Loading...
HomeMy WebLinkAboutCCL Contracting Inc. - 2017-11-30 RECEIVED BY: / CITY CLERK RECEIPT COPY Return DUPLICATE to r—` L/��✓ ���`w/ City Clerk's Office (Nacre) after signing/dating (Date) CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION y, TO: City Treasurer FROM: City Clerk J� f DATE: SUBJECT: Bond Acceptance I have received the bonds for (Company Name) CAPITAL PROJECTS (Includes CC's and MSC's) , Performance Bond No. Payment Bond (Labor and Materials) Bond No. �J/ T-2,(� Warranty or Maintenance Bond No. TRACT AND DEVELOPMENT Faithful Performance Bond No. Labor and Material Bond No. Guarantee and Warranty Bond No. Monument Bond No. Franchise Bond No. Letter of Credit Bond No. Other Re: Tract No. Approved (Council Approval Approval Date) CC No. 11l7� Agenda Item No. ✓� �J - , MSC No. City, Clerk Vault No. �:Ja J, Other No. SIRE System ID No. g:/forms/bond transmittal to treasurer SECTION A NOTICE INVITING SEALED BIDS for the construction of WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT from WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC No. 1523 PUBLIC NOTICE IS HEREBY GIVEN that the WEST ORANGE COUNTY WATER BOARD, as hereafter called the "WOCWB," invites sealed bids for the above stated projects and will receive such bids in the office of the City Clerk of the City of Huntington Beach, Second Floor, 2000 Main Street, Huntington Beach, California 92648, up to the hour of 10:00 AM on October 24, 2017. Bids will be publicly opened in the Council Chambers unless otherwise posted. CITY OF HUNTINGTON BEACH, as "AGENCY," is a member of the WOCWB and will administer and execute the Construction of this project on behalf of the WOCWB. Copies of the Plans, Specifications, and contract documents are available from the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648, upon payment of a $70.00 nonrefundable fee if picked up, or payment of a $90.00 nonrefundable fee if sent by UPS ground delivery (bidder shall pay additional costs for special delivery). Plans, Specifications, and contract documents can be downloaded free on AGENCY website at: http://www.huntini�tonbeachca.gov/govemment/departments/public works/Bids/ Open website, then click on"Current Advertised Projects" tab. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Pursuant to the provisions of the Labor Code of the State of California, the minimum prevailing rate of per diem wages for each craft, classification or type of workman needed to execute the contract shall be those determined by the Director of Industrial Relations of the State of California, which are on file at the Office of the Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648. The AGENCY will deduct 5% retention from all progress payments. The Contractor may substitute an escrow holder surety of equal value to the retention in accordance with the provisions of the Public Contract Code, Section 10263. The Contractor shall be beneficial owner of the surety and shall receive any interest thereon. The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. No bid shall be considered unless it is prepared on the approved Proposal forms in conformance with the Instructions to Bidders as determined by the AGENCY. The bid must be accompanied by a certified check, cashier's check, or bidder's bond made payable to the AGENCY for an amount no less than 10% of the amount bid. The successful bidder shall be licensed in accordance with provisions of the Business and Professions Code and shall possess a State Contractor's License Class A at the time of the bid opening. The successful Contractor and his subcontractors will be required to possess business licenses from both the AGENCY and the City of Westminster. All extension of unit prices will be subject to verification by the AGENCY. In case of a variation between the unit price and the extension, the unit price will govern. Project Description: The project consists primarily of the installation of a 350 foot long 42- inch OD casing pipe by microtunneling under the Interstate 405 Freeway. The project also includes the installation of 2,000 linear feet of 30-inch cement mortar lined and coated steel pipeline by open trench installation, and 350 feet of 30-inch cement mortar lined and coated steel pipeline within the 42-inch casing. The project is located within the City of Westminster California. All material procured for this project shall adhere to the Caltrans "Buy American," standard as define herein Appendix N of the Specifications. The project requires the Contractor to pay either the State of California Prevailing Wage, or the Federal Prevailing Wage for Orange County California,whichever is greater. The contract shall allow the Contractor 200 working days to complete the contract. The AGENCY will provide the Contractor with two (2) notices to proceed (NTP). • The informal estimated date of the award of contract is November 8, 2017. • The informal estimated date of the first NTP is December 4, 2017 to procure casing pipe and carrier pipe for the project. • The informal estimated date of the second NTP is March 5, 2018 to construct pipeline. The engineer's estimate of probable construction cost for the work included in the basis of award is $2.9 million. The AGENCY reserves the right to require the Contractor, subcontractors, and consultants to use an online cloud-based construction management system for this project. Such online construction management system service is selected and paid for separately by the AGENCY with no cost to the Contractor, subcontractors, and consultants. The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take all bids under advisement for a maximum period of 60 days. BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH, CALIFORNIA, the 5th day of September 2017, by Resolution No. 2017-43. Attest: /s/Robin Estanislau CITY CLERK OF THE CITY OF HUNTINGTON BEACH i Esparza, Patty From: David Ward [daward@scng.com] Sent: Thursday, September 21, 2017 4:49 PM To: Harper, Gloria Cc: Estanislau, Robin; Esparza, Patty; Switzer, Donna; Ferrigno, Andrew Subject: Re: FW: Please Advertise CC 1523 So true. I'll put in in the system tomorrow morning. I am out of here for the evening! bavid Ward Legal Advertising Rep 2190 5. Towne Centre PI. Anaheim, CA 92806 714-796-6764 daward@scng.com PLEASE NOTE THE E-MAIL ADDRESS HA5 CHANGED On Thu, Sep 21, 2017 at 4:47 PM, Harper, Gloria<Gloria.HarperPsurfcity-hb.org> wrote: Helllo David, Please advertise...see dates below! That was a short weekend O As always, thank you! i Gloria D. Harper, CMC Senior Deputy City Clerk City of Huntington Beach 2000 Main Street Huntington Beach, CA 92648 714-536-5209 gloria.harper@surfcity-hb.org From: Estanislau, Robin Sent: Thursday, September 21, 2017 4:43 PM To: Harper, Gloria Cc: Ferrigno, Andrew; Esparza, Patty Subject: FW: Please Advertise CC 1523 Gloria, Please send to the newspaper requesting ad placement for the dates identified below. Thanks. Robin From: Ferrigno, Andrew Sent: Thursday, September 21, 2017 4:34 PM To: Estanislau, Robin Cc: Esparza, Patty Subject: FW: Please Advertise CC 1523 Hi Robin, Since.Patty's out can you advertise this for me? Thanks, 2 Andy Andrew Ferrigno Senior Civil Engineer City of Huntington Beach 714-536-5291 aferrignonsurfcity-Worg From: Ferrigno, Andrew Sent: Thursday, September 21, 2017 4:32 PM To: Esparza, Patty Subject: Please Advertise CC 1523 Patty, Can you advertise this project for the 9/28/17, 10/5/17, and 10/12/17. Thanks, Andy Andrew Ferrigno Senior Civil Engineer City of Huntington Beach 714-536-5291 aferri g no(a?surfc it_Y-hb.org 3 Switzer, Donna From: Lee, Duncan Sent: Tuesday, October 24, 2017 10:14 AM To: Switzer, Donna Subject: FW: CC1523 Addendum 1 is uploaded, and bid opening delayed to October 31, 10 am Attachments: CC1523Addendum#1_Attachments.pdf; CC1523Addendum#1.pdf Hello Donna. Seems like you did not get the message that our project bid opening was pushed back for 1 week. Sorry for any confusion we caused you. Here is the Addendum #1 that showed the bid opening changed. Thanks. Duncan Lee, P.E. x5118 From: Lee, Duncan Sent:Thursday, October 19, 2017 10:33 AM To: Ferrigno, Andrew; Estanislau, Robin Cc: Ocampo, Rudy; Styles, Steve; Ragland, Brian; Dale,Joseph Subject: CC1523 Addendum 1 is uploaded, and bid opening delayed to October 31, 10 am Hello Andy, per our conversation, I completed the large Addendum#1 with various attachments, and are uploaded in EbidBoard.com. I also changed the bid opening date from 10/24 to 10/31, same time at 10 am. Johanna knows of this bid opening date change. Hello Robin,just want to let you know of this change too, as we hope to get good number of bids for this CC1523 project on and prior to 10/31. Andy will be there for the bid opening. Thanks. Duncan Lee, P.E.,Principal Civil Engineer Public Works Department 2000 Main Street Huntington Beach, California 92648 Office (714) 375-5118/Fax (714) 374-1573/Email dleeQsurfcity-hb.orq 1 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT, FROM WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC 1523 October 19,2017 Notice to All Bidders: Bid opening has changed by 1 week from October 24,2017, 10:00 AM to October 31,2017, 10:00 AM. 1. The SAMPLE CONTRACT provided in SECTION D of the project specifications has been changed, specifically Article 19-Liquidated Damages from the SAMPLE CONTRACT has been revised. ORIGINAL ARTICLE 19 ARTICLE 19 - LIQUIDATED DAMAGES. Time is of the essence. If the work is not completed in accordance with Article 2, above, it is understood that the BOARD will suffer damage. It being impractical and infeasible to determine the amount of actual damage, in accordance with Government Code Section 53069.85, it is agreed that the CONTRACTOR will pay the BOARD the sum of Five Hundred Dollars ($2,000) per calendar day for each and every day of delay until work is completed and accepted, as Liquidated Damages and not as a penalty or forfeiture. Liquidated Damages shall be compensation for CONTRACTOR'S delay in completion of the Work and shall not be constructed as a penalty or forfeiture. In the event the same is not paid, the CONTRACTOR further agrees that the BOARD may deduct the amount thereof from any money due or that any become due the CONTRACTOR under the Contract. This Article does not exclude recovery of damages under provisions of the Agreement Documents. REVISED ARTICLE 19 ARTICLE 19 - LIQUIDATED DAMAGES. Time is of the essence. If the work is not completed in accordance with Article 2, above, it is understood that the BOARD will suffer damage. It being impractical and infeasible to determine the amount of actual damage, in accordance with Government Code Section 53069.85, it is agreed that the CONTRACTOR will pay the BOARD the sum of 1 of 14 of Addendum#1 Two Thousand Dollars ($2,000) per calendar day for each and every day of delay until work is completed and accepted, as Liquidated Damages and not as a penalty or forfeiture. Liquidated Damages shall be compensation for CONTRACTOR'S delay in completion of the Work and shall not be constructed as a penalty or forfeiture. In the event the same is not paid, the CONTRACTOR further agrees that the BOARD may deduct the amount thereof from any money due or that any become due the CONTRACTOR under the Contract. This Article does not exclude recovery of damages under provisions of the Agreement Documents. 2. Specification Section Part 2—Construction Material, 200-2.1., shall be deleted: ORIGINAL Part 2 — Construction Material, 200-2.1. Untreated Base Material to be used under asphalt concrete pavement shall be Crushed Miscellaneous Base. Payment for Untreated Base will be made at the contract unit price per ton which shall include full compensation for furnishing all material required under untreated base in accordance with the plans and these special provisions and no additional compensation will be allowed therefor. 3. Specification Section Part 3 —Construction Methods, 306-6.5.1., shall be deleted: ORIGINAL Part 3— Construction Methods, 306-6.5.1. The material in the bedding zone shall be placed and compacted mechanically. Water densified backfill will not be permitted. Unless the sheeting or shoring is to be cut off and left in place, compaction of bedding material for pipe shall be performed after the sheeting or shoring has been removed from the bedding zone, and prior to the placement of backfill. Mechanical compaction shall conform to 306-12.3. 4. In Appendix K, Geotechnical Report, Paragraph 4.1.4, under Differential Settlement, from the revised report dated March 8, 2017 shall be revised per attached supplemental amendment letter from AESCO dated October 18, 2017. The October 18, 2018 letter indicated "The water line is structurally designed for the predicted seismic settlement. Therefore, the flexible connections can be omitted." While the letter states flexible connections can be omitted, they are to remain per plans. 5. In Appendix O, City of Westminster Standard Drawing No. 609, Utility Excavation, applies to all pipe trenching activities. Jetting to consolidate sand backfill is permitted as shown. Slurry backfill from top of pipezone to bottom of base course paving as shown. Use 1.5 sack slurry for slurry backfill as shown under Note 1. 6. In Specification Section 02321, 2.02.B., replace all references of 1 sack slurry" with 1.5 sack slurry". 2 of 14 of Addendum#1 7. Specification Section 02441, 1.02.1., shall be changed as follows: ORIGINAL 02441, 1.02.1. Obstruction: An object with a principal dimension is greater than or equal to 8 inches and an unconfined compressive strength (UCS) of 30,000 psi, that lies either fully or partially in the direct path of the tunnel excavation and prevents its progress. REVISED 02441, 1.02.1. Obstruction: 1. An object with a principal dimension greater than or equal to 8 inches and an unconfined compressive strength (UCS) of 30,000 psi, that lies either fully or partially in the direct path of the tunnel excavation and prevents its progress. 2. All manmade objects that impede machine progress along the intended path. 8. Specification Section 02441, 1.03.13.1., shall be changed as follows: ORIGINAL 02441, 1.03.B.1. Microtunneling: Possess a valid California Contractor's Class "A" license and a minimum of five years experience in the installation of pipelines using microtunneling as the method of installation. Experience requirements are the construction and completion of a minimum of five pipeline projects, each with a minimum of 1,000 L.F. of installed pipe between 24 inches inside diameter and 48 inches outside diameter using microtunneling as the method of installation. REVISED 02441, 1.03.6.1. Microtunneling: Possess a valid California Contractor's Class "A" license and a minimum of five years experience in the installation of pipelines using microtunneling as the method of installation. Experience requirements are the construction and completion of preferably a minimum of five drives, each with a minimum of 400 L.F. of installed pipe between 30 inches diameter and 60 inches outside diameter using microtunneling as the method of installation. 9. Specification Section 02441, 1.03.B.2.b., shall be changed as follows: ORIGINAL 02441, 1.03.B.2.b. One of the referenced projects shall have been in similar ground conditions to those anticipated in this Work, including, but not limited to, similarities in soil type, soil strength as measured by "N" values and hydrostatic head. REVISED 02441, 1.03.B.2.b. One of the referenced projects shall have been in similar ground conditions to those anticipated in this Work, including, but not limited to, similarities in soil type, 3 of 14 of Addendum#1 soil strength as measured by "N" values, hydrostatic head, and actual surface settlement of less than 0.25 inches. 10. Specification Section 02441, 1.03.C.1., shall be changed as follows: ORIGINAL 02441, 1.03.C.1. The project superintendent shall have at least five years of tunneling/pipe jacking experience and shall have managed at least three microtunneling projects, each with a minimum of 1,000 feet, with similar ground conditions with similar equipment, and with drive lengths exceeding 400 feet. REVISED 02441, 1.03.C.1. The project superintendent should have at least five years of tunneling/pipe jacking experience and should have managed at least three microtunneling projects, each with a minimum drive of 400 L.F. of installed pipe, with similar ground conditions with similar equipment, and actual surface settlement of less than 0.25 inches. 11. Specification Section 02441, 1.03.D.1., shall be changed as follows: ORIGINAL 02441, 1.03.D.1. Microtunneling: The microtunneling MTBM operator(s) shall have at least five years experience in the installation of pipelines using microtunneling as the method of installation. The MTBM operator shall have successfully completed a minimum of three pipeline projects each with a minimum of 1000 L.F. of installed pipe between 24 inches inside diameter and 48 inches outside diameter using microtunneling as the method of installation. REVISED 02441, 1.03.D.1. Microtunneling: The microtunneling MTBM operator(s) should have at least five years experience in the installation of pipelines using microtunneling as the method of installation. The MTBM operator should have successfully completed a minimum of three pipeline projects each with a minimum drive of 400 L.F. of installed pipe between 30 and 60 inches outside diameter using microtunneling as the method of installation and actual surface settlement of less than 0.25 inches. 12. Specification Section 02441, 1.03.E.1., shall be changed as follows: ORIGINAL 02441, 1.03.E.1. Microtunneling: The slurry and lubrication plant specialist shall have at least five years of experience in the design of slurry and lubrication mixes based upon the anticipated ground conditions and modifications based upon field conditions. The specialist shall have successfully completed a minimum of three pipeline projects each with a minimum of 400 L.F. of installed pipe between 24 inches inside diameter and 48 inches outside diameter using microtunneling as the method of installation. 4 of 14 of Addendum#1 REVISED 02441, 1.03.E.1. Microtunneling: The slurry and lubrication plant specialist should have at least five years of experience in the design of slurry and lubrication mixes based upon the anticipated ground conditions and modifications based upon field conditions. The specialist should have successfully completed a minimum of three pipeline projects each with a minimum drive of 400 L.F. of installed pipe between 30 and 60 inches outside diameter using microtunneling as the method of installation. 13. Specification Section 02441, 1.03.E.2.a., shall be changed as follows: ORIGINAL 02441, 1.03.E.2.a. Successfully completed a project in similar ground conditions to those anticipated in this Work, including, but not limited to: soil type, soil strength as measured by "N" values, and hydrostatic head if present. REVISED 02441, 1.03.E.2.a. Successfully completed a project in similar ground conditions to those anticipated in this Work, including, but not limited to: soil type of alluvial sand, soil strength as measured by "N" values, and hydrostatic head and actual surface settlement of less than 0.25 inches. 14. Specification Section 02441, 1.03.F., shall be deleted: ORIGINAL 02441, 1.03.F. 1.031. Microtunneling crew: The microtunneling crew is required to have a current Hazmat certification maintained through end of project. 15. Specification Section 02441, 1.03.1., shall be changed as follows: ORIGINAL 02441, 1.03.1. The Engineer will be the sole judge in determining if the prospective microtunneling contractor, project superintendent, MTB operator, and surveyor meet the aforementioned work and project experience requirements. REVISED 02441, 1.03.1. The Engineer shall be the sole judge in determining if the prospective microtunneling contractor, project superintendent, MTB operator, slurry and lubrication plant specialist, and surveyor meet the aforementioned work and project experience requirements. 16. Specification Section 02441, 1.03.J., shall be changed as follows: ORIGINAL 02441, 1.03.J. 5 of 14 of Addendum#1 The MTBM operator shall not be replaced without prior written approval of the Engineer. REVISED 02441, 1.03.J. The MTBM operator and slurry and lubrication plant specialist shall not be replaced without prior written approval of the Engineer. 17. Specification Section 02441, 1.04.F.6., shall be added as follows: ADDED 02441, 1.04.F.6. Provide calculations demonstrating sufficient pressure to fill all potential voids located below the surface without causing heave, leakage to the surface, and filling other subsurface improvements. 18. Specification Section 02441, 1.04.R, shall be added as follows: ADDED 02441, 1.04.R. Provide contractor qualification experience records for each skill with individual experience records demonstrating specified experience. 19. Specification Section 02441, 1.05.D, shall be changed as follows: ORIGINAL 02441, 1.05.D. All underground equipment, electrical and mechanical systems, regardless of tunnel classification, to have Class I, Division II designation. Smoking and smoking materials will not be allowed at any time underground. REVISED 02441, 1.05.D. Smoking and smoking materials will not be allowed within the shaft lay down areas and all subsurface areas. 20. Specification Section 02441, 1.05.E, shall be changed as follows: ORIGINAL 02441, 1.05.E. Performance Criteria: No ground settlement or heaving shall be allowed as measured above and along the centerline of the tunnel being installed. Unless otherwise noted, all surface improvements are to be restored to original condition at no cost to the owner. REVISED 02441, 1.05.E. Performance Criteria: No ground settlement or heaving greater than 0.25 inches shall be allowed as measured above and along the centerline of the tunnel being 6 of 14 of Addendum#1 installed. Unless otherwise noted, all surface improvements are to be restored to original condition. 21. Specification Section 02441, 3.03.13.1., shall be changed as follows: ORIGINAL 02441, 3.03.6.1. Casing pipe installation shall not vary by more than 1.5 inches in horizontal alignment or 1 inch in vertical elevation from any design point between shafts. REVISED 02441, 3.03.6.1. Carrier pipe installation shall not vary by more than 1.0 inches in horizontal alignment or 0.5 inches in vertical elevation and 2.0 inches of separation from the casing sidewall from any design point between shafts. 22. Specification Section 02441, 3.03.D.B., shall be added as follows: REVISED 02441, 3.03.D.8. Commence tunneling using an engineered slurry designed specifically for this project, measure its design properties, track and record its properties, adjust its formulation, and record those adjustments until tunneling is completed. 23. Specification Section 02441, 3.03.D.9., shall be added as follows: ADDED 02441, 3.03.D.9. Take, record, track, and analyze survey data and field observations for ground movement as specified in Section 02496. 24. Specification Section 02441, 3.03.F., shall be changed as follows: ORIGINAL 02441, 3.03.F. Deferring Site Condition REVISED 02441, 3.03.F. Differing Site Condition 25. Specification Section 02441, 3.03.F.1., shall be changed as follows: ORIGINAL 02441, 3.03.F.1. Provide written notice immediately upon encountering peat as a deferring site condition. REVISED 02441, 3.03.F.1. 7 of 14 of Addendum#1 Provide written notice immediately upon encountering peat as a differing site condition. 26. Specification Section 02441, 3.03.F.S., shall be changed as follows: ORIGINAL 02441, 3.031.5. A contingent bid item for encountering peat has been included in the determination of low bid, but is excluded from the performance and bid amounts at time of bid. Bid item is to be paid only if used and upon written notice and acceptance of the deferring site condition, and will be paid per each occurrence for up to 50 feet. Occurrences of 5 feet or less are incidental and included in the bid items for microtunneling. REVISED 02441, 3.031.5. A contingent bid item for encountering peat has been included in the determination of low bid, but is excluded from the performance and bid amounts at time of bid. Bid item is to be paid only if used and upon written notice and acceptance of the differing site condition, and will be paid per linear foot for the occurrence. Occurrences of 5 feet or less are incidental and included in the bid items for microtunneling. 27. Specification Section 02441, 3.03.H., shall be changed as follows: ORIGINAL 02441, 3.03.H. Backfill Grouting REVISED 02441, 3.03.H. Contact Grouting. 28. Specification Section 02441, 3.03.H.1., shall be changed as follows: ORIGINAL 02441, 3.03.H.1. Backfill grout to fill the annular space between the steel casing and the excavated ground upon completion of the drive if the radial annular gap is in excess of 1.0 inch, unless otherwise specified by Contract Documents. REVISED 02441, 3.03.H.1. Contact grout to fill the annular space located between the steel casing and the excavated ground upon completion of the drive. 29. Specification Section 02441, 3.03.H.2., shall be changed as follows: ORIGINAL 02441, 3.03.H.2. 8 of 14 of Addendum#1 All grout ports shall be plugged with 0.75 inch casing pipe steel and welded in place. REVISED 02441, 3.03.H.2. Upon completion of attempting to contact grout all ports, all grout ports shall be plugged with 0.75 inch casing pipe steel and welded in place. 30. Specification Section 02441, 3.03.H.S., shall be added as follows: ADDED 02441, 3.03.H.5. Pressurize the grout to the pressure determined to fill all voids to the surface without rupturing or heaving the surface. Once the grout has attained the designed pressure hold pressure for 1.0 minutes while not increasing the total injected volume before closing port. 31. Specification Section 02441, 3.03.1., shall be revised as follows: ORIGINAL 02441, 3.03.1. Contact Grout and Lubrication Between Ground and Steel Casing 1. Provide a pipe lubrication system to inject a bentonite and/or polymers and potable water through the lubrication ports in quantities are required to minimize pipe friction and jacking forces and to fill the annular space created by the overcut to prevent soil collapse. 2. Use backfill ground to fill the void left behind from the bored overcut between the exterior of the casing and the ground with grout under pressure sufficient to ensure void is properly filled but without over stressing ground support, or causing ground heave. REVISED 02441, 3.03.1.1. Lubrication Between Ground and Steel Casing 1. Provide a pipe lubrication system designed to inject a bentonite and/or polymers lubrication through the lubrication ports in quantities required to: (a) Minimize pipe friction (b) Minimize jacking forces (c) Completely fill the annular space created by the overcut (d) Prevent soil collapse (e) Not damage the casing pipe or existing features. 9 of 14 of Addendum#1 32. Specification Section 02447, 2.01.A., shall be changed as follows: ORIGINAL 02447, 2.01.A. Steel casings shall be welded steel pipe of the diameters and plate thicknesses indicated. The steel pipe casings shall conform to ASTM A53, subject to the following supplemental requirements. The casing shall be of the diameter indicated on the Contract Documents and shall be furnished complete with welded joint ends. In no case shall the casing wall thickness be less than 3/4-inch as shown on the plans. The Contractor may select a greater diameter or thickness for the method of work and loadings involved, site conditions, and possible interferences. REVISED 02447, 2.01.A. Steel casings shall be welded steel pipe of the diameters and plate thicknesses indicated. The steel pipe casings shall conform to ASTM A53, subject to the following supplemental requirements. The casing shall be of the diameter indicated on the Contract Documents and shall be furnished complete with welded joint ends. In no case shall the casing wall thickness be less than 3/4-inch as shown on the plans. The Contractor may select a greater diameter or thickness for the method of work and loadings involved, site conditions, and possible interferences. A steel casing no larger than 62.5 inches outside diameter can be used, with the crown of the casing to be maintained as shown on the drawings. 33. Specification Section 02447, 2.02.A.2., shall be changed as follows: ORIGINAL 02447, 2.02.A.2. Tape Coating: Steel casing pipe shall include a tape coating system in conformance with the requirements of AWWA C209, AWWA C214 and Section 09880. REVISED 02447, 2.02.A.2. Dielectric and Abrasion Resistant Coating: Steel casing pipe shall include a dielectric and abrasion resistant coating system. Acceptable products include: a. Fusion bonded epoxy with an abrasion resistant overcoat per the requirements of AWWA C210 b. Dielectric polyolefin coating per the requirements of AWWA C215 C. Polyurethane coating per the requirements of AWWA C222 34. Specification Section 02496, 1.02.E., shall be changed to 1.02.F., with 1.02.E. added as follows: ADDED 02496, 1.02.E. Notice Level: 50 percent of the Alert/Stop Level. Requires immediate written notice upon attainment. Stop and provide written notice, review work procedure, and report. 10 of 14 of Addendum#1 35. Specification Section 02496, 1.02.E., shall be changed to 1.02.F., and shall be changed as follows: ORIGINAL 02496, 1.02.E. Review Level: Level of instrumentation reading(s) at which the Engineer and the Contractor proposes modifying the method, rate or sequence of construction. Including replacing the MTBM operator. REVISED 02496, 1.02.F. Review Level: 75 percent of Alert/Stop Level. Level of instrumentation reading(s) at which the Engineer and the Contractor proposes modifying the method, rate or sequence of construction. Including replacing the MTBM operator. 36. Specification Section 02496, 1.02.F., shall be changed to 1.02.G., and shall be changed as follows: ORIGINAL 02496, 1.02.F. Alert Level: Alert Level represents the maximum permissible ground and structure movement due to activities associated with the construction of the Work. REVISED 02496, 1.02.G. Alert/Stop Level: Alert Level represents the maximum permissible ground and structure movement due to activities associated with the construction of the Work. 37. Specification Section 02496, 1.02.G., shall be changed to 1.02.H. 38. Specification Section 02496, 3.05.B., shall be changed as follows: ORIGINAL 02496, 3.05.13. Review Level REVISED 02496, 3.05.13. Notice Level 39. Specification Section 02496, 3.05.13.1., shall be changed as follows: ORIGINAL 02496, 3.05.13.1. Conduct all works in a manner such that ground movement does not exceed 1/8 inch. 11 of 14 of Addendum#1 REVISED 02496, 3.05.B.1. Conduct all works in a manner such that ground movement does not exceed 50 percent of the alert level. 40. Specification Section 02496, 3.05.13.2., shall be added as follows: ADDED 02496, 3.05.13.2. Stop work when Notice level is attained and review all ground monitoring, tunneling operations and data. 41. Specification Section 02496, 3.05.13.3., shall be added as follows: ADDED 02496, 3.05.13.3. Provide written notice of current state and provide corrective action. Work is to resume after corrective actions are provided. 42. Specification Section 02496, 3.05.C.1., shall be changed as follows: ORIGINAL 02496, 3.05.C.1. Perform the following when the Alert level is reached: REVISED 02496, 3.05.C.1. Stop all work when Alert/Stop level is reached. Review with Caltrans before restarting project and perform the following: 43. Specification Section 02510.2, 1.04.A, shall be changed as follows: ORIGINAL 02510.2, 1.04.A Surfaces of cement mortar lined pipe shall be protected from damage in accordance with AWWA C203 and as specified in this section. REVISED 02510.2, 1.04.A Surfaces of cement mortar lined pipe shall be protected from damage in accordance with AWWA C205 and as specified in this section. 44. Specification Section 02510.2, 2.01.C.2.b., shall be changed as follows: ORIGINAL 02510.2, 2.01.C.2.b The strutting materials, size, and spacing shall be adequate to support the earth backfill pulls any greater loads that may be imposed by the backfilling and compaction equipment. 12 of 14 of Addendum#1 REVISED 02510.2, 2.01.C.2.b The strutting materials, size, and spacing shall be adequate to support the pipe during shipping handling and laying operations. It is the Contractors responsibility to provide backfill and compaction operations that do not damage or compromise either the pipe, the cement mortar lining or the cement mortar overcoating. Pipe segments damaged during backfill shall be repaired or removed from the project at the discretion of the Engineer. The Engineer shall examine the pipeline for evidence such as, excessive lining cracking, lining disbondment, or pipe out of round, to determine the extent of remedial action or removal of pipe from the Project. 45. Specification Section 02510.2, 2.02, shall be deleted: ORIGINAL 02510.2, 2.02 ACCEPTABLE MANUFACTURERS A. Fabricated Steel Water Pipe Ameron Inc., Rancho Cucamonga, CA Northwest Pipe Company, Adelanto, CA 46. Specification Section 02510.2, 2.04.A.3., shall be changed as follows: ORIGINAL 02510.2, 2.04.A.3. Pipe wall thickness as shown on plans or per requirements below: a. Minimum thickness is 0.250-inch for 30-inch pipe with 8 feet maximum depth of cover. b. Minimum thickness is 0.3175-inch for 30-inch pipe with 10 feet maximum depth of cover. C. Minimum thickness is 0.375-inch for 30-inch pipe with 12 feet maximum depth of cover. REVISED 02510.2, 2.04.A.3. Pipe wall thickness as shown on plans or per requirements below: a. Minimum thickness is 0.250-inch for 30-inch pipe with 10 feet maximum depth of cover. Limits include Station 10+00 to Station 16+20; Station 18+40 to Station 23+00; and Station 28+60 to Station 34+60±. b. Minimum thickness is 0.3175-inch for 30-inch pipe with 12 feet maximum depth of cover. Limits include Station 16+20 to Station 18+40; Station 23+00 to Station 24+00; Station 27+80 to Station 28+60; C. Minimum thickness is 0.375-inch for 30-inch pipe with 16 feet maximum depth of cover. Limits include Station 24+00 to Station 27+80. 47. Specification Section 10100.1, 1.02, shall be changed as follows: ORIGINAL 10100.1, 1.02 Willow Lane Pipeline Installation Traffic Control Hours: 13 of 14 of Addendum#1 All work related to installing the pipeline in Willow Lane shall follow Drawings TC-1 through TC-8. Working hours are 10:00 PM — 5:00 AM, for a weeknight closure and 10:00 PM — 6:00 AM, for a weekend night closure with the exception of Phase 4, Drawing TC-8. Phase 4 will be the traffic control used for Micro-Tunneling operations to take place during the day. Any work outside these hours will need written approval from the Engineer prior to beginning. REVISED 10100.1, 1.02 Willow Lane Pipeline Installation Traffic Control Hours: All work related to installing the pipeline in Willow Lane shall follow Drawings TC-1 through TC-8. Working hours are 10:00 PM — 5:00 AM, for a weeknight closure and 10:00 PM — 6:00 AM, for a weekend night closure with the exception of Phase 1, Drawing TC-2. Drawing TC-2 will be the traffic control used for Micro-Tunneling operations to take place during the day. Any work outside these hours will need written approval from the Engineer prior to beginning. 48. Drawing C-3, CD-2, CD-3, CD-4 and CD-5 shall be replaced, as attached: 49. Appendix L shall be replaced with more recent Federal and State labor labor rates, as attached. 50. Appendix M shall be supplemented with Caltrans' October 11, 2017 letter regarding request for revisions, as attached. 51. Appendix P shall be changed as follows, as attached: ORIGINAL Appendix P Not Used REVISED Appendix P Plate 5A, Distribution of Peat Deposits in Orange County 52. Appendix Q shall be changed as follows, as attached: ORIGINAL Appendix Q Not Used REVISED Appendix Q Underground Classification C006-059-18T 53. Project Bid Schedule A, Bid Item No. 40, shall be changed as follows, and Bid Schedule A shall be replaced, as attached: ORIGINAL Bid Item No. 40 14 of 14 of Addendum#1 Deferring Site Condition Occurrence (Peat), 1.0 LS REVISED Bid Item No. 40 Differing Site Condition Occurrence (Peat), 50.0 LF This is to acknowledge receipt and review of Addendum Number One,dated October 19,2017. Company Name By Date All bidders must acknowledge and include the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Andrew Ferrigno at(714) 536- 5291 within 24 hours of posting. 15 of 14 of Addendum#1 Ferrigno, Andrew From: Ferrigno, Andrew Sent: Tuesday, November 07, 2017 8:16 AM To: Esparza, Patty Subject: CC 1523, Bid Proposals, Returned to City Clerk's Office Patty, I will hand deliver the bid proposals to your office today. CC1523 is a West Orange County Water Board project, and thus there will not be an RCA to award the project. The WOCWB will award the project at their meeting. The board is receiving a loan from OCTA to complete this project. Provided the WOCWB can secure the funding from OCTA, they are intending to award the project to CCL Contracting Inc. Please let me know if you have any questions concerning this project. Andrew Ferrigno Senior Civil Engineer City of Huntington Beach 714-536-5291 aferrigno@surfcity-hb.org t � � i 1 RECElvrD 2017 OCT 31 AM 9: 59 C if'I Y C L E A CITY OF G T 0 N B E,A C=) 0 C C12 C-3 o-<o O 00 a�u AGREEMENT THIS AGREEMENT ("Agreement") made in '" (3) copies on this 30th day of November in the year Two Thousand and Seventeen BY AND BETWEEN THE WEST ORANGE COUNTY WATER BOARD, Orange County, California, hereinafter called the `BOARD, "and CCL Contracting Inc., hereinafter called the "CONTRACTOR." (Contractor's License No. 798819 A). WITNESSETH: That the BOARD and CONTRACTOR for the considerations hereinafter named agree as follows: ARTICLE 1 - SCOPE OF WORK. The CONTRACTOR shall perform within the time set forth in Article 2 of this Agreement and shall furnish all labor, materials, equipment, tools, utility services, and transportation and perform and complete all work required in connection with the construction of BID PACKAGE for the complete project: West Orange County Water Board Relocation of Feeder No. 2 at Westminster Boulevard City of Huntington Beach CASH CONTRACT No. 1523 prepared by GHD Inc. hereinafter called the "ENGINEER," acting as and in these Agreement documents entitled the ENGINEER; and shall do everything required by the Agreement, the General Conditions of the Agreement for Construction, Supplementary Conditions, Technical Specification Sections and Drawings dated September 25, 2017 and Addenda Nos. One dated October 19, 2017. ARTICLE 2 -TIME FOR PROJECT COMPLETION. All work under this Agreement shall be completed in accordance with Section 6-7 of the General Provisions of these Specifications. ARTICLE 3 - THE AGREEMENT SUM. The BOARD shall pay to the CONTRACTOR for the performance of this Contract, subject to any additions and deductions provided in the project documents, the sum of - Five Million, One Hundred Twenty Nine Thousand, Seven Hundred and Five DOLLARS and Zero Cents ($5,129,705.00). ARTICLE 4 - PROGRESS PAYMENTS. Based upon Applications for Payment submitted to the BOARD by the CONTRACTOR and Certificates for Payment issued by the ENGINEER, the BOARD shall make progress payments on account of the Agreement Sum to the CONTRACTOR as provided in Section 9-3 of the General Conditions [and amended by the Supplementary Conditions]. From all progress payments, the BOARD shall retain an amount equal to five percent (51/16) of the payment ("Retention") to ensure performance by CONTRACTOR of its obligations pursuant to this Agreement. Subject to the provisions of Section 7107 of the Public Contract Code, and provided CONTRACTOR has fully performed its obligations pursuant to this Agreement, the BOARD shall release the Retention to CONTRACTOR, less any amount deducted pursuant to this Agreement, within sixty (60) days after filing of the Notice of Completion for the Work. The payment of any progress payment by the BOARD shall not be construed as an acceptance of the Work done up to the time of such payment. At any time during and after the progression of the Work, the Work is subject to inspection and approval of the BOARD and/or the ENGINEER with respect to defects or discrepancies in the Work. As the Work progresses, the BOARD shall exercise all reasonable diligence Agreement 1 of 9 with respect to the discovery of defects in materials,labor or construction or of materials that are not in accordance with the Contract Documents. ARTICLE 5-RETENTION OF SECURITIES. Public Contract Code Section 22300 permits the substitution of securities for any monies withheld by a public agency to ensure performance under a contract. At the written request and expense of the CONTRACTOR,securities equivalent to the amount withheld shall be deposited with the public agency,or with a state or federally chartered bank in California as the escrow agent,who shall then pay such monies to the CONTRACTOR. The BOARD retains the sole discretion to approve the bank selected by the CONTRACTOR to serve as escrow agent. Upon satisfactory completion of the contract,the securities shall be returned to the CONTRACTOR. Securities eligible for investment shall include those listed in Government Code Section 16430 or bank or savings and loan certificates of deposit. The CONTRACTOR shall be the beneficial owner of any securities substituted for monies withheld and shall receive any interest thereon. In the alternative,under Section 22300,the CONTRACTOR may request BOARD in writing to make payment of earned retentions directly to the escrow agent at the expense of the CONTRACTOR. Also at the CONTRACTOR'S expense,the CONTRACTOR may direct investment of the payments in securities, and the CONTRACTOR shall receive interest earned on such investment upon the same conditions as provided for securities deposited by CONTRACTOR. Upon satisfactory completion of the contract, CONTRACTOR shall receive from the escrow agent all securities,interest and payments from the BOARD pursuant to the terms of Section 22300. CONTRACTOR shall pay to each subcontractor,not later than twenty(20)calendar days after receipt of such payment,the respective amount of interest earned,net of costs attributed to retention withheld from each subcontractor,on the amount of retention withheld to insure performance of the CONTRACTOR. ARTICLE 6-CHANGE ORDERS. The CONTRACTOR and the BOARD agree that changes in this Agreement or in the Work shall become effective only when written in the form of a supplemental agreement or Change Order and approved and signed by the BOARD and the CONTRACTOR. In the event the CONTRACTOR requests an"as equal"substitution,CONTRACTOR shall remain liable to The BOARD should such item ultimately be determined not to be an"as equal,"notwithstanding any approval of the substitution by the ENGINEER. The BOARD retains the right to require any alteration,deviation, reduction or addition(collectively,"Modification")to the Contract Documents and/or the Work,and the cost thereof shall increase or decrease the Contract Amount by fair and reasonable valuation thereof. No such Modification shall release or exonerate any surety upon any guaranty or bond given in connection with this Agreement. In the event of a dispute pertaining to a change in the Work,CONTRACTOR shall not be entitled to cease working on the Work pending resolution of such dispute. ARTICLE 7-HOLD HARMLESS AGREEMENT. The CONTRACTOR agrees to and does hereby indemnify,defend,and hold harmless the BOARD,its Board of Directors,officers,agents,and employees, ENGINEER,and Construction Manager from every claim or demand made and every liability,loss, damage,or expense of any nature whatsoever,which may be incurred by reason of: A. Liability for damages for(1)death or bodily injury to persons,(2)injury to property,or (3)any other loss,damage or expense arising under either(1)or(2)above,sustained by the CONTRACTOR or any person,firm or corporation employed by the CONTRACTOR upon or in connection with the work called for in this Agreement except for liability for damages referred to above which result from the sole negligence or willful misconduct of the BOARD,its officers,employees,agents or independent contractors who are directly employed by the BOARD,or for defects in design furnished by such persons. B. Any injury to or death of any person(s)or damage,loss or theft of any property caused by any act,neglect,default or omission of the CONTRACTOR,or any person,firm,or corporation employed by the CONTRACTOR,either directly or by independent contract, arising out of,or in any way connected with the work covered by this Agreement, Agreement 2 of 9 whether said injury or damage occurs either on or off BOARD property, if the liability arose the negligence or willful misconduct of anyone employed by the CONTRACTOR, either directly or by independent contract. C. Any dispute between CONTRACTOR and CONTRACTOR'S subcontractors,suppliers, sureties,including,but not limited to,any stop notice actions. D. The CONTRACTOR,at his own expense,cost,and risk,shall defend any and all actions, suits,or other proceeding that may be brought or instituted against the BOARD,its officers,agents,or employees on any such claim,demand,or liability and shall pay or satisfy any judgment that may be rendered against the BOARD,its officers,agents,or employees in any action,suit,or other proceedings as a result thereof. ARTICLE 8-CALIFORNIA LABOR CODE REQUIREMENTS. A. The Work is a"public work"as defined in Section 1720 of the California Labor Code ("Labor Code"),to which Part 7,Chapter 1 of the Labor Code is applicable. Contractors and subcontractors debarred pursuant to Labor Code Section 1777.1 or 1777.7 are not eligible to bid on,perform,or contract to perform any portion of the Work. B. Wage rates for this project shall be in accordance with the"General Wage Determination Made by the Director of Industrial Relations Pursuant to California Labor Code,Part 7, Chapter 1,Article 2,Sections 1770, 1773 and 1773.1",for Orange County. Wage rates shall conform with those posted at,and on file with,the BOARD Office. C. The following Labor Code sections are hereby referenced and made a part of this agreement: 1. Section 1735,Anti-Discrimination Requirements. 2. Section 1773.8.Travel and Subsistence Pay. 3. Section 1775,Penalty for Failure to Comply with Prevailing Wage Rates. 4. Section 1776,Payroll Records. 5. Section 1777.5,Apprenticeship Requirements. 6. Section 1777.6,Apprenticeship Requirements. 7. Section 1810 and 1811,Working Hour Restrictions. 8. Section 1813,Penalty for Failure to Pay Overtime. 9. Section 1815,Overtime Pay. D. Pursuant to California Code of Regulations Section 16001(b),if this project is considered a federally funded or assistant project,if California prevailing wage rates are greater than federal prevailing wage rates,the California prevailing wage rates shall be applied to this project. ARTICLE 9-RECORD AUDIT. Pursuant to Government Code Section 8546.7,if this Agreement involves an expenditure of public funds in excess of ten thousand dollars($10,000),the parties to this Agreement shall be subject to examination by the State Auditor in the event the State Auditor audits this Agreement. CONTRACTOR shall,at the BOARD'S request,make available to the BOARD,or provide copies to the BOARD of,all records,invoices or other documents relating to the performance of the Work by CONTRACTOR and conditions at the Work site,including but not limited to daily job reports. Notwithstanding anything in this Agreement to the contrary,the obligations specified in this Article shall be specifically enforceable in an appropriate court in the County of Orange. Agreement 3 of 9 ARTICLE 10-CERTIFICATIONS. A. Certification of compliance with requirements for Worker's Compensation(Attachment No. 1 to Agreement)is hereby made a part of this Agreement. ARTICLE 11 -FINAL PAYMENT. Final payment,constituting the entire unpaid balance of the Agreement Sum,shall be paid by the BOARD to the CONTRACTOR thirty-five(35)days after a Notice of Completion has been recorded,unless otherwise stipulated in the Notice of Completion,provided the Work has then been completed,the Agreement fully performed,and a final Certificate for Payment has been issued by the ENGINEER. ARTICLE 12-CONTRACTOR'S FAILURE TO PROCURE COMPLETION OF PROJECT. In the event said CONTRACTOR fails to furnish tools,equipment,or labor in the necessary quantity or quality, or fails to prosecute the work or any part thereof contemplated by this Agreement in a diligent and workmanlike manner,the BOARD'S General Manager or designee shall so certify to the Board of Directors of the BOARD,and if the CONTRACTOR for a period of ten(10)calendar days after receipt of written demand from BOARD to do so,fails to furnish tools,equipment,or labor in the necessary quantity or quality,and to prosecute said work and all parts thereof in a diligent and workmanlike manner,or after commencing to do so within said ten(10)calendar days,fails to continue to do so,then the BOARD may exclude the CONTRACTOR from the premises,or any portion thereof,and take possession of said premises or any portion thereof,together with all material and equipment thereon,and may complete the work contemplated by this Agreement or any portion of said work,either by furnishing the tools, equipment,labor or material necessary,or by letting the unfinished portion of said work,or the portion taken over by the BOARD to another contractor,or by a combination of such methods. In any event,the procuring of the completion of said work,or the portion thereof taken over by the BOARD,shall be a charge against the CONTRACTOR,and may be deducted from any money due or becoming due to CONTRACTOR from the BOARD,or the CONTRACTOR shall pay the BOARD the amount of said charge,or the portion thereof unsatisfied. The sureties,provided for under this Agreement shall become liable for payment should CONTRACTOR fail to pay in full any said cost incurred by the BOARD. ARTICLE 13-SUBCONTRACTING. The provisions of Public Contracts Code Sections 4100 et seq. are applicable to the terms and conditions of this Agreement. CONTRACTOR acknowledges that to the extent CONTRACTOR has not specified subcontractors to perform the work specified herein,as provided in Public Contracts Code Section 4106,that CONTRACTOR agrees and states that CONTRACTOR is fully prepared to,and shall,perform all such work as required. ARTICLE 14-INSURANCE. CONTRACTOR shall obtain,prior to commencing the work,and maintain,during the life of this contract,and shall require all subcontractors,if any,whether primary or secondary,to take out and maintain a policy of commercial general liability insurance("Policy"),written on an"occurrence"basis,covering: Public Liability Insurance for injuries including $1,000,000 accidental death, to any one person in an amount not less than: and Subject to the same limit for each person on $1,000,000 account of one accident,in an amount not less than: Property Damage Insurance in an amount not less $1,000,000 than Course of Construction Insurance without exclusion or limitation in an amount not less than: Agreement 4 of 9 Insurance Covering Special Hazards:The following special hazards shall be covered by rider or riders to above-mentioned public liability insurance or property damage insurance policy or policies of insurance,or by special policies of insurance in amounts as follows: Automotive and truck where operated in amounts as above Material hoist where used in amounts as above The Policy shall provide coverage for the contractual liability assumed pursuant to Article 7 of this Agreement. The Policy shall name the BOARD as an additional insured. Prior to commencing the Work,CONTRACTOR shall provide to the BOARD a certificate issued by the insurer evidencing that CONTRACTOR has obtained the Policy("Certificate of Insurance"). The Certificate of Insurance shall require that the insurer give notice to the BOARD no later than thirty (30)days prior to cancellation of the Policy or reduction in coverage thereof. Prior to commencement of the Work,CONTRACTOR shall obtain Workers'Compensation Insurance in compliance with Section 3700 of the provisions of the Labor Code to secure compensation for its employees,and shall maintain such insurance during the performance of the Work. The CONTRACTOR shall provide to the BOARD a certificate of insurance evidencing that CONTRACTOR has obtained Workers' Compensation Insurance,and the certificate shall state that the insurer will provide the BOARD with written notice no less than thirty(30)days prior to cancellation of the insurance. CONTRACTOR shall require all subcontractors performing any portion of the Work to obtain and maintain,for at least for the duration of such performance,Workers' Compensation Insurance in compliance with Section 3700 of the provisions of the Labor Code. All of the provisions of City of Huntington Beach Resolution No.2008-63 are extended to the BOARD. The INSURANCE REQUIREMENTS FOR THE WEST ORANGE COUNTY WATER BOARD AND THE CITY OF HUNTINGTON BEACH are included in Appendix E of the Project Specifications. ARTICLE 15-CONTRACTOR'S LICENSE. CONTRACTOR must possess a Class A Contractor's License,issued by the State of California,which is current and in good standing. ARTICLE 16-CORPORATION IN GOOD STANDING. If CONTRACTOR is a corporation,the undersigned hereby represents and warrants that the corporation is duly incorporated and in good standing in the State of CAW FORN I A ,and that BIWA N L05 q whose title is is authorized to act for and bind the corporation.[f applicable] ARTICLE 17-PROVISIONS REQUIRED BY LAW. Each and every provision of law and clause required by law to be inserted in this Agreement shall be deemed to be inserted herein and the Agreement shall be read and enforced as though it were included herein,and if through mistake or otherwise any such provision is not inserted,or is not currently inserted,then upon application of either party the Agreement shall forthwith be physically amended to make such insertion or correction. ARTICLE 18-SUBSURFACE HAZARDOUS MATERIALS. A. In the event trenches or other excavations extend deeper than four(4)feet below the surface,the CONTRACTOR shall promptly,and before the following conditions are disturbed,notify the BOARD in writing of any: 1. Material that the CONTRACTOR believes may be material that is hazardous waste,as defined in Section 25117 of the Health and Safety Code,that is required to be removed to a Class 1,Class II or Class III disposal site in accordance with the provisions of existing law. 2. Subsurface or latent physical conditions at the site differing from those indicated. Agreement 5 of 9 3. Unknown physical conditions at the site of any unusual nature,different materially from those ordinarily encountered and generally recognized as inherent in the work of the character provided for in the contract. B. Upon receipt of said notification the BOARD will investigate the conditions,and if it finds that the conditions do materially so differ,or do involve hazardous waste,and cause a decrease or increase in the CONTRACTOR's cost of or the time required for performance of any part of the work,the BOARD will issue a change order under the procedures described in the General Conditions. C. In the event that a dispute arises between the BOARD and the CONTRACTOR whether the conditions materially differ,or involve hazardous waste or cause a decrease or increase in the CONTRACTOR's cost of or time required for performance of any part of the work,the CONTRACTOR shall not be excused from any scheduled completion date provided for by the contract,but shall proceed with all work to be performed under the contract. The CONTRACTOR shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the contracting parties. ARTICLE 19-LIQUIDATED DAMAGES. Time is of the essence. If the work is not completed in accordance with Article 2,above,it is understood that the BOARD will suffer damage. It being impractical and infeasible to determine the amount of actual damage,in accordance with Government Code Section 53069.85,it is agreed that the CONTRACTOR will pay the BOARD the sum of Two Thousand Dollars ($2,000)per calendar day for each and every day of delay until work is completed and accepted,as Liquidated Damages and not as a penalty or forfeiture. Liquidated Damages shall be compensation for CONTRACTOR'S delay in completion of the Work and shall not be constructed as a penalty or forfeiture. In the event the same is not paid,the CONTRACTOR further agrees that the BOARD may deduct the amount thereof from any money due or that any become due the CONTRACTOR under the Contract. This Article does not exclude recovery of damages under provisions of the Agreement Documents. ARTICLE 20-COMPONENT PARTS OF THE AGREEMENT. The Agreement entered into by this Agreement consists of the following identified Agreement Documents,all of which are component parts of the Agreement as if herein set out in full or attached hereto: [check] ® Notice Inviting Bids ® Information for Bidders ® Bid Form ® Bid Bond ® Designation of Subcontractors ® Non-Collusion Affidavit ❑ Site Visit Certification ❑ DVBE Certification ® Addenda(No(s).One) ® Agreement ® Performance Bond ® Payment Bond ® Certification of Workers' Compensation ® Certification of Drug-Free Workplace ® General Conditions ® Supplementary General Conditions ® Special Conditions ❑ Project Construction Schedule ® Plans and Specifications ® Drawings ® Change Orders Agreement 6 of 9 CORPORATE CERTIFICATE* Los�y certify that I am the Secretary of the corporation named as CONTRACTOR in the foregoing Contract; that a who signed said Contract on behalf of CONTRACTOR, was then . G of said corporation;and that said Contract was duly signed for and on behalf of said corporation by authority of its Governing Body and is within the scope of its corporate powers. (CORPORATE SEAL) *To be completed if CONTRACTOR is a corporation. If CONTRACTOR is a joint venture or partnership that includes a corporation(s), a certificate must be obtained from the Owner's office, completed and attached to this page. Agreement 9 of 9 ' i a SECTION C PROPOSAL for the construction of WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT from WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST.AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC No. 1523 TO THE HONORABLE BOARD OF DIRECTORS OF THE WEST ORANGE COUNTY WATER BOARD: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach enter into a contract with the West Orange County Water Board, (WOCWB.) The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 200 working days, starting from the date of the first Notice to Proceed to procure casing pipe and carrier pipe for the project, to the completion of pipeline construction through the second Noticed to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with WOCWB at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to WOCWB of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE WOCWB RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. This period of sixty days can be extended if it is mutually agreed upon in writing between the WOCWB and the BIDDER. If at such time the contract is not awarded, the WOCWB will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-] If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the WOCWB'S notice of award of contract to the BIDDER,the proceeds of the security accompanying this bid shall become the property of the WOCWB and this bid and the acceptance hereof may, at the WOCWB'S option, be considered null and void, l f`'C Accompanying this proposal of bid, find 6 1 in the amount of tO' r which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the WOCWB. (Please insert the words "Cash", "Certified Check", or 'Bidder's Bond for_% ", as the case may be) Any standard Surety Bid Bond form is acceptable. Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bidder's Signature d C-2 SECTION C PROJECT BID SCHEDULE A PROJECT NAME,CC 1523 WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT BID ITEMS Item Des tibu Quantity. Unit Unit Cosf Total+Cost No. (Extension), 1 Mobilization/Demobilization 1,00 LS $ ),q�/ $ Oi/��Ji 2 Prepare WPCP 1.00 LS $ $ 3 Install& Maintain Construction BMPs 1.00 LS $ a $_ ij`�040 4 Night Work Allowance Per Traffic Control Plan 1.00 LS $ 0 $ 7, Gt? 5 Permitting 1.00 LS $ �O $ 11 EJ 6 Sheeting, Shoring and Bracing 1.00 LS $ J $ 7 Traffic Control 1.00 LS $ c $ 8 Replace Traffic Striping and Pavement Markers IG` " U 1.00 Ls V $ �ti $ J() 9 Potholing and Utility Locating 1.00 LS $ I( $ 10 33 Inch Water Abandonment 1,710.00 LF $ 2j, $ 11 30 Inch Welded Steel Pipe (CML&TC) 2,425.00 LF $ $ 12 Dewatering and desiltation of water before disposal 1.00 LS $ $ 13 42 Inch Steel Casing by Microtunneling Method and Grouting 345.00 LF $ �'.��� $ ��3 ✓� 14 Microtunneling Sending and Receiving Shafts 1.00 LS $ 3 �lj 15 Remove and Reconstruct Existing 8 Inch Water Main 65.00 LF $ $ r 16 Remove and Reconstruct Existing 12 Inch Water Main 355.00 LF $3W $ Cl 17 2 Inch Temporary Water Service Lateral 1.00 EA $ K`JPb $ 18 27 Inch Pipeline Connection with Thrust Walls 1.00 EA $ $ 9,517 19 33 Inch Pipeline Connection with Thrust Wall 1.00 EA $ $ 20 33 Inch/14 Inch Pipeline Connection with Thrust Walls 1.00 EA $ - $ 21 Vault Modification-Details 1 &2/C-6 1.00 LS 22 30 Inch Butterfly Valve 5.00 EA 23 8 Inch Gate Valve 1.00 EA $ n tr $ x 7� 24 12 Inch Gate Valve 3.00 EA $ �4� $ + C-2.1 SECTION C PROJECT BID SCHEDULE A PROJECT NAME,CC 1523 WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT Item Description Quantity Unit Unit Cost Total Cost No. (Eatensian) 25 4 Inch Air Release Valve Assembly-Detail 3/CD-1 2.00 EA $ $ �r�{' ggqJ�(�'y5 26 4 Inch Combination AR and WQTS-Detail 2/CD-1 2.00 EA $ � $ 0 . 27 Cathodic Protection 1.00 LS $ U $ JI 28 Groundwater Monitoring Well and Monitoring 2.00 EA $ 0 $ r 29 Settlement Monitoring and Smoothness Surveys 1.00 LS $ $ 30 8 Inch Pump Out 2.00 EA $ $ J 31 Roadway Excavation 840.00 cy $� � $ 32 Aggregate Base 560.00 Cy $ 33 HMA(4 Inch Layer for Full Roadway Reconstruction) 370.00 TON $ VP5 _ $ &Z' /0 34 2 Inch HMA Grind and Overlay 7,900.00 Sy $ j.J - $ /6' t)� 35 Adjust Manhole Cover to Grade 14.00 EA $ ;756 36 Adjust Water Valve,Gas Valve, Sewer Cleanout,or Survey Monument to Grade 9.00 EA $ a ..) _ $�� J 37 Remove and Reconstruct Traffic Sensor Loops 4.00 EA $_ 5 $ ^• � 38 Remove and Reconstruct Concrete Cross Gutter 900.00 SF $ � $ E � 39 Survey Monument Replacement 8.00 EA $ 40 Deferring Site Condition Occurrence(Peat) 1.00 $ $ TOTAL BID AMOUNT IN WORDS: KI F zV, }SU / /(��"'' ��'/✓(lJ F�f �....�/"' ,'' "'(i� ."'�i 4'E�/�e 49 r/2�rY'./v^t�/��% E� -! t rl6'r(lam•£'"rJ L_, 11 ' �.✓C 1. / J Note: Refer to Section 9, Measure and Payment for description of each Item on Bid Schedule. All extensions of unit prices will be subject to verification by Owner. In case verification is required between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-2.2 Deferring Site Condition Occurrence (Peat), 1.0 LS REVISED Bid Item No. 40 Differing Site Condition Occurrence (Peat), 50.0 LF This is to acknowledge recelpt and .--view of Addendum Number One, dated October 19, 2017. Company Name By Date All bidders must acknowledge and include the receipt of this Addendum with )(our bid proposal. Should you have any questions regarding this Addendum, please call Andrew Ferrigno at (714) 536- 5291 within 24 hours of posting. 15 of 14 of Addendum #1 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, 'i whichever is greater, and the portion of the work to be done by such subcontractor. 11 Cost ension) Bid Name and Address of State Class DIR PWC Dollar % of Items) Subcontractor License Registration# Amount Contract F Number n s De-ciV S WeUlm' A. � vi37 �f �J�O t k ass' 3J.� 3t� ��'S�5 ��t'�y!L'Gjld'x ''"�`�° •7�2`�c� /.� ✓� 'C�a�Z,� 2R) : J. t 'equirm By submission of this proposal,the Bidder certifies: ie righ' 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the WOCWB through the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. ' C-3 4" A dr NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the tat of California that the foregoing is true and correct and that this declaration is executed on Ea •" "', at �n /� ate City State f .J L-U5 ' , being first duly sworn, deposes and says thk� she is of&:L "' the parry making the foregoing bid th t the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid,and will not pay fee to any corporation,partnership, company association, organization,bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. 77 Name of Bidder Signa Bidder r Address of Bidder G4 UTILITY AGREEMENT HONORABLE BOARD OF DIRECTORS OF THE WEST ORANGE COUNTY BOARD Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT from WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC No. 1523, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Contractor By Title 4 , Date: C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified,removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes 'No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Contractor By Title Date: 10 1-6 111 C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Bidder Name Busines Address City, State Zip Telephone Number , Email Address �', ?gT State Contracto 's License No. and Class Original to ssued 7/ Expiration I5ate The work site was inspected by r, i r r- �-! of our office on /`i% Z , 2011 The following are persons, firms, and corporations having a principal interest in this proposal: The undersigned is prepared to satisfy the Board of Directors of the West Orange County Water Board of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Company Name Signatur f Bidder Printed or T` ed Signature C-8 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of SAN DIEGO ) On 101i6 - before me, HELEN E.WHEALDON, NOTARY PUBLIC ate Here Insert Name and Title of the Officer personally appeared BRYAN LUSKY Name(a)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose names) isAw subscribed to the within instrument and acknowledged to me that he/s� executed the same in hisA3er/tfteir authorized capacity(les),and that by his/49W#e&signature(s)on the instrument the person(e), or the entity upon behalf of which the person(a)acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. p HELEN E.WHEACD-A WITNESS my hand and official seal. CO #2194356 z Notaryy Public •California o z San Diego County Signature A Comm,Expires Apr.28,2021 Signature of Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies)Claimed by Signer(s) Signer's Name: BRYAN LUSKY Signer's Name: K)Corporate Officer — Title(s): SECRETARY ❑Corporate Officer — Title(s): ❑Partner— ❑Limited ❑General ❑Partner — ❑Limited ❑General ❑Individual ❑Attorney in Fact ❑individual ❑Attorney in Fact ❑Trustee ❑Guardian or Conservator ❑Trustee ❑Guardian or Conservator ❑Other: ❑ Other: Signer Is Representing: Signer Is Representing: 02014 National Notary Association•www.NationalNotary.org•1-800-US NOTARY(1-800-876-6827) Item#6907 NOTARY CERTIFICATE Subscribed and sworn to before me this—day of 201 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy,or validity of that document. State of ) County of ) On before me, Month,Day, and Year Insert Name and Title of Notary personally appeared Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s),or the entity upon behalf of which the person(s) acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Signature of Notary Public (PLACE NOTARY SEAL ABOVE) C-9 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the installation of large diameter, typically 24-inch and greater, welded steel potable water pipe lines within areas below the ground water table, installation of dewatering wells and structural shoring in areas below the ground water table, and the installation of welded steel pipe for both casing pipe and carrier pipe. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has perfonned similar work within and around the past five years: 1. / G,eOr✓J7 G'.!/L�A�'/.*?•�Y l�T/!a'lid d6 e /Vxy 6&7 i ,. 16/ 6!7"A/) Name and Address of Public Agency Name and Telephone No. of Project Manager: '-��.�� 'L r, > , . Contract Amount Type of Work Date Completed Provide additional project description to show similar work: ,��/'ZC7 C�'• � ��l�� �l.Lx t..'iz-! .� c.: f-r�_�'J'� �Z�r�=�S 2��`/ ,/�i.9°'�'t�'S�-�{C•.i 2. C-=Jr� G?'` f�Ed � 1 '�7?:✓ c:. t>_ � .�a.ddnr > ji�rLtrr�� p-L ,1r9�'.e P= Name and Address of Public Agency Name and Telephone No. of Project Manager: icy/ Contract Amount Type of Work Date Completed Provide additional project description to show similar work: � slr'Jnr��l»�/<�n,.'Lf P.� ��j C'�'U �.,i' ,9� L'.�r 7 � /f'�'�'�'y � jyc/(./L,��t'-'�,��'' /./�K'!•.�/l�'�/J,.✓ IV ���F�� /./:�L.;-S, �.�T��'r�s.,�r,� fi"h7'=�.��n-;• �>^ �%nryt::z.i�l� Name and Addr ss of Public Agency Name and Telephone No. of Project Manager: �'ras�' /we_s f� ' f�`� "K970 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: z C-10 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager, and Superintendent. For each of these critical positions, please list at least three projects for which the critical staff has performed similar work within and around the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. Name of proposed Project Manager Telephone No. of proposed Project Manager: 7(4'17Y� vY q(-.,5771.,5a; �dk ✓r_v � �r���-o- j y:fi� `?ici /' ��' Project Name & Contract Amount Type of Work Date Completed Project Name & Contract Amount Type of Work Date Completed Project Name&Contract Amount Type of Work Date Completed 2. Name of proposed Superintendent Telephone No. of proposed Superintendent: OVD Project Name &Contract Amount Type of Work Date Com 1p d Project Name&Contract Amount Type of Work Date Completed Project Name&Contract Amount Type of Work Date Completed C-11 Micro-Tunnel Project History If the bidder is self-performing the micro-tunnel then this section shall be completed only for micro tunnel projects that were self-perforned by the bidder. If the bidder is using a subcontractor to perform micro-tunnel operations, then this section of the bid documents shall be completed documenting the micro-tunnel subcontractor's project history. For the purposes of this project, the micro-tunneling contractor/subcontractor shall provide project history of similar work, specifically referencing the installation of large diameter, typically 24-inch and greater, butt-welded steel casing pipe within Caltrans right of way. The Specification Section 02441 1.03 outlines criteria to qualify the micro-tunnel contractor/subcontractor for this project. Information provided in this section of the bid documents shall satisfy the criteria of Section 02441 1.03. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the micro-tunnel contractor/subcontractor has performed similar work within and around the past five years: Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type,soil strength, "N"Value,hydrostatic head, depth of casing MTBM Operator C-12 2. Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Contract Amount Date Completed Provide additional project description to show similar work such as, length.of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N" Value,hydrostatic head, depth of casing MTBM Operator 3. Name and Address of Public Agency Naive and Telephone No. of Agency's Project Manager: Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N"Value, hydrostatic head, depth of casing MTBM Operator C-13 Micro-Tunnel Proposed Staff Listed below is the name of the bidders proposed MTBM Operator. List at least three projects for which the MTBM Operator has performed similar work within and around the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. Name of proposed MTBM Operator 1. Project Name, Date Completed Length of Tunnel, Soil Conditions 2. Project Name, Date Completed Length of Tunnel, Soil Conditions 3. Project Name, Date Completed Length of Tunnel, Soil Conditions C-14 CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) CERTIFICATE Pursuant to SB 854 (citing Labor Code Section 1771.1(a)),passed by the California State Senate on June 20, 2014, established a new public works Contractor Registration Program, which requires all contractors and subcontractors bidding and performing work on Public Works Projects to register on an annual basis (each July 1 through June 30 state fiscal year) with the California Department of Industrial Relations (DIR). Currently the annual non-refundable registration fee for Contractors is $300. Each contractor to whom a public works contract has been awarded shall sign the following certificate. DIR FACT SHEET on SB 854 http://www.dir.ca.gov/DLSE/PublieWorks/SB854FactSheet 6.30.14.pdf DIR's Contractor Registration Link—Call (844)522-6734 https://efiling.dir.ca.gov/PWCR/ActionServiet?action=displayPWCRegistrationForm DIR's Contractor Registration searchable database: https:Hefiling.dir.ca.gov/PWCR/Search.action I am aware and will comply with the provisions of Labor Code Section 1771.l(a)which states: "A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code,provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded." I furthermore will comply by providing proof of registration with DIR as the primary contractor, as well as for ALL subcontractors at the time of submitting the bid. Ali- Contractor r 4"! By Title Date: PWC Registration#: C-15 BID BOND Conforms with The American Institute of Architects,A.I.A.Document No.A-310 KNOW ALL BY THESE PRESENTS,That we, CCL CONTRACTING, INC. as Principal,hereinafter called the Principal, and the LIBERTY MUTUAL INSURANCE COMPANY of ATTN:SURETY CLAIMS DEPARTMENT,1001 4TH AVENUE,SUITE 1300,SEATTLE,WA 98154 ,a corporation duly organized under the laws of the State of MASSACHUSETTS ,as Surety,hereinafter called the Surety,are held and firmly bound unto CITY OF HUNTINGTON BEACH as Obligee,hereinafter called the Obligee, in the sum of TEN PERCENT OF GREATER AMOUNT BID Dollars($ 10% ) ,for the payment of which sum well and truly to be made,the said Principal and the said Surety,bind ourselves,our heirs,executors,administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has submitted a bid for WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT-CC NO. 1523;WILLOW LANE AND WESTMINSTER BLVD.TO SPRINGDALE ST.AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER NOW,THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terns of such bid,and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid,then this obligation shall be null and void,otherwise to remain in full force and effect. Signed and sealed this 18TH day of OCTOBER 2017_ 1 CCL CONTRACTING, INC. (Seal) 1 Principal Witness By A- BRYAN KY, SE09TARY Title LIBERTY MUTUAL INSURANCE COMPANY Witness { By D. C1 MARK D. IATAROLA, Attorney-in-Pact S-00541GEEF 12100 FRP CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of SAN DIEGO ) On 10L7(-,11'-) before me, HELEN E.WHEALDON, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared BRYAN LUSKY Name(s)of Signer(&) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(e) is/are subscribed to the within instrument and acknowledged to me that he/she 4ey executed the same in hlsAie~authorized capacity(ies),and that by his/4e644e4r signature(s)on the instrument the person(e), or the entity upon behalf of which the person(s)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph Is true and correct. W(ComHELEN E.WHEALDON WITNESS my hand and official seal. CO #2194350 z �J m. otarSan Diego County Signatureyy PuPublic -California o �f�"Ex Tres Am.2- 21121~ Signature of Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this Information can deter alteration of the document or fraudulent reattachment of this form to an unintended document Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies)Claimed by Signer(s) Signer's Name: BRYAN LUSKY Signer's Name: KI Corporate Officer — Titie(s): SECRETARY L7 Corporate Officer—Title(s): O Partner— ❑Limited ❑General ❑Partner — ❑Limited ❑General ❑Individual ❑Attorney in Fact ❑individual ❑Attorney in Fact ❑Trustee ❑Guardian or Conservator ❑Trustee ❑Guardian or Conservator ❑Other: ❑ Other: Signer Is Representing: Signer Is Representing: 02014 National Notary Association•www.NationalNotary.org- 1-800-US NOTARY(1-800-876-6827) Item#5907 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of SAN DIEGO ) On 10/18/2017 before me, HELEN E.WHEALDON, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared MARK D. IATAROLA Name(&)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(e) whose name(e) is/efe subscribed to the within instrument and acknowledged to me that he/she*tey executed the same in hisfhe6q#hew authorized capacity4es),and that by his/4efAl4e4 signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. HELEN E.WH€ALDON t WITNESS my hand and official seal. COMM.Pu #2194350 z Notary Public•California o z San Diego County Signature { a Comm.Ex ires r.28,2021� Signature of Notary Public Place Notary Seal Above OPTIONAL Though this section Is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies)Claimed by Signer(s) Signer's Name: MARK D. IATAROLA Signer's Name: O Corporate Officer — Title(s): CI Corporate Officer— Title(s): O Partner — ❑Limited O General O Partner— ❑Limited ❑General ❑Individual N Attorney in Fact 0 Individual ❑Attorney In Fact ❑Trustee O Guardian or Conservator C)Trustee 171 Guardian or Conservator ❑Other: D Other: Signer Is Representing: Signer Is Representing: ©2014 National Notary Association•www.NationaiNotary.org-1-800-US NOTARY(1-800-876-6827) Item#5907 THIS POWER OF ATTORNEY IS-NOT'VALID UNLESS IT IS PRINTED ON RED E!IACKG tOUND; Tlits Power of Attorney limits the acts of those named.herein,and theyhave no$uthorhy to:brnd the Company ezcepF in the mariner and to the extent herein stated. Certificate No.7893018 Liberty.Mutual tnsurence Company The Ohio Casualty Insurance Company; WestAmet9-can Insuranc±aCompany POWER OE'ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS That The Ohio Casualty Insurance Company Is a`corporation`duly organized under`the laws of the State of New.Hampshife;that Liberty Mutuei insurance Company is a corporation`duly organized under the laws of the State of:Massachusetts,and..Wasl American:Insurance.Company..It a.corporation duly organized under the laws of the State of.lodlana(herein collectively,called:the.'Campepies') pursuant to ano bysuthonty herein set,forth does hereby name;constitute:and:appoint, Michelle M.Basuil;Sandra Fqu@Kia Mark D.laiarola;Helen Maroney,Jo�q G Maloney all of the ciiy of Escondido state of C!1 each. vfdually If there:be niore..V*':one nemec7;its trite and:lawfui attorney:li>*:"0' make,-execute,seal;acknowledge and deliver,for and oft its behalf as surety grad,i6 its act slid deetl arty-;slid all undertakings,.tiOAds;rscogrfjiaitiie&and afhsrsurety obllgatiotis;.ip'p rsuance:gf these pres�tts:and'$hal) be as binding upon the Companies as rf they hays beerf duly signedby the president and attested by'Itie secretary of the 4Yoniparnes in;their own'ixbper persons. IN WITNESS WHEREOF,this Power of Attomeyk iii bEeii subseribed by ail authorized meet#f:offidil of the bmpantes apd,the te s cofporaeais.:of the Companies have been affixed thereto this 18th day of September 20t7 N11INS&A P�INSIJq� s�1N5Ugi `C The Ohio Cauas Insurance Company a N o ,ei5. o LlberiyMutuallnsurance.:Company: d 0 o y 191 Z :,b 1 1` West. merican.Insuratoe Company STATE OF PENNSYLVANIA ss David f4 C ssistant Secretary +_+ COUNTY OF MONVOMERY to WOn this 18th day of September 2017 before me personally appeared David M.Carey who acknowledged himself to be the;Assistanl Secfetary of Liberty Mutual insurance v U d) Company,.The Ohio Casualty Company,and West American Insurance Company,and that he as such,being authorized so,.to do,execute the,foregoing Instrument for the purposes >W p herein contained by signing on behalf of the corporations by himself as a duty authorized officer. ` C> iq > IN WITNESS WHEREOF,I have hereunto subscribed my name artd affixed my notarial seal at King of Prussia Pennsylvania on the day and year hrslabove wrhten. O E y yP pAdp COMMONWEALTH OF PENNSYLVANIA -'tJotaiial Seal C y tic .r s y Teresa Pastella.Notary Public BY• mp ` oR Upper MerianTwp.;.Montgomery County :.Teresa Pastails,.Notary Public d C 1qQ My Commieaion Fxphes.Mar0 28.2021 }� (� 01 p yVp 4 .. Member PemoyNeno A—ion ot.Notaries � � � � .. _ ,. _. a_..� e This Power of Attorney is made and executed.pursuant o and by authority of the following By-laws and Authorizations The Ohip Casualty Insurance Company,Uberty Mutual, rn Q Insurance Company,and.Wesl Amorican Insurance Company which resolutions are now in ful1.l(oioe and effect reading.as follows., t C ARTICLE IV-.OFFICERS—Section 12.Power.of Attorney.Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject O:C to such rimitatiO as the Chairman or the President may prescribe,shall appoint such`attorneys-in-fact,.as may be necessary to act in behalf of the.Corporation to make;execute;seal,: �. O C acknowledge and deliver as surety any and all undertakings,fronds,recognizances and other surety obligations. Such attorneys-In-fact,subject to the limitations set forth in theirrespective � E powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to.attach thereto.the seal of the Corporation. When so p (p executed,such.instruments shall be as binding as if signed by the.President and attested to by the Secretary,Any power or authority granted to any representative or attorney in-fact.lirtder > the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers.granting such power or authority, L ARTICLE.XIII-Execution of Contracts—SECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose In writing by the chalrman.or the president, E:4Q L and subject to such limitations as the.chairman,or.the.presldentmay prescribe,shalt appoint such attomeys m:fact,:as may be necessary to.act in behalf oF;the Company to,make;execute; L-64 M o seal,acknowledge and deriver as surety any and all undertakings,bonds,recognizances and other surety obligations 'Suctr.attomeys irr fact subject to the limitations set forth In.their C Z. v :respective powers of attorney,shall have full power to bind the Company by their.signature and execution of any such Instrumen is and to attach thereto the.seat of the.Company When so. 00 executed such.instruments shall be as biniting as It signed bythepresident and alt�ted bytfte secretary. eQ Certificate of Designation The Presid- of the Co ~g mpany acting pyrsuant tolhe Bylaws office Company aathodzesUav[d M Carey Assistant Secretary to appoint such ettomeys In fact as may be necessary to act art.behalf afilte Campanyte make;ext}Wie,seal acknowleti�e dlld de#v�as;surety*-and.all undertatange,!&'nds,recognizanoes and other surety. obligations. Authorization—By.unanimous consent of the Company s.Board of DlroCtprs,the.Companyconsentt;3hat facstmjle or medlariicatly reproduces!SIg{fature of any assistantsecretary of the Company,wherever appearing upon a ceil�ed copy of any:power of attorney issued by.the Company in aq 6n 6tion with aunty bonds,shalt be yalld'and binding upon tli@:Company with the same force and effect as though manually afpxed I, Renee C. Llewellyn, the uruters(gnad Assistant Sear@tary, The Ohio Cesita_y Insuriinctz.Company.Lftierty Mtduai tnsurarwa Cnntpany atid;West American Insurer Company.do hereby certify that the original power of attontey of which life roregoktg:is a[elf Lue and corset copy of.the Poaver.of Attorney executed bj+:said Companies is in fug.force:and effect and. has not been revoked. • . .:,...- :._. .. _ : . IN TESTIMONY WHEREOF I have hereunto set m ttand and afl(xed the seals of sak! 1$TK OCTOBER 17 Y Companies this.. day of ,20 .W1 a 9 ry n o tyi� o F " 1912 1991 BYt ~: a Renee C L slant Secretary F. 38 of 150 LMS 12873_022017 Micro -Tunnel Project History (VADNAIS TRENCHLESS SERVICES, INC.) If the bidder is self -performing the micro -tunnel then this section shall be completed only for micro tunnel projects that were self -performed by the bidder. If the bidder is using a subcontractor to perform micro -tunnel operations, then this section of the bid documents shall be completed documenting the micro -tunnel subcontractor's project history. For the purposes of this project, the micro -tunneling contractor/subcontractor shall provide project history of similar work, specifically referencing the installation of large diameter, typically 24-inch and greater, butt -welded steel casing pipe within Caltrans right of way. The Specification Section 02441 1.03 outlines criteria to qualify the micro -tunnel contractor/subcontractor for this project. Information provided in this section of the bid documents shall satisfy the criteria of Section 02441 1.03. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the micro-tumiel contractor/subcontractor has performed similar work within and around the past five years: City of Los Angeles - 1149 South Broadway #300, Los Angeles, CA 90015 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Andy Flores - (213) 485-4496 $2,042,894 March 2015 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro -tunnel, diameter of casing installed, casing material, soil type, soil strength, "N" Value, hydrostatic head, depth of casing *See Project No. 58 on attached John Foote / Roger Skog MTBM Operator C-12 2. City of Manteca - 1001 West Center Drive, Manteca, CA 95337 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Greg Showerman-(209)456-8400 $1,504,975 May 2017 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N"Value,hydrostatic head, depth of casing *See Project No. 72 on attached John Foote MTBM Operator 3. Pacific Gas & Electric-6121 Bollinger Canyon Rd, San Ramon, CA 94583 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Jose Quintero-(925)407-7943 $890,420 October 2017 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N"Value,hydrostatic head,depth of casing "`See Project No. 75 on attached John Foote MTBM Operator **See additional pages for complete Vadnais Trenchless project history.'* C-13 Micro-Tunnel Proposed Staff Listed below is the name of the bidders proposed MTBM Operator. List at least three projects for which the MTBM Operator has performed similar work within and around the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. John Foote Name of proposed MTBM Operator 1. Santa Monica Bay Low Flow Diversion Upgrades Phase 2 March 2015 Project Name, Date Completed 846 LF of 60" Permalok Steel Casing Beach Deposits (silty sand and gravel) Length of Tunnel, Soil Conditions 2. I-5 Widening Segment 2 Pipeline Relocation Project April 2017 Project Name, Date Completed 2 ea @ 300 LF Parallel 36" OD Welded Steel Casing Wet Med.Dense Sand Length of Tunnel, Soil Conditions 3. R-349 L-101 San Fransiquito Creek Crossing October 2017 Project Name, Date Completed 476 LF of 24" Sacrificial Steel Casing Young Bay Mud(Soft Silt and Sand) Length of Tunnel, Soil Conditions C-14 " � ® DATE(MMIDDlYYYY) A`�o CERTIFICATE OF LIABILITY INSURANCE 12/14/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Norma Figueroa Alliant Insurance Services, Inc. PHONE FAx CA License No.OC36861 .619-849-3871 A/c No:619-699-2163 EA Dp_gAIL nfi ueroa alliant.com 701 B Street, 6th Floor ADDtiES�;_ San Diego CA 92101 INSURERS AFFORDING COVERAGE _ NAIC 9 INSURER A:Travelers Property Casualty Co of Amer 25674 INSURED CCLCONT-01 INSURER B:Travelers Indemnity Company of CT 25682 CCL Contracting, Inc. 1938 Don Lee Place INSURER C: Escondido CA 92029 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:819494217 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER MMIDD/YYYY MM/DDIYYYY B X COMMERCIAL GENERAL LIABILITY Y Y DT22-CO-4E524998-TCT-17 4/1/2017 4/1/2018 EACH OCCURRENCE $1,000,000 DAMAGE TO REffT_C0_ CLAIMS-MADE L-J OCCUR PREMISES ffa occurrence $300,000 X Ded.$5,000 O FORM MEO EXP AAn�on±p ) $5.000 �b �� PERSONAL&ADV INJURY_ $1,000,000 GEML AGGREGATE LIMIT APPLIES PER: By* C� GENERAL AGGREGATE $2.000,000 POLICY[�]PRO- 1:1 LOC CYfY A�kN IRCHAFL 0. 5 PRODUCTS-COMP/OP AGG $2.000,000 � OTHER: $ A AUTOMOBILE LIABILITY Y Y 8104E5249 -TCT-17 4/1/2017 4/1/2018 CO Ea aMBINED SINGLE LIMIT 98 ccident $ X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per acGdenl) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Pea Id A X UMBRELLA LIAR X OCCUR Y Y CUP-3J055535.17-26 4/1/2017 4/1/2018 EACH OCCURRENCE $4,000,000 EXCESS LIAR CLAIMS-MADE AGGREGATE _ $4,000,000 DED X RETENTION$io.000 $ A WORKERS COMPENSATION Y DTJUB4E524998-17 4/1/2017 41112018 X STATUTE ER AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE YIN E.L EACH ACCIDENT $1,000,000 OFFICERIMEMBER EXCLUDED? ❑Y N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If es,describe underDESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1.000,000 A Installation Coverage 6602G409802 411/2017 4/1/2018 Max Amount $2,000.000 Temp Storage&Transit $250,000 Deductible s1,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Re:Project#CC1523,1405 Expansion,Relocation of WOCWB 33-inch Water,at Westminster. City of Huntington Beach and the West Orange County Water Board,their officers,elected or appointed officials,employees,agents and volunteers are included as Additional Insureds on primary and non-contributory basis,per project aggregate applies. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Huntington Beach and the West Orange County ACCORDANCE WITH THE POLICY PROVISIONS. Water Board 2000 Main St. AUTHORIZED REPRESENTATIVE PO Box 190 Huntington Beach CA 92648 C--7 .�© ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD COMMERCIAL GENERAL LIABILITY POLICY NUMBER: DT22-CO-4E524998-TCT-17 ISSUE DATE: 04/01/2017 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE NAME OF PERSON(S) OR ORGANIZATION(S): City of Huntington Beach and the West Orange County Water Board, their officers, elected or appointed officials, employees, agents and volunteers. PROJECT/LOCATION OF COVERED OPERATIONS: 1. WHO IS AN INSURED— (Section II) is amended b) The insurance provided to the additional in- to include the person or organization shown in the sured does not apply to "bodily injury", "prop- Schedule above, but: erty damage" or "personal injury" arising out a) Only with respect to liability for"bodily injury", of the rendering of, or failure to render, any "property damage"or"personal injury";and professional architectural, engineering or sur- b) If, and only to the extent that, the injury or veying services, including: damage is caused by acts or omissions of 1. The preparing, approving, or failing to you or your subcontractor in the performance prepare or approve, maps, shop draw- of "your work" on or for the project, or at the derdraw- ings, opinions, reports, surveys, field or- location, shown in the Schedule. The person pp o change orders, or the preparing, a or organization does not qualify as an addi- approving, or failing to prepare or ap tional insured with respect to the independent prove,drawings and specifications; and acts or omissions of such person or organiza- ii. Supervisory, inspection, architectural or tion. engineering activities. 2. The insurance provided to the additional insured c) The insurance provided to the additional in- by this endorsement is limited as follows: sured does not apply to "bodily injury" or a) In the event that the Limits of Insurance of "property damage" caused by "your work" this Coverage Part shown in the Declarations and included in the "products-completed op- exceed the limits of liability required by a erations hazard" unless a "written contract "written contract requiring insurance" for that requiring insurance" specifically requires you additional insured, the insurance provided to to provide such coverage for that additional the additional insured shall be limited to the insured, and then the insurance provided to limits of liability required by that "written con- the additional insured applies only to such tract requiring insurance". This endorsement "bodily injury" or "property damage" that oc- shall not increase the limits of insurance de- curs before the end of the period of time for scribed in Section III—Limits Of Insurance. which the "written contract requiring insur- ance" requires you to provide such coverage CG D2 47 08 05 0 2005 The St. Paul Travelers Companies, Inc. Page 1 of 2 COMMERCIAL GENERAL LIABILITY or the end of the policy period, whichever is I. Immediately record the specifics of the earlier. claim or"suit"and the date received; and 3. The insurance provided to the additional insured II. Notify us as soon as practicable. by this endorsement is excess over any valid and The additional insured must see to it that we collectible "other insurance", whether primary, receive written notice of the claim or"suit" as excess, contingent or on any other basis, that is soon as practicable. available to the additional insured for a loss we cover under this endorsement. However, if a c) The additional insured must immediately "written contract requiring insurance" for that ad- send us copies of all legal papers received in ditional insured specifically requires that this in- connection with the claim or"suit", cooperate surance apply on a primary basis or a primary with us in the investigation or settlement of and non-contributory basis, this insurance is pri- the claim or defense against the "suit", and mary to "other insurance" available to the addi- otherwise comply with all policy conditions. tional insured which covers that person or organi- d) The additional insured must tender the de- zation as a named insured for such loss, and we fense and indemnity of any claim or "suit" to will not share with that "other insurance". But the any provider of"other insurance"which would insurance provided to the additional insured by cover the additional insured for a loss we this endorsement still is excess over any valid cover under this endorsement. However,this and collectible "other insurance", whether pri- condition does not affect whether the Insur- mary, excess, contingent or on any other basis, ance provided to the additional insured by that is available to the additional insured when this endorsement is primary to "other insur- that person or organization is an additional in- ance" available to the additional insured r sured under such"other insurance"• which covers that person or organization as a 4. As a condition of coverage provided to the named insured as described in paragraph 3. additional insured by this endorsement: above. a) The additional insured must give us written 5. The following definition is added to SECTION V. k notice as soon as practicable of an "occur- —DEFINITIONS: rence" or an offense which may result in a "Written contract requiring insurance" means claim. To the extent possible, such notice that part of any written contract or agreement should include: under which you are required to include a I. How, when and where the "occurrence" person or organization as an additional in- or offense took place; sured on this Coverage Part, provided that ii. The names and addresses of any injured the "bodily injury" and "property damage" oc- persons and witnesses; and curs and the "personal injury" is caused by an i offense committed: iii. The nature and location of any injury or damage arising out of the"occurrence"or a. After the signing and execution of the contract or agreement by you; offense. b) If a claim is made or"suit" is brought against b. While that part of the contract or the additional insured, the additional insured agreement is in effect;and must: c. Before the end of the policy period. 4 i i Page 2 of 2 0 2005 The St. Paul Travelers Companies, Inc. CG D2 47 08 05 Policy Number: C04E524998 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS XTEND ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL. LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE—This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only, Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights,duties, and what is and is not covered, A. Aircraft Chartered With Pilot H. Blanket Additional insured — Lessors Of Leased B. Damage To Premises Rented To You Equipment C. Increased Supplementary Payments I. Blanket Additional Insured — Stales Or Political Subdivisions— Permits D. Incidental Medical Malpractice J. Knowledge And Notice Of Occurrence Or Offense E. Who Is An Insured — Newly Acquired Or Formed K. Unintentional Omission Organizations F. Who Is An Insured — Broadened Named Insured L. Blanket Waiver Of Subrogation —Unnamed Subsidiaries M. Amended Bodily Injury Definition G. Blanket Additional Insured — Owners, Managers N. Contractual Liability—Railroads Or Lessors Of Premises PROVISIONS INJURY AND PROPERTY DAMAGE LI- A. AIRCRAFT CHARTERED WITH PILOT ABILITY: The following is added to Exclusion g., Aircraft, Exclusions c. and g, through n. do not apply io "premises damage". Exclusion f.(1)(a) Auto Or Watercraft, in Paragraph 2.of SECTION I — COVERAGES — COVERAGE A BODILY IN- does not apply to "premises damage" caused JURY AND PROPERTY DAMAGE LIABILITY: by: This exclusion does not apply to an aircraft that a. Fire; is: b. Explosion; (a) Chartered with a pilot to any insured; c. Lightning; (b) Not owned by any insured;and d. Smoke resulting from such fire, explosion, (c) Not being used to carry any person or prop- or lightning;or erty for a charge. e. Water; B. DAMAGE TO PREMISES RENTED TO YOU unless Exclusion f.of Section I—Coverage A 1. The first paragraph of the exceptions in Ex- —Bodily Injury And Property Damage Liability clusion j., Damage To Property, in Para- is replaced by another endorsement to this graph 2. of SECTION I — COVERAGES — Coverage Part that has Exclusion—All Pollu- COVERAGE A BODILY INJURY AND tion Injury Or Damage or Total Pollution Ex- PROPERTY DAMAGE LIABILITY is deleted. clusion in its title. 2. The following replaces the last paragraph of A separate limit of insurance applies to Paragraph 2., Exclusions, of SECTION I — "premises damage" as described in Para- COVERAGES — COVERAGE A. BODILY graph 6. of SECTION III — LIMITS OF IN- SURANCE, CG D3 16 11 11 a 2©11 The Travelers Indemnity Company.All rights reserved. Page 1 of 6 COMMERCIAL GENERAL LIABILITY 3. The following replaces Paragraph 6. of SEC- C. INCREASED SUPPLEMENTARY PAYMENTS TION III—LIMITS OF INSURANCE; 1. The following replaces Paragraph 1.b. of Subject to 5. above, the Damage To Prem- SUPPLEMENTARY PAYMENTS — COVER- ises Rented To You Limit is the most we will AGES A AND B of SECTION I — COVER- pay under Coverage A for damages because AGE: of "premises damage" to any one premises, b. Up to $2,500 for the cost of bail bonds The Damage To Premises Rented To You required because of accidents or traffic Limit will apply to all "property damage" law violations arising out of the use of any t proximately caused by the same "occur- vehicle to which the Bodily Injury Liability i rence", whether such damage results from: Coverage applies. We do not have to fur- fire; explosion; lightning;smoke resulting from nish these bonds. such fire, explosion, or lightning; or water; or 2. The following replaces Paragraph 1.d, of any combination of any of these causes. SUPPLEMENTARY PAYMENTS — COVER- The Damage To Premises Rented To You AGES A AND B of SECTION I — COVER. Limit will be: AGES: a. The amount shown for the Damage To d. All reasonable expenses incurred by the Premises Rented To You Limit on the insured at our request to assist us in the Declarations of this Coverage Part;or investigation or defense of the claim or E b. $300,000 if no amount is shown for the "suit", including actual loss of earnings up Damage To Premises Rented To You to $500 a day because of time off from Limit on the Declarations of this Coverage work. t Part. D. INCIDENTAL MEDICAL MALPRACTICE I t 4. The following replaces Paragraph a. of the 1. The following is added to the definition of"oc- definition of "insured contract" in the DEFINI- currence"in the DEFINITIONS Section: TlON5 Section: "Occurrence" also means an act or omission a. A contract for a lease of premises. How- committed in providing or failing to provide ever, that portion of the contract fora "incidental medical services", first aid or lease of premises that indemnifies any "Good Samaritan services"to a person. person or organization for "premises damage"is not an"insured contract"; 2. The following is added to Paragraph 2.a.(1)of SECTION 11—WHO IS AN INSURED: 5. The following is added to the DEFINITIONS Section: Paragraph (1)(d) above does not apply to "bodily injury" arising out of providing or fail- "Premises damage means property dam- Ing to provide: age"to: (i) "Incidental medical services" by any of a. Any premises while rented to you or tem- your "employees" who is a nurse practi- porarily occupied by you with permission tioner, registered nurse, licensed practical of the owner;or nurse, nurse assistant, emergency medi- r b. The contents of any premises while such cal technician or paramedic;or premises is rented to you, if you rent such (ii) First aid or"Good Samaritan services" by premises for a period of seven or fewer any of your "employees" or "volunteer consecutive days. replaces Paragraph 4.b. 1 b workers", other than an employed or vol- 6. The following p g p ( )( ) unleer doctor. Any such "employees" or of SECTION IV — COMMERCIAL GENERAL "volunteer workers" providing or failing to LIABILITY CONDITIONS: provide first aid or "Good Samaritan ser- (b) That Is insurance for"premises damage"; vices" during their work hours for you will i or be deemed to be acting within the scope 7. Paragraph 4.b.(1)(c) of SECTION IV — of their employment by you or performing i COMMERCIAL GENERAL LIABILITY CON- duties related to the conduct of your busi- DITIONS is deleted. ness. i i i i Page 2 of 6 ®2011 The Travelers Indemnity Company.All rights reserved. CG D3 16 11 11 i 3 I COMMERCIAL GENERAL LIABILITY 3. The following is added to Paragraph 5, of 4. Any organization you newly acquire or form, SECTION III—LIMITS OF INSURANCE: other than a partnership, joint venture or lim- For the purposes of determining the applica- ited liability company, of which you are the ble Each Occurrence Limit, all related acts or sole owner or in which you maintain the ma- omissions committed in providing or failing to jority ownership interest, will qualify as a provide "incidental medical services", first aid Named Insured if there is no other insurance or"Good Samaritan services" to any one per- which provides similar coverage to that Or- son will be deemed to be one"occurrence". ganization, However: 4. The following exclusion is added to Para- a. Coverage under this provision is afforded graph 2., Exclusions, of SECTION I —COV- only, ERAGES —COVERAGE A BODILY INJURY (1) Until the 180th day after you acquire or AND PROPERTY DAMAGE LIABILITY: form the organization or the end of the Sate Of Pharmaceuticals policy period, whichever is earlier, if you 'Bodily injury' or "property damage" arising do not report such organization in writing out of the willful violation of a penal statute or to us within 180 days after you acquire or ordinance relating to the sale of pharmaceuti- form it;or cals committed by, or with the knowledge or (2) Until the end of the policy period, when consent of, the insured, that date is later than 180 days after you 5. The following is added to the DEFINITIONS acquire or form such organization, if you Section: report such organization in writing to us "Incidental medical services"means: within 180 days after you acquire or form a. Medical,surgical, dental, laboratory, x-ray it, and we agree in writing that it will con- or nursing service or treatment, advice or tinue to be a Named Insured until the end instruction, or the related furnishing of of the policy period; food or beverages;or b. Coverage A does not apply to "bodily injury' b. The furnishing or dispensing of drugs or or "property damage" that occurred before medical, dental, or surgical supplies or you acquired or formed the organization; and appliances. c. Coverage B does not apply to "personal in- "Good Samaritan services" means any emer- jury' or "advertising injury' arising out of an gency medical services for which no compen- offense committed before you acquired or sation is demanded or received, formed the organization, 6. The following is added to Paragraph 4.b., Ex- F. WHO IS AN INSURED — BROADENED NAMED cess Insurance, of SECTION IV — COM- INSURED—UNNAMED SUBSIDIARIES MERCIAL GENERAL LIABILITY CONDI- The following is added to SECTION II — WHO IS TIONS: AN INSURED: The insurance is excess over any valid and collectible other insurance available to the in- Any of your subsidiaries, other than a partnership, sured, whether primary, excess, contingent or joint venture or limited liability company, that is on any other basis, that is available to any of not shown as a Named Insured in the Declara- your "employees" or "volunteer workers" for tions is a Named Insured if you maintain an own- "bodily injury" that arises out of providing or ership interest of more than 50% in such subsidi- failing to provide "incidental medical ser- ary on the first day of the policy period. vices", first aid or"Good Samaritan services" No such subsidiary is an insured for"bodily injury' to any person to the extent not subject to or "properly damage" that occurred, or"personal Paragraph 2.a.(1) of Section II — Who Is An injury' or "advertising injury' caused by an of- Insured. fense committed after the date, if any, during the E. WHO IS AN INSURED — NEWLY ACQUIRED policy period, that you no longer maintain an OR FORMED ORGANIZATIONS ownership interest of more than 50% in such sub- The following replaces Paragraph 4. of SECTION sidiary, Il—WHO IS AN INSURED: CG D3 16 11 11 ©2011 The Travelers Indemnity Company.All rights reserved. Page 3 of 6 i 1 COMMERCIAL GENERAL LIABILITY G. BLANKET ADDITIONAL INSURED-- OWNERS, H. BLANKET ADDITIONAL INSURED — LESSORS MANAGERS OR LESSORS OF PREMISES OF LEASED EQUIPMENT The following is added to SECTION II —WHO IS The following is added to SECTION II —WHO IS AN INSURED: AN INSURED: Any person or organization that is a premises Any person or organization (hat is an equipment owner, manager or lessor and that you have lessor and that you have agreed in a written con- agreed in a written contract or agreement to in- tract or agreement to include as an insured on clude as an additional insured on this Coverage this Coverage Part is an insured, but only with re- Part is an insured, but only with respect to liability sect to liabilityfor"bodilyinjury", "propertydam- for "bodily injury", "property damage", "personal p "personal " injury" or"advertising injury"that; age", injury"or"advertising injury"" that: a. Is "bodily injury" or "property damage" that a. Is "bodily injury" or "property damage" that occurs, or is "personal injury" or "advertising occurs, or is "personal injury" or "advertising injury" caused by an offense that is commit- injury" caused by an offense that is commit- led, subsequent to the execution of that con led, subsequent to the execution of that con- tract or agreement; and tract or agreement;and b. Arises out of the ownership, maintenance or b. Is caused, in whole or in part, by your acts or use of that part of any premises leased to omissions in the maintenance, operation or use of equipment leased to you by such you, equipment lessor. The insurance provided to such premises owner, The insurance provided to such equipment lessor manager or lessor is subject to the following pro- is subject to the following provisions: visions: a. The limits of insurance provided to such a. The limits of insurance provided to such premises owner, manager or lessor will be equipment lessor will be the minimum {units the minimum limits which you agreed to pro- which you agreed to provide in the written vide in the written contract or agreement, or contract or agreement, or the limits shown on the limits shown on the Declarations, which- the Declarations,whichever are less. ever are less. b. The insurance provided to such equipment lessor does not apply to any"bodily injury" or b. The insurance provided to such premises "property damage" that occurs, or "personal ' owner, manager or lessor doss not apply to: injury"or"advertising injury" caused by an of- (1) Any "bodily injury" or "property damage" fense that is committed, after the equipment that occurs, or"personal injury" or"adver- lease expires. I tising injury"caused by an offense that is c. The insurance provided to such equipment committed,after you cease to be a tenant lessor is excess over any valid and collectible in that premises; or other insurance available to such equipment (2) Structural alterations, new construction or lessor, whether primary, excess, contingent demolition operations performed by or on or on any other basis, unless you have behalf of such premises owner, lessor or agreed in the written contract or agreement manager. that this insurance must be primary to, or c. The insurance provided to such premises non-contributory with, such other insurance, owner, manager or lessor is excess over any in which case this insurance will be primary valid and collectible other insurance available to, and non-contributory with, such other in- to such premises owner, manager or lessor, surance, _. whether primary, excess, contingent or on I. BLANKET ADDITIONAL INSURED — STATES 1 any other basis, unless you have agreed in OR POLITICAL SUBDIVISIONS—PERMITS the written contract or agreement that this in- The following is added to SECTION II—WHO IS surance must be primary to, or non- I contributory with, such other insurance, in AN INSURED: which case this insurance will be primary to, Any state or political subdivision that has issued a and non-contributory with, such other insur- permit in connection with operations performed by ance. you or on your behalf and that you are required i f Page 4 of 6 ®2011 The Travelers Indemnity Company.All rights reserved. CG D3 16 1111 i l i COMMERCIAL GENERAL LIABILITY by any ordinance, law or building code to include (ii) A manager of any limited liability as an additional insured on this Coverage Part is company;or an insured, but only with respect to liability for (iii)An executive officer or director of "bodily injury", "property damage", "personal in- any other organization; jury" or"advertising injury" arising out of such op- that is your partner, joint venture erations. member or manager; or The insurance provided to such state or political (b) Any "employee" authorized by such subdivision does not apply to: partnership, joint venture, limited li- a. Any "bodily injury," "property damage," "per- ability company or other organization sonal injury" or"advertising injury" arising out to give notice of an "occurrence" or of operations performed for that state or po- offense. litical subdivision;or (3) Notice to us of such "occurrence"or of an b. Any "bodily injury" or "property damage" in- offense will be deemed to be given as cluded in the "products-completed operations soon as practicable if it is given in good hazard". faith as soon as practicable to your work- J. KNOWLEDGE AND NOTICE OF OCCUR- ers' compensation insurer. This applies RENCE OR OFFENSE only if you subsequently give notice to us of the "occurrence" or offense as soon as The following is added to Paragraph 2., Duties In persons de- The Event of Occurrence, Offense, Claim or scribed in Paragraphs e.practicable after any of the he or (2) above Suit, of SECTION IV — COMMERCIAL GEN- discovers that the"occurrence"or offense ERAL LIABILITY CONDITIONS: may result in sums to which the insurance e. The following provisions apply to Paragraph provided under this Coverage Part may a. above, but only for the purposes of the in- apply. surance provided under this Coverage Part to you or any insured listed in Paragraph 1. or 2. However, if this Coverage Part includes an en- of Section I —Who Is Insured: dorsement that provides limited coverage for "bodily injury" or "properly damage" or pollution (1) Notice to us of such "occurrence" or of- costs arising out of a discharge, release or es- fense must be given as soon as practica- cape of"pollutants" which contains a requirement ble only after the 'occurrence" or offense that the discharge, release or escape of "pollut- is known by you (if you are an individual), ants" must be reported to us within a specific any of your partners or members who is number of days after its abrupt commencement, an individual (if you are a partnership or this Paragraph e. does not affect that require- joint venture), any of your managers who ment. is an individual (if you are a limited liability K. UNINTENTIONAL OMISSION company), any of your "executive offi- cers" or directors (if you are an organiza- The following is added to Paragraph 6., Repre- tion other than a partnership,joint venture sentations, of SECTION IV — COMMERCIAL or limited liability company) or any em- GENERAL LIABILITY CONDITIONS; ployee" authorized by you to give notice The unintentional omission of, or unintentional of an"occurrence"or offense. error in, any information provided by you which (2) If you are a partnership, joint venture or we relied upon in issuing this policy will not preju- limited liability company, and none of your dice your rights under this insurance. However, partners, joint venture members or man- this provision does not affect our right to collect agers are individuals, notice to us of such additional premium or to exercise our rights of "occurrence" or offense must be given as cancellation or nonrenewal in accordance with soon as practicable only after the "occur- applicable insurance laws or regulations. rence"or offense is known by: L. BLANKET WAIVER OF SUBROGATION (a) Any individual who is: The following is added to Paragraph 8., Transfer (i) A partner or member of any part- Of Rights Of Recovery Against Others To Us, nership or joint venture; of SECTION IV — COMMERCIAL GENERAL LI- ABILITY CONDITIONS: CG D3 16 11 11 02011 The Travelers Indemnity Company.All rights reserved. Page 5 of 6 i COMMERCIAL GENERAL LIABILITY i If the insured has agreed in a contract or agree- 3. "Bodily injury" means bodily injury, mental ment to waive that insured's right of recovery anguish, mental injury, shock,fright,disability, against any person or organization, we waive our humiliation, sickness or disease sustained by i right of recovery against such person or organiza- a person, including death resulting from any tion, but only for payments we make because of; of these at any time. j a. "Bodily injury" or "property damage" that oc- N. CONTRACTUAL LIABILITY—RAILROADS curs; or 1. The following replaces Paragraph c. of the t b. "Personal injury" or "advertising injury" definition of "insured contract" in the DEFINI- caused by an offense that is committed; TIONS Section: subsequent to the execution of that contract or c. Any easement or license agreement; agreement. 2. Paragraph f.(1) of the definition of "insured M. AMENDED BODILY INJURY DEFINITION contract" in the DEFINITIONS Section is de- leted. The following replaces the definition of "bodily injury" in the DEFINITIONS Section: `s G 1 I I 1 1 E t i s i i i jI 3 3� #it E I qg� 1 2 S 1 I i 3 i i I i E E Page 6 of 6 ©2011 The Travelers Indemnity company.Ail rights reserved. CG D3 16 1111 F E E 3 COMMERCIAL GENERAL LIABILITY POLICY NUMBER: DT22-CO-4E524998-TCT-17 ISSUE DATE:04-03-17 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY DESIGNATED PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Project Designated Project(s): General Aggregate(s): EACH "PROJECT" FOR WHICH YOU HAVE AGREED, GENERAL AGGREGATE IN A WRITTEN CONTRACT WHICH IS IN EFFECT LIMIT SHOWN ON THE DURING THIS POLICY PERIOD, TO PROVIDE A DECLARATIONS. SEPARATE GENERAL AGGREGATE LIMIT; PROVIDED THAT, THE CONTRACT IS SIGNED AND EXECUTED BY YOU BEFORE THE "BODILY INJURY" OR "PROPERTY DAMAGE" OCCURS. . A. For all sums which the insured becomes legally 3. Any payments made under COVERAGE A. obligated to pay as damages caused by "occur- for damages or under COVERAGE C. for rences" under COVERAGE A. (SECTION I), and medical expenses shall reduce the Desig- for all medical expenses caused by accidents un- nated Project General Aggregate Limit for der COVERAGE C (SECTION I), which can be that designated "project". Such payments attributed only to operations at a single desig- shall not reduce the General Aggregate Limit nated "project"shown in the Schedule above: shown in the Declarations nor shall they re- f. A separate Designated Project General Ag- duce any other Designated Project General gregate Limit applies to each designated"pro- Aggregate Limit for any other designated ject", and that limit is equal to the amount of "project"shown in the Schedule above. the General Aggregate Limit shown in the 4. The limits shown in the Declarations for Each Declarations, unless separate Designated Occurrence, Damage To Premises Rented Project General Aggregate(s) are sched- To You and Medical Expense continue to uled above. apply. However, instead of being subject to 2. The Designated Project General Aggregate the General Aggregate Limit shown in the Limit is the most we will pay for the sum of all Declarations, such limits will be subject to the damages under COVERAGE A., except applicable Designated Project General Ag- damages because of "bodily injury" or"prop- gregate Limit. erty damage" included in the "products- B. For all sums which the insured becomes legally completed operations hazard", and for medi- obligated to pay as damages caused by "occur- cal expenses under COVERAGE C, regard- rences" under COVERAGE A. (SECTION I), and less of the number of: for all medical expenses caused by accidents un- a. Insureds; der COVERAGE C. (SECTION I), which cannot be attributed only to operations at a single desig- b. Claims made or"suits"brought; or nated"project"shown in the Schedule above: c. Persons or organizations making claims or bringing"suits". CG D2 11 01 04 Copyright,The Travelers Indemnity Company, 2004 Page 1 of 2 COMMERCIAL GENERAL LIABILITY 1. Any payments made under COVERAGE A. vided, any payments for damages because of for damages or under COVERAGE C. for "bodily injury" or "property damage" included in medical expenses shall reduce the amount the "products-completed operations hazard" will available under the General Aggregate Limit reduce the Products-Completed Operations Ag- or the Products-Completed Operations Ag- gregate Limit, and not reduce the General Aggre- gregate Limit,whichever is applicable;and gate Limit nor the Designated Project General 2. Such payments shall not reduce any Desig- Aggregate Limit. nated Project General Aggregate Limit. E. For the purposes of this endorsement the Defini- C. Part 2.of SECTION III--LIMITS OF INSURANCE tions Section is amended by the addition of the Is deleted and replaced by the following: following definition: 2. The General Aggregate Limit is the most we "Project" means an area away from premises will pay for the sum of: owned by or rented to you at which you are per- a. Damages under Coverage B; and forming operations pursuant to a contract or agreement. For the purposes of determining the b. Damages from "occurrences" under applicable aggregate limit of insurance, each COVERAGE A (SECTION 1) and for all "project" that includes premises involving the medical expenses caused by accidents same or connecting lots, or premises whose con- under COVERAGE C (SECTION 1)which nection is interrupted only by a street, roadway, cannot be attributed only to operations at waterway or right-of-way of a railroad shall be a single designated"project"shown in the considered a single"project". i SCHEDULE above. F. The provisions of SECTION III — LIMITS OF 1 D. When coverage for liability arising out of the INSURANCE not otherwise modified by this en- "products-completed operations hazard" is pro- dorsement shall continue to apply as stipulated. li 5 3 dpwr� O� I y o a� } 5 Page 2 of 2 Copyright,The Travelers Indemnity Company,2004 CG D2 11 0104 ooesaz i f I POLICY NUMBER: 8104E524998 COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GENERAL DESCRIPTION OF COVERAGE—This endorsement broadens coverage. However,coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights,duties,and what is and is not covered. A. BROAD FORM NAMED INSURED H. HIRED AUTO PHYSICAL DAMAGE— LOSS OF B. BLANKET ADDITIONAL INSURED USE—INCREASED LIMIT C. EMPLOYEE HIRED AUTO I. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES—INCREASED LIMIT D. EMPLOYEES AS INSURED J. PERSONAL PROPERTY E. SUPPLEMENTARY PAYMENTS — INCREASED K. AIRBAGS LIMITS L. NOTICE AND KNOWLEDGE OF ACCIDENT OR F. HIRED AUTO — LIMITED WORLDWIDE COV- LOSS ERAGE—INDEMNITY BASIS M. BLANKET WAIVER OF SUBROGATION G. WAIVER OF DEDUCTIBLE—GLASS N. UNINTENTIONAL ERRORS OR OMISSIONS PROVISIONS A. BROAD FORM NAMED INSURED this insurance applies and only to the extent that The following is added to Paragraph A.1., Who Is person or organization qualifies as an "insured" An Insured, of SECTION II—COVERED AUTOS under the Who Is An Insured provision contained LIABILITY COVERAGE: in Section II. Any organization you newly acquire or form dur- C. EMPLOYEE HIRED AUTO ing the policy period over which you maintain 1. The following is added to Paragraph A.9., 50% or more ownership interest and that is not Who Is An Insured, of SECTION II — COW separately insured for Business Auto Coverage. ERED AUTOS LIABILITY COVERAGE: Coverage under this provision is afforded only un- An "employee" of yours is an "insured" while til the 180th day after you acquire or form the or- operating an "auto" hired or rented under a ganlzation or the end of the policy period, which- contract or agreement in an "employee's" ever is earlier. name, with your permission, while performing duties related to the conduct of your busi- B. BLANKET ADDITIONAL INSURED ness. The following is added to Paragraph c. in A.1., 2. The following replaces Paragraph b. in B.5., Who Is An Insured, of SECTION II —COVERED Other Insurance, of SECTION IV — BUSI- AUTOS LIABILITY COVERAGE: NESS AUTO CONDITIONS: Any person or organization who is required under b. For Hired Auto Physical Damage Cover- a written contract or agreement between you and age, the following are deemed to be cov- that person or organization, that is signed and ered"autos"you own: executed by you before the "bodily injury" or (1) Any covered "auto" you lease, hire, "property damage" occurs and that is In effect rent or borrow; and during the policy period,to be named as an add€- (2) Any covered"auto" hired or rented by tional insured is an "insured" for Covered Autos your "employee" under a contract In Liability Coverage, but only for damages to which an "employee's" name, vAth your CA T3 53 02 15 ®2015 The Travelers Indemnity Company.All rights reserved. Page 1 of 4 Includes copyrighted material of Insurance Services office,Inc.with its permission. COMMERCIAL AUTO - i permission, while performing duties (a) With respect to any claim made or "suit" related to the conduct of your busi- brought outside the United States of ness. America, the territories and possessions However, any"auto"that is leased, hired, of the United States of America, Puerto rented or borrowed with a driver is not a Rico and Canada: i covered "auto". (I) You must arrange to defend the Nn- D. EMPLOYEES AS INSURED sured"against, and investigate or set- tie any such claim or"suit" and keep The following is added to Paragraph A.1., Who Is us advised of all proceedings and ac- An Insured, of SECTION If—COVERED AUTOS tions. LIABILITY COVERAGE: (ii) Neither you nor any other involved Any "employee"of yours is an "insured"while us- "insured" will make any settlement ' ing a covered"auto"you don't own, hire or borrow without our consent. in your business or your personal affairs. Ili)We may, at our discretion, E. SUPPLEMENTARY PAYMENTS — INCREASED ( y participate in defending the "insured" against, or LIMITS in the settlement of, any claim or j 1. The following replaces Paragraph A.2.a.(2), "suit". of SECTION 11—COVERED AUTOS LIABIL- ITY COVERAGE: (iv)We will reimburse the "Insured" for sums that the "insured" legally must (2) Up to $3,000 for cost of bail bonds (in- pay as damages because of "bodily cluding bonds for related traffic law viola- injury" or"property damage"to which tions) required because of an "accident" this insurance applies, that the "in- we cover. We do not have to furnish sured" pays with our consent, but these bonds. only up to the limit described in Para- 2. The following replaces Paragraph A.2.a.(4), graph C., Limits Of Insurance, of of SECTION 11—COVERED AUTOS LIABIL- SECTION 11 — COVERED AUTOS _ ITY COVERAGE: LIABILITY COVERAGE. (4) All reasonable expenses incurred by the (v) We will reimburse the "insured" for "insured" at our request, including actual the reasonable expenses incurred loss of earnings up to $500 a day be- with our consent for your investiga- i tion of such claims and your defense cause of time off from work. of the "insured" against any such " F. HIRED AUTO — LIMITED WORLDWIDE COW I a� suit", but only up to and included ; ERAGE—INDEMNITY BASIS within the limit described in Para- J The following replaces Subparagraph (5) in Para- graph C., Limits Of Insurance, of graph B,7., Policy Period, Coverage Territory, SECTION 11 — COVERED AUTOS of SECTION IV — BUSINESS AUTO CONDI- LIABILITY COVERAGE, and not in TIONS: addition to such limit. Our duty to —= (5) Anywhere in the world, except any country or make such payments ends when we j jurisdiction while any trade sanction, em- have used up the applicable limit of bargo, or similar regulation imposed by the insurance in payments for damages, United States of America applies to and pro- settlements or defense expenses. hibits the transaction of business with or (b) This insurance is excess over any valid within such country or jurisdiction, for Cov- and collectible other insurance available eyed Autos Liability Coverage for any covered to the "insured" whether primary, excess, "auto" that you lease, hire, rent or borrow contingent or on any other basis. „ without a driver for a period of 30 days or less (c) This insurance is not a substitute for re- and that is not an auto" you lease, hire, rent quired or compulsory insurance In any or borrow from any of your "employees", country outside fhe United States, its ter- partners (if you are a partnership), members ritories and possessions, Puerto Rico and (if you are a limited liability company) or Canada. members of their households. Page 2 of 4 0 2015 The Travelers Indemnity company.All rights reserved. CA T3 53 02 16 Includes copyrighted material of Insurance Services Office,Inc.with Its permission, 001760 COMMERCIAL AUTO You agree to maintain all required or (2) In or on your covered"auto". compulsory insurance in any such coun- This coverage applies only in the event of a total try up to the minimum limits required by theft of your covered"auto". local law. Your failure to comply with No deductibles apply to this Personal Property compulsory insurance requirements will coverage. not invalidate the coverage afforded by this policy, but we will only be liable to the K. AIRBAGS same extent we would have been liable The following is added to Paragraph B.3., Exclu- had you complied with the compulsory in- sions, of SECTION III — PHYSICAL DAMAGE surance requirements. COVERAGE: (d) It is understood that we are not an admit- Exclusion 3.a. does not apply to "loss" to one or ted or authorized insurer outside the more airbags in a covered "auto"you own that in- United States of America, its territories flate due to a cause other than a cause of"loss" and possessions, Puerto Rico and Can- set forth in Paragraphs A.1.b. and A.1.c., but ada, We assume no responsibility for the only: furnishing of certificates of insurance, or a. If that "auto" is a covered "auto" for Compre- for compliance in any way with the laws hensive Coverage under this policy; of other countries relating to insurance. b. The alrbags are not covered under any war- G. WAIVER OF DEDUCTIBLE—GLASS ranty; and The following is added to Paragraph D., Deducti- c. The airbags were not intentionally inflated. ble, of SECTION III — PHYSICAL DAMAGE We will pay up to a maximum of $1,000 for any COVERAGE: one"loss". No deductible for a covered "auto" will apply to L. NOTICE AND KNOWLEDGE OF ACCIDENT OR glass damage if the glass is repaired rather than LOSS replaced. The following is added to Paragraph A.2.a., of H. HIRED AUTO PHYSICAL DAMAGE —LOSS OF SECTION IV—BUSINESS AUTO CONDITIONS: USE—INCREASED LIMIT Your duty to give us or our authorized representa- The following replaces the last sentence of Para- tive prompt notice of the "accident" or "loss" ap- graph A.4.b., Loss Of Use Expenses, of SEC- plies only when the "accident" or "loss" is known TION III—PHYSICAL DAMAGE COVERAGE: to: However, the most we will pay for any expenses (a) You (if you are an individual); for loss of use is $65 per day, to a maximum of (b) A partner(if you are a partnership); $750 for any one"accident". (c) A member (if you are a limited liability com- I. PHYSICAL DAMAGE — TRANSPORTATION pany); EXPENSES—INCREASED LIMIT (d) An executive officer, director or insurance The following replaces the first sentence in Para- manager(if you are a corporation or other or- graph A.4.a., Transportation Expenses, of ganization);or SECTION III — PHYSICAL DAMAGE COVER- (e) Any "employee"authorized by you to give no- AGE: tice of the "accident" or"loss". We will pay up to $50 per day to a maximum of M. BLANKET WAIVER OF SUBROGATION $1,500 for temporary transportation expense in- The following replaces Paragraph A.5., Transfer curred by you because of the total theft of a cov- Of Rights Of Recovery Against Others To Us, ered"auto"of the private passenger type. of SECTION IV -- BUSINESS AUTO CONDI- J. PERSONAL PROPERTY TIONS: The following is added to Paragraph AA., Cover- 5, Transfer Of Rights Of Recovery Against age Extensions, of SECTION III — PHYSICAL Others To Us DAMAGE COVERAGE: We waive any right of recovery we may have Personal Property against any person or organization to the ex- tent required of you by a written contract We will pay up to $400 for "toss" to wearing ap- signed and executed prior to any "accident" parel and other personal property which is: or"loss", provided that the"accident"or"loss" (1) Owned by an"insured"; and arises out of operations contemplated by CA T3 53 02 15 ®2015 The Travelers Indemnity Company.All rights reserved. Page 3 of 4 Includes copyrighted material of Insurance Services Office,Ino.with its permission. 1 i COMMERCIAL.AUTO such contract. The waiver applies only to the The unintentional omission of, or unintentional person or organization designated in such error in, any information given by you shall not i contract. prejudice your rights under this insurance. How- j N. UNINTENTIONAL ERRORS OR OMISSIONS ever this provision does not affect our right to col- The following is added to Paragraph B.2., Con- lect additional premium or exercise our right of cealment, Misrepresentation, Or Fraud, of cancellation or non-renewal. SECTION IV—BUSINESS AUTO CONDITIONS: E °� EE i O� 7 o� m� wwwwr m � I 2 Page 4 of 4 ®2015 The Travelers Indemnity Company.All rights reserved. CA T3 63 02 15 Includes copyrighted material of Insurance Services Office,Inc.with Its permission. M 751 TRAVFL�RSAW WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY ENDORSEMENT WC 99 03 76( A)— DOI POLICY NUMBER: UB4E524998 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT- CALIFORNIA (BLANKET WAIVER) We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. The additional premium for this endorsement shall be 2 .0 % of the California workers' compensation pre- mium. Schedule Person or Organization Job Description ANY PERSON OR ORGANIZATION FOR WHICH THE NAMED INSURED HAS AGREED BY WRITTEN CONTRACT EXECUTED PRIOR TO LOSS TO FURNISH THIS WAIVER. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated_ (The information below Is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. Endorsement No. Insured Premium Insurance Company Countersigned by DATE OF ISSUE: ST ASSIGN: Page 1 of 1 EXECUTED IN TRIPLICATE BOND NO. 24231726 PREMIUM INCLUDED IN PERFORMANCE BOND PAYMENT BOND CALIFORNIA PUBLIC WORK KNOW BY ALL THESE PERSONS PRESENT: THAT WHEREAS, WEST ORANGE COUNTY WATER BOARD (sometimes hereinafter referred to as "Owner") has awarded to CCL CONTRACTING, INC. (hereinafter designated as the "Principal"),a Contract dated for work described as follows: West Orange County Water Board Relocation of Feeder No.2 at Westminster Boulevard City of Huntington Beach CASK CONTRACT No. I523 (hereinafter referred to as the"Contract")and WHEREAS,the Principal's contract with the Owner for construction of the Project("Contract") and/or California Civil Code Section 9550 et seq. require that the Principal furnish a labor and materials payment bond to the District that ensures the faithful performance of the Principal's obligations pursuant to the Contract, which bond must have a penal sum equal to one hundred percent of the total amount payable by the Owner to the Principal pursuant to the Contract;and WHEREAS, the undersigned surety ("Surety") is an "admitted surety insurer" in accordance with Section 995,120-of the California Code of Civil Procedure,and the Principal has caused the Surety to issue this Payment Bond for purposes of satisfying the aforementioned requirements of the Contract. NOW, THEREFORE, we, CCL CONTRACTING, INC. , the undersigned Principal and LIBERTY MUTUAL INSURANCE COMPANY ,a _ CORPORATION (Surety) organized and existing under the laws of the State of California, and duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bound unto Owner and to any and all persons, companies, or corporations entitled to file stop notices under Section 9I00 of the California Civil Code in the sum of: FIVE MILLION ONE HUNDRED TWENTY NINE THOUSAND SEVEN HUNDRED FIVE AND 00/100 Dollars ($ 5,129,705.00 ), said sum being not less than one hundred percent(100%) of the total amount payable by the said Owner under the terms of said Contract, for which payment well and truly to be made, we bind ourselves, our heirs, executors, successors, administrators, and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if, said Principal, or its heirs, executors, administrators,successors, or assigns, or a subcontractor, shall 'ail in connection with the Project to pay any person or persons named in Civil Code Section 9100 or fail to pay as and when required(1)any of the persons authorized by California law, including, but not limited to, Civil Code Section 9566, to assert a claim against the Payment Bond,(2)amounts due under the Unemployment Insurance Code with respect to work or labor performed pursuant to the Contract, or (3) any amounts required to be deducted, withheld, and paid over to the Employment 1 of 3 PAYivtENT BOND Development Department from wages of employees of the Principal or any of its subcontractors pursuant to Section 13020 of the Unemployment Insurance Cade with respect to such work and labor,then the Surety shall pay,in full,any and all claims for such amounts,in a total amount not in excess of the penal sum set forth herein, and also, in case suit is brought upon this Payment Bond,such reasonable attorney's fees as fixed by the court. This bond shall insure to the benefit of any of the persons named in Section 9100 of the California Civil Cade, so as to give a right of action to them or their assigns in any suit brought upon this bond. The Surety hereby stipulates and agrees that this Payment Bond shall not be exonerated and the Surety shall not be released from its obligations pursuant to this Payment Bond on account of:(1) any extension of time,change, amendment or other modification of the Contract or other Project documents, or of the Principal's rights and/or obligations pursuant thereto, and Surety hereby waives notice of any and all such modifications; (2)any rescission or attempted rescission of the Contract or this Payment Bond; (3) any fraud of any person or entity other than fraud of a claimant in making a claim on this Payment Bond; or (4) any breach of any contract by the District, the Principal or any person or entity for whose benefit Surety has issued this Payment Bond, The Surety further stipulates and agrees that this Payment Bond shall be construed most strongly against the Surety and in favor of the persons and entities for whose benefit Surety has issued this Payment Bond. Principal and Surety agree that should Owner become a party to any action on this bond each will also pay Owner's reasonable attorney's fees incurred therein in addition to the sum above set forth. The Surety shall not be deemed to have fully and appropriately executed this Payment Bond unless Surety has provided all of the following information: SURETY'S LOCAL REPRESENTATIVE SURETY'S REPREi SENTATIVE FOR FILING CLAIMS MALONEY AND ASSOCIATES Company Name LIBERTY MUTUAL INSURANCE COMPANY Company Name 435 WEST GRAND AVENUE Stre ATTN:SURETY CLAIMS DEPARTMENT et Address 1001 4TH AVENUE,SUITE 1300 Street Address ESCONDIDO,CA 92025 City,State,Zip Code SEATTLE,WA 98154 City,State,Zip Code MARK D. IATAROLA Representative Name RAJAN PATEL Representative Name 760/738-2610 Representative Telephone Number 714/634-5728 Representative Telephone Number 2 of 3 PAYMENT BOND IN WITNESS WHEREOF, the Principal and Surety have executed this Payment Bond as evidenced by the signatures, below, of their respective, duly-authorized representatives, in three original counterparts on DECEMBER 6 2017 (Attach Acknowledgment) CCL CONTRACTING, INC. (Principal) By flh�v Title BRYAN SKY, SVICRETARY (Sea]of Corporation) LIBERTY MUTUAL INSURANCE COMPANY (Surety) By / (� L- _ (Attorney in Fact) MARK D. IATAROLA P,PPROVED: (Attorney for Owner) NOTICE: IMPORTANT: Surety companies executing bonds must possess a certification of authority from the California Insurance Commissioner authorizing them to write surety insurance defined in Section 105 of the California Insurance Code,and if the work or project is financed,in whole or in part, with federal grant or Ioan funds, must also appear on the Treasury Department's most current list(Circular 570 as amended). NO SUBSTITUTION OR REVISION TO THIS BOND FORM WILL BE ACCEPTED, SURETIES MUST BE AUTHORIZED TO DO BUSINESS IN AND HAVE AN AGENT FOR SERVICE OF PROCESS IN CALIFORNIA. CERTIFIED COPY OF POWER OF ATTORNEY MUST BE ATTACHED. 3 of 3 PAYMENT BOND CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of SAN DIEGO ) On 12/07/2017 before me, HELEN E. WHEALDON, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared BRYAN LUSKY Name(s) of Signer(g) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/s#�ef#�ey executed the same in hisAie4#teW authorized ca acit p y' ,and that by his 4eW4-iei-F signature on the instrument the person , or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. _ WITNESS my hand and official seal. HELEN E.WHEALDON COMM. #2194350 z 0 �y Notary Public California o Signature W6& z San Diego County Signature of Notary Public 4 M Comm.Ex Tres A r.28,2021 Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: BRYAN LUSKY Signer's Name: ®Corporate Officer — Title(s): SECRETARY ❑Corporate Officer — Title(s): El Partner — El Limited ❑General ❑ Partner — El Limited ❑General ❑ Individual ❑Attorney in Fact ❑ Individual ❑Attorney in Fact ❑Trustee ❑Guardian or Conservator ❑Trustee ❑Guardian or Conservator ❑Other: ❑ Other: Signer Is Representing: Signer Is Representing: ©2014 National Notary Association •www.NationaiNotary.org• 1-800-US NOTARY(1-800-876-6827) Item#5907 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of SAN DIEGO ) On 12/06/2017 before me, HELEN E. WHEALDON, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared MARK D. IATAROLA Name(&) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(&) whose name(s) is/ere subscribed to the within instrument and acknowledged to me that he/sheMh executed the same in hisMerAheir authorized capacity0es),and that by his/4er{44e4 signature(s)on the instrument the person(s), or the entity upon behalf of which the person(e) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. HELEN E. WHEALDON WITNESS my hand and official seal. COMM. #2194350 z a: Notary Public - California �u Q Z San Diego County Signaturea *�(nit�� d�" Comm.Ex iresApr.28,2021 Signature of Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: MARK D. IATAROLA Signer's Name: ❑Corporate Officer — Title(s): ❑Corporate Officer — Title(s): ❑Partner — ❑ Limited ❑General ❑ Partner — ❑Limited ❑General ❑ Individual ®Attorney in Fact ❑ Individual ❑Attorney in Fact ❑Trustee ❑Guardian or Conservator ❑Trustee ❑ Guardian or Conservator ❑Other: ❑ Other: Signer Is Representing: Signer Is Representing: ©2014 National Notary Association •www.NationaiNotary.org • 1-800-US NOTARY(1-800-876-6827) Item#5907 PERFORMANCE BOND(Cont'd) Whenever Contractor shall be,and is declared by the Owner to be,in default under the Contract,the Own-,r having performed the Owner's obligations thereunder, the Surety shall promptly remedy the default, or shall promptly: 1. Complete the Contract in accordance with its terms and conditions;or 2. Obtain a bid or bids for completing the Contract in accordance with its terms and conditions, and upon determination by Surety of the lowest responsive and responsible bidder,arrange for a Contract between such bidder and the Owner,and make available as work progresses sufficient funds to pay the cast of completion less the balance of the contract price, but not exceeding, including other costs and damages for which Surety may be liable hereunder,the amount set forth above. The term"balance of the contract price'as used in this paragraph shall mean the total amount payable to Contractor by the Owne.r under the Contract and any modifications thereto, less the amount previously properly paid by the Owner to the Contractor. Surety expressly agrees that Owner may reject any contractor or subcontractor that may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor. Surety shall not utilize Contractor in completing the contract nor shall Surety accept a bid from Contractor for completion of the work if the Owner, 6vhen declaring the Contractor in default,notifies Surety of the Owner's objection to Contractor's further participation in the completion of the work. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner named herein or the successors or assigns of the Owner. Any suit under this bond must be instituted within the applicable statute of limitations period. The said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Contract or to the work to be perfonned thereunder or the specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the Contract or to the Work or to the specifications. No final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. 2 of 3 PERFORMANCE BOND IN WITNESS WHEREOF,three counterparts of this instrument,each of which shall for all purposes be deemed as an original hereof,have been duly executed by the Principal and Surety above named, on the 6TH day of DECEMBER 2017 CCL CONTRACTING, INC. Name of P incipal of Cont acting Firm APPROVED: � � By(Signatur (Attorney for the Owner) Title BRY LUSKY, SECRETARY Any Claims under this bond may be addressed to: LIBERTY MUTUAL INSURANCE COMPANY Name and street address of Surety ATTN:SURETY CLAIMS DEPARTMENT 1001 4TH AVENUE,SUITE 1300,SEATTLE,WA 98154 MALONEY AND ASSOCIATES Name and street address of agent or representative in California 435 WEST GRAND AVENUE (If different from above) ESCONDIDO,CA 92025 (SURETY)714/634-5728 Telephone number of Surety (AGENT)760/738-2610 and agent or representative in California LIBERTY MUTUAL INSURANCE COMPANY �/J Surety (Attach Acknowledgment) By ,— �• Title MARK D. IATAROLA,ATTORNEY-IN-FACT IMPORTANT: Surety companies executing Bonds must possess a certificate of authority from the California Insurance Commissioner authorizing them to write surety insurance defined in Section 105 of the California Insurance Code,and if the work or project is financed,in whole or in part,with federal grant or loan fiords,must also appear on the Treasury Department's most current list(Circular 750 as amended). NOTE: A copy of the Power-of-Attorney to local representatives of the bonding company must be attached hereto. 3 of3 PERFORMANCE BOND CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of SAN DIEGO ) On 12/07/2017 before me, HELEN E. WHEALDON, NOTARY PUBLIC , Date Here Insert Name and Title of the Officer personally appeared BRYAN LUSKY Name(,) of Signers) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(a) is/are subscribed to the within instrument and acknowledged to me that hefs�►eey executed the same in hisAie4#teir authorized capacity#ee),and that by his/4eW4he*signature(s)on the instrument the person(s), or the entity upon behalf of which the person(&) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. _ WITNESS my hand and official seal. HELEN E.WHEALDON COMM. #2194350 z Notary Public - California o Signature rl Z San Diego County My Comm.Expire Apr.28,2021 Signature of Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: BRYAN LUSKY Signer's Name: ®Corporate Officer — Title(s): SECRETARY ❑Corporate Officer — Title(s): El Partner — El Limited ❑General El Partner — ❑ Limited ❑ General ❑Individual ❑Attorney in Fact ❑ Individual ❑Attorney in Fact ❑Trustee ❑Guardian or Conservator ❑Trustee ❑ Guardian or Conservator ❑Other: ❑ Other: Signer Is Representing: Signer Is Representing: ©2014 National Notary Association -www.NationalNotary.org - 1-800-US NOTARY(1-800-876-6827) Item#5907 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of SAN DIEGO ) On 12/06/2017 before me, HELEN E. WHEALDON, NOTARY PUBLIC , Date Here Insert Name and Title of the Officer personally appeared MARK D. IATAROLA Name(e) of Signers) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(a) is/are subscribed to the within instrument and acknowledged to me that he/st�e/#k►eq executed the same in hisA" authorized ca aci p ty(+es),and that by his/4e644e4 signature(s)on the instrument the person , or the entity upon behalf of which the person(&) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. HELEWITNESS my hand and official seal. � n COMM. #2194350 z Notary E. WHEALDON U� z � Public • California o Signature � Z San Diego County Signature of Notary Public Comm.Expires Apr,28,2021 Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: MARK D. IATAROLA Signer's Name: ❑Corporate Officer — Title(s): ❑Corporate Officer — Title(s): ❑Partner — El Limited El General El Partner — El Limited ❑General ❑Individual ®Attorney in Fact ❑ Individual ❑Attorney in Fact ❑Trustee ❑Guardian or Conservator ❑Trustee ❑Guardian or Conservator ❑Other: ❑ Other: Signer Is Representing: Signer Is Representing: ©2014 National Notary Association •www.NationalNotary.org • 1-800-US NOTARY(1-800-876-6827) Item#5907 RECEIVED BY: CITY CLERK RECEIPT COPY Return DUPLICATE to City Clerk's Office (Name) after signing/dating (Date) CITY OF HUNTINGTON BEACH INTERDEPARTMENTAL COMMUNICATION TO: City Treasurer FROM: City Clerk J`7 DATE: i SUBJECT: Bond Acceptance have received the bonds for //j 0 (Company Name) CAPITAL PROJECTS (Includes CC's and MSC's) Performance Bond No. � /4� Payment Bond (Labor and Materials) Bond No. Warranty or Maintenance Bond No. TRACT AND DEVELOPMENT Faithful Performance Bond No. Labor and Material Bond No. Guarantee and Warranty Bond No. Monument Bond No. Franchise Bond No. Letter of Credit Bond No. Other Re: Tract No. Approved (Council Approval Date) CC No. Agenda Item No. MSC No. City Clerk Vault No. Other No. SIRE System ID No. g:/forms/bond transmittal to treasurer UNSUCCESSFUL BIDS CC- 1523 West Orange County Water Board Feeder No. 2 Relocation Project • City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov Fe: : Office of the City Clerk 17,1909 Robin Estanislau, City Clerk March 5, 2018 CCL Contracting, Inc. 1938 Don Lee Place Escondido, CA 92029 RE: West Orange County Water Board Feeder No. 2 Relocation Project— CC No. 1523 Enclosed please find your original bid bond for CC-1523. Sincerely, 4�7� -lam] Robin Estanislau, CIVIC x City Clerk RE:ds A Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand SECTION C • PROPOSAL for the construction of WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT from WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC No. 1523 TO THE HONORABLE BOARD OF DIRECTORS OF THE WEST ORANGE COUNTY WATER BOARD: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in • the office of the City Engineer of the City of Huntington Beach enter into a contract with the West Orange County Water Board, (WOCWB.) The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 200 working days, starting from the date of the first Notice to Proceed to procure casing pipe and carrier pipe for the project, to the completion of pipeline construction through the second Noticed to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with WOCWB at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to WOCWB of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE WOCWB RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. This period of sixty days can be extended if it is mutually agreed upon in writing between the WOCWB and the BIDDER. If at such time the contract is not awarded, the • WOCWB will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 t t If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within • 10 working days after the date of the WOCWB'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the WOCWB and this bid and the acceptance hereof may, at the WOCWB'S option, be considered null and void. Accompanying this proposal of bid, find 61 oo V,ix,tvo in the amount of tD610 which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the WOCWB. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond for_% ", as the case may be) Any standard Surety Bid Bond form is acceptable. Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bidder's Signature io zu1� • • C-a SECTION C PROJECT BID SCHEDULE A PROJECT NAME, CC 1523 . WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT BID ITEMS Item Description quantity Unit Unit Cast Total Cost No. (Extension) 1 Mobilization/Demobilization 1.00 LS $ ;,44OX0 $ Q J�K) 2 Prepare WPCP 1.00 LS 4, 3 Install &Maintain Construction BMPs 1.00 LS $ 3 7" $ 31,000 4 Night Work Allowance Per Traffic Control Plan 1.00 LS $ 0 300 5 Permitting 1.00 LS $ ��'� $ 6 Sheeting, Shoring and Bracing 1.00 LS $ $ 11 7 Traffic Control 1.00 LS $ 8 Replace Traffic Striping and Pavement Markers 1.00 LS $ �' $ 9 Potholing and Utility Locating 1.00 LS $ U $ • 10 33 Inch Water Abandonment 1,710.00 LF $ ,� $ Cry d 11 30 Inch Welded Steel Pipe (CML&TC) 2,425.00 LF $ $ 12 Dewatering and desiltation of water before disposal 1.00 LS $ 2110 $ U� Jib 13 42 Inch Steel Casing by Microtunneling Method and Grouting 345.00 LF 14 Microtunneling Sending and Receiving Shafts 1.00 LS $ JJJ $ <<1- 000 15 Remove and Reconstruct Existing 8 Inch Water Main 65.00 LF $ 1po $ s 16 Remove and Reconstruct Existing 12 Inch Water Main 355.00 LF $ YA4 $ M 0 17 2 Inch Temporary Water Service Lateral 1.00 EA $ � $ 18 27 Inch Pipeline Connection with Thrust Walls 1.00 EA $ d 19 33 Inch Pipeline Connection with Thrust Wall 1.00 EA $ $ 20 33 Inch/14 Inch Pipeline Connection with Thrust Walls 1.00 EA $ $ U 21 Vault Modification-Details 1 &2/C-6 1.00 LS $ 3W $ 22 30 Inch Butterfly Valve 5.00 EA $ $ '7000 23 8 Inch Gate Valve 1.00 EA $ r 4[, $ ,/�n ( J • 24 12 Inch Gate Valve 3.00 EA $ �'3 $ C-2.1 SECTION C PROJECT BID SCHEDULE A PROJECT NAME, CC 1523 • WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT " ► riph©a.°4 Qu Ua�ut Un1 '� { ,11i a ,t" rit , 25 4 Inch Air Release Valve Assembly-Detail 3/CD-1 2.00 EA $ X),Su $ 0 T✓00 11rr'' ^^ 26 4 Inch Combination AR and WQTS-Detail 2/CD-1 2.00 EA $ D $ 27 Cathodic Protection 1.00 LS $3100 $ '31,Z1 00 T 28 Groundwater Monitoring Well and Monitoring 2.00 EA $_�_110 $ 29 Settlement Monitoring and Smoothness Surveys 1.00 LS $ $ 30 8 Inch Pump Out 2.00 EA $ 31 Roadway Excavation 840.00 CY $_/A�).T7 $ S 32 Aggregate Base 560.00 CY $ 32 ' $ zd 33 HMA(4 Inch Layer for Full Roadway Reconstruction) 370.00 TON $ !Za $ 36,Z60 34 2 Inch HMA Grind and Overlay 7,900.00 SY $ 1,7_ $ 1024100 • 35 Adjust Manhole Cover to Grade 14.00 EA sly 36 Adjust Water Valve, Gas Valve, Sewer Cleanout, or Survey Monument to Grade 9.00 EA $ $ 37 Remove and Reconstruct Traffic Sensor Loops 4.00 EA $ (5D0 $ ^�ii�1� 38 Remove and Reconstruct Concrete Cross Gutter 900.00 SF $� $ `30 39 Survey Monument Replacement 8.00 EA $ $ 40 Deferring Site Condition Occurrence(Peat) 1.00 $ $ TOTAL BID AMOUNT IN WORDS: ,r ivy vv��m 0/11 6n e Lr Zvi o1,--e e"f: n 111 e Note: Refer to Section 9, Measure and Payment for description of each Item on Bid Schedule. All extensions of unit prices will be subject to verification by Owner. In case verification is required between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. • C-2.2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, d Gast whichever is greater, and the portion of the work to be done by such subcontractor. sbon) f Bid Name and Address of State Class DIR PWC Dollar % of Items) Subcontractor License Registration# Amount Contract Number dive g3la63 (O� I'll i` 1335 N � �r&sdo CA c X-7 t' De&,ns Weld('n& , Peat ' C1:�MQ9,e.�nfio P'ILK VA(9' !� `0� 7 try l}D; JV k72 J-00 llszrXA(x D'' C�c�7 03 A i64 30840 .� ��l ko 0 C�'xnik r 3(J 1s5a5 'Leh /h 'ILe 7�r290 � �6kcy"V2: -equir By submission of this proposal, the Bidder certifies: ie righ 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the WOCWB through the AGENCY will be furnished copies of all subcontracts a, entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID • I declare under penalty of perjury under the laws of thPate atof California that the foregoing is true and correct and that this declaration is executed on , at C Sc"kQo City State being first duly sworn, deposes and says th t�heshe is oQL off-i- CA"fi `��'�t the party making the foregoing bid th t the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or • to any member or agent thereof to effectuate a collusive or sham bid. cei�-..,#c-97,A,6 /�✓Z. Name of Bidder Xt-� - /I Signatu Bidder `�.3 y '&'kv Z&s Address of Bidder • C-4 UTILITY AGREEMENT • HONORABLE BOARD OF DIRECTORS OF THE WEST ORANGE COUNTY BOARD Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT from WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC No. 1523, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding • upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Contractor By Title Date: • C-5 DISQUALIFICATION QUESTIONNAIRE • In accordance with Government Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes ANo If the answer is yes, explain the circumstances in the space provided. • • Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works • contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Contractor By Title Date: 0 Z-6 • G7 BIDDER'S INFORMATION • BIDDER certifies that the following information is true and correct: �fGL Bidder Name M9 x7y/✓ Z-�5t5 I�LUt b Busines5 Address City, State Zip cli�rt.�Z-, 4/rl Telephone Number Email Address State Contr cto 's License No. and Class 8 3J Off' Origin;7,;l to ssued i l Expiration bate 70M 69 The work site was inspected by r of our office on %f1 �=� , 201_1 The following are erssoons, firms, and corporations having a principal interest in this proposal: • / �i't't �1�i�X22li�Cr b+� Lean—/ L The undersigned is prepared to satisfy the Board of Directors of the West Orange County Water Board of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. cnz- c� / Company Name //-5� Lw / Signatur f Bidder • Printed or Tfped Signature C-8 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of SAN DIEGO ) On r02:� before me, HELEN E. WHEALDON, NOTARY PUBLIC , ate Here Insert Name and Title of the Officer personally appeared BRYAN LUSKY Name(s)of Signer( who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/ere subscribed to the within instrument and acknowledged to me that he/theMi executed the same in hisA;;n,eir authorized ca acit p y(ies),and that by his/4eW44eif signature on the instrument the person , or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. HELEN E. WHEALDON WITNESS my hand and official seal. COMM. 2194350 z Public Notary Public • California o z San Diego County Signature Comm.Expires Apr.28,2021� Signature of Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: BRYAN LUSKY Signer's Name: K Corporate Officer — Title(s): SECRETARY ❑Corporate Officer — Title(s): El Partner — ❑ Limited El General El Partner — El Limited 0 General ❑Individual ❑Attorney in Fact ❑ Individual ❑Attorney in Fact ❑Trustee ❑Guardian or Conservator ❑Trustee ❑Guardian or Conservator ❑Other: ❑ Other: Signer Is Representing: Signer Is Representing: ©2014 National Notary Association •www.NationalNotary.org • 1-800-US NOTARY(1-800-876-6827) Item#5907 NOTARY CERTIFICATE Subscribed and sworn to before me this day of , 201_ . • A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of ) County of ) On before me, Month, Day, and Year Insert Name and Title of Notary personally appeared Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument • the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Signature of Notary Public (PLACE NOTARY SEAL ABOVE) C-9 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, • specifically referencing the installation of large diameter, typically 24-inch and greater, welded steel potable water pipe lines within areas below the ground water table, installation of dewatering wells and structural shoring in areas below the ground water table, and the installation of welded steel pipe for both casing pipe and carrier pipe. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within and around the past five years: 1. �/?c.s.✓1J uc�Pi eF eIrl i,,7zi 014-olvty 607,sr- ,r/..^/1�✓4 Q- .Al/� eWAI-I &/US !.W Name and Address of Public Agency Name and Telephone No. of Project Manager: '•': /Dj -?-78,ouo .36 " ¢ 2Y " 4-,4c. `,,OZ5 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 01 2. G'dTy U !y'Ut✓Tr•`t�T ✓ o,�._�` Z �tr,e�.✓ sT. yrit .,1��v.L � i9� C,9 • Name and Address of Public Agency Name and Telephone No. of Project Manager: A/OKKiJ 6j ,,,3 bZ 7q,? 30 C�L 15-c- J lAr T ) Contract Amount Type of Work Date Completed Provide additional project description to show similar work: ��°ri°/zo�z>r�srir�z y /Z,ov 3. Name and Addr ss of Public Agency Name and Telephone No. of Project Manager: ZyH�v Contract Amount Type of Work Date Completed Provide additional project description to show similar work: "Ile C-10 Micro-Tunnel Project History If the bidder is self-performing the micro-tunnel then this section shall be completed only for • micro tunnel projects that were self-performed by the bidder. If the bidder is using a subcontractor to perform micro-tunnel operations, then this section of the bid documents shall be completed documenting the micro-tunnel subcontractor's project history. For the purposes of this project, the micro-tunneling contractor/subcontractor shall provide project history of similar work, specifically referencing the installation of large diameter, typically 24-inch and greater, butt-welded steel casing pipe within Caltrans right of way. The Specification Section 02441 1.03 outlines criteria to qualify the micro-tunnel contractor/subcontractor for this project. Information provided in this section of the bid documents shall satisfy the criteria of Section 02441 1.03. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the micro-tunnel contractor/subcontractor has performed similar work within and around the past five years: Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Contract Amount Date Completed • Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N"Value, hydrostatic head, depth of casing MTBM Operator • C-12 2. Name and Address of Public Agency • Name and Telephone No. of Agency's Project Manager: Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N" Value, hydrostatic head, depth of casing MTBM Operator 3. Name and Address of Public Agency • Name and Telephone No. of Agency's Project Manager: Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N"Value, hydrostatic head, depth of casing MTBM Operator • C-13 Micro-Tunnel Proposed Staff Listed below is the name of the bidders proposed MTBM Operator. List at least three projects • for which the MTBM Operator has performed similar work within and around the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. Name of proposed MTBM Operator 1. Project Name, Date Completed Length of Tunnel, Soil Conditions 2. Project Name, Date Completed Length of Tunnel, Soil Conditions • 3. Project Name, Date Completed Length of Tunnel, Soil Conditions • C-14 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No. 7893018 Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Michelle M.Basuil;Sandra Figueroa;Mark D.latarola Helen Maloney;John G.Maloney all of the city of Escondido state of CA each individually if there be more than one named,its true and lawful attorney-in-fact to make,execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed;any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 18th day of September 2017 ' 14S<� tNSu� ,t Suk,� Zf The Ohio Casualty Insurance Company o � m a Liberty Mutual Insurance Company 0) 0 1919 n o Q r 1912 u.K 1991 West American Insurance Company O S a y J `°" >f��`Ab �7''ssn�,r�s-,�'';� �i �a�n�:a •7 N = STATE OF PENNSYLVANIA ss David M.Carey Assistant Secretary ++ COUNTY OF MONTGOMERY = to d0) On this 18th day of September 2017 before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance v H V ro Company.The Ohio Casualty Company,and West American Insurance Company, and that he, as such, being authorized so to do,execute the foregoing instrument for the purposes N p� therein contained by signing on behalf of the corporations by himself as a duly authorized officer. W E > IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. O d 5p, PAST COMMONWEALTH OF PENNSYLVANIA Q M q� wE�tFtt Notarial Seal _ � C.y �- o Teresa Pasteila,Notary Public By: 1`/ C ` °F Upper MerionTwp.,Montgomery County Teresa Pastella,Notary Public (D_ ti.. air My Commission Expires March 28,2021 3 t0 60 ti t_vr 4. OAAY_ Mernbor,Pennsylvania Associatier,cat Notaries a m C W This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual _N CD 6 r Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: t tv ARTICLE IV-OFFICERS-Section 12.Power of Attorney.Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject O C +; to such limitation as the Chairman or the President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal, y O C acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective E d powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so N p cc executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attomey-in-fact under > the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. _ 04 = ARTICLE Mill-Execution of Contracts-SECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in writing by the chairman or the president, E 00 d and subject to such limitations as the chairman or the president may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Company to make,execute, i-M O Z seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys in-fact subject to the limitations set forth in their =00 Z v respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so v o executed such instruments shall be as binding as if signed by the president and attested by the secretary. O to Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attomeys-in- ~ fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization-By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 18TH day of OCTOBER _ 20 17 iNS(, \N.SU,, NtNS, �;.rOizq,.'Iq ASP okvor,q�^r 0 1919 0 1912 ? r 1991 0?. By: tr x 3' w z Renee C.Ue ssistant Secretary ,VtsFakA t. 39 of 150 LMS 12873 022017 IF C �00 • co Bidders Critical Staffs C61- Listed below are the names of the bidders pro sed Construction Project Manager, and • Superintendent. For each of these critical position , please list at least three projects for which the critical staff has performed similar work within nd around the last five years. These projects do not have to be under the employment of the b dder of this project. Bidders are encouraged submit supplemental relevant project history in ad tion to the projects listed herein. 1. 3�,O.. ztz O-r z--f/Oyt Name of proposed Project Manager Telephone No. of proposed Project Manager: -7�0 7`l3- 2 g Lj Project Name & Contract Amount Type of Work Date Completed rQ4,4 a-v 411 f, 41,1{er !list. �6 `' C=0,L s-z_ V—f�A Project Name & Contract Amount Type of Work Date Completed -,� UsC' /'a, 3.7 fl04:� /011b ?/:? ' Project Name & Contract//Amount Type of Work Date Completed • 2. 3r ( iXl_ a-1' 7f Name of proposed Superintendent Telephone No. of proposed Superintendent: -7,6`' 37P, VJD 41ASC-A& �TV,-V Project Name & Contract Amount Type of Work Date Completed E,55GyL Q 6W 4- Project Name & Contract Amount Type of Work Date Completed �Oj 3 Project Name & Contract Amount Type of Work Date Completed • C-11 CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) CERTIFICATE • Pursuant to SB 854 (citing Labor Code Section 1771.1(a)), passed by the California State Senate on June 20, 2014, established a new public works Contractor Registration Program, which requires all contractors and subcontractors bidding and performing work on Public Works Projects to register on an annual basis (each July 1 through June 30 state fiscal year) with the California Department of Industrial Relations (DIR). Currently the annual non-refundable registration fee for Contractors is $300. Each contractor to whom a public works contract has been awarded shall sign the following certificate. DIR FACT SHEET on SB 854 http://www.dir.ca.gov/DLSE/PublicWorks/SB854FactSheet 6.30.14.pdf DIR's Contractor Registration Link—Call (844) 522-6734 https:Hefiling.dir.ca.gov/P WCR/ActionS ervlet?action=displayPWCRegistrationForm DIR's Contractor Registration searchable database: https://efiling.dir.ca.gov/PWCR/Search.action I am aware and will comply with the provisions of Labor Code Section 1771.1(a)which states: "A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently • registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded." I furthermore will comply by providing proof of registration with DIR as the primary contractor, as well as for ALL subcontractors at the time of submitting the bid. Contractor By Title Date: PWC Registration • C-15 Micro-Tunnel Project History (VADNAIS TRENCHLESS SERVICES, INC.) If the bidder is self-performing the micro-tunnel then this section shall be completed only for micro tunnel projects that were self-performed by the bidder. If the bidder is using a subcontractor to perform micro-tunnel operations, then this section of the bid documents shall be completed documenting the micro-tunnel subcontractor's project history. For the purposes of this project, the micro-tunneling contractor/subcontractor shall provide project history of similar work, specifically referencing the installation of large diameter, typically 24-inch and greater, butt-welded steel casing pipe within Caltrans right of way. The Specification Section 02441 1.03 outlines criteria to qualify the micro-tunnel contractor/subcontractor for this project. Information provided in this section of the bid documents shall satisfy the criteria of Section 02441 1.03. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the micro-tunnel contractor/subcontractor has performed similar work within and around the past five years: 1, City of Los Angeles - 1149 South Broadway#300, Los Angeles, CA 90015 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Andy Flores - (213) 485-4496 $2,042,894 March 2015 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N" Value, hydrostatic head, depth of casing *See Project No. 58 on attached John Foote/ Roger Skog MTBM Operator C-12 2. City of Manteca - 1001 West Center Drive, Manteca, CA 95337 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Greg Showerman - (209)456-8400 $1,504,975 May 2017 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N"Value, hydrostatic head, depth of casing *See Project No. 72 on attached John Foote MTBM Operator 3. Pacific Gas & Electric - 6121 Bollinger Canyon Rd, San Ramon, CA 94583 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Jose Quintero -(925)407-7943 $890,420 October 2017 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N"Value, hydrostatic head, depth of casing *See Project No. 75 on attached John Foote MTBM Operator **See additional pages for complete Vadnais Trenchless project history.** C-13 Micro-Tunnel Proposed Staff Listed below is the name of the bidders proposed MTBM Operator. List at least three projects for which the MTBM Operator has performed similar work within and around the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. John Foote Name of proposed MTBM Operator 1. Santa Monica Bay Low Flow Diversion Upgrades Phase 2 March 2015 Project Name, Date Completed 846 LF of 60" Permalok Steel Casing Beach Deposits (silty sand and gravel) Length of Tunnel, Soil Conditions 2. I-5 Widening Segment 2 Pipeline Relocation Project April 2017 Project Name, Date Completed 2 ea @ 300 LF Parallel 36" OD Welded Steel Casing Wet Med. Dense Sand Length of Tunnel, Soil Conditions 3. R-349 L-101 San Fransiquito Creek Crossing October 2017 Project Name, Date Completed 476 LF of 24" Sacrificial Steel Casing Young Bay Mud(Soft Silt and Sand) Length of Tunnel, Soil Conditions C-14 Prlmcris Services Corporation V adneis Trenchless OVERALL MICROTUNNELING EXPERIENCE Project No. 1 Oso Creek Trunk Sewer Relocation—MISSION VIEJO,CA Owner: Santa Margarita Water District Contact Person: Bart Lantz,Project Manager,SMWD Address:P.O.Box 2279,Mission Viejo,CA 92690 Phone Number:949-459-6505 Design Engineer: Equipment Used: Iseki TCC 500 w/Soft Ground Cutter Soil Conditions: Soil type was clay with no groundwater. Dewatering:N/A Project Description: This project consisted of three microtunneled crossings totaling 1,177 LF. One drive of 377 LF and two drives of 400 LF of 24"VCP with 3/8"deviation at an average depth of 30 FT. Project Superintendent:Mike Greenlee Microtunnel Machine Operator:Ralph Ian Site Safety Representative:Jeff Anderson Contract Amount: $988,173.00 Change Order Amount:$0.00 Start Date: 12/93 Planned Completion Date: 02/94 Actual Completion Date: 02/94 Project No.2 I-680/SR-24 Sewer Relocations—PLEASANT HILL,CA Owner: Central Contra Costa Sanitation District Contact Person:Henry Thom,Project Manager,CCCSD Address: 5019 Imhoff Place,Martinez,CA 94553 Phone Number: 925-229-7334 Design Engineer: Equipment Used: Iseki TCC800 w/Soft Ground Cutter Soil Conditions: Soil type was clay and sand with groundwater approximately one foot above the pipe invert. Dewatering:Dewatering was performed with submersible pumps. Project Description: This project consisted of one drive of 375 LF of 36"O.D. steel casing pipe with'/2"deviation. The depth ranged from 12 to 35 ft. Project Superintendent: Tom Carmichael Microtunnel Machine Operator:Ralph Ian Site Safety Representative:Jeff Anderson Contract Amount: $851,816.00 Change Order Amount: $0.00 Start Date:08/94 Planned Completion Date: 11/94 Actual Completion Date: 11/94 Project No.3 Pipeline 2000—SPRING VALLEY,CA Owner: San Diego Gas&Electric, 101 Ash Street,San Diego,CA 92101 Contact Person: Mitch Hagelstein,Project Manager,Hood Corporation(Prime Contractor) Address:PO Box 4368,Whittier,CA 90607 Phone Number: 562-945-1411 Design Engineer: Owner Equipment Used: Soltau RVS600AS w/Rock Cutter Soil Conditions: Soil type was 30,000-psi blue granite rock with moderate groundwater. Dewatering:The General Contractor,Hood Corporation handled dewatering. Project Description: One drive of 240 LF of 60"ID,61"OD Permalok pipe with 3/8"deviation at a depth of 25 ft. Project Superintendent:N.Paul Vadnais Microtunnel Machine Operator:Troy Stokes Site Safety Representative:Jeff Anderson Contract Amount: $782,800 Change Order Amount: $0.00 Start Date:09/95 Planned Completion Date: 10/95 Actual Completion Date: 10/95 Project No.4 Mission Hills and Santa Ynez Microtunnel—SANTA BARBARA CO,CA Owner: Central Coast Water Authority Contact Person:Dave Baum,Resident Engineer,CCWA Address: 225 Industrial Way,Suite B,Buellton,CA 93427 Phone Number: 805-966-2224 Design Engineer: Equipment Used: Soltau RVS600AS w/Combination Cutter Soil Conditions: Soil conditions consisted of a mixed face of Rincon claystone,river cobble,silty sand,boulder and rock(+12,000 psi)under the San Antonio Creek and the Santa Ynez River. Dewatering:We dewatered with the use of three concrete caisson shafts. Shaft depths were 65 feet,70 feet,and 80 feet. Project Description:This project consisted of one 210 foot drive at a depth of 40 feet under the San Antonio Creek and two drives of approximately 910 LF each at a depth of 60 feet under the Santa Ynez River with 60"ID,61"OD Permalok Pipe. Maximum deviation on all three drives was %". This project was completed under 55 feet of groundwater. Intermediate jacking stations were installed and used. Project Superintendent:N.Paul Vadnais Microtunnel Machine Operator:Troy Stokes Site Safety Representative:Jeff Anderson Contract Amount: $4,565,000 Change Order Amount:$0.00 Start Date:09/96 Planned Completion Date: 06/96 Actual Completion Date: 05/96 Project No.5 Lake Street and Rampart Blvd Interceptor Sewer—LOS ANGELES,CA Owner: City of Los Angeles,650 South Spring Street,Los Angeles,CA 90014 Contact Person:Dan Comorre,Resident Engineer,City of Los Angeles Address: 650 South Spring Street,Los Angeles,CA 90014 Phone Number: 213-473-4952 Design Engineer: Owner Equipment Used: Soltau RVS600 and Soltau RVS250 w/Soft Ground Cutters Soil Conditions: Soil type was classified as extra hazardous,as the project was located in the old City of Los Angeles oil fields with moderate groundwater. Dewatering:Dewatering was performed with submersible pumps. Project Description: This project consisted of 17 drives,totaling 8,350 LF.Intermediate jacking stations were installed and used. Vadnais Corporation installed a total of 18 shafts averaging 35'long x 20'wide,with depths ranging from 15 feet to 50 feet. Deviation on drives ranged from 3/8"to'`/2"deviation.The pipe used for this project was 62"O.D.T-Lock Pipe and 34.5"O.D.VCP No-Dig Pipe.(See Below) 62"RCP Drive 1 894 LF Drive 7 831 LF(w/IJS) Drive 2 894 LF(w/IJS) Drive 8 264 LF Drive 3 661 LF Drive 9 106 LF Drive 4 70 LF Drive 10 801 LF Drive 5 738 LF Drive 11 127 LF Drive 6 127 LF 34.5"VCP Drive 12 507 LF Drive 15 377 LF Drive 13 439 LF Drive 16 440 LF Drive 14 533 LF Drive 17 540 LF Project Superintendent: Phil Palomino Microtunnel Machine Operator:Troy Stokes/Grahme Turnbull Site Safety Representative:Jeff Anderson Contract Amount: $7,989,578 Change Order Amount:$0.00 Start Date: 10/96 Planned Completion Date:09/98 Actual Completion Date: 10/98 Project No.6 South Irvine Regional Sewer—IRVINE&NEWPORT BEACH,CA Owner: Irvine Ranch Water District Contact Person:Jim Tran,Project Manager,IRWD Address:P.O.Box 57000,Irvine,CA 92619 Phone Number:949-453-5555 Design Engineer: Equipment Used: Soltau RVS 250 w/Soft Ground Cutter Soil Conditions: Soil type was sandy clay with minimal groundwater. Dewatering: N/A Project Description: This project consisted of seven drives totaling 2,333 LF at depth ranging from 15 to 25 FT with 3/8"to'/2"deviation. Drivel 366 LF Drive 5 364 LF Drive 2 180 LF Drive 6 510 LF Drive 3 525 LF Drive 7 321 LF Drive 4 64 LF Project Superintendent: Tom Carmichael Microtunnel Machine Operator: Roger Skog Site Safety Representative:Jeff Anderson Contract Amount: $1,867,978.00 Change Order Amount: $0.00 Start Date:06/97 Planned Completion Date:01/98 Actual Completion Date:01/98 Project No.7 I-Street Corridor Sewer Improvement Proiect—UNION CITY,CA Owner: Union Sanitary District,37532 Dusterberry Way,Fremont,CA Contact Person: Brian Gleghorn,Project Manager,J.Flores Construction(Prime Contractor) Address: 4229 Mission St,San Francisco,CA 94112 Phone Number: 415-337-2934 Design Engineer: Equipment Used: Iseki TCC 600 w/Soft Ground Cutter Soil Conditions: Soil type was sandy clay with minimal groundwater. Dewatering: N/A Project Description: This project consisted of one 1,200 LF drive of 500mm Meyers Polycrete Pipe(23.75"O.D.) at a depth of 21 FT with'/2"deviation. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator:Ralph Ian Site Safety Representative:Jeff Anderson Contract Amount:$496,770.00 Change Order Amount:$0.00 Start Date: 10/97 Planned Completion Date: 11/97 Actual Completion Date: 10%97 Project No.8 Sump 2 Improvements—SACRAMENTO,CA Owner: City of Sacramento,5770 Freeport Boulevard,#100,Sacramento,CA 95822 Contact Person:Ken Riley,Sponsor,Kiewit Pacific Company(Prime Contractor) Address:5000 Marsh Drive,Concord,CA 94520 Phone Number:925-686-3030 Design Engineer: MWH,Don Spiegel 916-924-8844 Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Soil type was sandy clay. Dewatering: The General Contractor,Kiewit Pacific handled dewatering using submersible pumps. Project Description: One drive of 180 LF and one drive of 170 LF 72"ID,86"OD RCP at a depth of 25 feet with 3/8"deviation. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative:Jeff Anderson Contract Amount: $574,600 Change Order Amount: $0.00 Start Date:08/98 Planned Completion Date:08/98 Actual Completion Date:08/98 Project No.9 Peters Canyon Trunk Sewer—IRVINE,CA Owner: Irvine Ranch Water District,P.O.Box 57000,Irvine,CA 92619 Contact Person:Jim Tran,Project Manager,IRWD Address:P.O.Box 57000,Irvine,CA 92619 Phone Number: 949-453-5555 Design Engineer: Equipment Used: Iseki TCC500 w/Soft Ground Cutter Soil Conditions: Soil type was silty clay with moderate groundwater. Dewatering: Dewatering was performed using submersible pumps. Project Description: This project consisted of seven drives,totaling 3,020 LF at a depth of 10 to 15 FT with deviation.24"I.D. VCP was used. Drivel 440 LF Drive 5 488 LF Drive 2 408 LF Drive 6 408 LF Drive 3 408 LF Drive 7 360 LF Drive 4 520 LF Project Superintendent:Tom Carmichael Microtunnel Machine Operator:Roger Skog Site Safety Representative:Jeff Anderson Contract Amount: $3,122,245.00 Change Order Amount:$0.00 Start Date:09/98 Planned Completion Date: 11/98 Actual Completion Date: 1 1/98 Project No. 10 Ocean Boulevard Storm Drain—LONG BEACH,CA Owner: Port of Long Beach,925 Harbor Plaza,Long Beach,CA 90802 Contact Person:John King,Project Manager,Bali Construction,Inc.(Prime Contractor) Address: 9852 Vargas Way,South El Monte,CA 91733 Phone Number: 626-442-8003 Design Engineer: Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Soil type was silty sand. Dewatering: Dewatering was performed with submersible pumps. Project Description: This project consisted of four drives of 48"ID,67"OD RCP at a depth of 15 to 20 feet with 3/8"deviation. Drive lengths were 620 LF,860 LF,920 LF,and 800 LF. Intermediate jacking stations were installed and used. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator:Roger Skog Site Safety Representative:Dan Schitea Contract Amount: $1,928,000 Change Order Amount: $0.00 Start Date: 11/98 Planned Completion Date:4/99 Actual Completion Date: 3/99 Project No. 11 Southern Industrial Trunk Sewer Improvement(Ph.II)—STOCKTON,CA Owner: City of Stockton,2500 Navy Drive, Stockton,CA 95206 Contact Person:Jim Falk,Project Manager,Mountain Cascade,Inc.(Prime Contractor) Address: 555 Exchange Court,Livermore,CA 94550 Phone Number:925-373-8370 Design Engineer: Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Soil type was stiff,sticky clay. Dewatering: Dewatering was performed with submersible pumps. Project Description: This project consisted of one 420 LF drive of 72"ID,90"OD RCP at a depth of 19 to 20 feet with 1/2"deviation. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator:Roger Skog Site Safety Representative:Dan Schitea Contract Amount: $580,880 Change Order Amount:$0.00 Start Date:05/99 Planned Completion Date:05/99 Actual Completion Date: 05/99 Project No. 12 Baiamont Way Membrane Filtration Plant—RANCHO CORDOVA,CA Owner: Carmichael Water District Contact Person: Steve Nugent,General Manager Address: 7837 Fair Oaks Blvd.,Carmichael,CA 95608 Phone Number: 916-483-2452 Design Engineer: MWH,Don Spiegel 916-924-8844 Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Soil type was sandy clay with some gravel. Dewatering:Dewatering was performed with submersible pumps. Project Description:This project consisted of three drives: 552 LF, 1,021 LF,and 691 LF under the American River with 45 feet of water head. Intermediate jacking stations were installed. Pipe used was 48"ID,60"OD RCP. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator:Roger Skog Site Safety Representative:Dan Schitea Contract Amount: $3,866,364 Change Order Amount: $0.00 Start Date:06/99 Planned Completion Date:02/00 Actual Completion Date:02/00 Project No. 13 American River Crossing 48"Water Transmission Main—SACRAMENTO,CA Owner: City of Sacramento Contact Person: Dan Sherry,City Engineer,Department of Utilities,City of Sacramento Address: 1395 35`h Avenue,Sacramento,CA 95822 Phone Number: 916-808-1419 Design Engineer:CH2M Hill Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Soil conditions were medium dense alluvium and gravel with an average of 35 feet of groundwater. Dewatering: No shaft dewatering required. Project Description:This project consisted of three tunnel drives:A 324 LF drive under I-5,a 652 LF drive under Garden Highway,and an 1,122 LF drive under the American River. The pipe used was 48"ID,63"OD Reinforced Concrete Cylinder Pipe.Intermediate jacking stations were installed and used. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative: Dan Schitea Contract Amount: $7,190,470.00 Change Order Amount:-$75,776.00 Start Date:08/00 Planned Completion Date: 12/00 Actual Completion Date: 12/00 Project No. 14 Marinette Water Main River Crossing—MARINETTE,WI Owner: City of Marinette Contact Person:Brian Miller,Director of Public Works,City of Marinette Address: 1905 Hall Avenue,Marinette,WI 54143-0135 Phone Number: 715-732-5134 Design Engineer: HNTB,Peter Nilles 414-359-2300 Equipment Used: Soltau RVS 600 w/Combination Cutter Soil Conditions: Soil conditions consisted of stiff clay,and dense silt with nested boulders and saturated wood debris under approximately 40 ft of groundwater. Dewatering: Dewatering was performed using perimeter wells and sump pumps. Project Description:This project consisted of a single drive of 602 LF under the Menominee River.This project utilized the two-pass method with 52.5"O.D. Permalok casing pipe and two 18"ductile iron water mains and a single 6"PVC conduit as the carrier pipes. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative:Dan Schitea Contract Amount: $1,582,500.00 Change Order Amount: $0.00 Start Date:03/01 Planned Completion Date:08/01 Actual Completion Date: 08/01 Project No. 15 California Meadows SR29/SR37 SS Rerouting Proiect—VALLEJO,CA Owner:Vallejo Sanitation and Flood Control District,450 Ryder Street,Vallejo,CA 94590 Contact Person:Jeff Peel,Area Manager,Steve P.Rados,Inc.(Prime Contractor) Address:9550 Elder Creek Road,Sacramento,CA 95829 Phone Number: 916-475-1654 Design Engineer: CH2M Hill Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Soil conditions consisted of some sticky clay with sand and some gravel and jet-grouted peat and clay. The 155 LF run had only nuisance water,but the other runs averaged around 15 feet of groundwater. Dewatering: Shafts were dewatered with submersible pumps. Project Description:This project consisted of five tunnel drives: 155 LF,550 LF,and 3 each at 597 LF. The 155 LF drive was under SR29(Sonoma Blvd.),and the remaining 4 drives(totaling 2,341 LF)were driven from temporary rock islands under the South White Slough. The pipe used was 48"ID,59"OD Polymer Resin Concrete Pipe(Meyers Polycrete). Project Superintendent: Steve Sebestyen Microtunnel Machine Operator:Roger Skog Site Safety Representative:Dan Schitea Contract Amount: $2,032,000.00 Change Order Amount: $736,934.50 Start Date:01/01 Planned Completion Date:4/01 Actual Completion Date: 5/02 Project No.16 Parallel Westside Interceptor(Phase I)—REDDING,CA Owner: City of Redding,Public Works Department Contact Person: Bill Goodwin,City Engineer,City of Redding PWD Address: P.O.Box 496071,Redding,CA 96049 Phone Number: 530-2554170 Design Engineer: CH2M Hill Equipment Used: Soltau RVS 600AS w/Soft Ground Cutter Soil Conditions: The soil conditions on this project consisted of silty clay with cobbles and boulders approximately 10 FT below the water table. Dewatering: The General Contractor,Kenco,handled dewatering on this project. Project Description: This project consisted of a 211 FT drive under an existing railroad track using 48"I.D.RCP. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative:Dan Schitea Contract Amount: $293,200.00 Change Order Amount:$44,460.00 Start Date:06/02 Planned Completion Date:06/02 Actual Completion Date: 06/02 Project No. 17 Sewer Force Main Replacement Project—NAPA,CA Owner: City of Napa Contact Person: Mark Andrilla,Associate Civil Engineer,City of Napa Address: 1600 First Street,Napa,CA 94559 Phone Number: 707-257-9520 Design Engineer: CH2M Hill Equipment Used: Soltau RVS 400 w/Soft Ground Cutter Soil Conditions: Soil conditions consisted of stiff clay,and dense silt with occasional gravel and saturated debris under approximately 30 ft of groundwater. Dewatering: Anderson Construction drilled two 50 FT shafts to cut off the groundwater. Project Description:This project consisted of two tunnel drives totaling 540 LF. The first drive was a 180 LF drive uphill at a 20%slope,and the second drive was 360 LF under the Napa River. This project utilized the two- pass method with 38"O.D.Permalok casing pipe and 24"ductile iron sewer force main for the carrier pipe. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator:Roger Skog Site Safety Representative:Dan Schitea Contract Amount:$2,253,061.00 Change Order Amount: $33,505.00 Start Date:02/03 Planned Completion Date:06/03 Actual Completion Date: 06/03 Project No. 18 Moreno Lakeside Pipeline Project—LAKESIDE,CA Owner: San Diego County Water Authority Contact Person:Gary W.Bousquet,P.E.,Project Manager,SDCWA Address:4677 Overland Avenue,San Diego,CA 92123 Phone Number: 858-522-6600 Design Engineer: Owner Equipment Used: Soltau RVS 600AS w/Soft Ground Cutter Soil Conditions: Soil conditions consisted of loose running sand approximately 25 FT below the water table. Dewatering:The General Contractor,Archer Western handled dewatering using perimeter wells. Project Description:This project consisted of a single microtunneled crossing,approximately 508 LF in length, under the San Diego River. This project utilized a two-pass system with 78"O.D.casing pipe and 60"I.D.carrier pipe. The casing for this project was bare steel with interlocking joints supplied by Permalok and the carrier pipe was CML/CMC steel pipe supplied by Ameron. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative:Jeff Anderson Contract Amount: $724,100.00 Change Order Amount: $0.00 Start Date:04/04 Planned Completion Date:05/04 Actual Completion Date: 05/04 Project No.19 Howe Avenue 54"Water Transmission Main—SACRAMENTO,CA Owner:City of Sacramento Contact Person:Brett Grant,Associate Engineer Address: 1395 35`h Avenue,Sacramento,CA 95822 Phone Number: 916-808-1413 Design Engineer: Black&Veatch,Jennifer McNutt 916-851-0260 Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions:Very dense alluvium and gravel,with approximately 40 feet of groundwater. Dewatering:No shaft dewatering was required. Project Description:This project consisted of a single tunnel drive of 1,454 LF. The microtunnel drive was performed under the American River: A 28-foot ID,65'deep reinforced concrete caisson shaft was installed as a launch shaft and the reception shaft was the same depth and constructed as a 20-foot ID Auger-drilled shaft.Three intermediate jacking stations were installed.The pipe used was 54"ID,70"OD Reinforced Concrete Cylinder Pipe (C300). Underwater retrieval of the MTBM was made within the reception shaft under—40-feet of water. Project Superintendent:Curtis Verkest Microtunnel Machine Operator:Roger Skog Site Safety Representative: Dan Schitea Contract Amount: $3,725,395.00 Change Order Amount:$77,605.00 Start Date:04/04 Planned Completion Date: 12/04 Actual Completion Date: 12/04 Project No.20 Yolo Force Main—CLARKSBURGH,CA Owner: Sacramento Regional County Sanitation District,700 H Street,Sacramento,CA 95814 Contact Person:Bill Welman,Project Manager,Las Vegas Paving Corp.(Prime Contractor) Address:4420 South Decatur Blvd.,Las Vegas,NV 89103 Phone Number: 702-251-5800 Design Engineer: West Yost,John Goodwin 530-765-5095 Equipment Used: Soltau RVS600AS w/Soft Ground Cutter Soil Conditions: The soil encountered on this project was a mixture of hard clay,silty sand,and dense gravel approximately 25 FT below the water table. Dewatering: The General Contractor,Las Vegas Paving Corp.handled dewatering for this project. Project Description:This project consisted of two tunnel drives of approximately 485 LF each at a depth of 35 feet under the Babel Slough. We used 82.75"ID,84"OD Permalok casing pipe with 66"ID,69.25"OD carrier pipe. The maximum deviation for this project was 1/2". Project Superintendent: Dan Schitea Microtunnel Machine Operator: Roger Skog/Brent Case Site Safety Representative:Dan Schitea Contract Amount: $1,745,075.00 Change Order Amount: $10,000.00 Start Date:06/05 Planned Completion Date: 08/05 Actual Completion Date: 09/05 Project No.2t Natomas Force Main—NATOMAS,CA Owner: Sacramento Regional County Sanitation District,700 H Street,Sacramento,CA 95814 Contact Person:Randy Buckman,Project Manager,Mountain Cascade Inc. (Prime Contractor) Address: 1635 Cebrian Street,West Sacramento,CA 95691 Phone Number: 916-617-2841 Design Engineer: Hatch Mott MacDonald Equipment Used: Soltau RVS 600AS w/Soft Ground Cutter Soil Conditions: The soil encountered on this project consisted of loose to medium dense,poorly graded sand approximately 15 FT below the water table. Dewatering: The General Contractor,Mountain Cascade Inc.handled dewatering for this project. Project Description: This project consisted of two tunnel drives of approximately 376 LF each at a depth of 20 feet under the West Drainage Canal. We used 76.50"ID,78"OD Permalok casing pipe with 60"ID,63.03"OD carrier pipe with a maximum deviation of 1/4". Project Superintendent:Dan Schitea Microtunnel Machine Operator: Roger Skog/Brent Case Site Safety Representative:Dan Schitea Contract Amount: $1,377,308.00 Change Order Amount:$0.00 Start Date:07/05 Planned Completion Date: 09/05 Actual Completion Date: 08/05 Project No.22 Arden Parallel Force Main—SACRAMENTO,CA Owner: Sacramento Regional County Sanitation District Contact Person:Kevan Samsam, Resident Engineer,Sacramento County CMID Address: 700 H Street, Sacramento,CA 95814 Phone Number: 916-875-9505 Design Engineer: CH2M Hill,Jeff Smith 916-286-0306 Equipment Used:Herrenknecht AVN 1500T w/Combination Cutter Soil Conditions:The soil encountered on this project was a mixture of slightly cemented silty sands and dense gravel. Dewatering:Dewatering was not necessary on this project due to the construction of a sunken concrete caisson. Project Description:This project consisted of two tunnel drives 80 feet under the American River. The first drive was approximately 591 feet and the second drive was approximately 610 feet. We used 70.5"ID, 72"OD Permalok casing pipe with 60"ID,61.875"OD carrier pipe. Underwater retrieval of the MTBM was made within the reception shafts under—50-feet of water.The maximum deviation for this project was 1/4". Project Superintendent: Dan Schitea/Curtis Verkest Microtunnel Machine Operator:Brent Case/Jens Schnalle Site Safety Representative:Dan Schitea Contract Amount: $3,384,000.00(Includes Launch Shaft) Change Order Amount: $0.00 Start Date:09/05 Planned Completion Date: 10105 Actual Completion Date: 10105 Project No.23 North San Jacinto Sewer Project—HEMET,CA Owner: Eastern Municipal Water District,2270 Trumble Road,Perris,CA 92572 Contact Person:Jim Wyatt,Director of Field Engineering,EMWD Address: 2270 Trumble Road,Perris,CA 92572 Phone Number: 951-928-3777 Design Engineer: RBF Consulting Equipment Used:Iseki TCC 600 w/Soft Ground Cutter Soil Conditions:The soil conditions consisted of a mixture between silty clay and sandy material approximately 20'-25'below the water table. Dewatering:The dewatering on this project was handled with submersible pumps. Project Description:This project consisted of 17 drives totaling approximately 7,100 LF of 27"Meyer pipe.This project was originally planned as an open cut project but required the use of microtunneling due to the high water table in the area. Project Superintendent:Peter Turnbull Microtunnel Machine Operator:Roger Skog/John Foote Site Safety Representative:Jeff Anderson Contract Amount: $2,924.877.00 Change Order Amount:$0.00 Start Date:08/05 Planned Completion Date: 02/06 Actual Completion Date: 04/06 Project No.24 Murrieta Valley Interceptor Trunk Sewer(Phase I)—MURRIETA,CA Owner:Rancho California Water District Contact Person: Craig Mapes,Project Manager,RCWD Address:42135 Winchester Road,Temecula,CA 92590 Phone Number: 951-296-6900 Design Engineer: RBF Consulting Equipment Used: Soltau RVS 600AS w/Soft Ground Cutter Soil Conditions:The soil encountered on this project consisted of loose to medium dense,poorly graded sand. Dewatering:The dewatering on this project was handled with submersible pumps in the pits. Project Description:This project consisted of approximately 1,450 LF of 48"Meyer Polycrete microtunnel pipe. Intermediate jacking stations were installed and used. Project Superintendent: Peter Turnbull Microtunnel Machine Operator: Roger Skog/John Foote Site Safety Representative:Jeff Anderson Contract Amount: $1,200,000.00 Change Order Amount: $0.00 Start Date:03/06 Planned Completion Date: 04/06 Actual Completion Date: 04/06 Project No.25 Sorrento Valley Trunk Sewer and Pump Station 89—SAN DIEGO,CA Owner: City of San Diego,600 B Street, Suite 800,San Diego,CA 92101 Contact Person: Scott Fox, Project Manager,HPS Mechanical,Inc.(Prime Contractor) Address:220 West G Street,Suite C,San Diego,CA 92101 Phone Number: 619-237-7222 Design Engineer: City of San Diego Equipment Used: Iseki TCC 600 and Iseki TCC 300 w/Soft Ground Cutters Soil Conditions: The soil conditions consisted of a mixture between silty clay and sandy material approximately 15'-20'below the water table. Dewatering:The dewatering on this project was handled with submersible pumps. Project Description: This project consisted of six drives totaling 1,680 LF.The project includes three drives of 12" I.D.VCP,one drive of 15"I.D.VCP and two drives of 24"I.D.VCP. Drive 1 280 LF 12"ID VCP Drive 2 270 LF 12"ID VCP Drive 3 240 LF 12"ID VCP Drive 4 60 LF 15"ID VCP Drive 5 590 LF 24"ID VCP Drive 6 240 LF 24"ID VCP Project Superintendent: Peter Turnbull Microtunnel Machine Operator:Roger Skog/John Foote Site Safety Representative:Jeff Anderson Contract Amount: M,126,300.00 Change Order Amount:$750,000.00 Start Date:9/05 Planned Completion Date: 5/06 Actual Completion Date:05/06 Project No.26 Hollvhills Drain Unit 8B(Phase II)—WEST HOLLYWOOD,CA Owner: Los Angeles County Dept.of Public Works Contact Person:Ali Zadeh,Project Manager,LACDPW Address: 900 S Fremont Ave.,Alhambra,CA 91803 Phone Number: 626-297-0114 Design Engineer: Owner Equipment Used: Soltau RVS 60OA-S/Herrenknecht AVN 1800D w/Combination Cutters Soil Conditions: Silty Sands and Clay 10'under the groundwater table Dewatering:Dewatering for this project was handled by the General Contractor,Colich Construction. Project Description:This project consists of five microtunnel drives totaling approximately 4,052 LF.The project includes two drives of 66"I.D. (81"O.D.)RCP,and three drives of 84"I.D.(102"O.D.)RCP.Intermediate jacking stations were installed and used for both pipe sizes on this project.(See Below) Drivel 938 LF 102"O.D.RCP Drive 2 534 LF 102"O.D.RCP Drive 3 475 LF 102"O.D.RCP Drive 4 1,053 LF 8 1"O.D.RCP Drive 5 1,053 LF 8 1"O.D.RCP Project Superintendent:Peter Turnbull Microtunnel Machine Operator: Roger Skog/Ian Nicoll Site Safety Representative:Dan Schitea Contract Amount:$3,711,320.00 Change Order Amount: $0.00 Start Date:06/06 Planned Completion Date: 11/06 Actual Completion Date: 11/06 Project No.27 Elkhorn Reservoir—NORTH HIGHLANDS,CA Owner:City of Sacramento,Department of Utilities Contact Person:Warren Peterson,Associate Civil Engineer,Sacramento Dept.of Utilities Address: 1395 35th Avenue,Sacramento,CA 95822 Phone Number: 916-808-1910 Design Engineer: City of Sacramento Equipment Used: Iseki TCC 800 w/Soft Ground Cutter Soil Conditions:The soil conditions consisted primarily of silty sands 15'below the groundwater table. Dewatering:Dewatering for this project was the responsibility of Gateway Pacific. Project Description:This project consisted of a single 250 LF microtunnel drive under the East Main Drainage Channel.It utilized the two-pass method with 36"O.D.Permalok casing pipe and 24"ductile iron water main for the carrier pipe. Project Superintendent: Roger Skog Microtunnel Machine Operator: Roger Skog Site Safety Representative:Brian McCahon Contract Amount: $320,000.00 Change Order Amount: $145,475.00 Start Date: 11/06 Planned Completion Date: 12/06 Actual Completion Date: 01/07 Project No.28 Lakeshore Trunk Sewer—MalaQa Reach—LAKE ELSINORE,CA Owner: Elsinore Valley Municipal Water District Contact Person:Greg Kowalski,Civil Engineer,Elsinore Valley Municipal Water District Address: 31315 Chaney St,Lake Elsinore,CA 92531 Phone Number: 951-674-3146 ext.8349 Design Engineer: Kennedy&Jenks Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions:The soil conditions on this project consisted primarily of sandy silt with large cobbles. Dewatering:The dewatering for this project was accomplished by the use of sheet pile shafts and drilled CMP shafts with submersible pumps to sump out any nuisance water. Project Description:This project consisted of 2,580 LF of 48"I.D. (59.5"O.D.)RCP,sheet pile drive shafts, drilled CMP reception shafts,and associated manholes.(See Below) Drive 1 805 LF 48"I.D.(59.5"O.D.)RCP Drive 3 735 LF 48"I.D.(59.5"O.D.)RCP Drive 2 700 LF 48"I.D.(59.5"O.D.)RCP Drive 4 340 LF 48"I.D.(59.5"O.D.)RCP Project Superintendent: Peter Turnbull Microtunnel Machine Operator:Roger Skog Site Safety Representative:Jeff Anderson Contract Amount: $6,124,624.00 Change Order Amount:-$211,000.00 Start Date:01/07 Planned Completion Date: 07/07 Actual Completion Date: 06,07 Project No.29 Oxnard Plain Brine Line,Phase 113—OXNARD,CA Owner:Calleguas Municipal Water District Contact Person:Robert Beamer, Senior Project Manager,CMWD Address: 2100 Olsen Road,Thousand Oaks,CA 91360 Phone Number: 805-526-9323 Design Engineer: Perliter&Ingalsbe Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions:The soil conditions on this project consisted primarily of sandy silty clay approximately 10'below the water table. Dewatering:The dewatering for this project included the use of sheet pile shafts with submersible pumps to sump out any nuisance water. Project Description: This project consisted of a single microtunnel drive under the Revlon Slough totaling 320 LF. The jacking pipe used on this project was 63.5"O.D. Permalok Casing pipe installed at a depth of approximately 25' below existing grade. Project Superintendent:Peter Turnbull Microtunnel Machine Operator:John Foote Site Safety Representative:Jeff Anderson Contract Amount: $669,600.00 Change Order Amount:-$81,802.00 Start Date:08/07 Planned Completion Date: 09/07 Actual Completion Date: 09/07 Project No.30 Harvard Avenue Trunk Sewer—IRVINE,CA Owner: Irvine Ranch Water District Contact Person:Jeff Staneart,Project Engineer,IRWD Address: 15600 Sand Canyon Avenue, Irvine,CA 92619 Phone Number: 949-453-5540 Design Engineer: CDM Equipment Used: Iseki TCC 800 w/Soft Ground Cutter Soil Conditions:The soil conditions for this project consisted of mostly dense,wet clay. Dewatering:The dewatering for this project was accomplished by dewatering wells installed by the GC. Project Description:This project consisted of 1,050 LF of 36"I.D. RCP,sheet pile drive shafts,drilled CMP reception shafts,and associated manholes.(See Below) Drivel 530 LF 36"I.D.Meyers Pipe Drive 2 520 LF 36"I.D.Meyers Pipe Project Superintendent:John Foote Microtunnel Machine Operator:John Foote Site Safety Representative:Jeff Anderson Contract Amount:$588,000.00 Change Order Amount:$0.00 Start Date:02/08 Planned Completion Date:03/08 Actual Completion Date: 03/08 Project No.31 Metro Air Park Off-Site Water Transmission Main—SACRAMENTO,CA Owner:Metro Air Park,LLC Contact Person:Tom Ramos Address: P.O. Box 175,West Sacramento,CA 95691 Phone Number: (916)372-6170 Design Engineer: PMA,Inc. Equipment Used:Iseki TCC 800 w/Soft Ground Cutter Soil Conditions: The soil conditions on this project consisted primarily fat clay approximately P-5'below the water table. Dewatering:The dewatering for this project was accomplished by the use of trench boxes with submersible pumps to sump out the nuisance groundwater. The shaft construction and dewatering was handled by the General Contractor,Tidelands Construction. Project Description:This project consisted of a single microtunnel drive under Interstate 5 near the Sacramento International Airport of 268 LF. The jacking pipe used on this project was 43.5"O.D.Permalok Casing pipe installed at a depth of approximately 20'below existing grade. Project Superintendent:Eric Krisman Microtunnel Machine Operator: Roger Skog Site Safety Representative:Roger Skog/Brian McCahon Contract Amount: $408,550.00 Change Order Amount: $0.00 Start Date:08/08 Planned Completion Date: 08/08 Actual Completion Date: 08/08 Project No.32 Perris Valley Water Filtration Plant—PERRIS,CA Owner:Easter Municipal Water District Contact Person: Robert Carley Address: 2270 Trumble Road,Perris,CA 92570 Phone Number: 714-435-6313 Design Engineer: CH2MHill Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: The soil conditions consisted primarily of loose sand. Dewatering:Perimeter dewatering wells installed by the GC were used for dewatering the shafts. Project Description: This project consisted of one drive of 60"OD Permalock Steel Casing totaling 195 LF.The carrier pipe and casing spacers were installed and the annulus grout was also included. Project Superintendent:John Foote Microtunnel Machine Operator:John Foote Site Safety Representative:Tyler McClymont Contract Amount:$973,352 Change Order Amount:-$359,354 Start Date:2/09 Planned Completion Date: 4/09 Actual Completion Date: 4/09 Project No.33 North Natomas Metro Air Park Trunk Sewer—SACRAMENTO,CA Owner:Metro Air Park,LLC Contact Person:Tom Ramos Address: P.O.Box 175,West Sacramento,CA 95691 Phone Number: (916)372-6170 Design Engineer: PMA,Inc. Equipment Used:Herrenknecht AVN 800 w/Soft Ground Cutter Soil Conditions: The soil conditions on this project consisted primarily of fat clay approximately 5'-8'below the water table. Dewatering:The dewatering for this project was accomplished by the use of trench boxes with submersible pumps to sump out the nuisance groundwater. The shaft construction and dewatering was handled by the General Contractor,Mountain Cascade,Inc. Project Description:This project consisted of a two microtunnel drives. The first drive consisted of 560 LF of 36" I.D.Denlock VCP beneath Greg Thatch Circle. The second drive consisted of 284 LF of 54"O.D. Permalock Casing beneath Highway 99. Both drives were installed at a depth of approximately 20' below existing grade. Project Superintendent:Eric Krisman Microtunnel Machine Operator:Joe Cheeseman Site Safety Representative: Brian McCahon Contract Amount:$745,000.00 Change Order Amount:$0.00 Start Date:09/09 Planned Completion Date: 10/09 Actual Completion Date: 10/09 Project No.34 North A2ua Hedionda Sewer Replacement—CARLSBAD,CA Owner:City of Carlsbad Contact Person: Mark Sullivan Address: 1635 Faraday Ave,Carlsbad,CA 92008 Phone Number: 858-201-0027 Design Engineer: Dudek&Assoc.,Russ Bergholz 760-942-5147 Equipment Used:Herrenknecht AVN 800 w/Combination Cutter Soil Conditions: The soil conditions consisted primarily of clay,sand and bedrock(near lagoon). Dewatering:N/A Project Description:This project consists of two drives of 42"OD Permalok Steel Casing.Then 24"carrier pipe was installed on rails and grouted in place. An intermediate jacking station was installed and used. Drive 1 1,000 LF 42"OD Permalok Steel Casing Drive 2 780LF 42"OD Permalok Steel Casing Project Superintendent:Jon Kay Microtunnel Machine Operator:Joe Cheeseman Site Safety Representative:Tyler McClymont Contract Amount: $3,616,500 Change Order Amount: $69,000 Start Date:1/09 Planned Completion Date:8/09 Actual Completion Date: 11/09 Project No.35 Carbon Canyon Dam Sewer and P.S.Abandonment—YORBA LINDA,CA Owner: Orange County Sanitation District Contact Person:Eric Oldham Address: 1152 E.Fruit St,Santa Ana,CA 92702 Phone Number: 714-567-7800 Design Engineer: RBF Consulting Equipment Used:Herrenknecht AVN 800 w/Combination Cutter Soil Conditions: The soil conditions consisted primarily of bedrock with interlayers of sandstone and siltstone with sequences of conglomerate. Dewatering: Dewatering was handled by sumping the jacking and reception shafts. Project Description: Microtunneling was required for 1,542 If at maximum depth of about 100 feet below the surface.The work was divided into two drives of 7301f and 812 If.We installed 36"CCFRPM Hobas Pipe for the trenchless work. Project Superintendent:Curtis Verkest Microtunnel Machine Operator:Joe Cheeseman Site Safety Representative: Steve Wenzel Contract Amount: 1,002,500.00 Change Order Amount: $0.00 Start Date: 12/08 Planned Completion Date: 5/09 Actual Completion Date: 3/09 Project No.36 UNWI Section 9&Associated NEA Projects—CITRUS HEIGHTS,CA Owners: Sacramento Regional County Sanitation District and County Sanitation District 1 Contact Person:Bill Chavez,P.E.,Project Manager,SRCSD Address: 5026 Don Julio Blvd.,Sacramento,CA 95842 Phone Number: 916-876-6015 Design Engineer: HDR,Xiangquan Li 916-817-4700 Equipment Used: Herrenknecht AVN 800,Iseki TCC 800,Iseki TCC 600 w/Soft Ground Cutters Soil Conditions:The soil conditions consisted primarily of thicker layers of sandy silt and silty sand containing thinner interbeds of clay,sandy clay,clayey sand and some relatively clean sands ranging from 15'to 45' below the water table. Dewatering: Dewatering for this project was accomplished by using drilled CMP shafts installed by Anderson Drilling and submersible pumps to handle nuisance water. Project Description:This project consisted of installing 27,431 LF of pipe utilizing 40 separate microtunnel drives along Old Auburn Rd.,Auburn Blvd.,Fair Oaks Blvd.,and Oak Ave. Of the 40 drives,31 utilized direct jacked PCP with a 43.31"O.D.combined with a direct jacked VCP with a 42.677"O.D.,totaling 23,107 LF. The remaining 9 drives utilize direct jacked PCP with a 30.00"O.D.combined with a direct jacked VCP with a 29.961" O.D.,totaling 4,324 LF. Depths on this project range from 25'to 60'below existing grade. Intermediate jacking stations were constructed but never used on the project. Project Superintendent:Peter Turnbull Microtunnel Machine Operators: Roger Skog,John Foote,Tony Foote,Joe Cheeseman Site Safety Representative:Brian McCahon Contract Amount: $14,078,289.81 Change Order Amount: $0.00 Start Date:08/07 Planned Completion Date: 11/09 Actual Completion Date: 5110 Project No.37 Alvarado Crandall Relief Sewer—LOS ANGELES,CA Owner:Los Angeles Board of Public Works Contact Person:Jaime Valenzuela Address: 200 North Spring Street,Suite 361,Los Angeles,CA 90012 Phone Number:213-485-5925 Design Engineer: Owner Equipment Used:TCC 600 Iseki w/Soft Ground Cutter Soil Conditions:The soil conditions consisted primarily of rock: 30,000 psi;bedrock;dense clay Dewatering:Dewatering for this project was not required. Project Description:This project consists of 6 drives of 24"ID Dentok clay pipe,totaling 2,670 LF. Drivel 500 LF Drive 4 622 LF Drive 2 381LF Drive 5 523 LF Drive 3 452 LF Drive 6 192 LF Project Superintendent:Ron Kaufold Microtunnel Machine Operator: Roger Skog,John Foote,Tony Foote Site Safety Representative:Tyler McClymont Contract Amount: $3,641,275 Change Order Amount:$1,881,375 Start Date:6/08 Planned Completion Date: 3/09 Actual Completion Date: 6/10 Project No.38 Washinaton-Oxford Relief Sewer—VENICE,CA Owner:Los Angeles Board of Public Works Contact Person:Phillip M.Wilson Address: 1828 Sawtelle Blvd.,3rd FloorWest Los Angeles,CA 90025-5516 Phone Number: 310-575-8387 Design Engineer: Owner Equipment Used:TCC 600 Iseki w/Soft Ground Cutter Soil Conditions:The soil conditions consisted primarily of sand and silt. Very low compressive strength with a high water table. Project Description:This project consisted of 5 drives of 24"ID(30"OD)Ameron Fiberglass pipe,totaling 2,086 LF. Drive 1 420 LF Drive 4 489 LF Drive 2 505LF Drive 5 200 LF Drive 3 472 LF Project Superintendent:John Foote Microtunnel Machine Operator:John Foote Site Safety Representative:Tyler McClymont Contract Amount: $1,079,896 Change Order Amount: $0.00 Start Date: 5110 Planned Completion Date: 10/10 Actual Completion Date: 8/10 Project No.39 District 32 Main Relief Sewer Section IA Extension,Ph.II—NEWHALL,CA Owner:County Sanitation Districts of Los Angeles County Contact Person:Jubilant Ako Address: 1927 West San Bernardino RD,West Covina,CA 91790 Phone Number: 626-962-8605 ext 6214 Design Engineer: Dexter Wilson,Diane Shaughnessy 760-438-4422 Equipment Used: Soltau RVS600AS w/Combination Cutter Soil Conditions: Soil conditions consisted of a mixed face of claystone,river cobble,silty sand and boulder and rock(+ 10,000 psi)under the Santa Clara River. Dewatering: We dewatered with the use of two concrete caissons shafts. Shafts depths were 75 feet and 28-foot diameter. Project Description: The work consist of microtunneling 1,076 linear feet of 60-inch diameter steel casing,with 48-inch CCRRPM-Hobas carrier pipe.Intermediate jacking stations were installed and used.Additionally,there was 910 linear feet of 48-inch diameter PVC lined RGRCP sewer,manholes,junction structures,connections to existing manholes and sewer lines. Project Superintendent:Curtis Verkest Microtunnel Machine Operator: Roger Skog Site Safety Representative:Tyler McClymont Contract Amount: $7,760,000.00 Change Order Amount: $0.00 Start Date:3/09 Planned Completion Date: 6/10 Actual Completion Date: 5110 Project No.40 Oakland Tank Farm C Improvements—OAKLAND,CA Owner:Oakland Fuel Facilities Corporation Contact Person: Rick Fedrick,Project Manager,Argus Consulting, Inc. Address: 323 Caspian Court, Sonoma,CA 95476 Phone Number: 707-775-8785 Design Engineer: Argus Consulting,James Dent 816-228-7500 Equipment Used: Herrenknecht AVN 800 w/Combination Cutter Soil Conditions:The soil encountered on this project was a mixture of sandy clay,clayey sand,and silty clay approximately 15'below the water table. Dewatering:Perimeter dewatering was the primary means of dewatering for this project. Project Description:This project consisted of a single microtunnel drive under an environmentally sensitive area at the Oakland International Airport of 1,200 LF. The jacking pipe used on this project was 42"O.D.Permalok Casing.An intermediate jacking station was installed and used. Project Superintendent:Eric Krisman Microtunnel Machine Operators:Kirk Randles Site Safety Representative:Brian McCahon/Eric Krisman Contract Amount: $1,726,282.75 Change Order Amount: $507.75 Start Date:04/10 Planned Completion Date:05110 Actual Completion Date:05110 Project No.41 Novato Collection System Improvements,Phase C—NOVATO,CA Owner:Novato Sanitary District Contact Person: Steve Wrightson, Project Manager,The Covello Group Address: 1660 Olympic Blvd,Ste.300,Walnut Creek,CA 94596 Phone Number: 925-933-2300 Design Engineer: Nute Engineering,Michael Hass 415-453-4480 x212 Equipment Used:Iseki TCC 600 w/Soft Ground Cutter Soil Conditions:The soil encountered on this project was a mixture of loose gravels and sands,with some silts and clays approximately 5'to 10'below the water table.The alignment followed and old stream and the soils were running and generally non-cohesive. Dewatering: Dewatering of the jacking shaft and receiving shafts was performed with sump pumps by the Prime Contractor. Project Description:This project consisted of three microtunnel drives totaling approximately 500 LF under a heavily traveled intersection and railroad tracks in a residential neighborhood in Novato,CA. The jacking pipe used on this project was 24"I.D.,30"O.D.CanClay VCP Jacking Pipe. Project Superintendent:Dan Schitea/Robert O'Rourke Microtunnel Machine Operators:John Foote Site Safety Representative:Dan Schitea Contract Amount: $580,000.00 Change Order Amount: $0.00 Start Date:09/10 Planned Completion Date: 12/10 Actual Completion Date: 11/10 Project No.42 South Mission Valley Trunk Sewer—SAN DIEGO,CA Owner: City of San Diego Contact Person: Catherine Dungga Address: 1200 Third Ave,San Diego,CA 92101 Phone Number: 619-235-1978 Design Engineer: RBF Consulting Equipment Used: Iseki 800 w/Soft Ground Cutter Soil Conditions: Soil type was silty clay and sand with groundwater approximately 10-ft above the pipe invert. Dewatering: Dewatering was performed with submersible pumps by the GC. Project Description: This project consisted of three drives of 38-in CCFRPM Hobas Pipe at a depth of 30-ft. Drive lengths were 108-ft,633-ft and 712-ft. Project Superintendent: Steve Wenzel Microtunnel Machine Operator:Roger Skog Site Safety Representative: Steve Wenzel Contract Amount: $1,290,550.00 Change Order Amount: $241,500.00 Start Date: 1/10 Planned Completion Date: 3/11 Actual Completion Date: 10/10 Project No.43 Stockton Delta Water Supply Project Pipeline—STOCKTON,CA Owner:City of Stockton Contact Person:Melissa Price,Project Manager,City of Stockton Address: 425 N.El Dorado Street,Stockton,CA 95202 Phone Number: 209-937-8212 Design Engineer: CDM Smith,Bruce Corwin 916-567-9900 Equipment Used:Herrenknecht AVN 800 w/Combination Cutter,Soltau RVS 600 w/Soft Ground Cutter Soil Conditions:The soil encountered on this project was a mixture of sand,silt,clay,gravel,and peat ranging from 0'to 30'below the water table. Dewatering:Perimeter dewatering,and water tight sheet pile shafts constructed"in the wet"were used for dewatering on this project. Viking Drilling installed the perimeter dewatering wells required for this project. Project Description:This project consisted of seven drives totaling 3,221 LF.The project included three drives of 54"I.D.RCCP,two drives of 36"I.D. RCCP,and two drives that utilized the two-pass method using 70"O.D. Steel Casing w/54"I.D.WSP Carrier.Intermediate jacking stations were installed and used on two drives. Drive 1 143 LF 54"ID RCCP Drive 2 1,017 LF 54"ID RCCP Drive 3 915 LF 54"ID RCCP Drive 4 390 LF 36"ID RCCP Drive 5 256 LF 36"ID RCCP Drive 6 250 LF 70"OD Casing w/54"WSP Drive 7 250 LF 70"OD Casing w/54"WSP Project Superintendent:Eric Krisman Microtunnel Machine Operators:Roger Skog,Kirk Randles Site Safety Representative: Brian McCahon Contract Amount:$12,420,823.99 Change Order Amount:$2,076,823.99 Start Date:07/10 Planned Completion Date: 7/11 Actual Completion Date: 9/11 Project No.44 Penmar Water Ouality Improvement Proiect Phase 1 —LOS ANGELES,CA Owner:City of Los Angeles Contact Person:Anagh Mamduparkar Address: 200 N Spring St,Rm 355,Los Angeles,CA 90012 Phone Number:951-830-9084 Design Engineer: Owner Equipment Used: Iseki 800 w/Soft Ground Cutter Soil Conditions: Loose sandy material. Dewatering:Dewatering was performed at the jacking and reception shafts. Sheets were driven to keep the shafts dry.Wells were added to the initial design due to the quantity of groundwater. Project Description:This project consisted of one 42"OD drive(42"OD Permalok Steel Casing). It was 140LF. Project Superintendent: Curtis Verkest Microtunnel Machine Operators:John Foote Site Safety Representative:Nick Norton Contract Amount: $243,610.58 Change Order Amount:$6,500.58 Start Date:01/11 Planned Completion Date:02/11 Actual Completion Date: 0211 Project No.45 Sacramento Railvards Relocation Project—SACRAMENTO,CA Owner: City of Sacramento,915 I Street,Room 2000,Sacramento,CA 95814 Contact Person:Jon Blank,City Project Manager Address:915 I Street,Room 2000,Sacramento,CA 95814 Phone Number: 916-808-7914 Design Engineer: City of Sacramento,Bill Zehnder 916-808-1910 Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: The soil encountered on this project was mostly silty sand with small amounts of sandy silt and poorly graded sand. Dewatering: No groundwater was encountered on this project. Project Description: This project consisted of a single microtunnel drive of 157 LF underneath active UPRR and RT tracks utilizing 61.5"OD Permalok steel casing at a maximum depth of 18'below existing grade. Project Superintendent: Robert O'Rourke Microtunnel Machine Operator:Roger Skog Site Safety Representative:Brian McCahon Original Contract Amount: $474,759.90 Change Order Amount: S 0.00 Start Date: 10/11 Planned Completion Date: 11/11 Actual Completion Date: 11 1 1 Project No.46 I-5 Carmenita Road Interchanse Pro iect—LA MIRADA,CA Owner: Chevron Pipeline Co. Contact Person: Don Caswell,Construction Manager Address:4800 Fournace Place,Bellaire,TX,77401 Phone Number: 713-432-6000 Design Engineer: EDM Services,Joe Weiss 805-527-3300 Equipment Used: Iseki TCC 800 w/Soft Ground Cutter Soil Conditions: The soil encountered on this project was a mixture of clay,sand,silt,and a small amount of gravel. Dewatering:This project was dewatered using a combination of a sheet pile jacking shaft,perimeter dewatering wells,and internal dewatering wells. Project Description: This project consisted of a two microtunnel drives of 326 LF each underneath I-5 utilizing 36"OD welded steel casing at a maximum depth of 30'below existing grade. Project Superintendent:John Foote Microtunnel Machine Operator:Roger Skog/John Foote Site Safety Representative:Nick Norton Original Contract Amount: $959,356 Change Order Amount:$12,590 Start Date:01/12 Planned Completion Date:03/12 Actual Completion Date: 03/12 Project No.47 Conduit 151—DENVER,CO Owner: Denver Water Contact Person: Doug Raitt Address: 1600 West 12th Avenue,Denver,CO 80204 Phone Number: 303-628-6426 Design Engineer: Owner Equipment Used: Herrenknecht AVN800 w/Soft Ground Cutter Soil Conditions: The soil encountered on this project was mostly sand with embedded clay. Dewatering:The shafts were dewatered using pumps by Reynolds,Inc. Project Description: This project consisted of two microtunnel drives:one of 325LF and the other 916LF underneath active UPRR tracks and I-70 roadway,utilizing 42"OD Permalok steel casing at a maximum depth of 35'below existing grade.An intermediate jacking station was installed and used. Project Superintendent:Greg Gaines/Jeff Rager Microtunnel Machine Operator:Kirk Randles Site Safety Representative: Greg Gaines Original Contract Amount: $1,418,747 Change Order Amount: $14,166 Start Date:2/12 Planned Completion Date:4/12 Actual Completion Date:4/12 Project No.48 Santa Monica Low Flow Diversion—SANTA MONICA,CA Owner: City of Los Angeles Contact Person:Hector Arias Address: 1149 S.Broadway,Los Angeles,CA 90015 Phone Number:213-482-7030 Design Engineer: Psomas Equipment Used: Soltau RVS600 Soil Conditions: The soil encountered on this project was mostly silty sand and some gravels. Dewatering:The shafts were dewatered using pumps by the General Contractor. Project Description: This project consisted of one microtunnel drive: 60LF underneath a channel on the beach (tidal influences),utilizing 60"OD Permalok steel casing at a maximum depth of 20'below existing grade. Project Superintendent: Roger Skog Microtunnel Machine Operator: Roger Skog Site Safety Representative:Mark Chamberlain Original Contract Amount: $389,565 Change Order Amount: $0.00 Start Date:3/12 Planned Completion Date:4/12 Actual Completion Date: 412 Project No.49 Raw Water Intake&Main—THOMASVILLE,AL Owner: City of Thomasville,AL Contact Person:Tony Reid,CM(Goodwyn,Mills,Cawood) Address:2660 East Chase Lane,Ste 200,Montgomery,AL 36117 Phone Number: 334-271-3200 Design Engineer: GMC,Euel Screws 334-271-3200 Equipment Used: Iseki TCC 600 Soil Conditions: The soil encountered on this project was mostly marl(hard clay). Dewatering:The shaft was a sunken concrete caisson that did not require dewatering. Project Description: This project consists of one microtunnel drive:255LF with a water retrieval,utilizing 30"OD Permalok steel casing at a maximum depth of 80'below existing grade. Project Superintendent:Jeff Rager Microtunnel Machine Operator:John Foote Site Safety Representative:John Foote Original Contract Amount: $486,912 Change Order Amount: $0.00 Start Date: 5/12 Planned Completion Date: 6/12 Actual Completion Date: 6/12 Project No.50 Santa Ana River Interceptor-Yorba Linda Spur—YORBA LINDA,CA Owner: Orange County Public Works Contact Person:Tim White(MWH,PM) Address: 300 North Flower Street,Santa Ana,CA Phone Number: 303-332-7089 Design Engineer: Hatch Mott MacDonald,Rory Ball 925-469-5341 Equipment Used: Herrenknecht AVN1600TB MTBM with airlock capability Soil Conditions: The soil encountered on this project was mostly sandy soil with cobbles. Dewatering:The project utilized Secant Pile Shafts with Tremie-Plugs. The Launch Shaft did not require dewatering.Reception Shaft required substantial dewatering effort due to granular soils with high groundwater. Machine was recovered under 25 feet of head water pressure. Project Description: This project consists of one microtunnel drive: 791 LF under a biologically-sensitive riverbed, utilizing 77"OD steel casing at a maximum depth of 40' below existing grade.One IJS was deployed.This case and carry tunnel contained(2) 12-inch and(1) 16-inch HDPE force mains with annular grout backfill. Project Superintendent: Greg Gaines/Roger Skog Microtunnel Machine Operator:Kirk Randles/Holger Bardo Site Safety Representative:Jeff Anderson/Mark Chamberlain Original Contract Amount: $2,118,175 Change Order Amount: $0.00 Start Date:5/12 Planned Completion Date: 8/12 Actual Completion Date: 8/12 Project No.51 42"Waterline Along Hillcroft—HOUSTON,TX Owner: City of Houston,Texas Contact Person: Arthur Morris,Project Manager Address:611 Walker,Houston,TX 77002 Phone Number: 832-395-2317 Design Engineer: Lockwood,Andrews&Newman Equipment Used: Soltau RVS600AS MTBM Soil Conditions: The soils encountered were mainly dense clay. Dewatering:The dewatering was accomplished with a sump pump located in the jacking shaft. Project Description: This project consisted of a single tunnel drive of 325 LF of 60"diameter Permalok Steel Casing Pipe under a highway and active UPRR railroad tracks. The tunnel drive was approximately 15 feet below existing grade. Project Superintendent:Jeff Rager Microtunnel Machine Operator:Roger Skog Site Safety Representative:Roger Skog Original Contract Amount:$597,429 Change Order Amount:$0.00 Start Date:9/12 Planned Completion Date: 10/12 Actual Completion Date: 10/12 Project No.52 Euclid Creek Tunnel—CLEVELAND,OH Owner: Northeast Ohio Regional Sewer District Contact Person:Ron Lawson,Project Manager Address: 3900 Euclid Ave.,Cleveland,OH 44115 Phone Number:(216)881-6600 Design Engineer: Hatch Mott MacDonald,David Servidio 973-379-3400 Equipment Used: Herrenknecht AVN800 MTBM Soil Conditions: The soils encountered were mainly clay and some glacial formations. Dewatering:The dewatering was accomplished with a sump pump located in the jacking shaft. Project Description: This project consisted of three 42"diameter drives of 629LF,845LF and 629LF installing Hobas pipe. One IJS was deployed in the 845LF drive. The drives were approximately 20-25'deep. Project Superintendent:Greg Gaines Microtunnel Machine Operator:John Foote/Roger Skog/Kirk Randles Site Safety Representative:Greg Gaines Original Contract Amount: $3,126,340 Change Order Amount: -$616,589 Start Date:6/12 Planned Completion Date: 10/12 Actual Completion Date: 10/12 Project No.53 Citywide Sewer Rehab/Water-Wastewater Conversion—PITTSBURG,CA Owner: City Pittsburg,CA Contact Person:Gina Haynes(City Civil Engineer) Address:65 Civic Avenue,Pittsburg,CA 94565 Phone Number: (925)252-4930 Design Engineer: Brown&Caldwell,Eric Petrel 925-210-2471 Equipment Used: Iseki TCC600 MTBM Soil Conditions: The soil encountered on this project was mostly bay mud,clays and sand. Dewatering:A high groundwater table was present on this project. Sheet pile shafts were constructed for both the launch shaft and the reception shaft and perimeter dewatering was necessary for the duration of shaft construction and tunneling. Project Description: This project consisted of a single tunnel drive of 245 LF with 24"ID VCP. Shafts were approximately 30 to 35 feet deep. Tunneling occurred beneath the Pittsburg Marina with approximately 10 feet of cover beneath marina floor. The project had extremely tight work areas in a residential neighborhood with launch and reception shafts located between houses. Project Superintendent:John Foote Microtunnel Machine Operator:Roger Skog Site Safety Representative:John Foote Original Contract Amount: $307,250 Change Order Amount:$0.00 Start Date:3/13 Planned Completion Date: 4/13 Actual Completion Date: 4/13 Project No.54 DIA STRP EWP B Storm Sewer—DENVER,CO Owner: City&County of Denver,Colorado Contact Person:John Todd(Kiewit,PM) Address: 24735 E 75`h Ave.,Suite 104,Denver,CO 80249 Phone Number: (303)981-8058 Design Engineer: KDG Engineering,Stan Kobayashi 720-420-9069 Equipment Used: Herrenknecht AVN 150OTB MTBM Soil Conditions: The soil encountered on this project was mostly stiff to very stiff sandy clay. Dewatering:Groundwater was not present on this project. Beam and Plate shafts were constructed for both the Launch Shaft and the Reception Shaft. Tunnel was launched at a depth of 18 feet below grade and was recovered at a depth of 50 feet below grade. Project Description: This project consisted of a single tunnel drive of 1,593 LF of 66"ID RCP. Two IJS stations were utilized on this drive. The project also involved the construction of shafts as well as a new structure to tie into an existing 102"Strom Sewer. Work was performed adjacent to the DIA Main Terminal beneath heavily trafficked roads. Tunneling activities occurred near critical FAA Communication Cables and an active 102"ID Storm Sewer. Project Superintendent:Jeff Rager Microtunnel Machine Operator: Roger Skog/John Foote/Oliver Jackmoth Site Safety Representative:Jeff Rager/John Foote Original Contract Amount: $4,222,690 Change Order Amount: $ 163,526 Start Date:9/12 Planned Completion Date:4/13 Actual Completion Date: 1/14 Project No.55 Whitewood Gravity Sewer—MURRIETA,CA Owner: Eastern Municipal Water District Contact Person: Erick Jorgensen Address:2270 Trumble Road,Perris,CA 92570 Phone Number: (951)928-3777 Design Engineer: Hunsaker&Associates,John Gass 949-583-1010 Equipment Used: Iseki TCC800 MTBM w/Soft Ground Head and Iseki TCS900 w/Combination Head Soil Conditions: The soils encountered on this project were alluvial deposits with bedrock intrusions,and gabbro rock. Tunneling was performed beneath Interstate 215,environmentally sensitive open areas and residential streets. Dewatering:Up to 15 feet of groundwater head was encountered on this project. CMP circular shafts were constructed for both the launch shafts and the reception shafts and minimal nuisance dewatering was performed at the shafts. Project Description: Five individual tunnel drives totaling 1,580 LF of 38.5"OD Permalok Steel Casing Pipe w/ 21.5"OD VCP carrier pipe,ranging in length from 155 LF to 540 LF. Shafts were approximately 10 to 20 feet deep. Project Superintendent:John Foote Microtunnel Machine Operator:John Foote/Tony Foote Site Safety Representative:Mark Chamberlin Original Contract Amount:$2,048,275 Change Order Amount:-$48,615.00 Start Date:9/13 Planned Completion Date:4/14 Actual Completion Date: 4/14 Project No.56 Enalewood Avenue Little Cuvaho2a Interceptor—AKRON,OH Owner: City of Akron,OH Contact Person: Mike Wytrzyszczewski Address: 166 South High Street,Akron,OH 44308 Phone Number: (330)375-2355 Design Engineer: GPD Group,Gene Hill 330-572-2100 Equipment Used: Soltau RVS600AS MTBM w/Soft Ground Cutter and Combination Cutter Soil Conditions: The soils encountered on this project were fine to course sand,with silts,clays and gravel. At the eastern-end of the project,soils transitioned to medium hard sandstone bedrock. Dewatering: Up to 15 feet of groundwater head was encountered on this project. Sheet Pile shafts were constructed for both the launch shafts and the reception shafts and perimeter dewatering was necessary for the duration of the work. Project Description: This project consisted of four individual tunnel drives totaling 2,800 LF of 57"ID Hobas, ranging in length from 507 LF to 1,025 LF. Five IJS' were deployed. Shafts were approximately 20 to 33 feet deep. Project Superintendent: Greg Gaines/Jeff Rager Microtunnel Machine Operator:John Foote/Kirk Randles Site Safety Representative:Jeff Rager Original Contract Amount: $2,813,106 Change Order Amount:-$710,873 Start Date:9/13 Planned Completion Date: 2/14 Actual Completion Date: 8/14 Project No.57 Pacific Gas&Electric Line L-107 Replacement—FREMONT,CA Owner: Pacific Gas&Electric Company Contact Person: Sean Dearborn Address: 6121 Bollinger Canyon Road,San Ramon,CA 94583 Phone Number: (925)330-3234 Design Engineer: Bennett Trenchlesss,Dave Bennett 916-768-8906 Equipment Used: Iseki TCC600 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered on this project were medium to firm lean clay throughout the majority of the alignment with silty sands near the top of the tunnel horizon. Dewatering:Approximately 10 feet of groundwater head was encountered on this project. At the first location, slide rail shafts with perimeter dewatering were used. At the second location secant pile shafts with supporting grout columns were constructed for both the launch shaft and the reception shaft since perimeter dewatering was not permitted at those locations. Project Description: This project consisted of two microtunnel drives totaling 591 LF of 36"OD x 0.75"steel casing. Shafts were approximately 25 to 32 feet deep.The work areas were along the heavily trafficked Auto Mall Parkway in Fremont,CA. Project Superintendent:Jeff Rager Microtunnel Machine Operator:John Foote/Tony Foote Site Safety Representative:Mark Chamberlin Original Contract Amount: $780,520 Change Order Amount:$0.00 Start Date:6/14 Planned Completion Date:9/14 Actual Completion Date: 9/14 Project No.58 Santa Monica Bay Low Flow Diversion Upgrades Phase 2—SANTA MONICA,CA Owner: City of Los Angeles,CA Contact Person:Andy Flores Address: 1149 South Broadway#300,Los Angeles,CA 90015 Phone Number: (213)485-4496 Design Engineer: Psomas,Sean Diaz 213-223-1400 Equipment Used: NITS 1500 MTBM w/Combination Cutter Soil Conditions: The soils encountered on this project were beach deposits with silty sands,gravel,cobbles. The work area was tight along Highway 1 (Pacific Coast Highway). Dewatering:The groundwater table was approximately at the springline of the tunnel. One IJS was deployed. Secant pile shafts with supporting grout columns were constructed for both the launch shaft and the reception shaft as perimeter dewatering was not permitted. Project Description: Single microtunnel drive totaling 846 LF of 60"OD Permalok Steel Casing Pipe w/48" Hobas carrier pipe. Shafts were approximately 18 to 20 feet deep. Project Superintendent:Jeff Rager Microtunnel Machine Operator:John Foote/Roger Skog/Steve Maim Site Safety Representative:Mark Chamberlin/Jeff Rager Original Contract Amount:$2,020,000 Change Order Amount:$22,894.00 Start Date: 10/14 Planned Completion Date:03/15 Actual Completion Date:03/15 Project No.59 Carlsbad Desalination Pipeline—CARLSBAD,CA Owner: Poseidon Resources,LP Contact Person:Peter MacLaggan Address: 5375 Avenida Encinas,Carlsbad,CA 92008 Phone Number:(760)597-7996 Design Engineer: Tetra Tech, Steven Tedesco 949-809-5000 Equipment Used: NITS 1850 MTBM w/Combination Cutter Soil Conditions: The soils encountered consisted primarily of sandstone/siltstone with occasional pockets of sandy silts. Dewatering:No dewatering was required on this project. A watertight jacking shaft was constructed that is a mixture of secant piles,ring beams,rock bolts,and shotcrete. Project Description: This project consisted of a single microtunnel drive of 780 LF of 78"OD Permalok Steel Casing Pipe.Two IJS' were deployed and used. This project required a 17'diameter jacking shaft that was 71' deep. Retrieval of the MTBM on this project was completed inside a liner plate tunnel. Project Superintendent:Peter Turnbull/Jim Gerace Microtunnel Machine Operator:Roger Skog/Steve Malm Site Safety Representative:Mark Chamberlin Original Contract Amount: $2,082,750 Change Order Amount:-$30,156.00 Start Date: 12/14 Planned Completion Date: 04/15 Actual Completion Date: 05115 Project No.60 Newport Force Main Rehabilitation—NEWPORT BEACH,CA Owner: Orange County Sanitation District Contact Person:Mike Bock Address: 10844 Ellis Avenue,Fountain Valley,CA 92708 Phone Number: (714)593-7714 Design Engineer: Brown&Caldwell,Mark Briggs 714-6894802 Equipment Used: Iseki TCS900 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered consisted primarily of siltstone/sandstone bedrock with occasional mixed face conditions consisting of granular soil(marine sediment)with some gravel.The work area was tight down the center of Highway 1 (Pacific Coast Highway)near Newport Blvd. Dewatering:Up to 14 feet of groundwater head was encountered on this project. A beam and plate shafts was constructed for the Launch Shaft and perimeter dewatering around the shaft was required. Project Description: A single microtunnel drive of 700 LF of 42"OD Permalok Steel Casing Pipe w/32"HDPE carrier pipe.One IJS was deployed. Shafts were approximately 18 to 20 feet deep. Project Superintendent:Jeff Rager Microtunnel Machine Operator:John Foote/Roger Skog Site Safety Representative:Jeff Rager Original Contract Amount:$2,239,800 Change Order Amount:$31,622.00 Start Date:01115 Planned Completion Date: 05115 Actual Completion Date: 05115 Project No.61 Annual Main Line Repairs by Microtunnelin2—IMPERIAL BEACH,CA Owner: City of Imperial Beach Contact Person:Vicki Madrid Address: 625 Imperial Beach Boulevard,Imperial Beach,CA 91932 Phone Number:(619)423-8311 Design Engineer: Tran Consulting Engineers,Sami Sweis 619-563-7650 Equipment Used: Iseki TCZ300 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered consisted primarily of medium dense silty sand,firm silty clay. Dewatering: Up to 10 feet of groundwater head was found on this project. Trench shield shafts were constructed for both the launch shafts and the reception shaft and perimeter dewatering around the shafts was required. Project Description: This project consisted of a single microtunnel drive with 16"OD Permalok Steel Casing Pipe of 165LF. Shafts were approximately 25 feet deep. Project Superintendent:Jeff Rager Microtunnel Machine Operator:Tony Foote Site Safety Representative:Jeff Rager Original Contract Amount: $ 183,000 Change Order Amount: $4,100.00 Start Date:04/15 Planned Completion Date:04/15 Actual Completion Date: 04115 Project No.62 NSU Storm Drain Trunk—SAN DIEGO,CA Owner: San Diego County Regional Airport Authority Contact Person:Michael Slawson Address: 3225 N.Harbor Drive, San Diego,CA 92101 Phone Number: (619)400-2400 Design Engineer: Kimley-Horn&Associates,Sam McWhorter 619-234-9411 Equipment Used: Iseki TCC800 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered consisted primarily of tight sand with occasional pockets of sandy silts. Dewatering:Perimeter dewatering was required on this project. Shafts consisted of both sheet pile shoring for the launch shaft and a conventional trench shield for the retrieval shaft. Project Description: This project consisted of a single microtunnel drive of 566 LF of 42"OD Permalok Steel Casing Pipe. This project required a 30' x 16'sheet pile launch shaft that was approximately 20'deep. Retrieval of the MTBM on this project was accomplished through a small trench shield on the other side of the active taxiway. Project Superintendent:Jim Gerace Microtunnel Machine Operator:John Foote Site Safety Representative:Mark Chamberlin Original Contract Amount: $799,480 Change Order Amount: $0.00 Start Date:07/15 Planned Completion Date: 08/15 Actual Completion Date:08/15 Project No.63 Noble Gulch Trunkline Relocation Project—CAPITOLA,CA Owner: Santa Cruz County Sanitation District Contact Person: Shaun Deyhim Address: 701 Ocean Street,Room 410,Santa Cruz,CA 95060 Phone Number: (831)454-2809 Design Engineer: Carollo,Keith Corcoran 916-565-4888 Equipment Used: Iskei TCS900 MTBM w/Combination Cutter Soil Conditions: The soils encountered consisted of silty sands and weathered bedrock well below the groundwater table. Dewatering:Up to 15 feet of groundwater head was found on this project. Beam and plate shafts were constructed for both the launch shafts and the reception shafts and perimeter dewatering around the shafts was required. Project Description: This project included four microtunnel drives totaling 1,800 LF of 42"OD Permalok Steel Casing Pipe w/ 15"HDPE Carrier Pipe. Drive lengths varied from 240LF to 820LF. This project required shafts between 14'and 40'deep. Extremely tight work areas within existing mobile home communities. One US was deployed.One reach was beneath Hwy 1 (Pacific Coast Highway),a heavily trafficked scenic highway in Northern California. Project Superintendent:Jeff Rager Microtunnel Machine Operator:Tony Foote/John Foote Site Safety Representative:Jeff Rager Original Contract Amount:$2,148,575 Change Order Amount: $40,279 Start Date:05115 Planned Completion Date: 10/15 Actual Completion Date: 10/15 Project No.64 Bintliff,Eppes and Frawley Forcemain Replacement—HOUSTON,TX Owner: City of Houston Contact Person:Akhter Hussain Address:611 Walker 15`"Floor,Houston,TX 77002 Phone Number: (832)395-2294 Design Engineer: CH2M Hill,Robert Thompson 281-721-8536 Equipment Used: Iseki TCC600 MTBM w/Soft Ground Cutter&Iseki TCC800 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered consisted primarily of stiff fat clay below the groundwater table. Dewatering:Perimeter dewatering was required on this project. Shafts were constructed using a combination of slide rail shoring and conventional trench shields for both Launch and Receiving Shafts. Project Description: This project consisted of five separate tunnel drives totaling 2,180 LF of 30"OD Hobas and one tunnel drive of 355 LF of 42"OD Permalok Steel Casing with 30"carrier pipe.Drive lengths ranged from 210 LF to 570 LF. Shafts were approximately 20 to 30 feet deep. Project Superintendent:Peter Turnbull Microtunnel Machine Operator:Peter Turnbull/Nick Cashdollar Site Safety Representative:Peter Turnbull Original Contract Amount: $ 1,645,135 Change Order Amount: $89,787 Start Date:06/15 Planned Completion Date: 01/16 Actual Completion Date: 01/16 Project No.65 Pacific Gas&Electric Line L-132B Martin Substation Relocation—DALY CITY,CA Owner: Pacific Gas&Electric Company Contact Person:Cesar Ureno Address: 6121 Bollinger Canyon Road,San Ramon,CA 94583 Phone Number: (925)324-4279 Design Engineer: PG&E,Ben Tai(BCTO@pge.com) Equipment Used: Iseki TCC500 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered on this project consisted primarily of silty clays and sands throughout the majority of the alignment through the tunnel horizon. Dewatering:The tunnels were completed from 5-15 feet beneath the groundwater table. All shafts will were constructed with the steel sheet piles with perimeter and sump dewatering. Project Description: This project consisted of three microtunnel drives totaling 1,100 LF of 24"OD sacrificial steel casing that was displaced with the permanent 24"gas pipeline. Shafts were 18 to 35 feet deep.All tunnels were installed inside an existing PG&E Electrical Substation facility with several critical utilities in very close proximity to the tunnel horizon. Project Superintendent:Peter Turnbull/John Foote Microtunnel Machine Operator:Tony Foote/Nicholas Cashdollar Site Safety Representative:Brian McCahon Original Contract Amount:$ 1,487,000 Change Order Amount: $118,210 Start Date:4/16 Planned Completion Date: 6/16 Actual Completion Date: 6/16 Project No.66 Arden Road 36-Inch Transmission Pipeline& Pump Station Improvements—AMARILLO,TX Owner: City of Amarillo Contact Person:Trent Davis Address: P.O.Box 1971,Amaraillo,TX 79105 Phone Number:(806)378-3029 Design Engineer: HDR,Inc.,Lance Ferland(972)960-4400 Equipment Used: MTS 1500 MTBM w/Soft Ground Cutter Soil Conditions: The soils expected to be encountered on this project are dry clay throughout the tunnel horizon. Dewatering:No dewatering is expected on the project as the tunnel is above the water table. Both shafts will likely be built with the use of trench shields. Project Description: This project consists of the microtunneled installation of approximately 421 linear feet of 36- inch diameter welded steel carrier pipe inside 60"Permalok Steel casing in a single drive. Project Superintendent:Peter Turnbull Microtunnel Machine Operator:Nicholas Cashdollar Site Safety Representative: Peter Turnbull Original Contract Amount:$487,188 Change Order Amount:$0.00 Start Date: 8/16 Planned Completion Date: 9/16 Actual Completion Date: 9/16 Project No.67 San Juan Creek 30-Inch ETM Replacement—SAN JUAN CAPISTRANO,CA Owner: Moulton Niguel Water District Contact Person:Rod Woods,P.E. Address:26161 Gordon Road,Laguna Hills,CA 92653 Phone Number: (949)425-3547 Design Engineer: Dudek,Russel Bergholz,P.E.,(760)4794107 Equipment Used: Iseki TCS900 MTBM w/Mixed Ground Cutter Soil Conditions: The soils expected on this project consist primarily of dense silty sand,clayey sand,and gravel approximately 30'below the groundwater table. Dewatering:Dewatering on this project will not be required due to the installation of auger drilled CMP shafts. Sump pumps will be used to remove any nuisance groundwater or slurry that enters the shafts. Project Description: This project consists of a single microtunnel drive of 300 LF of 48"OD Permalok Steel Casing with 30"PVC carrier pipe.This project also includes the installation of a 50'deep 21'ID auger drilled CMP jacking shaft,a 50'deep 14'ID auger drilled CMP reception shaft,and approximately 2001f of open-cut installation of 30"PVC. Project Superintendent:Jeff Rager Microtunnel Machine Operator:John Foote/Tony Foote Site Safety Representative:Jeff Rager/Mark Chamberlin Original Contract Amount: $3,016,680 Change Order Amount:N/A Start Date:2/16 Planned Completion Date: 10/16 Actual Completion Date: 10/16 Project No.68 WISE Water Connection—PARKER,CO Owner: Stonegate Village Metropolitan District Contact Person: Steve Olson Address: 1 7995 E.Prentice Avenue,Suite 103E,Greenwood Village,CO 80111 Phone Number: (303)858-9909 Design Engineer: TST Infrastructure, LLC.,Adam Monchak(303)799-5197 Equipment Used: Iseki TCC800 MTBM w/Soft Ground Cutter Soil Conditions: The soils expected to be encountered on this project consist primarily of clayey sands and silty sands throughout the majority of the alignment through the tunnel horizon. Dewatering:No dewatering is expected on the project as the tunnel is above the water table. Both shafts will likely be built with the use of trench shields. Project Description: This project consists of the microtunneled installation of approximately 646 linear feet of 20- inch diameter ductile iron carrier pipe inside 38" Permalok Steel casing in a single drive. Project Superintendent:Andy Craven Microtunnel Machine Operator:John Foote Site Safety Representative:John Foote Original Contract Amount:$723,248 Change Order Amount: $3,952 Start Date:9/16 Planned Completion Date: 10/16 Actual Completion Date: 10/16 Project No.69 Valero Terminal Island Freeway Crossing—WILMINGTON,CA Owner: Valero(California Spectra Instrumentation) Contact Person:John Young Address: 21818 S.Wilmington Ave,Ste.402,Carson,CA 90810 Phone Number: (424)201-1494 Design Engineer: SPEC Services,Robert Randig(714)963-8077 Equipment Used: Iseki TCC800 MTBM w/Soft Ground Cutter Soil Conditions: The soils expected to be encountered on this project consist primarily of silty sand approximately 5 feet below the groundwater table along the alignment of the tunnel horizon. Dewatering:Conventional dewatering will be performed,as the shafts for the microtunneling will be approximately 12 feet deep and will be constructed using interlocking sheet piling. Sumping of nuisance water within the shafts will also be performed. Project Description: This project consists of a single microtunnel drive totaling 160 LF of 42"OD welded steel casing that will carry several(10)sub-casings and various product carrier pipes from 6"to 14"diameter. The tunnel is being installed beneath the Terminal Island Freeway in Valero's Refinery in Southern California. Microtunneling is being used due to the high VOCs in the soils. Project Superintendent:John Foote Microtunnel Machine Operator:John Foote/Tony Foote Site Safety Representative: Sean Moyna Original Contract Amount: $450,200 Change Order Amount: $0.00 Planned Start Date: 10/16 Planned Completion Date: 11/16 Actual Completion Date: 11/16 Project No.70 I-5 Widening Segment 2 Pipeline Relocation Project—LA MIRADA,CA Owner: Chevron Pipe Line Company Contact Person:Don Caswell Address: 2600 Homestead Place,Ranch Dominguez,CA 90220 Phone Number: (661)477-1073 Design Engineer: EDM Services,Brian Payne(805)527-3300 Equipment Used: Iseki TCC600 MTBM w/Soft Ground Cutter Soil Conditions: The soil conditions consisted of soft to very stiff clays and medium dense sands in the vicinity of the groundwater table. Dewatering: Interlocking sheet pile shafts and perimeter dewatering wells were used. Depths of shafts were approximately 22 feet. Sumping of nuisance water within the shafts was also performed. Project Description: This project consisted of a two parallel microtunnel drive totaling 600 LF of 36"OD welded steel casing. The tunnels were installed underneath a heavily travelled section of Interstate 5 in Southern California. Project Superintendent:John Foote Microtunnel Machine Operator:John Foote Site Safety Representative: Sean Moyna Original Contract Amount: $ 1,147,174.00 Change Order Amount: $60,000.00 Start Date: 1/17 Planned Completion Date: 4/17 Actual Completion Date: 4/17 Project No.71 Pacific Gas&Electric Line L-1531-880 Crossing Replacement—NEWARK,CA Owner: Pacific Gas&Electric Company Contact Person:Robert Hartsock Address: 6121 Bollinger Canyon Road,San Ramon,CA 94583 Phone Number: (626)523-9751 Design Engineer: Bennett Trenchless,Mary Neher(916)294-0095 Equipment Used: Iseki TCC600 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered on this project consisted primarily of clay approximately 5 feet below the groundwater table along the alignment of the tunnel horizon. Dewatering:Conventional dewatering was not allowed,so shafts for the microtunneling were approximately 36 feet deep and were constructed using watertight methods. Cutter Soil Mix/Jet Grout shafts were used;40-ft Diameter Jacking Shaft and 35-ft Diameter Reception Shaft. Sumping of nuisance water within the shafts was also performed. Project Description: This project consisted of a single microtunnel drive totaling 380 LF of 30"OD sacrificial steel casing that was displaced with the permanent 30"gas pipeline. The tunnel was installed underneath a heavily travelled section of Interstate 880 in Northern California. Project Superintendent:John Foote Microtunnel Machine Operator:Tony Foote Site Safety Representative:Brian McCahon Original Contract Amount:$ 861,000 Change Order Amount: $314,946.00 Planned Start Date: 1/17 Planned Completion Date: 3/17 Actual Completion Date: 4/17 Project No.72 Family Entertainment Zone Infrastructure Improvements Phase 1—MANTECA,CA Owner: City of Manteca Contact Person:Greg Showerman Address: 1001 West Center Drive,Manteca,CA 95337 Phone Number: (209)456-8400 Design Engineer: NV5 Inc.,Justin Peterson(209)239-9080 Equipment Used: Iseki TCC800 MTBM w/Soft Ground Cutter&NITS 1650 MTBM w/Soft Ground Cutter Soil Conditions: The soils expected to be encountered on this project consist primarily of silt,sand and clay below the groundwater table along the alignment of the tunnel horizon. Dewatering:Conventional dewatering will be performed at the shaft locations,as the shafts for the microtunneling will be approximately 20-25 feet deep and will be constructed using a combination of slide rail and interlocking sheet piling. Sumping of nuisance water within the shafts will also be performed. Project Description: This project consisted of a single tunnel drive of 315 LF of 78"Permalok Casing with 48" RCP Carrier;and a single drive of 300 LF of 42"Permalok Casing with 18"DIP Carrier. The two tunnels were installed beneath California Highway 120. Project Superintendent:John Foote Microtunnel Machine Operator:Tony Foote Site Safety Representative:Sean Moyna Original Contract Amount:$ 1,504,975 Change Order Amount: $0.00 Start Date:2/17 Planned Completion Date: 5/17 Actual Completion Date: 5/17 Project No.73 Little Dry Creek Interceptor Improvements BP I—WESTMINSTER,CO Owner: City of Westminster Contact Person: Stephanie Bleiker Address: 4800 West 92nd Avenue,Westminster,CO 80031 Phone Number:(303)658-2172 Design Engineer: HDR,Matt Gough(970)4164408 Equipment Used: Iseki TCC600 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered on this project consisted primarily of silt and sand below slightly the groundwater table. Dewatering:Conventional dewatering was not necessary. Shafts for the microtunneling were a combination of Trench Shields and Sheet Piles approximately 16 feet deep. Project Description: This project consisted of two separate tunnel drives beneath active BNSF railroad tracks totaling 200 LF of 30"Permalok Casing with either 16"or 18"PVC Carrier Pipes. One of the reaches is 60 LF carrying a new 16"waterline and the other reach is 140 LF carrying a new 18"gravity sewer. Project Superintendent:John Foote Microtunnel Machine Operator:John Foote Site Safety Representative:Brian McCahon Original Contract Amount: $377,270 Change Order Amount: $102,398.00 Planned Start Date: 5/17 Planned Completion Date: 7/17 Actual Completion Date: 7/17 Project No.74 16-09DB Lift Station 87 Phase I Microtunneling Project—SARASOTA,FL Owner: City of Sarasota Contact Person:David Boswell Address: 1565 First Street,Room 205, Sarasota,FL 34236 Phone Number: (941)926-6448 Design Engineer: McKim&Creed,Robert Garland(941)379-3404 Equipment Used: MTS 1500 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered on this project consisted primarily of lagoonal deposits containing silty clays and sands throughout the majority of the alignment through the tunnel horizon. Dewatering:No perimeter dewatering is allowed on the project. There was approximately 20 feet of groundwater head encountered on this project. All shafts will be built with water-tight steel sheet piles with sumping. Project Description: This project consisted of the microtunneled installation of approximately 1,350 linear feet of 36-inch diameter gravity mains inside 60"Permalok Steel casing in two separate drives. There were deep shafts, demolition work,portions of open cut pipeline construction and substantial traffic control as well. Project Superintendent:Peter Turnbull Microtunnel Machine Operator:Nicholas Cashdollar Site Safety Representative:Peter Turnbull Original Contract Amount: $7,731,038 Change Order Amount: M99,882.00 Start Date: 7/16 Planned Completion Date: 8/17 Actual Completion Date: 8/17 CURRENT PROJECTS Project No.75 Pacific Gas&Electric R-349 L-101 San Francisquito Creek—PALO ALTO,CA Owner: Pacific Gas&Electric Company Contact Person: Jose Quintero Address: 6121 Bollinger Canyon Road,San Ramon,CA 94583 Phone Number: (925)407-7943 Design Engineer: PG&E,Joshua Hampton(JQHW@pge.com) Equipment Used: Iseki TCC500 MTBM w/Soft Ground Cutter Soil Conditions: The soils to be encountered on this project consist primarily of silts and sand approximately 15 feet below the groundwater table along the alignment of the tunnel horizon. Dewatering:The tunnel will be completed approximately 15 feet beneath the groundwater table. Both shafts were constructed with steel sheet piles with perimeter and sump dewatering. Project Description: This project consists of a single microtunnel drive totaling 476 LF of 24"OD sacrificial steel casing that will be displaced with the permanent 24"gas pipeline. Shafts were approximately 25 feet deep. The tunnel will be installed underneath an environmentally sensitive waterway known as San Francisquito Creek in Northern California. Project Superintendent:John Foote Microtunnel Machine Operator:John Foote Site Safety Representative: Sean Moyna Original Contract Amount:$890,420 Change Order Amount: $0.00 Start Date:9/17 Planned Completion Date: 10/17 Actual Completion Date:N/A Project No.76 Gilman Drive Public Sewer Improvement—LA JOLLA,CA Owner: University of California,San Diego Contact Person:Roland Bartsch Address: 9500 Gilman Drive,La Jolla,CA 92093 Phone Number:(619)917-7113 Design Engineer: Lattitude 33,Matt Semic(858)875-1704 Equipment Used: Iseki TCS900 MTBM w/Combination Cutter Soil Conditions: The soils expected to be encountered on the project consist of silty sands and weathered bedrock above the groundwater table. Dewatering:Dewatering is not anticipated. Sumping will be performed if required. The shafts will consist of conventional trench shields at the far ends of the project and Liner Plate&Ring Beam shafts will be constructed for the three launch and reception shafts in the deepest sections in the middle of the project. Project Description: This project consists of four separate microtunnel drives totaling 3,100 LF of 42"OD Permalok steel casing with either 2 1"or 24"PVC Sewer carrier piping. The tunnels will be installed at deep, difficult locations within a congested college campus in San Diego. Project Superintendent:Peter Turnbull Microtunnel Machine Operator:John Foote Site Safety Representative:Sean Moyna Original Contract Amount: $7,622,000 Change Order Amount: $0.00 Start Date:9/17 Planned Completion Date: 6/18 Actual Completion Date:N/A Project No.77 Venice Dual Force Main and Pumping Plant Generator Replacement Pro iect—MARINA DEL REY,CA Owner: City of Los Angeles Department of Public Works Contact Person:John Haskett Address: 1149 S.Broadway,Los Angeles,CA 90015 MS-538 Phone Number: (213)485-5864 Design Engineer: City of Los Angeles Wastewater Conveyance Engineering,Abid Chowdhry(213)485-1856 Equipment Used: NITS 1500 MTBM(70"OD)w/Mixed Ground Cutter,NITS 1650 MTBM(70"OD)w/Mixed Ground Cutter&NITS 1850 MTBM(80"OD)w/Mixed Ground Cutter Soil Conditions: The tunnel horizon is expected to be within fine and coarse grained alluvium. In addition,isolated zones and lenses of seashells may exist within the fine and coarse grained alluvium soils and zones and lenses of cobbles are anticipated within the coarse grained alluvium soils. Dewatering:Localized conventional dewatering will be utilized at some shaft locations. Due to the unique nature and alignment of the project,several different shaft construction techniques will be required making this an extremely challenging project. Depths of shafts will range from 15 feet up to as deep as 80 feet. Sumping of nuisance water within the shafts will also be performed. Project Description: This project involves the construction of a new 54-inch diameter force main sewer extending approximately 10,392 linear feet in length,which originates from a newly constructed manifold adjacent to an existing Pumping Plant.From the manifold the alignment will proceed east,then southeasterly and cross beneath the Marina Del Rey and Ballona Creek channels,continue traveling south within Pacific Avenue and ending at the Coastal Interceptor/North Outfall Sewer(CIS/NOS)Junction structure. The majority(-9,450 LF)of the new 54- inch line will be constructed using microtunneling. Most of the microtunneling will be direct jacked RCCP and approximately 2,800 LF of 80"Permalok Casing with RCCP Carrier will also be installed. The cut-and-cover construction method will be used for the remaining 900 LF. The project also consists of the demolition of the existing equipment and procurement and installation of new generators,along with ancillary controller,transfer switches,plus exhaust and cooling systems at the Venice Pumping Plant.Two(2)new 750 kW(480 V)generators, and one(1)new 1,500 kW(480 V)generator with complete emissions control systems and fluid storage will be furnished and installed. Project Superintendent:Phil Palomino Microtunnel Machine Operator:Roger Skog,John Foote,Tony Foote Site Safety Representative: Sean Moyna Original Contract Amount: $88,893,730 Change Order Amount:$0.00 Start Date: 1/17 Planned Completion Date: 2/20 Actual Completion Date:N/A ID Task Task Name Duration Start Finish ar 25'18 A r 1 '18 Apr 8 '18 Apr 15�'18 A_.r.22 '18 Air 29, '18 May 6� '18 May, r-7-- - I �_ �__ _ _ Mode M T WTT F S;S MIT WyTiFjS S MiT W1T FI5�5_M T W T F S S M T W T F'S S M T WyT F;S ,M T W T F S S M 1 Feeder No.2 Relocation Microtunnel 149 days Wed 11/15/17 Mon 5/14/18 1 2� Preliminary Works 111 days Wed 11/15/17 Fri 3/30/18 3 :> Sign Subcontract/NTP 5 days Wed 11/15/17 Tue 11/21/17 i 4 ��> Bonds& Insurance 1 day Tue 11/21/17 Tue 11/21/17 5 I Prepare Submittals 8 days Wed 11/22/17 Fri 12/1/17 6 M, Submittal Approvals 20 days Mon 12/4/17 Fri 12/29/17 7 >> Procure 42" Permalok Casing Pipe 85 days Mon 12/4/17 Fri 3/30/18 OUN81111' 8 11 42" Microtunneling(10 hrs/day-6 days/week) 38 days Sat 3/31/18 Mon 5/14/18 9 f Mobilization 4 days Sat 3/31/18 Wed 4/4/18 10 Mobilize Micro Tunnel Equipment 4 days Sat 3/31/18 Wed 4/4/18 11 , Microtunnel Drive 30 days Thu 4/5/18 Wed 5/9/18 12 ' Setup Surface& Pit& Equipment 8 days Thu 4/5/18 Fri 4/13/18 13 ( Thrust Block& Entrance Ring 4 days Sat 4/14/18 Wed 4/18/18 - 14 i Launch Tunnel Machine 1 day Thu 4/19/18 Thu 4/19/18 15 Microtunnel 42" Steel Casing(3451f) 8 days Thu 4/19/18 Fri 4/27/18 Aww"'wwww% 16 ( Retrieve MTBM &Slurry Lines/Cables 3 days Sat 4/28/18 Tue 5/1/18 two-,� 17L Breakdown Separation Plant 2 days Wed 5/2/18 Thu 5/3/18 18� . Install GC supplied 30 WSP Carrier Pipe 7 days Wed 5/2/18 Wed 5/9/18 Final Cleanup 4 days Thu 5/10/18 Mon 5/14/18 4 20 Final Cleanup & Demobilization 4 days Thu 5/10/18 Mon 5/14/18 21 i act, Project Finish 0 days Mon 5/14/18 Mon 5/14/18 Task '` Project Summary Inactive Milestone Manual Summary Rollup Deadline Project: Feeder No 2 Microtunnel Split „ ,,,.,, „ ,,,, External Tasks Inactive Summary ✓ Manual Summary W Progress Date:Tue 10/24/17 Milestone External Milestone 41 Manual Task "' Start-only C Summary V Inactive Task Duration-only Finish-only 3 Page 1 7 T Deferring Site Condition Occurrence (Peat), 1,O LC REVISED Bid Item No. 40 Differing Site Condition Occurrence (Peat), 50,0 LF __o___...ledge..aceipt and re.,io,p,of nririPnrium Number One.dated October 19, 2017. f115 IS LU�lGnnVwicuyc oca.c�ra�.�... .�-••..•• —• •------- Company Name By ) Date l All bidders must acknowledge and include the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Andrew Ferrigno at (714) 536- 5291 within 24 hours of posting. 15 of 14 of Addendum#1 J BID BOND Conforms with The American Institute of Architects,A.I.A. Document No.A-310 KNOW ALL BY THESE PRESENTS, That we, CCL CONTRACTING, INC. as Principal,hereinafter called the Principal, and the LIBERTY MUTUAL INSURANCE COMPANY of ATTN:SURETY CLAIMS DEPARTMENT, 1001 4TH AVENUE,SUITE 1300, SEATTLE,WA 98154 a corporation duly organized under the laws of the State of MASSACHUSETTS as Surety,hereinafter called the Surety,are held and firmly bound unto CITY OF HUNTINGTON BEACH as Obligee,hereinafter called the Obligee, in the sum of TEN PERCENT OF GREATER AMOUNT BID Dollars ($ 10% ) ,for the payment of which sum well and truly to be made,the said Principal and the said Surety,bind ourselves, our heirs, executors, administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has submitted a bid for WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT- CC NO. 1523; WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. l Signed and sealed this 18TH day of OCTOBER 2017_ CCL CONTRACTING, INC. (Seal) r Principal Witness By Ar- d BRYAN KY, SEWTARY Title LIBERTY MUTUAL INSURANCE COMPANY Witness { By � — D CJZ�j�� - MARK D. IATAROLA, Attorney-in-Fact S-0054/GEEF 12/00 FRP CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of ff SAN DIEGO ) On !OLT(.h-) before me, HELEN E. WHEALDON, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared BRYAN LUSKY Name(&) of Signer( who proved to me on the basis of satisfactory evidence to be the person(s) whose name(a) is/are subscribed to the within instrument and acknowledged to me that he/sheAlges+ executed the same in hiss;ei;authorized capacity4es), and that by his/4 'gym signatureN on the instrument the personH, or the entity upon behalf of which the person(&) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. HELEN E. WHEALDON WITNESS my hand and official seal. COMM. #2194350 z Notary Public - California Z San Diego County Signature /YZ My Comm.Ez ire&A r.28, Signature of Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: BRYAN LUSKY Signer's Name: KI Corporate Officer — Title(s): SECRETARY ❑Corporate Officer — Title(s): ❑Partner — ❑ Limited ❑ General ❑ Partner — ❑ Limited ❑General ❑Individual ❑Attorney in Fact ❑ Individual ❑Attorney in Fact ❑Trustee ❑ Guardian or Conservator ❑Trustee ❑Guardian or Conservator ❑Other: ❑ Other: Signer Is Representing: Signer Is Representing: ©2014 National Notary Association•www.NationaiNotary.org - 1-800-US NOTARY(1-800-876-6827) Item#5907 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California ) County of SAN DIEGO ) On 10/18/2017 before me, HELEN E. WHEALDON, NOTARY PUBLIC , Date Here Insert Name and Title of the Officer personally appeared MARK D. IATAROLA Name(&) of Signers) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(&) is/ere subscribed to the within instrument and acknowledged to me that he/&Ir, Heq executed the same in hiss;;authorized capacity4e4s), and that by his/"^gym signature(s)on the instrument the person(s), or the entity upon behalf of which the person(&) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. HELEN E. WHEALDON WITNESS my hand and official seal. COMM. 2194350 z Public n G� � Notary Public - California o �pOw� z San Diego County Signature, Comm.Expires r.28,2021 Signature of Notary Public Place Notary Seal Above OPTIONAL. Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: MARK D. IATAROLA Signer's Name: ❑Corporate Officer — Title(s): ❑Corporate Officer — Title(s): ❑Partner — ❑ Limited ❑ General ❑ Partner — ❑Limited ❑ General ❑Individual ®Attorney in Fact ❑ Individual ❑Attorney in Fact ❑Trustee ❑ Guardian or Conservator ❑Trustee ❑ Guardian or Conservator ❑Other: ❑ Other: Signer Is Representing: Signer Is Representing: ©2014 National Notary Association•www.NationalNotary.org - 1-800-US NOTARY(1-800-876-6827) Item#5907 E.l,�4UI�t I ItH�1lIVUr IIVI... 1938 Don Lee Place Escondido,CA 92029 G Y Ct.;� �.-!T y /' r7 �s r f 9 s•_. Z �-- � �! City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov Office of the City Clerk 17,1969� Robin Estanislau, City Clerk March 5, 2018 Mladen Buntich Construction Co. Inc. 1500 W. 9th Street Upland, CA 91786 RE: West Orange County Water Board Feeder No. 2 Relocation Project—CC No. 1523 Enclosed please find your original bid bond for CC-1523. Sincerely, _lam Robin Estanislau, CIVIC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand Q SECTION C PROPOSAL for the construction of WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT from WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC No. 1523 TO THE HONORABLE BOARD OF DIRECTORS OF THE WEST ORANGE COUNTY WATER BOARD: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach enter into a contract with the West Orange County Water Board, (WOCWB.) The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 200 working days, starting from the date of the first Notice to Proceed to procure casing pipe and carrier pipe for the project, to the completion of pipeline construction through the second Noticed to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with WOCWB at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to WOCWB of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE WOCWB RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. This period of sixty days can be extended if it is mutually agreed upon in writing between the WOCWB and the BIDDER. If at such time the contract is not awarded, the WOCWB will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 J t ' If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the WOCWB'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the WOCWB and this bid and the acceptance hereof may, at the WOCWB'S option, be considered null and void. Accompanying this proposal of bid, find Bidder's Bond for 10% in the amount of which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the WOCWB. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond for_% ", as the case may be) Any standard Surety Bid Bond form is acceptable. Bidder shall signify receipt of all Addenda here, if any• Addenda No. Date Received A idder's Signature /o -ly. t C-2 SECTION C (Addendum #1) PROJECT BID SCHEDULE A PROJECT NAME, CC 1523 WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT T, 1��"'�uantiity tj,:Cwbst Total Cost�' 6 `4 y nii VA11 "N' P", ai (Ext6ngion Q 25 4 Inch Air Release Valve Assembly-Detail 3/CD-1 2.00 EA $ 60 0.. 1 26 4 Inch Combination AR and WQTS-Detail 2/CD-1 2.00 EA $30,000 $ 607 000 27 Cathodic Protection 1.00 LS $ 56,000 $ 28 Groundwater Monitoring Well and Monitoring 2.00 EA $ 19 000 $ 29 Settlement Monitoring and Smoothness Surveys 1.00 LS $ 'fO,000 $ 30 8 Inch Pump Out 2.00 EA $30,,,000 $_CO,0,0 31 Roadway Excavation 840.00 Cy $ 60 $ 32 Aggregate Base 560.00 Cy $ 'fo $ 2.2 wo 33 HMA(4 Inch Layer for Full Roadway Reconstruction) 370.00 TON $ 150 $ 551500 34 2 Inch HMA Grind and Overlay 7,900.00 Sy $ 15 $ iat' 6-.170 35 Adjust Manhole Cover to Grade 14.00 EA $ ),000 $ 1%,000 36 Adjust Water Valve, Gas Valve, Sewer Cleanout, or Survey $1000 $Monument to Grade 9.00 EA 37 Remove and Reconstruct Traffic Sensor Loops 4.00 EA $ 1 o0o $ 38 Remove and Reconstruct Concrete Cross Gutter 900.00 SF $ 50 $ Y5.,000 39 Survey Monument Replacement 8.00 EA $ j,00a $ 40 Differing Site Condition Occurrence(Peat) 50.00 LF $LZ',tioD $ 1 qali 000 TOTAL BID AMOUNT IN WORDS: ,on pale'- Note: Refer to Section 9, Measure and Payment for description of each Item on Bid Schedule. All extensions of unit prices will be subject to verification by Owner. In case verification is required between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-2.2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater, and the portion of the work to be done by such subcontractor. Bid Name and Address of State Class DIR PWC Dollar % of Item(s) Subcontractor License Registration# Amount Contract Number lVQ4;14 Pac;Fri 6109 A o -A f%. -V -,20 A ZJ;:_)1073 Ci'7— Ii3 2-d5 z% By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the WOCWB through the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on 10-24-201a7 Upland CA Date City Stale Scott B Peterson being first duly sworn, deposes and says that he or she is Corporate Secretary of Widen Runtich Construction Company Inc. the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all staternents contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Mladen Buntich Construction Company Inc Name of Bidder Signature of Bider 1500 West 9th Street Upland, CA 91786 Address of Bidder C-4 UTILITY AGREEMENT HONORABLE BOARD OF DIRECTORS OF THE WEST ORANGE COUNTY BOARD Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT from WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC No. 1523, (1)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Mladen Buntich Construction Company Inc Contractor Scott B Peterson By Corporate Secretary Title Date: October 24th, 2017 C-s DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes ® No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Mladen Buntich Construction Company Inc Contractor Scott B Peterson By Corporate Secretary Title Date: October 24, 2017 C7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Mladen Buntich Construction Company Inc Bidder Name 1500 West 9th Street Business Address CA 91786 Upland City, State Zip (909 ) 920-9977 estimating@buntich.com Telephone Number Email Address 532604 Class A State Contractor's License No. and Class 06-14-1988 Original Date Issued 06-30-2018 Expiration Date The work site was inspected by Chris Whitehead of our office on October 11 12017 . The following are persons, firms, and corporations having a principal interest in this proposal: Mladen Buntich Jr, President Scott B Peterson - Corporate Secretary Lee Roesner- Vice President The undersigned is prepared to satisfy the Board of Directors of the West Orange County Water Board of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Mladen,Buntic Construction Company Inc Company Name Signature of Mder Scott B Peterson Corporate Secretary Printed or Typed Signature C-8 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California County of saw �r�a' On OC�dber' � /i�17 before me, �/�n�Ve Lee,�4�1-a GCU�C, Date Here Insert Name and Title of the Officer personally appeared _SRO f�e v. �krT6n NameAof Signer,' who proved to me on the basis of satisfactory evidence to be the personX whose nameoK is/a$6 subscribed to the within instrument and acknowledged to me that he/sXe/tIJ6 executed the same in his/her/tt it authorized capacity(ijk�), and that by his/hVr/tWr signatureM on the instrument the persong or the entity upon behalf of which the personDo acted, executed the instrument. I certify under PENALTY OF PERJURY under the J.STALKER laws of the State of California that the foregoing Commission#2118376 paragraph is true and cor t. a Notary Public-California z San Bernardino County WITNESS hand an off ial seal. MY Comm. Ex ires Jul 5 2019 Si nature Place Notary Seal and/or Stamp Above Signature of Notary Public OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Corporate Officer— Title(s): ❑ Partner— ❑ Limited ❑ General ❑ Partner— ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian of Conservator ❑ Trustee ❑ Guardian of Conservator ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: ©2017 National Notary Association NOTARY CERTIFICATE Subscribed and sworn to before me this day of , 201_ A notary public or other officer completing this certificate verifies o y the identity of the individual who signed the document, to which this certificate i attached, and not the truthfulness, accuracy, or validity of that document. State of ) County of ) On before me, Month, Day, and Year Insert Name and Title of Notary personally appeared ;N/ne(s) of Signer(s) who proved to me on the basis of satisf tory evidence to bet person(s) whose name(s) is/are subscribed to the within instrument an acknowledged to in at he/she/they executed the same in his/her/their authorized capacity(i s), and that by his/he eir signature(s) on the instrument the person(s), or the entity upon be alf of which the per �s acted, executed the instrument. I certify under PENALTY OF PERJURY u der ti aws of the State of California that the foregoing paragraph is true a correct. WITNESS my hand and ficial seal U Signatur Signature of Notary Public (PLACE NOTARY SEAL ABOVE) C-9 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the installation of large diameter, typically 24-inch and greater, welded steel potable water pipe lines within areas below the ground water table, installation of dewatering wells and structural shoring in areas below the ground water table, and the installation of welded steel pipe for both casing pipe and carrier pipe. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within and around the past five years: I. City of Los Angeles Department of Water and Power I I I N Hope Street Los Angeles,CA 90012 Name and Address of Public Agency Name and Telephone No. of Project Manager: Alex Liu 213-367-5288 13,786,000 24"-96"Open Cut Water Pipe Line 2015 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Concrete Structures and Valve Vaults, Large Diameter Butterfly Valves, Welded Steel Pressure Pipe up to 96". 2 Goleta West Sanitary District PO Box 4 Goleta,CA 93116 Name and Address of Public Agency Mark Nation 805-968-2617 Name and Telephone No. of Project Manager: 10,771,252 42"CCFRP Open Cut and Micro Tunnel 2016 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Deep Access Shaft up to 40' Deep. Dewatering of Shaft. Micro Tunnel of 42" Piping.Multiple Sewer Bypassing Operations.Open Cut Trenching. Concrete Structures and Vaults. 3 City of Los Angeles Department of Water and Power I I I N. Hope Street Los Angeles,CA 90012 Name and Address of Public Agency Name and Telephone No. of Project Manager: Alex Liu 213-367-5288 23,299,570 66" Diameter Open Cut Water Pipeline November 2016 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Concrete Structures and Valve Vaults, Dewatering,Large Diameter Welded Steel Pressure Pipe up to 84". Tratfic Control, AC Paving, ur utter i ewa . C-10 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager, and Superintendent. For each of these critical positions, please list at least three projects for which the critical staff has performed similar work within and around the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. l Edmund Lyons Name of proposed Project Manager Telephone No. of proposed Project Manager: 909-239-0490 Silver Lake Reservoir Bypass and Regulating Station Water Force Main 2017 Project Name & Contract Amount Type of Work Date Completed Silver Lake Reservoir Site Piping Water Force Main 2015 Project Name & Contract Amount Type of Work Date Completed WFES Wastewater Force Main Replacement Wastewater Force Main 2013 Project Name & Contract Amount Type of Work Date Completed 2. Jim Kennelly Name of proposed Superintendent Telephone No. of proposed Superintendent: 951-285-2786 Glendale Chevy Chase Sewer Diversion Gravity Sewer 2015 Project Name & Contract Amount Type of Work Date Completed Silver Lake Reservoir Bypass and Regulating Station Water Force Main 2016 Project Name & Contract Amount Type of Work Date Completed Mesa Road Trunk Sewer 09-03 Open Cut Sewer Pipeline 2016 Project Name & Contract Amount Type of Work Date Completed C-11 Micro-Tunnel Project History 5 Pi of ec e s i If the bidder is self-performing the micro-tunnel then this section shall be completed only for micro tunnel projects that were self-performed by the bidder. If the bidder is using a subcontractor to perform micro-tunnel operations, then this section of the bid documents shall be completed documenting the micro-tunnel subcontractor's project history. For the purposes of this project, the micro-tunneling contractor/subcontractor shall provide project history of similar work, specifically referencing the installation of large diameter, typically 24-inch and greater, butt-welded steel casing pipe within Caltrans right of way. The Specification Section 02441 1.03 outlines criteria to qualify the micro-tunnel contractor/subcontractor for this project. Information provided in this section of the bid documents shall satisfy the criteria of Section 02441 1.03. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the micro-tunnel contractor/subcontractor has performed similar work within and around the past five years: Sewer and Water Group 827 - City of San Diego, Ca. 1 1010 SECOND AVENUE, 14th FLOOR, MS 614C SAN DIEGO, CA 92101 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Ramin Hatam (619) 980-8251 $1, 533 , 600 . 00 Mav 2017 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N"Value, hydrostatic head,depth of casing Direct Jacked 2 , 008 if 271, ID x 34 " OD Meyers Polymer Concrete pipe in 4-drives (440 If, 381 lf, 584 1f, 597 lf) across the mission bay golf course to a MH in Grand Avenue for new gravity. sewer line . Surface Settlement : None Durations : 5 months Soil Type : ML, SM, CL, SP, organics N Values : 6 to 31 SE: 10 ft , IE : -12 . 00 Ft, GWE : 2 Ft, Depth: 22 ft, HHead: 14 Ft Tim Butow and Jason Shepard MTBM Operator C-12 Industrial Road Parallel. Sanitary Sewer Project 2 City of San Carlos , 600 Elm Street , San Carlos Ca . 94070-3085 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Nick Goodenow (720) 292-6812 $633 , 843 . 00 Jan 2016 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N" Value, hydrostatic head, depth of casing Installed 400 if of 44 . 50 OD x 3/4 wall Permalok Steel Casing crossing beneath HW 101 near East San Carlos Avenue in San Carlos Ca. Durations : 1 . 5 Months Surface Settlement : None Soil Types : CH, CL, SC, GP N Values : 10 to 25 SE : 10 Ft , IE : -12 Ft, GWE: -1 . 5 Ft , Depth: 22 Ft, HHead: 10 . 5 Ft Tim Butow and Jason Shepard MTBM Operator Schwerin Street Sewer System Improvement 3 SFPUC 525 Golden Gate Avenue, San Fransico Ca. 94102 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Jeff Young 415-2 6 5-5 014 $610 , 824 . 00 Sept 2015 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N"Value, hydrostatic head, depth of casing Direct Jack 600 LF of 60" FRP Pipe in 1-Drive Beneath/Parallel to Schwerin Street in the City of San Fransico, Ca. Sur ace ett ement : None Soii Type : SC, S , SP N Values : 5" SE : 42 Ft, IE: 11 Ft, GWE : 28 Ft, Depth : 31 Ft, H14ead: 17 Ft (B-2 ) Tim Butow and Jason Shepard MTBM Operator C-13 a Georgia Street Interceptor Project q City of Amarillo, Tx 509 SE 7th Avenue Amarillo Tx. 79105 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: David Mullins 8 0 6-3 7 9-9 3 0 6 $1, 514 , 816 August 2015 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N"Value,hydrostatic head, depth of casing Direct J"cr. 2 , 399 LF of 42" X 44 . 50 OD FRP in 4 Drives . The drive lengths were (450 if, 490 if, 750 if and 700 if) para e Beneat Georgia Street in the City or Amari o Tx For a new gravity sewer Tine . Surface Settlement : None : Soil Types : SC, CL, CH: N Values : 13 to 52 HHead: 0 Tim Butow and Jason Shepard MTBM Operator Mesa Road Trunk Sewer Project 5 Goleta West Sanitary District, PO box 4 , Goleta Ca. 93116 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Mark Nation 805-968-2617 $1, 208, 201 . 00 Atiaust 2014 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N" Value, hydrostatic head, depth of casing Direct jacked 1 , 430 if of 42 inch hobas FRP in 2 Drives (708/722 if) via slurry microtunnelina parallel and beneath Mesa Road on the University of California SB campus . Durations of work : 2 months Surface Settlement : none Soils type: Qe, SC, CH, organics, cobbles baselined N Values : 0 to 20 SE: 14 ft , IE: -7ft , GWE :4 ft, depth 21 ft , HHead: 11 Ft Tim Butow and Jason Shepard MTBM Operator C-13b Micro-Tunnel Proposed Staff Listed below is the name of the bidders proposed MTBM Operator. List at least three projects for which the MTBM Operator has performed similar work within and around the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. Tim Butow Name of proposed MTBM Operator 1. Sewer and Water group 827 May 2017 Project Name, Date Completed ML, SM, CL, SP, Organics 440, 381 , 584 , 597 N Values : 6 to 31 Length of Tunnel, Soil Conditions 2. Industrial Road Parallel Sanitary Sewer Project Jan 2016 Project Name, Date Completed 400 LF Ch, Cl, SC, GP N Values : 10 to 25 Length of Tunnel, Soil Conditions 3. Mesa Road Trunk Sewer August 2014 Project Name, Date Completed 722 if and 708 if 4E, SC, CH, organsics, Cobbles Baslined N values : 0 to 20 Length of Tunnel, Soil Conditions C-14 CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) CERTIFICATE Pursuant to SB 854 (citing Labor Code Section 1771.1(a)), passed by the California State Senate on June 20, 2014, established a new public works Contractor Registration Program, which requires all contractors and subcontractors bidding and performing work on Public Works Projects to register on an annual basis (each July 1 through June 30 state fiscal year) with the California Department of Industrial Relations (DIR). Currently the annual non-refundable registration fee for Contractors is $300. Each contractor to whom a public works contract has been awarded shall sign the following certificate. DIR FACT SHEET on SB 854 http://www.dir.ca.gov/DLSE/PublicWorks/SB854FactSheet-6.30.14.pdf DIR's Contractor Registration Link—Call (844) 522-6734 https://efiling.dir.ca.gov/PWCR/ActionServlet?action=dlsplayPWCRegistrationForm DIR's Contractor Registration searchable database: https://efiling.dir.ca.gov/PWCR/Search.action I am aware and will comply with the provisions of Labor Code Section 1771.1(a) which states: "A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded." I furthermore will comply by providing proof of registration with DIR as the primary contractor, as well as for ALL subcontractors at the time of submitting the bid. Mladen Bunitch Construction Company Inc Contractor Scott B Peterson By Corporate Secretary 10-24-2017 Title Date: PWC Registration #: 1000001912 C-15 errina Site Condition Occurrence (Peat), "I REVISED Bid Item No. 40 Sri r Site Condition Occurrence (Peat), 50-0 This is to acknowledge receipt and review of Addendum Number One,dated Oct�"Ar -13 F", Mladen Buntich Construction Company Inc Scott Peterson Company Name By Y October 19, 2017 Date All bidders must acknowledge and include the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Andrev,� Ferrig1m:, at (714) 536- 5291 within 24 hours of posting. 15 of 14 of Addendum#1 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by MICHAEL BOND,Vice President, in pursuance of authority granted by Article V, Section 8,of the By-Laws of said Companies, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute,and appoint John M.GARRETT,Steven C.MOSIER,Denise BENNETT,Charise EBERHARD,Cynthia S.WOZNEY and Paul A.BLAND,all of Irvine, California, EACH its true and lawful agent and Attorney-in-Fact,to make, execute,seal and deliver,for, and on its behalf as surety,and as its act and deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland.,and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 9th day of May,A.D.2016. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND 8$AL Z = _•— Poe 6, tttea r'y Secretary Vice President Eric D.Barnes Michael Bond State of Maryland County of Baltimore On this 9th day of May, A.D. 2016,before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, MICHAEL BOND,Vice President,and ERIC D.BARNES,Secretary,of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same,and being by me duly sworn, deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. kGtq/ a C r/S fi t� Maria D.Adamski,Notary Public My Commission Expires:July 8,2019 POA-F 012-5087D EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attomevs-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attomeys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attomey-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE 1, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V,Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994,and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 1 Oth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President,Secretary,or Assistant Secretary of the Company,whether made heretofore or hereafter,wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this _day of GET 15 2W 20. a eoai r a E Gerald F.Haley,Vice President THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we MLADEN BUNTICH CONSTRUCTION CO. , INC. as Principal, hereinafter called the Principal, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation duly organized under the laws of the State of MARYLAND as Surety, hereinafter called the Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH as Obligee, hereinafter called the Obligee, in the sum of Ten Percent of the Amount of the Accompanying Bid Dollars ($ 10 0 ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for WEST ORANGE COUNTY WATER BOARD FEEDER NO. 2 RELOCATION PROJECT CC NO. 1523 NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof,or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid,then this obligation shall be null and void,other-wise to remain in full force and effect. Signed and sealed this 16TH day of OCTOBER 4-92 017 M N UNTICH CONSTRUCTION CO. , INC. (Princinali (Seal) (Witness) _6� I (Title) FIDELITY AND DEPOSIT COMPANY OF MARYLAND (Su (Seal) (Witness) CHARISE EBERHARD tle) Attorney-in-Fact AIA DOCUMENT A310 • BID BOND • AIA O• FEBRUARY 1970 ED •THE AMERICAN INSTITUTE OF ARCHITECTS,1735 N.Y.AVE.,N.W.,WASHINGTON,D.C.20006 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On October 16, 2017 before me, Cynthia S. Womey, Notary Public (insert name and title of the officer) personally appeared Charise Eberhard who proved to me on the basis of satisfactory evidence to be the person(l ) whose name( ) is/are— subscribed to the within instrument and acknowledged to me that be/shelthey executed the same in —his/her/their authorized capacity(ieA and that by-his/her/theif signature( ) on the instrument the person( ), or the entity upon beh If of which the person() acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. CYNTHIA S. WOZNEY WITNESS my hand and official seal. Commission#2077374 Z ".p Notary Public-California z Z Orange County D My Comm. Expires Sep 5,2018 Signature \ (Seal) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California�' / 1 County of ,3aq Bcmarwll26 J} On 6c4bee 1)'(c?617 before me, /I✓ / P� aZlt G Date Here Insert Name and Title oft e Officer personally appeared Nome(X of Signer,. who proved to me on the basis of satisfactory evidence to be the personX whose nameXis/alb subscribed to the within instrument and acknowledged to me that he/s)�/tl}e�y executed the same in his/lye[/tp it authorized capacity(i¢4, and that by his/lXr/tlWir signatureX'on the instrument the person(g, or the entity upon behalf of which the personNs) acted, executed the instrument. I certify under PENALTY OF PERJURY under the J.STALKER laws of the State of California that the foregoing Commission#2118376 paragr?re true and c r t. Z';h v_ Notary Public-California i Z ,�. San Bernardino County WITNE nd a d o cial seal. ml Comm. Ex ires Jul 5,2019 Signat Place Notary Seal and/or Stamp Above Signature of Notary Public OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Corporate Officer— Title(s): ❑ Corporate Officer—Title(s): ❑ Partner— ❑ Limited ❑ General ❑ Partner— ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian of Conservator ❑ Trustee ❑ Guardian of Conservator ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: ©2017 National Notary Association MLA®EN BUNTICH CONSTRUCTION CO. INC 1" r ` General Engineering Contractor TZECEINED a " ' � 1500 W. 91h Street Upland, CA 91786 ` 2➢11 OCT31 APA9: 909-920-9977 CITY HUNTING OIJ . } rq,&tx } , :3 a�ti" " >r(-°.t`"` L " "SEALED BID" a for ' c WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 r6} tt RELOCATION PROJECT from s< wal WILLOW LANE AND WESTMINSTER BLVD.TO ` k `a SPRINGDALE ST.AND MAHOGANY AVE.IN } ;. THE CITY OF WESTMINSTER ti x 3 tFi gwSaaf CC No. 1523 h�,�,�r•,,.,� cr+ t xia-:ry 5e �; v in the CITY OF HUNTINGTON BEACH-DO NOT OPEN WITH REGULAR MAIL t rr r r DELIVER TO THE OFFICE OF THE CITY CLERK, 2000 MAIN STREET, SECOND FLOOR ti City of Huntington Beach 2000 Main Street + Huntington Beach, CA 92648 (714) 536-5227 + www.huntingtonbeachea.gov Office of the City Clerk Robin Estanislau, City Clerk March 5, 2018 Vido Artukovich & Son, Inc. Vidmar, Inc. A JV 11155 Rush Street South El Monte, CA 91733 RE: West Orange County Water Board Feeder No. 2 Relocation Project—CC No. 1523 Enclosed please find your original bid bond for CC-1 523. Sincerely, Robin Estanislau, CIVIC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand SECTION C PROPOSAL for the construction of WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT from WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC No. 1523 TO THE HONORABLE BOARD OF DIRECTORS OF THE WEST ORANGE COUNTY WATER BOARD: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach enter into a contract with the West Orange County Water Board, (WOCWB.) The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 200 working days, starting from the date of the first Notice to Proceed to procure casing pipe and carrier pipe for the project, to the completion of pipeline construction through the second Noticed to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specification, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with WOCWB at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to WOCWB of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE WOCWB RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. This period of sixty days can be extended if it is mutually agreed upon in writing between the WOCWB and the BIDDER. If at such time the contract is not awarded, the WOCWB will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the WOCWB'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the WOCWB and this bid and the acceptance hereof may, at the WOC WB'S option, be considered null and void. Accompanying this proposal of bid, findbidder's bond for 10 in the amount of which said amount is not less than l 0% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the WOCWB. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond for_% ", as the case may be) Any standard Surety Bid Bond form is acceptable. Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bid is i nat e 1 10/19/17 C-2 i SECTION C (Addendum 41) PROJECT BID SCHEDULE A PROJECT NAME, CC 1523 WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT BID ITEMS N 1te►n Description Quantity No. Unit tl Unit Cost Total Cost (Extension) 1 Mobilization/Demobilization 1.00 LS $ 300,000 $ 300,000 2 Prepare WPCP 1.00 LS $ 5,000 $ 5,000 3 Install&Maintain Construction BMPs 1.00 LS $ 5,000 $ 5,000 4 Night Work Allowance Per Traffic Control Plan 1.00 LS $ 50,000 $ 50,000 5 Permitting 1.00 LS $ 20,000 $ 20,000 6 Sheeting, Shoring and Bracing 1.00 LS $ 300,000 $ 300,000 7 Traffic Control 1.00 LS $ 150.000 $ 150,000 8 Replace Traffic Striping and Pavement Markers 1.00 LS $ 15,000 $ 15 000 9 Potholing and Utility Locating 1.00 LS $ 75,000 $ 75,000 10 33 Inch Water Abandonment 1,710.00 LF $ 50 $ 85>,500 11 30 Inch Welded Steel Pipe(CML&TC) 2,425.00 LF $ I o 73 $ 07, 0?s 12 Dewatering and desiltation of water before disposal 1.00 LS $ 3 00.000 $ 350,000 13 42 Inch Steel Casing by Microtunneling Method and Grouting 345.00 LF $-2 175 $ 750,375 14 Microtunneling Sending and Receiving Shafts 1.00 LS $ 150,000 $ 150,000 15 Remove and Reconstruct Existing 8 Inch Water Main 65.00 LF $ 540 $ 35,100 16 Remove and Reconstruct Existing 12 Inch Water Main 355.00 LF $ '100 $ 106,500 17 2 Inch Temporary Water Service Lateral 1.00 EA $ 8,000 $ 8,000 18 27 Inch Pipeline Connection with Thrust Walls 1.00 EA $ 75,000 $ 75,000 19 33 Inch Pipeline Connection with Thrust Wall 1.00 EA $ 75,000 $ 75,000 20 33 Inch/14 Inch Pipeline Connection with Thrust Walls 1.00 EA $ 75,000 $ 75,000 21 Vault Modification-Details 1 &2/C-6 1.00 LS $ 30,M $ 30,000 22 30 Inch Butterfly Valve 5.00 EA $ 25,000 $`-2 005 0 4--- r��s-Ft� 23 8 Inch Gate Valve 1.00 EA $ 4,000 $ 4.,000 24 12 Inch Gate Valve 3.00 EA $ 5,000 $ 15,000 C-2.1 SECTION C (Addendum #I) PROJECT BID SCHEDULE A PROJECT NAME, CC 1523 WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT '44 �e�s�ription uan Item tity Unit Unit Cost Tota l Cost No. 6�,';�,'(Extens'1 n) 25 4 Inch Air Release Valve Assembly-Detail 3/CD-1 2.00 EA $ 12,000 $ 24,000 26 4 Inch Combination AR and WQTS-Detail 2/CD-1 2.00 EA $ 12_000 $ 24,000 27 Cathodic Protection 1.00 LS $ 50,000 $ 50,000 28 Groundwater monitoring Well and Monitoring 2.00 EA $_ 5000 $ 10,000 29 Settlement Monitoring and Smoothness Surveys 1.00 LS $ 50.000 $ 50,000 30 8 Inch Pump Out 2.00 EA $-2D_MD $ 40,000 31 Roadway Excavation 840.00 Cy _$ 58_800_ 32 Aggregate Base 560.00 cy $ 65 $ 36,400 33 HMA(4 Inch Layer for Full Roadway Reconstruction) 370.00 TON $ 100 $ 37,000 34 2 Inch HMA Grind and Overlay 7,900.00 Sy $ 11 $ 86,900 35 Adjust Manhole Cover to Grade 14.00 EA $ 750 $ 10,500 36 Adjust Water Valve, Gas Valve, Sewer Cleanout, or Survey Monument to Grade 9.00 EA $ 600 $ 5,400 37 Remove and Reconstruct Traffic Sensor Loops 4.00 EA $ 750 $ 3,000 38 Remove and Reconstruct Concrete Cross Gutter 900.00 SF $_20_ $ 18,000 39 Survey Monument Replacement 8.00 EA $ 500 $ 4, 000 40 Differing Site Condition Occurrence(Peat) 50.00 LF $ 1 000 $ 50,000 TOTAL BID AMOUNT IN WORDS: �Nt M11,00A) P10 4A� SOW t4005-IIIJ6 I Vt 0 Ukrt vt Note: Refer to Section 9, Measure and Payment for description of each Item on Bid Schedule. All extensions of unit prices will be subject to verification by Owner. In case verification is required between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-2.2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater, and the portion of the work to be done by such subcontractor. Bid Name and Address of State Class DIR PWC Dollar % of Item(s) Subcontractor License Registration# Amount Contract Number 34 All American Asphalt 267073 A 1000001051 87,000 1.5% 13 Vadnais 997903 A 1000030849 736,000 13% 39 q3 By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the WOCWB through the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID 1 declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on 10/31/�Jt So. E1 Monte ' California Date City State Vido Artukovich bei irst dul swornfid Nses ay s�jys that he or she is Managing Partneriao Artikovi� J on, n the party making the g g of i mar, nc. foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Vido Artukovich & Son, Inc./Vidmar, Inc. A JV Name of Bidder Signature of Bidder Vido Artukovich, Managing Partner 11155 Rush St. , So. E1 Monte, CA 91733 Address of Bidder C-4 CALIFORNIA JURAT WITH AFFIANT STATEMENT GOVERNMENT CODE 8202 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached and not the truthfulness accuracy, or validity of that document. State of California County of Los Angeles Subscribed and sworn to (or affirmed) before me on this 31s'day of October 2017 by Vido Artukovich, of.Satisfitory evid:� ence to be the person whoappeared before me. SHARON ARTUKOVICH Commission B 2121646 z4P Notery PUWIC-California z Los Angeles County Signature My Comm.EA fret Jul 31 2018 UTILITY AGREEMENT HONORABLE BOARD OF DIRECTORS OF THE WEST ORANGE COUNTY BOARD Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT from WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC No. 1523, (1)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Vido Artukovich & Son, Inc./Vidmar, Inc. A JV Contractor By Vido Artukovich Managing Partner Title Date: 10/31/17 C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes il No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. 1 am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and 1 will comply with such provisions before commencing the performance of the work of this contract. Vido Artukovich & Son, Inc./Vidmar, Inc. A JV Contractor By Vido Artukovich Managing Partner Title Date: 10/31/17 C-7 R - � BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Vido Artukovich & Son, Inc./Vidmar, Inc. A JV Bidder Name 11155 Rush Street Business Address South El Monte, CA 91733 City, State Zip ( 626 ) 444-4286 info@artukovich.com Telephone Number Email Address 726231 A State Contractor's License No. and Class 8/14/1996 Original Date Issued 8/31/2018 i Expiration Date The work site was inspected by Anthony Artukovio]Iiour office on October 24 2017. The following are persons, firms, and corporations having a principal interest in this proposal: A.P. Artukovich - Managing Partner Vido Artukovich - Managing Partner Mark Artukovich - Managing Partner I I The undersigned is prepared to satisfy the Board of Directors of the West Orange County Water Board of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. Vido Artukovich & Son, Inc./Vidmar, Inc. A JV Company Name r Signature of Bidder Vido Artukovich, Managing Partner Printed or Typed Signature C-8 NOTARY CERTIFICATE Subscribed and sworn to before me this 31 day of October , 201 7. A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) County of Los Angeles ) On October 31, 2017 before me Sharon Artukovich, Notary Public Month, Day, and Year Insert Name and Title of Notary personally appeared Vido. Artukovich Name( of Signer( ) who proved to me on the basis of satisfactory evidence to be the person(i) whose name(i) is/ark subscribed to the within instrument and acknowledged to me that he/sKi/Wy executed the same in his/lidr/ttiki'r/authorized capacity(ids), and that by his/her/their signature(/s) on the instrument the person(s , or the entity upon behalf of which the person( acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. - SMARON ARTUKOVIN WITNESS my hand and official seal. Commission#F 2121646 1 Notary Public-California z Los Angeles County My Comm.E fires Jul 331 2019 Signature 1- Signature of Notary Public (PLACE NOTARY SEAL ABOVE) C-9 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the installation of large diameter, typically 24-inch and greater, welded steel potable water pipe lines within areas below the ground water table, installation of dewatering wells and structural shoring in areas below the ground water table, and the installation of welded steel pipe for both casing pipe and carrier pipe. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within and around the past five years: 1. Ci'ty -of Malibu - 23825 Stuart Ranch Road, Malibu, CA 90265 Name and Address of Public Agency Name and Telephone No. of Project Manager: Rob DuBoux, 310 456--2489 $20,451,881 Civic Center WTF-Phase 1 90% Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Furnish and install 21,2001f open cut 4"-14" HDPE sewer, 13 7601f 4"- 8" C900 reclaimed water line, 3,9001f 24"-42" bore/jack steel casing, 2 pump stations, all appurtenance and tie-in to treatment plant 2. Chino Basin Desalter Authority, 1251 S. Haven Ave. , Ste. 202, Ontario, CA 91761 Name and Address of Public Agency Narne and Telephone No. of Project Manager: Joe Blum, 714 832-7222 $20,066,645 Chino Desalter Phase 3 Expansion Water Pipeline' 9/6/16 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Furnish and install 37,OOO1f 30" CMU C, CL 150-250, 6151f 48" steel micro-tunnel casing and 2771f 42" steel bore/jack with all appurtenance 3• City of Huntington Beach - 2000 Main Street, Huntington Beach CA 92648 Name and Address of Public Agency 5/7/15 Name and Telephone No. of Project Manager: Andrew Ferrigno, 714 536-5291 $10,556,640 Warner Avenue Gravity Sewer & Lift St. #C 5/7/15 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Furnish and install 3,5001f 16" gravity sewer C905, 5001f 12" ductile orce main -with all appurtenance and lift station C-10 Vido Artukovich & Son, Inc./Vidmar, Inc. A JV Recent Completed Projects City of Santa Ana 20 Civic Center Plaza, Santa Ana, CA 92701 Mike Ortiz 714 547-5624 (mortiz@santa-ana.org) Bristol Street Water Main Furnish and Install 4,7081f 16" PVC C905 DR14 water line with all appurtenances $2,504,490 — 160 work days — 12/22/16 US Army Corps of Engineers — Los Angeles District 915 Wilshire Boulevard, Suite 1400, Los Angeles, CA 90017 Stan Fujimoto 626 401-4084 (stanley.s.fujimoto@usace.army.mil) Carson Mall Lateral Phase II Furnish and install 4,4161f 12" PVC and 2291f 12" ductile iron water line with 1151f 24" bore and jack casing and all appurtenances $2,477,440 — 150 calendar days — 8/30/16 City of Huntington Beach 2000 Main Street, Huntington Beach, CA 92648 Trinidad Lift Station No. 29 and Force Main Improvement Furnish and install 4001f 4" Force Main, 3001f 8" Gravity Sewer, demo and removal of existing structure and construction of new Lift Station with electrical and all appurtenances $2,185,195 — 180 work days — 6/6/16 Chino Basin Desalter Authority 1251 S. Haven Avenue, Suite 202, Ontario, CA 91761 Joe Blum, Butier Engineering 714 832-7222 (jblum butier.com) Chino Desalter Phase 3 Expansion Product Water Pipeline Furnish and install 37,OOO1f 30" CML&C, CL 150-250, 6151f 48" steel micro-tunnel casing and 2771f 42" steel bore and jack casing. Original $19,051,220/Final $20,066,645 Complete 9/6/16 480 calendar days Vido Artukovich & Son, Inc./Vidmar, Inc. A JV Page 2 City of Huntington Beach 2000 Main Street, Huntington Beach, CA 92648 Andrew Ferrigno, P. E. 714 536-5291( AFerrignoCa),surfcity-hb.orq) George Litzinger, Dudek Construction Mgmt. 619 980-7048 (glitzinger@dudek.com) Warner Avenue Gravity Sewer and Lift Station #C Furnish and install 3,5001f 16" gravity C905, 5001f 12" ductile force main with all appurtenances and lift station. Original $9,846,863/Final $10,556,640 Complete 5/7/15 306 work days City of Pasadena Water & Power 150 Los Robles Avenue, Suite 200, Pasadena, CA 91101 Natalie Ouwersloot, P.E. 626 744-7011 (nouwerslootCcDcityofpasadena.net) Eastside Well Collector Pipeline Furnish and install 22,000 If 16" and 24" DIP water main, CL52 with all appurtenances Original $4,764,721/Final $5,716,721 Complete 5/23/14 Original 130 work days 236 actual West Basin Municipal Water District 17140 S. Avalon Blvd., #210, Carson, CA 90746 Veronica Govea 310 660-6269 (veronicag@westbasin.org) NRG Recycled Water Conveyance Pipeline Project Furnish and install 7,4241f 10" C905 PVC and connect to existing 12" PVC with all appurtenance and flow control vault. Original $2,279,038/Final $2,365,515 Complete 2/23/13 — 300 calendar days City of Santa Fe Springs 11710 Telegraph Rd., Santa Fe Springs, CA 90670 Frank Beach 562 868-0511 (frankbeach@santafesprings.org) 1-5 Water Main Relocation for Carmenita Road Segment Furnish and install 8,0271f 12" DIP, 4,0701f 16" DIP, CL 150-250 with all appurtenance Original $4,114,930/Final $4,214,987 Complete 1/30/13 — 84 work days Vido Artukovich & Son, Inc./Vidmar, Inc. A JV Page 3 City of Glendale, Department of Water and Power — Owner 141 N. Glendale Avenue, Level 4, Glendale, CA Raja Takidin 818 548-3906 (RTakidin@ci.glendale.ca.us) Diederich Reservoir Back-Up Pipeline Project Furnish and install 3,0501f 30" CML&C, CL 250-350 with all appurtenances and connect to Deiderich Reservoir Original $4,319,400/Final $4,933,870. Change Orders initiated by Owner Complete 6/22/12 — 487 calendar days South Coast Water District — Owner/Engineer 31592 West Street, Laguna Beach, CA 92651 Marissa Potter 949 248-2099 (mpotter@scwd.org) Camino Capistrano at Via Canon Water Main Replacement and JTM Reach 7 Via Canon Relocation Furnish and install 2,0651f 30"CML&C, CL150-250 water main, 2801f 10" PVC C900 water main w/tie ins, valves and appurtenance $1,057,557 Completed 2/11 - 110 work days Irvine Ranch Water District — Owner/Engineer 15600 Sand Canyon Rd. Irvine, CA 92618 Kelly Lew 949 453-5549 (lew@irwd.com) Bake Parkway Recycled Water Pipeline, Los Alisos Water Reclamation Plant Influent Sewer Improvement, Irvine Desalter Project Brine Line from Bake Parkway to Los Alisos Water Reclamation Plant Furnish and install 5,0331f 12" C900 PVC, 5,0451f 24" CML&C, 7321f 12" steel water, 331 If 27" VCP sewer, 2751f 36" VCP sewer with all appurtenances and two Cal Trans bridge crossings Original $5,796,400/Final $7,589,608 Change orders initiated by Owner Completed 2/08 — 627 work days additional City of Los Angeles, Wastewater Conveyance Construction Division 1149 s. Broadway, Suite 620, Los Angeles, CA 90015 Jon Haskett 213 485-5864 (won.haskett(aD_lacity.org North Outfall Sewer at the LA River Phase 1 $10,099,242, complete 5/08 334 days Phase II $4,248,162, complete 2/10, 236 days Repair and replace 48" concrete lined NOS adjacent to and under L.A. River, including construction of largest and longest sewage bypass systems in California 3,000+feet 39,000GPM. Construct two 38" access shafts to insert 4401f 42" Hobas fiberglass liner and 291f 54" semi-elliptical Hobas liner into existing NOS, 12,OOIf 24" HDPE Restore river bank to Army Corps of Engineers standard. Vido Artukovich & Son, Inc./Vidmar, Inc. A JV Page 4 Yorba Linda Water District - Owner 1717 Miraloma Avenue, Placentia, CA Ken Vecchiarelli 714 777-9593 (kvec@ylwd.com) Tetra Tech, Inc. — Engineer 16241 Laguna Canyon Rd, Irvine, CA Steve Agor 949 585-1209 C.I. replacements, S&S Sewer Improvement and Vista Loma Sewer Realignment Furnish and install 10,000If 12"-8" PVC water main and 3,9501f 12"-8" VCP sewer with all appurtenances Original $3,585,956/Final $4,078,000 Extra work initiated by Owner Completed 5/06 — 290 work days Yorba Linda Water District - Owner 1717 Miraloma Avenue, Placentia Ken Vecchiarelli 714 777-9593 (kvec@ylwd.com) Zone 2 Transmission Pipeline Furnish and install 9,365 If 30" CML&C, 3271f 48" steel casing with all appurtenance Original $2,616,177/Final $3,433,575 Completed 3/15/06 Irvine Ranch Water District — Owner/Engineer 15600 Sand Canyon Road, Irvine, CA 92618 Jeff Staneart 949 453-5540 Armstrong-McCaw Trunk Sewer Furnish and install 10,0001f 42", 36" and 27" micro tunnel open cut trunk sewer including manholes and tie ins Original $8,594,021/Final $12,302,679 — 1055 days Completed 8/26/06 City of Los Angeles, Department of Public Works 1149 S. Broadway, Suite 700, Los Angeles, CA 90015 Jon Haskett, 213 485-5864 Oon.haskett@lacity.org) Emergency Sewer Repair at various locations in the City of Los Angeles 5' — 30' deep, 6" —48" lie sewer repair and replacement Ongoing annual contract South Coast Water District 31592 West Street, Laguna Beach, CA 92651 Joseph McDivitt 949 499-4555 ext. 3122 On-Call Emergency and Immediate Construction and Maintenance Services Emergency and Immediate needs services at various locations. Ongoing annual contract Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager, and Superintendent. For each of these critical positions, please list at least three projects for which the critical staff has performed similar work within and around the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. 1• Vido Artukovich - Managing Partner Name of proposed Project Manager Telephone No. of proposed Project Manager: 626 444-4286 Chino Desalter Phase 3 Expansion Water Pipeline, $20,451,881 9/6/16 Project Name & Contract Amount Type of Work Date Completed Eastside Well Collector Pipeline, $5,716,721 5/23/14 Project Name & Contract Amount Type of Work Date Completed 1-5 Water Main Relocation, $4,214,987 1/30/13 Project Name & Contract Amount Type of Work Date Completed 2. Mark Artukovich - Managing Partner Name of proposed Superintendent Telephone No. of proposed Superintendent: 626 444-4286 Warner Avenue Gravity Sewer, $10,556,863 5/7/15 Project Name & Contract Amount Type of Work Date Completed NRG Recycled Water Conveyance Pipeline, $2,365,515 2/23/13 Project Name & Contract Amount Type of Work Date Completed Deiderich Reservoir BAck-Up Pipeline, $4,933,870 6/22/12 Project Name & Contract Amount Type of Work Date Completed C-11 Micro-Tunnel Project History If the bidder is self-performing the micro-tunnel then this section shall be completed only for micro tunnel projects that were self-performed by the bidder. If the bidder is using a subcontractor to perform micro-tunnel operations, then this section of the bid documents shall be completed documenting the micro-tunnel subcontractor's project history. For the purposes of this project, the micro-tunneling contractor/subcontractor shall provide project history of similar work, specifically referencing the installation of large diameter, typically 24-inch and greater, butt-welded steel casing pipe within Caltrans right of way. The Specification Section 02441 1.03 outlines criteria to qualify the micro-tunnel contractor/subcontractor for this project. Information provided in this section of the bid documents shall satisfy the criteria of Section 02441 1.03. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the micro-tunnel contractor/subcontractor has performed similar work within and around the past five years: I, City of Los Angeles - 1149 South Broadway#300, Los Angeles, CA 90015 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Andy Flores - (213)485-4496 $2,042,894 March 2015 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N" Value, hydrostatic head, depth of casing *See Project No. 58 on attached John Foote/Roger Skog MTBM Operator C-12 2. City of Manteca - 1001 West Center Drive, Manteca, CA 95337 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Greg Showerman-(209)456-8400 $1,504,975 May 2017 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N" Value, hydrostatic head, depth of casing *See Project No. 72 on attached John Foote MTBM Operator ;. Pacific Gas & Electric - 6121 Bollinger Canyon Rd, San Ramon, CA 94583 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Jose Quintero- (925)407-7943 $890,420 October 2017 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N" Value, hydrostatic head, depth of casing *See Project No. 75 on attached John Foote MTBM Operator C-13 Micro-Tunnel Proposed Staff Listed below is the name of the bidders proposed MTBM Operator. List at least three projects for which the MTBM Operator has performed similar work within and around the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. John Foote Name of proposed MTBM Operator 1. Santa Monica Bay Low Flow Diversion Upgrades Phase 2 March 2015 Project Name, Date Completed 846 LF of 60" Pennalok Steel Casing Beach Deposits (silty sand and gravel) Length of Tunnel, Soil Conditions 2. I-5 Widening Segment 2 Pipeline Relocation Project April 2017 Project Name, Date Completed 2 ea @ 300 LF Parallel 36" OD Welded Steel Casing Wet Med. Dense Sand Length of Tunnel, Soil Conditions 3. R-349 L-101 San Fransiquito Creek Crossing October 2017 Project Name, Date Completed 476 LF of 24" Sacrificial Steel Casing Young Bay Mud (Soft Silt and Sand) Length of Tunnel, Soil Conditions C-14 grout columns were constructed for both the launch shaft and the reception shaft since perimeter dewatering was not permitted at those locations. Project Description: This project consisted of two microtunnel drives totaling 591 LF of'36"OD x 0.75"steel casing. Shafts were approximately 25 to 32 feet deep.The work areas were along the heavily trafficked Auto Mall Parkway in Fremont,CA. Project Superintendent: Jeff Rager Microtunnel Machine Operator: John Foote/Tony Foote Site Safety Representative:Mark Chamberlin Original Contract Amount: $ 780.520 Change Order Amount: $0.00 Start Date: 6/14 Planned Completion Date: 9/14 Actual Completion Date: 9/14 N€, Santa Monica Bay Low Flow Diversion Upgrades Phase 2—SANTA MONICA,CA Owner: City of Los Angeles,CA Contact Person: Andy Flores Address: 1 149 South Broadway 4300,Los Angeles,CA 90015 Phone Number: (213)485-4496 Design Engineer: Psomas, Sean Diaz 213-223-1400 Equipment Used: MTS 1500 MTBM w/Combination Cutter Soil Conditions: The soils encountered on this project were beach deposits with silty sands,gravel,cobbles. The work area was tight along Highway I (Pacific Coast Highway). Dewatering: The groundwater table was approximately at the springline of the tunnel. One US was deployed. Secant pile shafts with supporting grout columns were constructed for both the launch shaft and the reception shaft as perimeter dewatering was not permitted. Project Description: Single microtunnel drive totaling 846 LF of60"OD Permalok Steel Casing Pipe w/48" Hobas carrier pipe. Shafts were approximately 18 to 20 feet deep. Project Superintendent: Jeff Rager Microtunnel Machine Operator: John Foote/Roger Skog/Steve Maim Site Safety Representative: Mark Chamberlin/Jeff Rager Original Contract Amount: $2,020.000 Change Order Amount: $22,894.00 Start Date: 10/14 Planned Completion Date: 03/15 Actual Completion Date: 03/15 Carlsbad Desalination Pipeline—CARLSBAD,CA Owner: Poseidon Resources,LP Contact Person: Peter MacLaggan Address: 5375 Avenida Encinas,Carlsbad.CA 92008 Phone Number: (760)597-7996 Design Engineer: Tetra Tech,Steven Tedesco 949-809-5000 Equipment Used: MTS 1850 MTBM w/Combination Cutter Soil Conditions: The soils encountered consisted primarily of sandstone/siltstone with occasional pockets of sandy silts. Dewatering:No dewatering was required on this project. A watertightjacking shaft was constructed that is a mixture of secant piles,ring beams,rock bolts,and shoterete. Project Description: This project consisted of a single microtunnel drive of 780 LF of 78"OD Permalok Steel Casing Pipe.Two IJS' were deployed and used. This project required a 17' diameter jacking shaft that was 71' deep. Retrieval of the MTBM on this project was completed inside a liner plate tunnel. Project Superintendent: Peter Turnbull /Jim Geraee Microtunnel Machine Operator: Roger Skog/Steve Maim Site Safety Representative: Mark Chamberlin Original Contract Amount: $2,082.750 Change Order Amount: -$30,156.00 Start Date: 12/14 Planned Completion Date: 04115 Actual Completion Date: 05115 Soil Conditions: The soil conditions consisted of soft to very stiff clays and medium dense sands in the vicinity of the groundwater table. Dewatering: Interlocking sheet pile shafts and perimeter dewatering wells were used. Depths of shafts were approximately 22 feet. Sumping of nuisance water within the shafts was also performed. Project Description: This project consisted of a two parallel microtunnel drive totaling 600 LF of 36"OD welded steel casing. The tunnels were installed underneath a heavily travelled section of Interstate 5 in Southern California. Project Superintendent: John Foote Microtunnel Machine Operator: John Foote Site Safety Representative: Sean Moyna Original Contract.Amount: $ 1,147,174.00 Change Order Amount: $60,000.00 Start Date: 1/17 Planned Completion Date: 4/17 Actual Completion Date: 4/17 Pacific Gas& Electric Line L-153 I-880 Crossing Replacement—NEWARK,CA Owner: Pacific Gas&Electric Company Contact Person: Robert Hartsock Address: 6121 Bollinger Canyon Road,San Ramon,CA 94583 Phone Number: (626)523-9751 Design Engineer: Bennett Trenchless,Mary Neher(916)294-0095 Equipment Used: lseki TCC600 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered on this project consisted primarily of clay approximately 5 feet below the groundwater table along the alignment of the tunnel horizon. Dewatering: Conventional dewatering was not allowed.so shafts for the microtunneling were approximately 36 feet deep and were constructed using watertight methods. Cutter Soil Mix/Jet Grout shafts were used;40-ft Diameter Jacking Shaft and 35-ft Diameter Reception Shaft. Sumping of nuisance water within the shafts was also performed. Project Description: This project consisted of a single microtunnel drive totaling 380 LF of 30"OD sacrificial steel casing that was displaced with the permanent 30"gas pipeline. The tunnel was installed underneath a heavily travelled section of Interstate 880 in Northern California. Project Superintendent: John Foote Microtunnel Machine Operator: Tony Foote Site Safety Representative: Brian McCahon Original Contract Amount: S 861,000 Change Order Amount: $314,946.00 Planned Start Date: 1/17 Planned Completion Date: 3/17 Actual Completion Date: 4/17 1 Family Entertainment Zone Infrastructure Improvements Phase 1 —MANTECA,CA Owner: City of Manteca Contact Person: Greg Showerman Address: 1001 West Center Drive.Manteca.CA 95337 Phone Number: (209)456-8400 Design Engineer: NV5 Inc.,Justin Peterson(209)239-9080 Equipment Used: Iseki TCC800 MTBM w/Soft Ground Cutter&MTS 1650 MTBM w/Soft Ground Cutter Soil Conditions: The soils expected to be encountered on this project consist primarily of silt,sand and clay below the groundwater table along the alignment of the tunnel horizon. Dewatering: Conventional dewatering will be performed at the shaft locations,as the shafts for the microtunneling will be approximately 20-25 feet deep and will be constructed using a combination of slide rail and interlocking sheet piling. Sumping of nuisance water within the shafts will also be performed. Project Description: This project consisted of a single tunnel drive of 315 LF of 78" Permalok Casing with 48" RCP Carrier;and a single drive of 300 LF of 42"Permalok Casing with 18" DIP Carrier. The two tunnels were installed beneath California Highway 120. Project Superintendent: John Foote Microtunnel Machine Operator: Tony Foote Site Safety Representative: Sean Moyna Original Contract Amount: $ 1,504,975 Change Order Amount: $0.00 Design Engineer: PG&E,Joshua Hampton(JQHWnpge.com) Equipment Used: Iseki TCC500 MTBM w/Soft Ground Cutter Soil Conditions: The soils to be encountered on this project consist primarily of'silts and sand approximately 15 feet below the groundwater table along the alignment of the tunnel horizon. Dewatering:The tunnel will be completed approximately 15 feet beneath the groundwater table. Both shafts were constructed with steel sheet piles with perimeter and sump dewatering. Project Description: This project consists of a single microtunnel drive totaling 476 LF of 24"OD sacrificial steel casing that will be displaced with the permanent 24"gas pipeline. Shafts were approximately 25 feet deep. The tunnel will be installed underneath an environmentally sensitive waterway known as San Francisquito Creek in Northern California. Project Superintendent: John Foote Microtunnel Machine Operator: John Foote Site Safety Representative: Sean Moyna Original Contract Amount: $890,420 Change Order Amount: $0.00 Start Date: 9/17 Planned Completion Date: 10/17 Actual Completion Date:N/A Gilman Drive Public Sewer Improvement—LA JOLLA,CA Owner: University ofCalifornia, San Diego Contact Person: Roland Bartsch Address: 9500 Gilman Drive,La Jolla,CA 92093 Phone Number: (619)917-71 13 Design Engineer: Lattitude 33,Matt Semic(858)875-1704 Equipment Used: Iseki 'rcS900 MTBM w/Combination Cutter Soil Conditions: The soils expected to be encountered on the project consist of silty sands and weathered bedrock above the groundwater table. Dewatering: Dewatering is not anticipated. Sumping will be performed if required. The shafts will consist of conventional trench shields at the far ends of the project and Liner Plate&Ring Beam shafts will be constructed for the three launch and reception shafts in the deepest sections in the middle of the project. Project Description: This project consists of four separate microtunnel drives totaling 3,100 LF of42"OD Permalok steel casing with either 21"or 24-PVC Sewer carrier piping. The tunnels will be installed at deep, difficult locations within a congested college campus in San Diego. Project Superintendent: Peter Turnbull Microtunnel Machine Operator: John Foote Site Safety Representative: Sean Moyna Original Contract Amount: $7,622,000 Change Order Amount: $0.00 Start Date: 9/17 Planned Completion Date: 6/18 Actual Completion Date:N/A .l Est_ 7 Venice Dual Force Main and Pumping Plant Generator Replacement Proiect—MARINA DEL REV,CA Owner: City of Los Angeles Department of Public Works Contact Person: John Haskett Address: 1 149 S.Broadway, Los Angeles,C.A 90015 MS-538 Phone Number: (213)485-5864 Design Engineer: City of Los Angeles Wastewater Conveyance Engineering,Abid Chowdhry(213)485-1856 Equipment Used: MTS 1500 MTBM(707'OD)xv/Mixed Ground Cutler,MTS 1650 MTBM(70"OD)Nv/Mixed Ground Cutter&MTS 1850 MTBM(80"OD)w/Mixed Ground Cutter Soil Conditions: The tunnel horizon is expected to be within fine and coarse grained alluvium. In addition, isolated zones and lenses of seashells may exist within the fine and coarse grained alluvium soils and zones and lenses of cobbles are anticipated within the coarse grained alluvium soils. Dewatering: Localized conventional dewatcring will be utilized at some shaft locations. Due to the unique nature and alignment of the project,several different shaft construction techniques will be required making this an extremely challenging project. Depths of shafts will range from 15 feet up to as deep as 80 feet. Sumping of nuisance water within the shafts will also be performed. Project Description: This project involves the construction of a new 54-inch diameter force main sewer extending approximately 10,392 linear feet in length,which originates from a newly constructed manifold adjacent to an existing Pumping Plant. From the manifold the alignment will proceed east,then southeasterly and cross beneath the Marina Del Rev and Ballona Creek channels,continue traveling south within Pacific Avenue and ending at the Coastal Interceptor/North OUClall Sewer(CIS/NOS)Junction structure. The majority(-9.450 LF)ofthe new 54- inch line will be constructed using microtunneling. Most of the microtunneling will be direct-jacked RCCP and approximately 2,800 LF of,80"Permalok Casing with RCCP Carrier will also be installed. The cut-and-cover construction method will be used for the remaining 900 LF. The project also consists of the demolition of the existing equipment and procurement and installation of new generators,along with ancillary controller,transfer switches, plus exhaust and cooling systems at the Venice Pumping Plant.Two(2)new 750 kW (480 V)generators, and one(1) new 1,500 kW(480 V)generator with complete emissions control systems and fluid storage will be furnished and installed. Project Superintendent: Phil Palomino Microtunnel Machine Operator: Roger Skog,John Foote,Tony Foote Site Safety Representative: Sean Moyna Original Contract Amount: $ 88,893,730 Change Order Amount: $0.00 Start Date: 1/17 Planned Completion Date: 2/20 Actual Completion Date:N/A CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) CERTIFICATE Pursuant to SB 854 (citing Labor Code Section 1771.1(a)), passed by the California State Senate on June 20, 2014, established a new public works Contractor Registration Program, which requires all contractors and subcontractors bidding and performing work on Public Works Projects to register on an annual basis (each July 1 through June 30 state fiscal year) with the California Department of Industrial Relations (DIR). Currently the annual non-refundable registration fee for Contractors is $300. Each contractor to whom a public works contract has been awarded shall sign the following certificate. DIR FACT SHEET on SB 854 http://www.dir.ca.gov/DLSE/PublicWorks/SB854FactSheet-6.30.14.pdf DIR's Contractor Registration Link—Call (844) 522-6734 https://efiling.dir.ca.gov/PWCR/ActionServiet?action=displayPWCRegistrationForm DIR's Contractor Registration searchable database: https://efiling.dir.ca.(lov/PWCR/Search.action I am aware and will comply with the provisions of Labor Code Section 1771.1(a) which states: "A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded." I furthermore will comply by providing proof of registration with DIR as the primary contractor, as well as for ALL subcontractors at the time of submitting the bid. Vido Artukovich & Son, Inc. /Vidmar, Inc. A JV Contractor By Vido Artukovich Managing Partner Title Date: 10/31/17 PWC Registration #: 1000004168 C-15 Bond Number Bid Bond Obligee: West Orange County Water Board ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by Michael P.Bond,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof,do hereby nominate,constitute, and appoint Noemi Quiroz , its true and lawful agent and Attorney-in-Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies,as fully and amply,to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland.,and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF,the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 24th day of April,A.D.2017. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND oLo 12J '� ,Oivss a� "Ma % 3-• of BBAL s 6� 10093t a By: Michael P.Bond Vice President "'"• �"" i I1t1 �'i . Oem BY: Dawn E.Brown Secretary State of Maryland County of Baltimore On this 24th day of April, A.D.2017, before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,Michael P. Bond,Vice President and Dawn E.Brown,Secretary of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly sworn,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. Constance A.Dunn,Notary Public My Commission Expires:July 9,2019 EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attornevs-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings,or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V,Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary,or Assistant Secretary of the Company,whether made heretofore or hereafter,wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 16th day of October 2017 .r`"'1P13"�• wp pLp-Os�i1 400a SEAL 1998 elm 70 Awe Jr,� Michael C.Fay,Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND,PLEASE SUBMIT A COMPLETE DESCRIPTION OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND,THE BOND NUMBER,AND YOUR CONTACT INFORMATION TO: Zurich Surety Claims 1299 Zurich Way Schaumburg,IL 60196-1056 www.zurichna.com/en/claims Site Condition Occurrence (Peat), REVISED Bid Item No. 40 �3 Site Condition Occurrence (Peat), This is to acknowledge receipt and review of Addendum Number One,dated C x"F Vido Artukovich & Son, Inc. /Vidmar, Inc. A JV Company Name By o Y 10/19/17 Date All bidders must acknowledge and include the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call -_: : at(714) 536- 5291 within 24 hours of posting. 15 of 14 of Addendum#1 BID BOND Vido Artukovich& Son Inc/Vidmar Inc a JV as Principal, and Fidelity and Deposit Company of Maryland as Surety,jointly and severally, bind ourselves, our heirs, representatives, successors and assigns, as set forth herein,to the WEST ORANGE COUNTY WATER BOARD (herein called"OWNER")for payment of the penal sum of Ten Percent of Amount Bid Dollars (S 1 o%of Amount Bid ) lawful money of the United States. Principal has submitted the accompanying bid dated October 24 2017 , for the construction of. West Orange County Water Board Relocation of Feeder No. 2 at Westminster Boulevard City of Huntington Beach CASH CONTRACT No. 1523 The Bidder (identified above and referred to herein as, the "Principal") has provided this bid bond in connection with the bid submitted by the Principal to Owner for the construction of the public works project identified above("Project"). In issuing this bid bond, the Surety (identified above) certifies to OWNER that the Surety is "an admitted surety insurer" as defined in California Code of Civil Procedure Section 995.120. We, the Principal and the Surety, as evidenced by the signatures of our respective duly-authorized representatives, set forth below, are hereby held and firmly bound unto OWNER in the amount of the Penal Sum specified above, for the payment of which amount, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs,executors, administrators, successors, and assigns as specified below. The payment obligation described above shall become null and void if. (i) OWNER awards the contract for construction of the Project ("Contract") to the Principal based on the bid described above and, within the required number of days after the notice of such award, the Principal enters into the Contract and provides to OWNER the required payment and performance bonds; (ii) OWNER rejects all bids received for the Project; or (ill) the time period during which the Principal may not withdraw its bid has expired without OWNER awarding the Contract to the Principal. If,however, OWNER awards the Contract to the Principal,but the Principal fails and/or refuses to enter into the Contract and/or to properly and duly-execute and deliver the required payment bond,performance bond, and/or other required documentation,then, immediately upon request of OWNER and without imposing any additional conditions on payment whatsoever, the Surety and/or the Principal shall forfeit and pay to OWNER such amount as OWNER states is the total of the costs reasonably incurred by OWNER as a result of such failure or refusal by the Principal, including, without limitation, the difference between the Principal's bid and the bid for the Project subsequently accepted by OWNER, rebidding of the Project if necessary, and administrative, publication, and other costs incurred by OWNER. hi no event, however, shall the liability pursuant to this bid bond exceed the Penal Sum of this bid bond. 1 of 2 BID BOND The Surety, for value received, hereby stipulates and agrees that this bid bond and the Surety's obligations hereunder shall be and remain in effect until such tiine as one or snore of the conditions described herein for rendering this bid bond null and void have been satisfied. The Surety, for value received, further stipulates and agrees that this bid bond shall in no way be impaired or otherwise affected by any extension of the time within which OWNER must enter into the Contract and submit the required documentation, and Surety hereby waives any requirement for notice of any such extension. Each person signing this bid bond on behalf of either the Principal or the Surety hereby represents and warrants that he or she has been duly authorized to sign, and thereby bind such party to, this bid bond. IN WITNESS WHEREOF, the Principal and Surety, acting by and through their respective, duly- authorized representatives, have executed this instrument on the date indicated below and affixed the name and, if applicable, corporate seal of each party. Principal: Vido Artukovich& Son Inc/Vidmar Inc a JV (Corporate or Individual Name) Business Address: 11155 Rush Street South El Monte, CA 91733 Authorized Signature: (Affix Corporate Seal) (Must be Notarized) Vido tukovich, Managing Partner Date Signed: October 31, . 2017 Surety: Fidelity and Deposit Company of Maryland (Corporate Name) Business Address: 777 South Figueroa Street Suite 3900 Los Angeles, CA 90017 n Authorized Signature: i (Affix Corporate Seal) VMi;A be Notarized uuoz, orney-in-tact Date Signed: October 16,2017 Note: Any claims under this bond can be addressed to Surety at the above address. (The following is to be completed by Surety-) The rate of premium on this bond is: $ N/A per thousand dollars. Total amount of premium charged is: $ N/A Note: A certified copy of the Power of Attorney of the Surety's authorized signatory must be attached to this bid bond. 2of2 BID BOND CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Civil Code 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy of validity of that document. State of California ) )ss County of Los Angeles ) On October 31, 2017 before me, Sharon Artukovich, Notary Public, personally appeared Vido Artukovich, who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY FOF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. SHARON ARTUKOVICH ComnNSsionPubli #21216 Z '� Notary Public-Californiaunty f Signatu� -Los Angeles County Comm. iresJul31 2019 Sharon Artukovich, Notary Public (Seal) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Civil Code § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy or validity of that document. State of California ) ss County of Los Angeles ) On OCT 16 2017 before me, Lisa L. Thornton, Notary Public, personally appeared Noemi Quiroz who proved to me on the basis of satisfactory evidence to be the persons} whose names} is/a-pe subscribed to the within instrument and acknowledged to me that 4e�sheA4,-y executed the same in 4i4her4he-4 authorized capacity4 s}, and that by 4�4herA-4� signatures} on the instrument the person(s}, or the entity upon behalf of which the persons}acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. LISA L. THORNTON f; Commission f. 2118370 a i_ t u Notary Public -CeNtornia z Los.Angeles County I iy Comm. Expires Jul 5, 2019 EJ c iIc 1 Signature; - E (Seal) Lisa L. ,hdrnto ; Notary Pubic VIDO ARTUKOVICH d SON, INC./ VIDMAR, INC. A JV '" m 11155 Rush Street South El Monte, CA 91733 Y;y,P ii r i `&'rs45-4•i� a p, +'K'Y'' ce �,n w-y .,3 + vi'..a. " , a T11 �.. r-t-�'� �CI7z•Y�CL`E�R KS d'R�. `�"��i'�' } .r :� �°`'.w"-� }:.:-""1 `� s. ; `�" F"o" E � ,ra'ysis'��'.`�+'°' �CIT YaOF ergs'-f; ._ �""•"k'-: '��x .G- r -.«+I'�vr ��t" k a 'iis s1i4,, BIiNFIN TCNgBe AkCM¢ '.�+u r3i f`r+ xs"- e• - m' ' -"s ,I � ?.a y� to°'e Ie-R," --- ,S �-R� z u x} ° 4..,.^-�*� >�� - �3t,r "SEALED BID" -' 'k a -r.. Mfi� : . � � a��y For u,'` "f-+ ` t ys , " y9 WEST ORANGE COUNTY WATER BOARD FEEDER N0.2 r RELOCATION PROJECT 65 . - '°V.>,.. from WILLOW LANE AND WESTIYIINSTER BLVD.TO 'E`-"' ; tizr �- z Y� SPRINGDALE ST.AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC No. 1523 in the x CITY OF HUNTINGTON BEACH -DO NOT OPEN WITH REGULAR MAIL DELIVER TO THE OFFICE OF THE CITY CLERK,2000 MAIN STREET,SECOND FLOOR E 15 City of Huntington Beach 2000 Main Street • Huntington Beach, CA 92648 (714) 536-5227 • www.huntingtonbeachca.gov ' FFB'�,19og Pa_. Office of the City Clerk Robin Estanislau, City Clerk March 6, 2018 James W. Fowler Co. 12775 Westview Drive Dallas, OR 97338 RE: West Orange County Water Board Feeder No. 2 Relocation Project—CC No. 1523 Enclosed please find your original bid bond for CC-1523. Sincerely, && Robin Estanislau, CIVIC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand SECTION C PROPOSAL for the construction of WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT from WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC No. 1523 TO THE HONORABLE BOARD OF DIRECTORS OF THE WEST ORANGE COUNTY WATER BOARD: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach enter into a contract with the West Orange County Water Board, (WOCWB.) The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 200 working days, starting from the date of the first Notice to Proceed to procure casing pipe and carrier pipe for the project, to the completion of pipeline construction through the second Noticed to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with WOCWB at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to WOCWB of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE WOCWB RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. This period of sixty days can be extended if it is mutually agreed upon in writing between the WOCWB and the BIDDER. If at such time the contract is not awarded, the WOCWB will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the WOCWB'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the WOCWB and this bid and the acceptance hereof may, at the WOCWB'S option, be considered null and void. Accompanying this proposal of bid, find Bidder's Bond in the amount of 10% which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the WOCWB. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond for 10% ", as the case may be) Any standard Surety Bid Bond form is acceptable. Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bidder's Signature 1 October 19, 2017 C-2 SECTION C (Addendum #1) PROJECT BID SCHEDULE A PROJECT NAME, CC 1523 WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT p ty 4 ' _168icription7. tZ 25 4 Inch Air Release Valve Assembly-Detail 3/CD-1 2.00 EA $ $ 26 4 Inch Combination AR and WQTS-Detail 2/CD-1 2.00 EA $ 01 OX $ 5X 27 Cathodic Protection 1.00 LS 7 13Z $ t 28 Groundwater Monitoring Well and Monitoring 2.00 EA $ G $ 29 Settlement Monitoring and Smoothness Surveys 1.00 ILS 6)(') 30 8 Inch Pump Out 2.00 EA $ $ U Go 31 Roadway Excavation 840.00 cy $ 0 C" $ J �:c 32 Aggregate Base 560.00 cy $ $ '5 33 HMA(4 Inch Layer for Full Roadway Reconstruction) 370.00 TON $ N $ •51 sto 34 2 Inch HMA Grind and Overlay 7,900.00 sy $ ZL $ 35 Adjust Manhole Cover to Grade 14.00 EA $ $ T 0 0) Adjust Water Valve, Gas Valve, Sewer Cleanout, or Survey Monument to Grade 9.00 EA 36 $ Ati 37 Remove and Reconstruct Traffic Sensor Loops 4.00 EA $ $ 38 Remove and Reconstruct Concrete Cross Gutter 900.00 SF $ $ > 39 Survey Monument Replacement 8.00 EA $ $ 40 Differing Site Condition Occurrence(Peat) 50.00 LF $ $ TOTAL BID AMOUNT IN WORDS: Note: Refer to Section 9, Measure and Payment for description of each Item on Bid Schedule. All extensions of unit prices will be subject to verification by Owner. In case verification is required between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-2.2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater, and the portion of the work to be done by such subcontractor. Bid Name and Address of State Class DIR PWC Dollar % of Item(s) Subcontractor License Registration# Amount Contract Number U7 rZ ''� IMF; toy Sfi �009C,g1 0000S307 Fa `�O J GC.0�C' c By submission of this proposal, the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the WOCWB through the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 I NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on 10/31/17, at Dallas OR Date City State James W. Fowler , being first duly sworn, deposes and says that he or she is President of James W. Fowler Co. the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. James W. Fowler Co. Name o id r Signature of Bidder James W. Fowler, President 12775 Westview Drive, Dallas, OR 97338 Address of Bidder C-4 UTILITY AGREEMENT HONORABLE BOARD OF DIRECTORS OF THE WEST ORANGE COUNTY BOARD Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT from WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC No. 1523, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. Jame . F wler Co. Contra or �_L James W. Fowler President Title Date: October 31 , 2017 G5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes ® No If the answer is yes, explain the circumstances in the space provided. n/a Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. James W. F er Co. Contractor B James W. Fowler President Title Date: October 31, 2017 C-7 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No. 7864859 Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint. Deanna M. French;Elizabeth R.Hahn;Guy Armfield;Jana M. Roy Jill A.Wallace;John Claeys;Mindee L. Rankin; Roger Kaltenbach; Ronald J. Lange;Scott Fisher;Scott McGilvray;Susan B.Larson all of the city of Bellevue state of WA each individually if there be more than one named,its true and lawful attorney-in-fact to make,execute,seal,acknowledge and deliver,for and on its behalf as surety and as Its act and deed,any and all undertakings,bonds,recognizances and other surety obligations.in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Pourer of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 15th day of August 2017 Rf The Ohio Casualty Insurance Companyin r,, 0in /f Liberty Mutual Insurance Company 44) ci alz a a7t West American Insurance Company •� v l r O Y ........._:... :.................._ _ ._..............__....................... __......_....._...... O STATE OF PENNSYLVANIA ss David M.Carey.Assistant Secretary C ca COUNTY OF MONTGOMERYLa M _ =O 14) On this 15th day of August 2017,before me personally appeared David M Carey.who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance v f— v O Company. The Ohio Casualty Company. and West American Insurance Company, and that he, as such. being authorized so to do, execute the foregoing instrument for the purposes >,N p therein contained by signing on behalf of the corporations by himself as a duly authorized officer O W M = E I") > IN'WITNESS,ArHEREOF.I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. O CL 5P ' COMMONWEALTH OF PENNSYLVANI ti A d M F - - H.p' tiotaral Sea ��Ji ��, O+� A o x 7Tortsa Pasteaa.Notary Public BY: .._...... ._......_.____........__. ._..__........_.............. .... .......... i'>7 O Jppe,Me,cnTw,,..Nlonhinmery County Teresa Pastella,Notary Public (D = My Conniss,on Exp res Marcr 28,2021 Q��L\ h9e,*=bcr f%ennsylvava PSSOddrIUYi of Nr,k,nVs f�0 E (� _ C13 This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual N O ,6�'- Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: �? 0)N � m W ARTICLE IV-OFFICERS-Section 12,Power of Attorney.Any officer or other official of the Corporation authorized for that pu pose in writing by the Chairman or the President,and subject O = 4; to such limitation as the Chairman or the President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal. .> O. acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective E powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so N p executed.such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representat.ve or attorney-in-fact under >Z the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. OC ARTICLE XIII-Execution of Contracts-SECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in writing by the chairman or the president, 00 > and subject to such limitations as the chairman or the president may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute, N M O 3 seal,acknowledge and deliver as surety any and all undertakings,bonds, recognizances and other surety obligations. Such attorneys-in-fact subject to the;imitations set forth in their =00 Z v respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the sea;of the Company. When so v o executed SLIch instruments shall be as binding as if signed by the president and attested by the secretary. O cfl Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attorneys-in- ~ fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization-By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn. the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company. Liberty Mutual Insurance Company, and West Amencan Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this day of 20 .% By: — `j Renee G.Llew ssistant Secretary 578 of 800 1_MS 4 2873 022017 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: James W. Fowler Co. Bidder Name 12775 Westview Drive Business Address Dallas OR 97338 City, State Zip ( 503 ) 623-5373 pattis@jwfowler.com Telephone Number Email Address 777391 State Contractor's License No. and Class 4/13/2000 Original Date Issued 4/30/2018 Expiration Date The work site was inspected by Spencer McClymont of our office on October 17 , 2017 . The following are persons, firms, and corporations having a principal interest in this proposal: n/a The undersigned is prepared to satisfy the Board of Directors of the West Orange County Water Board of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. James . Fo er Co. Company me Signature idder James W. Fowler, President Printed or Typed Signature C-8 NOTARY CERTIFICATE Subscribed and sworn to before me this 24thday of October , 2017 . A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of Oregon ) County of Polk ) On October 31 , 2017 before me, Patricia A. Senger, Estimating Coordinator Month, Day, and Year Insert Name and Title of Notary personally appeared James W. Fowler Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. OFFICIAL STAMP SHANNON JANINE SHOCKLEY NOTARY PUBLIC-OREGON COMMISSION NO.965689 MY COMMISSION EXPIRES AUGUST23,2021 Signature Signature o otary Pub is (P ACE NOTARY SEAL ABOVE) C-9 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the installation of large diameter, typically 24-inch and greater, welded steel potable water pipe lines within areas below the ground water table, installation of dewatering wells and structural shoring in areas below the ground water table, and the installation of welded steel pipe for both casing pipe and carrier pipe. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within and around the past five years: 1. Vallecitos Water District - 201 Vallecitos De Oro, San Marcos, CA 92069 Name and Address of Public Agency Name and Telephone No. of Project Manager: James Gumpel, PE (760)744-0460 $4,276,000.00 Microtunneling & Open Cut 03/2014 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Please see attached Project Sheet for: San Marcos Interceptor Replacement - Phcse 1 2. Orange County Public Works Dept. - 300 N. Flower Street, Santa Ana, CA 92703 Name and Address of Public Agency Name and Telephone No. of Project Manager: Lance Nctsuhurc (714)647-3954 $9,142,000.00 Microtunneling 07/2013 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Please see attached Project Sheet for: Santa Ana River Interceptor (SARI) Relocation - SARI Mainline Project 3. Victor Valley Wastewater Reclamation Authority- 15776 Main St, Suite 3, Hesperia, CA Name and Address of Public Agency 92345 Name and Telephone No. of Project Manager: Alton Anderson (760) 948-9849 $30,440,457.00 Microtunneling & Rock Tunnel Const. 05/2016 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Please see attached Project Sheet for: Upper Narrows Pipeline Replacement C-10 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager, and Superintendent. For each of these critical positions, please list at least three projects for which the critical staff has performed similar work within and around the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. 1• Jeff Anderson Name of proposed Project Manager Telephone No. of proposed Project Manager: (619) 572-0449 San Marcos Interceptor Replacement - Phase 1 Microtunneling &Open Cut March 2014 Project Name & Contract Amount Type of Work Date Completed Santa Ana River Interceptor (SARI) Relocation-SARI Mainline Project Microtunneling July 2013 Project Name & Contract Amount Type of Work Date Completed Upper Narrows Pipeline Replacement Microtunneling &Rock Tunnel Const. May 2016 Project Name & Contract Amount Type of Work Date Completed 2. Phil Hollingsworth Name of proposed Superintendent Telephone No. of proposed Superintendent: (503) 932-2987 San Marcos Interceptor Replacement - Phase 1 Microtunneling &Open Cut March 2014 Project Name & Contract Amount Type of Work Date Completed Santa Ana River Interceptor (SARI) Relocation-SARI Mainline Project Microtunneling July 2013 Project Name & Contract Amount Type of Work Date Completed Upper Narrows Pipeline Replacement Microtunneling & Rock Tunnel Const. May 2016 Project Name & Contract Amount Type of Work Date Completed C-11 Micro-Tunnel Project History If the bidder is self-performing the micro-tunnel then this section shall be completed only for micro tunnel projects that were self-performed by the bidder. If the bidder is using a subcontractor to perform micro-tunnel operations, then this section of the bid documents shall be completed documenting the micro-tunnel subcontractor's project history. For the purposes of this project, the micro-tunneling contractor/subcontractor shall provide project history of similar work, specifically referencing the installation of large diameter, typically 24-inch and greater, butt-welded steel casing pipe within Caltrans right of way. The Specification Section 02441 1.03 outlines criteria to qualify the micro-tunnel contractor/subcontractor for this project. Information provided in this section of the bid documents shall satisfy the criteria of Section 02441 1.03. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the micro-tunnel contractor/subcontractor has performed similar work within and around the past five years: 1. San Marcos Interceptor Replacement - Phase 1 - 201 Vallecitos De Oro, San Marcos, Name and Address of Public Agency CA 92069 Name and Telephone No. of Agency's Project Manager: ,lames Gumpel, PE (760) 744-0460 $4,276,000.00 March 2014 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N" Value, hydrostatic head, depth of casing Please see attached Project Sheet for: San Marcos Interceptor Replacement - Phase 1 Kirk Randles - Please see attached Resume MTBM Operator C-12 2. Orange County Public Works Dept. - 300 N. Flowers Street, Santa Ana, CA 92703 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Lance Natsuhura (714) 647-3954 $9,142,000.00 July 2013 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N" Value, hydrostatic head, depth of casing Please see attached Project Sheet for: Santa Ana River Interceptor (SARI) SARI Mainline Project Kirk Randles - Please see attached Resume MTBM Operator 3. Victor Valley Wastewater Reclamation Authority - 15776 Main St., Suite 3, Hesperia Name and Address of Public Agency CA, 92345 Name and Telephone No. of Agency's Project Manager: Alton Anderson (706) 948-9849 $30,440,457.00 May 2016 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N" Value, hydrostatic head, depth of casing Please see attached Project Sheet for: Upper Narrows Pipeline Replacement Kirk Randles - Please see attached Resume MTBM Operator C-13 Micro-Tunnel Proposed Staff Listed below is the name of the bidders proposed MTBM Operator. List at least three projects for which the MTBM Operator has performed similar work within and around the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. Kirk Randles Name of proposed MTBM Operator 1. San Marcos Interceptor Replacement - Phase 1 March 2014 Project Name, Date Completed 685 LF, soft to medium stiff clays and very loose to medium dense clayey coralline sand with gravel, weathered basalt gravel, and basalt. Length of Tunnel, Soil Conditions 2. Santa Ana River Interceptor (SAR) Relocation - SARI Mainline Project July 2013 Project Name, Date Completed 4,000 LF, Silt, loose sand, gravel, sand, and clay exhibiting a flowing behavior with cobbles and boulders. Length of Tunnel, Soil Conditions 3. Upper Narrows Pipeline Replacement May 2016 Project Name, Date Completed 2,821 LF, poorly graded sands and gravels, lenses of silty sands and sandy silts, contaminated soils present. Highly weathered adn fractured granite. Length of Tunnel, Soil Conditions C-14 CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) CERTIFICATE Pursuant to SB 854 (citing Labor Code Section 1771.1(a)), passed by the California State Senate on June 20, 2014, established a new public works Contractor Registration Program, which requires all contractors and subcontractors bidding and performing work on Public Works Projects to register on an annual basis (each July 1 through June 30 state fiscal year) with the California Department of Industrial Relations (DIR). Currently the annual non-refundable registration fee for Contractors is $300. Each contractor to whom a public works contract has been awarded shall sign the following certificate. DIR FACT SHEET on SB 854 http://www.dir.ca.gov/DLSE/PublicWorks/SB854FactSheet_6.30.14.pdf DIR's Contractor Registration Link— Call (844) 522-6734 https://efiling.dir.ca.gov/PWCR/ActionServlet?action=displayPWCRegistrationForm DIR's Contractor Registration searchable database: https://efiling.dir.ca.gov/PWCR/Search.action I am aware and will comply with the provisions of Labor Code Section 1771.1(a) which states: "A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded." I furthermore will comply by providing proof of registration with DIR as the primary contractor, as well as for ALL subcontractors at the time of submitting the bid. Jam W. Fowler Co. Contra or y ames W. Fowler President Titl e Date: October 31, 2017 PWC Registration #: 1000002667 C-15 Jeff Anderson REPRESENTATIVE PROJECTS: James W. Fowler Co. (2012—Present) Upper Narrows Pipeline Replacement Project Role: Superintendent Construction Cost: $30 million Construction Dates: 1/13 -4/16 Project Owner: Victor Valley Wastewater Reclamation Authority �1 Contact: Alton Anderson (760) 948-9849 Mr. Anderson was responsible for managing the construction of new gravity sewer pipelines by both microtunnel and rock tunnel construction and open cut at multiple locations.Two 60-inch microtunnel drives of 971 and 1,850 feet were constructed to install Permalock steel casing and 2,700 feet � : of 48-inch HDPE carrier pipe. A single 1,250-foot 80.5-inch rock tunnel was constructed using rib and board liner. Mr. Anderson oversaw the design Project Role: of the slurry and lubrication mixes and the testing on the feed and return Project Manager slurry and lubrication. San Marcos Interceptor Replacement Company Role: Project Role: Project Manager Project Manager Construction Cost: $4.3 million Construction Dates: 6/13 - 3/14 Project Owner: Vallecitos Water District Education: Contact: Paul Mochel,Valley Construction Mgmt (866) 966-2720 B.S. - Business, Mr. Anderson was responsible for managing the construction of a sewer University of Nebraska pipeline installed via microtunnel and open cut under a freeway. The Affiliations: project included 658 feet of microtunnel in two drives - 286 feet of 52-inch steel casing with 36-inch fiberglass carrier pipe and 372 feet of 48-inch Associated General Contrac- concrete pipe.The remaining 1485 feet of 36-inch concrete sewer pipe tors-San Diego Safety Comm. was installed via open cut. Mr. Anderson oversaw the design of the slurry 2014 - Current and lubrication mixes and he performed the testing on the feed and return Associated General Contrac- slurry and lubrication. tors-San Diego Chapter Santa Ana River Interceptor(SARI) Relocation -SARI Mainline Incl. President- 2003 - 2010 Metering Station Project Role: Project Manager Engineering General Contrac- Construction Cost: $9.1 million Construction Dates: 9/11—7/13 tors Association - Nebraska Project Owner: Orange County Flood Control District President, 1980- 1981 Contact: Franky Rasic, WA Rasic Construction (562) 928-6111 Mr. Anderson is responsible for managing the construction of a sewer Experience: pipeline installed via microtunnel along a freeway right-of-way. The project Jeff has 31 years of project includes 1,545 feet of concrete pipe at depths of up to 75 feet and includes management and construction a curved drive and another under the Santa Ana River and Green River Golf experience in the tunneling Course. and heavy civil market sectors. Vadnais Corporation (1990-2012) 11111csA,Fodel Co. Santa Monica Low Flow Diversion Project Role: Senior Project Manager �� Construction Cost: $390,000 Construction Dates: 3/12 -4/12 General Gmu11001, Project Owner: City of Las Angeles .e,<elle.<e .,nt.,,d„ I rvFE Contact: Hector Arias (213) 482-7030 Jeff Anderson This project consisted of one drive of 60 feet underneath a channel on the. beach (tidal influences), utilizing 60-inch OD Permalok steel casing at a maximum depth of 20 feet below existing grade. The soil type was mostly Project Role: silty sand and some gravels. Project Manager South Mission Valley Trunk Sewer Construction Cost: $1.3 million Construction Dates: 1/10-3/11 Project Owner: City of San Diego Contact: Catherine Dungga (619) 235-1978 This project consisted of three drives of 38-inch CCFRPM Hobas Pipe at a depth of 30 feet. Drive lengths were 108 feet, 633 feet and 712 feet. The soil type was silty clay and sand with groundwater approximately 10 feet above the pipe invert. District 32 Main Relief Sewer lA Extension, Phase II Construction Cost: $7.8 million Construction Dates: 3/09-6/10 Project Owner:County Sanitation Districts of Los Angeles County Contact: Jubilant Ako (626) 962-8605 The work consisted of microtunneling 1,076 feet of 60-inch diameter steel casing, with a 48-inch CCRRPM-Hobas, carrier sewer pipe. Additionally, there was 910 feet of 48-inch diameter PVC lined RGRCP sewer, manholes, junction structures, connections to existing manholes and sewer lines. The soil conditions consisted of a mixed face of claystone, river cobble, silty sand and boulder and rock (+ 10,000 psi) under the Santa Clara River. UNWI Section 9 & NEA Projects Construction Cost: $14.1 million Construction Dates: 8/07- 11/09 Project Owner: Sacramento Regional County Sanitation District Contact: Bill Chavez, PE (916) 876-6015 This project consisted of installing 27,431 feet of pipe utilizing 40 separate microtunnel drives along Old Auburn Rd., Auburn Blvd., Fair Oaks Blvd., and Oak Ave. Of the 40 drives, 31 utilized direct jacked PCP with a 43.31-inch O.D. combined with a direct jacked VCP with a 42.677-inch O.D., totaling 23,107 feet. The remaining 9 drives utilize direct jacked PCP with a 30-inch O.D. combined with a direct jacked VCP with a 29.961-inch O.D., totaling 4,324 feet Depths on this project range from 25 feet to 60 feet below existing grade. The soil conditions consisted primarily of thicker layers of sandy silt and silty sand containing thinner interbeds of clay, sandy clay, clayey sand and some relatively clean sands ranging from 15 feet to 45 feet below the water table. Carbon Canyon Dam Sewer Pump Station Abandonment Construction Cost: $1.0 million Construction Dates: 12/08-5/09 Project Owner: Orange County Sanitation District Contact: Eric Oldham (714) 567-7800 JanwsW Fu crCo. The project consisted of microtunneling for 1,542 feet at maximum depth P of about 100 feet below the surface. The work was divided into two drives FAn of 730 feet and 812 feet. 36-inch CCFRPM Hobas Pipe was installed for the trenchless work. The soil conditions consisted primarily of bedrock consists General Contract..`' of interlayers of sandstone and siltstone with sequences of conglomerate. Phil Hollingsworth REPRESENTATIVE PROJECTS: James W. Fowler Co. (2002—Present) Upper Narrows Pipeline Replacement Project Role: Superintendent Construction Cost: $30 million Construction Dates: 1/13 -4/16 Project Owner: Victor Valley Wastewater Reclamation Authority Contact: Alton Anderson (760) 948-9849 Mr. Hollingsworth was responsible for supervising the construction of new gravity sewer pipelines by both microtunnel and rock tunnel construction and open cut at multiple locations. Two 60-inch microtunnel drives of 971 and 1,850 feet were constructed to install Permalock steel casing and 2,700 feet of 48-inch HDPE carrier pipe. A single 1,250-foot 80.5-inch rock tunnel was constructed using rib and board liner. Mr. Hollingsworth was also responsible for the design of the slurry and lubrication mixes and he performed the testing on the feed and return slurry and lubrication. SW 86th Avenue Pump Station &Appurtenances Project Role: Superintendent Construction Cost: $15.6 million Construction Dates: 2/15- 12/15 Project Role: Project Owner: City of Portland BES Superintendent Contact: Blair Bean (503) 823-7199 Mr. Hollingsworth was responsible for supervising the construction of a 365 Experience: foot 60-inch diameter microtunnel using Flowtite glass-fiber-reinforced Mr. Hollingsworth has exten- thermosetting-resin (GRP) pipe.This is the first use of this type of pipe in sive experience with all phases the United States for a microtunneling project. Adding to the complexity of of underground construction, the microtunnel, the pipeline connecting the pump station to the diversion specializing in microtunneling. structure was located approximately 20 feet above the bottom of the 54- With over 20 years of experi- foot deep pump station. ence operating microtunnel equipment and supervising San Marcos Interceptor Replacement projects, he has insight into Project Role: Superintendent the intricate nature of ground Construction Cost: $4.3 million Construction Dates: 6/13 - 3/14 improvement, shaft sealing, Project Owner: Vallecitos Water District MTBM launching and receiv- Contact: Paul Mochel, Valley Construction Mgmt (866) 966-2720 ing, and ground stability. He Mr. Hollingsworth was responsible for supervising the construction of a has constructed projects sewer pipeline installed via microtunnel and open cut under a freeway. The around the world including the project included 658 feet of microtunnel in two drives - 286 feet of 52-inch US, Spain, England, and the steel casing with 36-inch fiberglass carrier pipe and 372 feet of 48-inch United Arab Emirates. concrete pipe.The remaining 1485 feet of 36-inch concrete sewer pipe was installed via open cut. Mr. Hollingsworth was also responsible for the design of the slurry and lubrication mixes and he performed the testing on the feed and return slurry and lubrication. Santa Ana River Interceptor(SARI) Relocation-SARI Mainline Incl.Metering Station Jame R:Pmclrr(:o. Project Role: Superintendent ■�,111'1 Construction Cost: $9.1 million Construction Dates: 9/11-7/13 • ■ lA Project Owner: Orange County �- Colll aclol, Contact: James Keoshkerian, WA Rasic Construction (562) 928-6111 *excellence """d, I.I.Ce Mr. Hollingsworth was responsible for supervising the construction of a Phil Hollingsworth sewer pipeline installed via microtunnel along a freeway right-of-way. The, project included 4,000 feet of concrete pipe at depths of up to 75 feet and Project Role: a compound curved drive, a standard curved drive and another drive under Superintendent the Santa Ana River and Green River Golf Course. Mr. Hollingsworth was also responsible for the design of the slurry and lubrication mixes and he performed the testing on the feed and return slurry and lubrication. To retrieve the MTBM, Mr. Hollingsworth, with assitance from the Ballard Div- ing Team, secured the seal as the machine was pushed through, finalized stablization of the environment, dewatering, and retrieved the MTBM from under the golf course and river. Balch Consolidation Conduit Shafts and Pipelines Project Role: Superintendent Construction Cost: $63.738 million Construction Dates: 8/08— 11/11 Project Owner: City of Portland, Bureau of Environmental Services Contact: H. Scott Clement, PE, Program Manager (503) 823-5563 Mr. Hollingsworth was responsible for supervising construction of 8,000 feet 84-inch and 54-inch concrete pipe via microtunnel on the project, which also included construction of six shafts, concrete diversion struc- tures, conventional open-cut pipe, and manhole installation and tie-in to existing storm & sanitary collection system in a busy industrial area. Mr. Hollingsworth was also responsible for the design of the slurry and lubrica- tion mixes and he performed the testing on the feed and return slurry and lubrication. He oversaw the MTBM Hyperbaric intervention work orga- nized the diving team and safety aspects, and the retrieval of the MTBM with the diving team. Nacimiento Intake Unit A Project Project Role: Superintendent Final Construction Cost: $21.3 million Construction Dates: 10/07— 1/09 Project Owner: San Luis Obispo Cty Flood Cntrl & Water Conservation Dist. Contact: John Hallenbeck, PE, Project Manager (805) 781-1288 Mr. Hollingsworth supervised the construction for this project which included contractor-design, self-performed drill and blast excavation and construction of a 183-foot deep by 24-foot diameter shaft and a 525-foot microtunnel into the environmentally sensitive Lake Nacimiento. A 525 lineal foot, 54-inch stainless steel intake pipe was installed in depths of more than 100 feet of water. The intake pipe was connected to the tunnel, sloped up the lake bottom and draws water via seven ports with hydraulic pressure system actuating valves and fish screens. During construction, contaminated groundwater was encountered and treated for seven differ- ent contaminants, including mercury, using a complex on-site treatment system before being discharged back into the lake. Mr. Hollingsworth was also responsible for the design of the slurry and lubrication mixes and he performed the testing on the feed and return slurry and lubrication. He lams\I:Fonirr('0 managed a dive team for underwater lake retrieval of the MTBM from a PEI barge, this included exposing and stabilizing the environment before recov- ery. General Guntr11dom Phil Hollingsworth force main via an 83.5-inch microtunnel. The pipeline crossed under. In- terstate 5 and continued through sensitive buffer lands surrounding the Project Role: Sacramento Regional Water Treatment Plant and under both Laguna and Superintendent Morrison Creeks. Mr. Hollingsworth was also responsible for the design of the slurry and lubrication mixes and he performed the testing on the feed and return slurry and lubrication. Five Points Sanitary Sewer Rehabilitation Project Role: Superintendent Final Construction Cost: $130,000 Construction Dates: 2004 Project Owner: City of Columbia, South Carolina Contact: Thomas W. Ward Phone: 803/733-8680 Mr. Hollingsworth supervised the construction of 340 feet of 38-inch microtunnel in soft soils underneath the groundwater table. The tunnel was originally planned to be constructed by auger bore, however, due to the poor nature of the soil and the necessity to pass under a live railroad, it was changed to a microtunnel to avoid any loss of soil that would endanger the stability of the railroad. Mr. Hollingsworth was also responsible for the design of the slurry and lubrication mixes and he performed the testing on the feed and return slurry and lubrication. Sanitary Collection Improvements- North/South Relief Interceptor Project Role: Superintendent Final Construction Cost: $3,200,000 Construction Dates: 2004 Project Owner: Township of Grosse Ile, Michigan Mr. Hollingsworth supervised the construction of approximately 3,000 feet of 36-inch concrete pipe via microtunnel in clay and boulders. Mr. Hollingsworth was also responsible for the design of the slurry and lubrica- tion mixes and he performed the testing on the feed and return slurry and lubrication. Spanaway Loop Bypass Project Role: Superintendent Final Construction Cost: $16.7 million Construction Dates: 11/01-2/04 Project Owner: Pierce County Public Utilities Contact: Kip Julin, Project Manager (253) 298-3044 Mr. Hollingsworth supervised construction of 2,450 lineal feet of 78-inch microtunnel, 3,270 lineal feet of 72-inch CCFR open cut (20—30 foot depth), extensive soil grouting, ground improvement and construction of dewatering wells.The project was successfully completed in four tunnel drives of approximately 300 feet, 600 feet, 670 feet and 880 feet using a Soltau RVS 800 microtunnel boring machine (MTBM). Mr. Hollingsworth was also responsible for the design of the slurry and lubrication mixes and he performed the testing on the feed and return slurry and lubrication. James PEA! Fmd Co. Lovat, Inc. (1998- 2005) Bilbao, Northern Spain Cenend coo raclon Mr. Hollingsworth served as a contract microtunnel boring machine op- erator for a Lovat MTS 1600/1800 microtunnel boring machine to install Phil -Hollingsworth Brightwater Conveyance System - Central Contract Project Project Role: Superintendent Project Role: Final Construction Cost: $3.5 million Construction Dates: 2/07-9/07 Superintendent Project Owner: King County Washington Contact: Calvin Locke, Project Manager (206) 296-1431 Mr. Hollingsworth supervised our work as a subcontractor for the installa- tion of two 60-inch diameter single-pass polycrete microtunnels of 750 lin- eal feet and 850 lineal feet in length for a total of 1,600 feet. Portions of the tunnels were accomplished at a depth that exceeded 85 feet with one of the tunnels installed under an environmentally sensitive wetlands area and the other was installed under a stream with approximately a pipe diameter of cover. Mr. Hollingsworth was also responsible for the design of the slurry and lubrication mixes and he performed the testing on the feed and return slurry and lubrication. Woods Street Project Group • Emergency Woods Street Trunk Sewer Relocation • Woods Street Trunk Sewer Abandonment&Emergency • Woods Street Trunk Sewer Rehabilitation Project Role: Superintendent Final Construction Cost: $14.4 million Construction Dates: 9/05—5/07 Project Owner: City of Portland, Bureau of Environmental Services Contact: Ted Luyben, PE Project Manager Phone: (503) 823-8972 Mr. Hollingsworth was responsible for supervising the microtunnel con- struction on these three emergency contracts negotiated with the City of Portland to replace severely deteriorated sewer lines. The work included construction of 3,165 feet of 6-to 48-inch pipe at depths up to 30 feet in- stalled via open cut and approximately 904 lineal feet of 36-inch reinforced concrete pipe installed by microtunneling in one vertical curved drive with two interjacks. This drive passed under 15 lanes of traffic including Inter- states 5 and 405 at a depth of up to 45 feet. Mr. Hollingsworth was also responsible for the design of the slurry and lubrication mixes and he per- formed the testing on the feed and return slurry and lubrication. Consery 1 Flow Diversion - Force Main Phase 1 Project Role: Superintendent Final Construction Cost: $606,000 Construction Dates: 2006 Project Owner: City of Orlando, Florida Mr. Hollingsworth supervised the construction of 1,650 feet of 54-inch microtunnel in wet sand. Mr. Hollingsworth was also responsible for the design of the slurry and lubrication mixes and he performed the testing on the feed and return slurry and lubrication. Lower Northwest Interceptor Sacramento Force Main Project 'hm's\V F(Ader(;o. Project Role: Superintendent Final Construction Cost: $4.9 million Construction Dates: 5/05—4/06 r Project Owner: Sacramento County Regional Sanitation District 0 0 on Contact: Steve P. Rados, Inc. Jim Pelletier, PE (916) 852-0509 Col ral Colitr,tclors Mr. Hollingsowrth supervised the installation of 4,810 linear feet of dual o excellence a ntegnty Aservice pressurized 66-inch reinforced concrete pipe (RCCP) and Permalok steel Phil Hollingsworth concrete pipes using interjacks, with drive lengths of up to 1,000 feet with a job total of 8,208 feet. Soil conditions were rock gravel, limestone and marl Project Role: below the water table. Superintendent Eastside Interceptor, City of Renton, WA Mr. Hollingsworth served as a contract microtunnel boring machine opera- tor for a Lovat MTS 3000 microtunnel boring machine to install 72-inch con- crete pipe at drive lengths of up to 600 feet with a job total of 1,100 feet. The soil conditions were sand and gravel below the water table. Water Collector, Abu Dhabi Mr. Hollingsworth served as a contract microtunnel boring machine opera- tor for a Lovat MTS 2000 microtunnel boring machine to install 60-inch con- crete pipe at drive lengths of up to 700 feet with a job total of 3,500 feet. The soil conditions were both hard and soft sand below the water table. Sewer Project, City of Merriville, IN Mr. Hollingsworth served as a contract microtunnel boring machine opera- tor for a Herrenknecht AVN1200 microtunnel machine to install 48-inch Hobas pipe, at drive lengths of up to 700 feet with a job total of 4,000 feet. The soil conditions were sand and clay below the water table. Torbay Sewer Pumping Station, United Kingdom Mr. Hollingsworth served as a contract microtunnel boring machine opera- tor for a Dosco shield mounted roadheader with segmental concrete lin- ings, at drive lengths of up to 620 feet with a job total of 2,500 feet. The soil conditions were sand, marl and rock with pockets of water encountered. Chelsea East Branch Sewer Interceptor, South Carolina Mr. Hollingsworth served as a contract microtunnel boring machine opera- tor for a Soltau RVS800 and RVS600 microtunnel boring machine to install 72-inch and 42-inch RCP pipes using interjacks, at drive lengths of up to 1,500 feet with a job total of 8,000 feet. The soil conditions were sand, gravel, clay and boulders below the water table. Sewer/Water Collector, United Arab Emirates Mr. Hollingsworth served as a contract microtunnel boring machine opera- tor for Herrenknecht AVN 700, 1000, 1200, and 1500 microtunnel boring machines to install 28-to 60-inch concrete pipe, at drive lengths of up to 550 feet with a job total of 6,560 feet. The soil conditions were silty sand and coral below the water table. Jtuncs AV F(Ader Co. rn o ❑ o General Contractors o excellence a ctegr,ty Aservice Kirk Randles REPRESENTATIVE PROJECTS: James W. Fowler Co. (2005—2010, 2011 - Present) SW 86th Avenue Pump Station &Appurtenances Project Role: Microtunnel Machine Operator Construction Cost: $15.6 million Construction Dates: 8/13 - 12/15 Project Owner- City of Portland Bureau of Environmental Services Contact: Blair Bean (503) 823-7199 Mr. Randles was the microtunnel machine operator for a single 365-foot, 60-inch diameter microtunnel drive using Flowtite GRP pipe. The tunnel launched from the 54-foot deep by 55-foot diameter concrete caisson pump station to a cast-in-place concrete diversion structure. Herrenknecht Optimal Guidance system and an automated lubrication system were used. Project Role: Euclid Creek Tunnel Microtunnel Machine Opera- Project Role: Contract Microtunnel Machine Operator for Vadnais Corp. for Construction Dates: 8/13 - 6/14 Mr. Randles was the microtunnel machine operator for three 42-inch drives Company Role: of 427, 740 and 840 feet in clay and some glacial formations. A portion of Microtunnel Machine Opera- the second drive was cancelled due to poor ground conditions. TACS and for Herrenknecht Optimal Guidance systems and an automated lubrication system were used. Experience: Mr. Randles has extensive Watson Way Upsizing and Realignment experience with all phases Project Role: Microtunnel Machine Operator microtunneling and heavy Construction Cost: $6.2 million Construction Dates: 7/12— 10/13 civil construction. His over 25 Project Owner: Buena Sanitation District years of experience operating Contact: Mark Sullivan, MJS Construction Mgmt (858) 201-0027 microtunnel equipment gives Mr. Randles was the microtunnel machine operator for the trenchless por- him insight into the intricate lions of the installation of approximately 2,200 feet of 20-inch PVC carrier nature of ground improve- pipe in 30-inch steel casing pipe by microtunneling method; installation of ment, shaft sealing, MTBM approximately 400 feet of 24-inch VCP jacking pipe by the microtunneling launching and receiving, and method; installation of approximately 220 feet of 24-inch casing via auger ground stability. He has con- bore; installation of approximately 500 feet of 16-inch PVC sewer by open- structed projects around the cut excavation; and installation of approximately 260 feet of 8-inch carrier world including the US, Kuwait pipe by pipe ramming methods. A TACS/Schwarzer Target guidance system and Saudi Arabia. and an automated lubrication system were used. Collector Well Modification and Surface Water Intake Project Role: Microtunnel Machine Operator Construction Cost: $807,000 Construction Dates: 10/12— 1/13 Project Owner: Port of St. Helens Contact: Paula Miranda (503) 397-2888 Mr. Randles was the microtunnel machine operator for the construc- tion of an 127-foot steel intake lateral into the Columbia River using microtunneling methods. Recovery of the MTBM was accomplished in 20 feet of water. A Herrenknecht Optimal Guidance system and an automated o:JVE lubrication system were used. (;rn�ril(:nurnrwc. I o excellence n inle�nly A service Kirk Randles Euclid Creek Tunnel Project Role: Contract Microtunnel Machine Operator for Vadnais Corp. Project Role: Construction Dates: 8/12- 10/12 Microtunnel Machine Mr. Randles was the microtunnel machine operator for three 42-inch drives Operator of 629, 845 and 629 feet in clay and some glacial formations. TACS and Herrenknecht Optimal Guidance systems and an automated lubrication system were used. Santa Ana River Interceptor Relocation -Yorba Linda Spur Project Role: Contract Microtunnel Machine Operator for Vadnais Corp. Construction Dates: 5/12 -8/12 Mr. Randles was the microtunnel machine operator for a 791-foot drive under a biologically sensitive riverbed utilizing 77-inch steel casing. A Herrenknecht Optimal Guidance system and an automated lubrication sys- tem were used. Balch Consolidation Conduit Shafts and Pipelines Project Role: Equipment Operator Construction Cost: $60.738 million Construction Dates: 8/08- 10/11 Project Owner: City of Portland, Bureau of Environmental Services Contact: H. Scott Clement, PE, Program Manager (503) 823-7740 Mr. Randles was an equipment operator for the construction of 8,036 feet of microtunnel on the project which also includes construction of six shafts, concrete diversion structures, conventional open-cut pipe and manhole installation and tie-in to existing storm & sanitary collection system. Vadnais Corporation (2010) Stockton Delta Water Supply Project Pipeline Project Role: Microtunnel Machine Operator Final Construction Cost: $11.5 million Construction Dates: 5/10- 11/10 Project Owner: City of Stockton Mr. Randles was the microtunnel machine operator for this 3,213-foot project with seven drives of 54-inch and 36-inch concrete pipe. TACS and Herrenknecht Optimal Guidance systems and an automated lubrication system were used. Oakland Tank Farm C Improvements Project Role: Microtunnel Machine Operator Final Construction Cost: $1.7 million Construction Dates: 4/10-5/10 Project Owner: Oakland Fuel Facilities Corporation Mr. Randles was the microtunnel machine operator for this single 1,200- foot drive project under an environmentally sensitive area at the Oakland International Airport. A Herrenknecht Optimal Guidance system and an automated lubrication system were used. l;unr>1v Finclrr Co. III C•u•r;J Cnntr:utur. I Kirk'Randles James W. Fowler Co. (2005-2010) Project Role: Nacimiento Intake Unit A Project Microtunnel Machine Project Role: Microtunnel Machine Operator Operator Final Construction Cost: $21.3 million Construction Dates: 10/07— 1/09 Project Owner: San Luis Obispo Cty Flood Cntrl &Water Conservation Dist. Contact: Paavo Ogren (805) 781-4495 Mr. Randles was the microtunnel machine operator for this project which included a 525-foot microtunnel into the environmentally sensitive Lake Nacimiento. A TACS guidance system and an automated lubrication system were used. Holmes Street Sanitary Sewer Separation Project Role: Microtunnel Machine Operator Final Construction Cost: $3.44 million Construction Dates: 8/07—2/08 Project Owner: City of Frankfort, Kentucky Contact: Jeff Hackbart, PE, Public Works Director (502) 875-2448 Mr. Randles was the microtunnel machine operator for the construction of approximately 2,000 lineal feet of 48-inch storm sewer pipelines. This was accomplished by a single pass pipe jacking method via four drives, with a maximum drive length of 620 feet. Soil conditions were thick, sticky clay material. A Herrenknecht Optimal Guidance system and an automated lubrication system were used. Brightwater Conveyance System - Central Contract Project Project Role: Microtunnel Machine Operator Final Construction Cost: $3.5 million Construction Dates: 2/07—9/07 Project Owner: King County Washington Contact: Calvin Locke, Project Manager (206) 296-1431 Mr. Randles was the microtunnel machine operator for the installation of two 60-inch diameter single-pass microtunnels of 765 lineal feet and 845 lineal feet in length. Portions of the tunnels were accomplished at a depth that exceeded 85 feet with one of the tunnels installed under an environmentally sensitive wetlands area and the other was installed under a stream with approximately a pipe diameter of cover. A TACS guidance system and an automated lubrication system were used. Woods Street Project Group • Emergency Woods Street Trunk Sewer Relocation • Woods Street Trunk Sewer Abandonment&Emergency • Woods Street Trunk Sewer Rehabilitation Project Role: Microtunnel Machine Operator Final Construction Cost: $14.4 million Construction Dates: 9/05—5/07 Project Owner: City of Portland, Bureau of Environmental Services Contact: Ted Luyben, Project Manager (503) 823-8972 Mr. Randles was the microtunnel machine operator for approximately 904 lineal feet of 36-inch reinforced concrete pipe installed by microtunneling 0 0 o in one drive with two interjacks. This drive passes under 15 lanes of traffic including Interstates 5 and 405 at a depth of up to 45 feet. A TACS guidance system and an automated lubrication system were used. Kirk Randles Lower Northwest Interceptor Sacramento Force Main Project Project Role: Microtunnel Machine Operator Project Role: Final Construction Cost: $4.9 million Construction Dates: 5/05—4/06 Microtunnel Machine Project Owner: Sacramento County Regional Sanitation District Operator Contact: Steve P. Rados, Inc.Jim Pelletier, PE (916) 852-0509 Mr. Randles was the microtunnel machine operator for the installation of 4,810 linear feet of dual pressurized 66-inch reinforced concrete pipe (RCP) and Permalok steel force main via an 83.5-inch microtunnel.The pipeline crosses under Interstate 5 and continues through the sensitive buffer lands surrounding the Sacramento Regional Water Treatment Plant and under both Laguna and Morrison Creeks. A TACS guidance system and an auto- mated lubrication system were used. Sanitary Collection Improvements- North/South Relief Interceptor Project Role: Microtunnel Machine Operator Final Construction Cost: $3.2 million Construction Dates: 1/04- 10/04 Project Owner:Township of Grosse Ile, Michigan Contact: L. D'Agostini & Sons, Gino D'Agostini (586) 781-3193 Mr. Randles operated the microtunnel machine operator for the deep tunnel construction, 38 feet below ground level, utilizing Soltau RVS 350 microtunneling equipment. In total there was approximately 3,000 feet of 36-inch tunnel constructed using concrete jacking pipe. A TACS guidance system and an automated lubrication system were used. Five Points Sanitary Sewer Rehabilitation Project Role: Microtunnel Machine Operator Final Construction Cost: $130,000 Construction Dates: 2004 Project Owner: City of Columbia, South Carolina Contact: Thomas W. Ward (803) 733-8680 The project consisted of 340 feet of 38-inch diameter steel Permalok casing, using a geo-guided Soltau RVS 350AS remotely controlled slurry microtunneling machine.The tunnel was originally planned to be con- structed by auger bore, however, due to the poor nature of the soil and the necessity to pass under a live railroad, it was changed to a microtunnel to avoid any loss of soil that would endanger the stability of the railroad. A TACS guidance system and an automated lubrication system were used. Spanaway Loop Bypass Project Role: Microtunnel Machine Operator Final Construction Cost: $16.7 million Construction Dates: 11/O1—2/04 Project Owner: Pierce County Public Utilities Contact: Kip Julin, Project Manager (253) 298-3044 Mr. Randles was the microtunnel machine operator for the construction of 2,450 lineal feet of 78-inch microtunnel, 3,270 lineal feet of 72-inch CCFR I+inus\\.hmI rG1. open cut (20—30 foot depth), extensive soil grouting, ground improvement W and construction of dewatering wells.The project was successfully com- pleted in four tunnel drives using a Soltau RVS 800 microtunnel machine. A J ■ ! TACS guidance system and automated lubrication system was used. Crnrr,J Cummrtni> .e.ceneKe umrunr .xa.m. Kirk Randles Herrenknecht GmbH (1989 - 2005) Project Role: Contract Microtunnel Operator for Al Kharafi, Kuwait Microtunnel Machine This project consists of operating a Herrenknecht AVN350 microtunnel Operator boring machine to install concrete pipes for a new sewer in the city center, including four crossings, with drive lengths of up to 200' with a job total of 1,000'. Soil conditions were sand below the water table. A Herrenknecht Optimal Guidance system and an automated lubrication system were used. Contract Microtunnel Operator for Saipem,Yanbu This project consists of operating a Herrenknecht AVN1000 microtunnel boring machine to install steel pipes for gas under busy highways, including two crossings, at drive lengths of up to 480' with a job total of 680'. The soil conditions were gravel and cobbles below the water table. A Herrenknecht Optimal Guidance system and an automated lubrication system were used. Contract Microtunnel Operator for Mace, Saudi Arabia This project consists of operating a Herrenknecht AVN600 microtunnel bor- ing machine to install steel and concrete pipes for new sewer lines, includ- ing three crossings, at drive lengths of up to 400' with a job total of 840'. The soil conditions were clay and rock. A Herrenknecht Optimal Guidance system and an automated lubrication system were used. Contract Microtunnel Operator for Aramco, Saudi Arabia This project consists of operating a Herrenknecht AVN1000 microtunnel boring machine to install steel pipes for seawater intake lines under major highways, including five crossings, at drive lengths of up to 600' with a job total of 850'. The soil conditions were sand and rock below the water table. A Herrenknecht Optimal Guidance system and an automated lubrication system were used. Contract Microtunnel Operator for Techint, Saudi Arabia This project consists of operating a Herrenknecht AVN800 and AVN1200 microtunnel boring machines to install steel pipes for new oil lines under busy highways using interjacks and including five crossings, at drive lengths of up to 700' with a job total of 1,200'. The soil conditions were sand, clay and rock below the water table. A Herrenknecht Optimal Guidance system and an automated lubrication system were used. Contract Microtunnel Operator for Saipem, Saudi Arabia This project consists of operating a Herrenknecht AVN250 and AVN1000 microtunnel boring machine to install steel pipes for new gas lines, in- cluding twelve crossings, at drive lengths of up to 620' with a job total of 900'. The soil conditions were sand, marl and rock below the water table. Imp \V F(,\\Icy('11 A Herrenknecht Optimal Guidance system and an automated lubrication system were used. �fIAII o ❑ (:curial Colllrarlol� o ecelieuce G"tcgNV A'e-ce e ,r James 10 General Contractors 3" •excellence ■ integrity A service l i i i t r 1_ San Marcos Interceptor Replacement - Phase 1 JWF Role on the Project: The San Marcos Interceptor Sewer drive under State Route 78,was General Contractor is a major sanitary sewer transport 286 feet of 52-inch steel casing with line which combines with other lines 36-inch fiberglass carrier pipe.The Location: to convey flows to the Encina Water second drive was 372 feet of 48- San Marcos, California Pollution Control Facility in Carlsbad inch Hobas®centrifugally cast,glass for treatment.The replacement of fiber reinforced polymer mortar Project Owner: the San Marcos Interceptor provides pipe.After completing both of the Vallecitos Water District additional capacity for development microtunneling drives,the annular 201 Vallecitos De Oro projections expected in the areas. space between the ground and the San Marcos, CA 92069 The project was initially designed pipe was grouted.The open cut Contact: James Gumpel, PE in 1999, but was put on hold over portion of the project included 1,485 (760) 744-0460 environmental impact concerns. feet of 36-inch Hobas centrifugally jgumpel@vwd.org More recently, improvements along cast,glass fiber reinforced polymer San Marcos Creek and the economic mortar sewer pipe. Project Engineer: downturn caused additional delays. Kennedy/Jenks Consultants The project was designed in two 10920 Via Frontera,Suite 110 The remainder of the project phases-Phase 1 consisted of included abandoning/removing San Diego, CA 92127 replacement of the existing 21-inch Contact: Kathy Haynes, PE manholes and sewer mains and diameter sewer tunnel with two patching and sealing parking lots (858)676-7509 tunnel portions and cut and cover kathyhoynes@kennedyjenks.com impacted by the construction. installation of new pipelines and Phase 2 will extend the work of Phase Construction Manager: 1 The soil conditions for the entire Valley Construction Management alignment included mixed face 3525 Del Mar Heights Road#192 conditions with moist,dense clayey San Diego, CA 92130 The scope of work for this project or silty sand with some weathered Contact: Paul Mochel included installation of approximately granitic rock. (866)966-1710 2,150 feet of sewer pipeline in PouLmochel@valleycm.com the City of San Marcos, California using microtunneling and open The project was located adjacent cut methods.The first microtunnel to residential areas and required settlement monitoring during San Marcos Interceptor Replacement - Phase I Contract Bid: the sheet pile shaft construction 7 $4,526,000 and microtunneling to ensure the structures were not damaged by the Change Orders: construction activities. Final Contract Amount: $4,276,000 Claims/Resolution: None Contract Duration: 270 Days Actual Duration: 270 Days Start Dote: June 2013 Completion Date. March 2014 Contract Delivery Method: Design/Bid/Build w E MP! Heavy Civil and Tunneling Construction Solutions AK: 37968 CA'777392 James W.Fowler Co. HI CT-29603 ID:PWC-C-15"S PO Box 489-12775 Westview Drive NV: 79189 NO: 48276 NM: 372817 OR:63701 Dallas,Oregon 97338 SC: G116239 UT:869915-5551 (5031623-5373-(503)623-9117-Fax WA:JAMESWFIOUZ ol Fll AA(( www.jwfowler.com James W Fowler Co. // General Contractors . k: l � •excellence ■ integrity ♦servicF ,r Santa Ana River Interceptor (SARI) Relocation - SARI Mainline Project JWF Role on the Project: The Santa Ana River Interceptor hydraulic joint,JWF was able to Microtunneling Subcontractor (SARI) Line is a 23-mile-long eliminate shafts and combine wastewater pipeline that extends multiple drives on the project. This Location:Corona, California from the boundary of Orange saved the client over$1 million and San Bernardino counties in and offered a 20%reduction in the Project Owner: southern California to the Orange tunneling schedule. Orange County Public Works Dept. County Sanitation District(OCSD) 300 N. Flower Street sewage treatment plant.Several Santa Ana, CA92703 The microtunneling consisted segments run adjacent to and under of approximately 4,000 feet of Contact: Lance Notsuhura the Santa Ana River and nearly 4 Pp y (714)647-3954 101.5-inch OD microtunnel done miles of the pipeline are in jeopardy in four drives with installation of lance.natsuhara@ocpw.ocgov.com of failure during heavy rainstorms. 2,809 feet of 84-inch ID reinforced Project Engineer: To ensure the long-term integrity of concrete pipe and 1,089 feet of Hatch Mott the pipeline, protect public health 99,5-inch ID Permalock steel casing and safeguard the environment, at approximately 36 feet below the 5005. Main Street the Orange County Flood Control pp y ground surface. Orange, CA 92868 District, in cooperation with Contact: Rory Ball, PE other stakeholders, embarked on (216)535-3646 the Santa Ana River Interceptor The first drive was approximately rory.ball@hatchmott.com Relocation Project to relocate and 620 feet under Gypsum Canyon replace the SARI Mainline with a Road and the Gypsum Canyon Construction Manager: new 54-inch diameter pipeline. Drainage channel.The second drive Montgomery Watson Harza was 1,089 feet under a portion of Behrouz Tehran the Green River Golf Course and (626)252-2923 Designed as a typical microtunnel the Santa Ana River channel. Behrouz.tehrani@mwhglobal.com project with several short, straight drives,the SARI Mainline offered General Contractor: JWF the perfect opportunity The third drive was adjacent to the W.A. Rosic Construction to offer an innovative value 91 Freeway and Santa Ana River. 7314 Scout Avenue engineering proposal. By including At 1,567 feet,this drive set a US Bell Gardens, CA90201 both a curved microtunnel and record as the longest compound a compound curved microtunnel curved drive and was the first use drive and utilizing an innovative 0 0 . Santa Ana River Interceptor (SARI) Relocation - SARI Mainline Project Contract Bid: of the Jackcontrol hydraulic joint - $8,800,000 system with real-time monitoring in the United States. Change Orders: 5 The final drive was 622 feet and was adjacent to the 91 Freeway. Final Contract Amount: This drive had a standard curve $9,142,000 and also utilized the Jackcontrol ' hydraulic joint system with real- Claims/ResoluAon: time monitoring. None 'r- Contract Duration: This project was the first in the United States to have two curved 430 Days drives.The radius of the compound Actual Duration: curve was approximately 15,500 430 Days feet and the standard curve was approximately 5,500 feet. ; Start Date: September2011 Ground conditions are mixed face with soft to stiff silt and loose sand, Completion Date: gravel,sand, and clay exhibiting a July 2013 flowing behavior with cobbles and some boulders. The water table Contract Delivery Method: ranged from the tunnel invert to up Design/Bid/Build to 17 feet above the tunnel invert. - �Y1 Heavy Civil it . . Tunneling Construction Solutions AK: 37968 CA:777391 lames W.Fowler Co. HE CT-29603 ID:PWC-C.15448 PO Box 489•12775 Wes[view Drive NV: 79189 ND: 48276 NM: 372817 OR:63702 Dallas,Oregon 97338 SC: G216239 Ur:869915-5551 JINTEA111 (503)623-5373•(503)623-9117-Fax www.jwfowler.com WA:lAME5WF101J2 1 James ' Bowler Co. General Contractol-s \'\ •excellence ■ integrity ♦service UFS l I� Upper Narrows Pipeline Replacement In December 2010, a significant The scope of work included 1WF Role on the Project. and unprecedented storm event installation of new HDPE and General Contractor overwhelmed the Victor Valley, FPVC gravity sewer pipelines causing damage to several by both microtunnel and Location: interceptors owned by the Victor rock tunnel construction, Victorville, California Valley Wastewater Reclamation open trench cut and cover at Authority. Record flows in the multiple locations. The pipeline Project Owner: Mojave River caused sand and will require two pipe rams Victor Valley Wastewater debris to infiltrate the system under active BNSF railroad Reclamation Authority in the Upper Narrows area, properties; the installation of a 15776 Main Street,Suite 3 resulting in a mixture of river siphon underneath the Mojave Hesperia, CA 92345 water and wastewater was River; the re-connection of Contact:Alton Anderson released below the surface of existing sewer interceptor to (760)948-9849 the Mojave River. Following the the new sewer interceptor at oanderson@vvwra.com discovery of the damaged pipe, three separate location; the VVWRA built an emergency installation of new PVC-lined Project Engineer. bypass to circumvent the manholes; the temporary Tetra Tech damaged section of pipeline. dewatering as required to 17885 Van Korman Ave,Suite 500 install the new gravity sewer Irvine, CA 92614 The VVWRA approved a plan to interceptor; the protection Contact:Luanne Bean, MS, PE repair the damaged pipeline by of existing utilities; removal (949)809-5179 replacing the river outfall with of contaminated soils and Luanne.bean@tetratech.com a new pipeline. The majority replacement with imported fill materials; treatment of Construction Manager: of the cost of the project will URS Corporation be funded by the Federal contaminated ground water; and the abandonment of select 15572 Seventh Street Emergency Management Agency(FEMA) and the California portions of the existing sewer Victorville, CA 92395 Emergency Management Agency interceptor. Contact:Robert5achse, CCM (619)733-5354 (CaIEMA) due to the storms bob.sachse@urs.com being declared an emergency. Upper Narrows Pipeline Replacement The construction of the In an innovative twist, the rock Contract Bid: Upper Narrows Interceptor tunnel boring machine was $26,482,000 Pipeline Replacement included disassembled within the tunnel connection to the existing and the microtunnel boring Change Orders: VVWRA facilities and for the machine tunneled into the rock 6 on-going operation of the tunnel. The microtunnel boring existing VVWRA interceptor and machine was retrieved from Final Contract Amount. emergency by-pass system. The within the rock tunnel. sequencing of work included $30,440,457 planning for and coordinating work to minimize disruption to Claims/Resolution: the facilities while performing None tie-in work and while working adjacent to these facilities. Contract Duration: 360 Days The site for the launch pit for Actual Duration: the 99-foot, 60-inch diameter pipe ramming work under the 360 Days BNSF railroad property is located Start Date: in an environmentally sensitive O January2014 area. Several areas have been . identified as nesting areas for �?� z.. ravens and other birds. Completion Date: May 1016 The project included two 60- ti Contract Delivery Method. inch diameter microtunnel Design/Bid/Build drives of 971 and 1,850 feet to install Permalok steel casing and 2,700 feet of 48-inch HDPE carrier pipe. The launch and reception shafts were sheet pile construction. In difficult rock ' conditions, a 1,250 foot 80.5- inch rock tunnel was constructed in a single drive using a rib and board liner system. Additionally, a 1,736-foot horizontal directional drill under the Mohave River was constructed and lined with a 16-inch Fusible PVC pipe. Finally, 485 feet of 84- and 96-inch open trench cut and cover pipeline were installed. Heavy Civil and Tunneling Construction Solutions AK: 37968 CA:777391 lames W.Fowler Co. HI:CT 29603 ID:PWC-C-15448 PO Box 489•12775 Westview Drive NM: 372817 NO: 48276 Dallas,Oregon 97338 OR:63701 SC: G116239 (503)623-5373•(503)623-9117-Fax 01 F UT:869915-5551 WA:JAMESWFIOIJZ wwwJwfowler.com City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT, FROM WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC 1523 October 19, 2017 Notice to All Bidders: Bid opening has changed by 1 week from October 24, 2017, 10:00 AM to October 31, 2017, 10:00 AM. 1. The SAMPLE CONTRACT provided in SECTION D of the project specifications has been changed, specifically Article 19-Liquidated Damages from the SAMPLE CONTRACT has been revised. ORIGINAL ARTICLE 19 ARTICLE 19 - LIQUIDATED DAMAGES. Time is of the essence. If the work is not completed in accordance with Article 2, above, it is understood that the BOARD will suffer damage. It being impractical and infeasible to determine the amount of actual damage, in accordance with Government Code Section 53069.85, it is agreed that the CONTRACTOR will pay the BOARD the sum of Five Hundred Dollars ($2,000) per calendar day for each and every day of delay until work is completed and accepted, as Liquidated Damages and not as a penalty or forfeiture. Liquidated Damages shall be compensation for CONTRACTOR'S delay in completion of the Work and shall not be constructed as a penalty or forfeiture. In the event the same is not paid, the CONTRACTOR further agrees that the BOARD may deduct the amount thereof from any money due or that any become due the CONTRACTOR under the Contract. This Article does not exclude recovery of damages under provisions of the Agreement Documents. REVISED ARTICLE 19 ARTICLE 19 - LIQUIDATED DAMAGES. Time is of the essence. If the work is not completed in accordance with Article 2, above, it is understood that the BOARD will suffer damage. It being impractical and infeasible to determine the amount of actual damage, in accordance with Government Code Section 53069.85, it is agreed that the CONTRACTOR will pay the BOARD the sum of 1 of 14 of Addendum#1 Two Thousand Dollars ($2,000) per calendar day for each and every day of delay until work is completed and accepted, as Liquidated Damages and not as a penalty or forfeiture. Liquidated Damages shall be compensation for CONTRACTOR'S delay in completion of the Work and shall not be constructed as a penalty or forfeiture. In the event the same is not paid, the CONTRACTOR further agrees that the BOARD may deduct the amount thereof from any money due or that any become due the CONTRACTOR under the Contract. This Article does not exclude recovery of damages under provisions of the Agreement Documents. 2. Specification Section Part 2 — Construction Material, 200-2.1., shall be deleted: ORIGINAL Part 2 — Construction Material, 200-2.1. Untreated Base Material to be used under asphalt concrete pavement shall be Crushed Miscellaneous Base. Payment for Untreated Base will be made at the contract unit price per ton which shall include full compensation for furnishing all material required under untreated base in accordance with the plans and these special provisions and no additional compensation will be allowed therefor. 3. Specification Section Part 3 — Construction Methods, 306-6.5.1., shall be deleted: ORIGINAL Part 3 — Construction Methods, 306-6.5.1. The material in the bedding zone shall be placed and compacted mechanically. Water densified backfill will not be permitted. Unless the sheeting or shoring is to be cut off and left in place, compaction of bedding material for pipe shall be performed after the sheeting or shoring has been removed from the bedding zone, and prior to the placement of backfill. Mechanical compaction shall conform to 306-12.3. 4. In Appendix K, Geotechnical Report, Paragraph 4.1.4, under Differential Settlement, from the revised report dated March 8, 2017 shall be revised per attached supplemental amendment letter from AESCO dated October 18, 2017. The October 18, 2018 letter indicated "The water line is structurally_designed for the predicted seismic settlement. Therefore, the flexible connections can be omitted." While the letter states flexible connections can be omitted, they are to remain per plans. 5. In Appendix O, City of Westminster Standard Drawing No. 609, Utility Excavation, applies to all pipe trenching activities. Jetting to consolidate sand backfill is permitted as shown. Slurry backfill from top of pipezone to bottom of base course paving as shown. Use 1.5 sack slurry for slurry backfill as shown under Note 1. 6. In Specification Section 02321, 2.02.B., replace all references of 1 sack slurry" with 1.5 sack slurry". 2 of 14 of Addendum#1 7. Specification Section 02441, 1.02.1., shall be changed as follows: ORIGINAL 02441, 1.02.1. Obstruction: An object with a principal dimension is greater than or equal to 8 inches and an unconfined compressive strength (UCS) of 30,000 psi, that lies either fully or partially in the direct path of the tunnel excavation and prevents its progress. REVISED 02441, 1.02.1. Obstruction: 1. An object with a principal dimension greater than or equal to 8 inches and an unconfined compressive strength (UCS) of 30,000 psi, that lies either fully or partially in the direct path of the tunnel excavation and prevents its progress. 2. All manmade objects that impede machine progress along the intended path. 8. Specification Section 02441, 1.03.13.1., shall be changed as follows: ORIGINAL 02441, 1.03.B.1. Microtunneling: Possess a valid California Contractor's Class "A" license and a minimum of five years experience in the installation of pipelines using microtunneling as the method of installation. Experience requirements are the construction and completion of a minimum of five pipeline projects, each with a minimum of 1,000 L.F. of installed pipe between 24 inches inside diameter and 48 inches outside diameter using microtunneling as the method of installation. REVISED 02441, 1.03.B.1. Microtunneling: Possess a valid California Contractor's Class "A" license and a minimum of five years experience in the installation of pipelines using microtunneling as the method of installation. Experience requirements are the construction and completion of preferably a minimum of five drives, each with a minimum of 400 L.F. of installed pipe between 30 inches diameter and 60 inches outside diameter using microtunneling as the method of installation. 9. Specification Section 02441, 1.03.B.2.b., shall be changed as follows: ORIGINAL 02441, 1.03.B.2.b. One of the referenced projects shall have been in similar ground conditions to those anticipated in this Work, including, but not limited to, similarities in soil type, soil strength as measured by "N" values and hydrostatic head. REVISED 02441, 1.03.B.2.b. One of the referenced projects shall have been in similar ground conditions to those anticipated in this Work, including, but not limited to, similarities in soil type, 3 of 14 of Addendum#1 soil strength as measured by "N" values, hydrostatic head, and actual surface settlement of less than 0.25 inches. 10. Specification Section 02441, 1.03.C.1., shall be changed as follows: ORIGINAL 02441, 1.03.C.1. The project superintendent shall have at least five years of tunneling/pipe jacking experience and shall have managed at least three microtunneling projects, each with a minimum of 1,000 feet, with similar ground conditions with similar equipment, and with drive lengths exceeding 400 feet. REVISED 02441, 1.03.C.1. The project superintendent should have at least five years of tunneling/pipe jacking experience and should have managed at least three microtunneling projects, each with a minimum drive of 400 L.F. of installed pipe, with similar ground conditions with similar equipment, and actual surface settlement of less than 0.25 inches. 11. Specification Section 02441, 1.03.D.1., shall be changed as follows: ORIGINAL 02441, 1.03.D.1. Microtunneling: The microtunneling MTBM operator(s) shall have at least five years experience in the installation of pipelines using microtunneling as the method of installation. The MTBM operator shall have successfully completed a minimum of three pipeline projects each with a minimum of 1000 L.F. of installed pipe between 24 inches inside diameter and 48 inches outside diameter using microtunneling as the method of installation. REVISED 02441, 1.03.D.1. Microtunneling: The microtunneling MTBM operator(s) should have at least five years experience in the installation of pipelines using microtunneling as the method of installation. The MTBM operator should have successfully completed a minimum of three pipeline projects each with a minimum drive of 400 L.F. of installed pipe between 30 and 60 inches outside diameter using microtunneling as the method of installation and actual surface settlement of less than 0.25 inches. 12. Specification Section 02441, 1.03.E.1., shall be changed as follows: ORIGINAL 02441, 1.03.E.1. Microtunneling: The slurry and lubrication plant specialist shall have at least five years of experience in the design of slurry and lubrication mixes based upon the anticipated ground conditions and modifications based upon field conditions. The specialist shall have successfully completed a minimum of three pipeline projects each with a minimum of 400 L.F. of installed pipe between 24 inches inside diameter and 48 inches outside diameter using microtunneling as the method of installation. 4 of 14 of Addendum#1 REVISED 02441, 1.03.E.1. Microtunneling: The slurry and lubrication plant specialist should have at least five years of experience in the design of slurry and lubrication mixes based upon the anticipated ground conditions and modifications based upon field conditions. The specialist should have successfully completed a minimum of three pipeline projects each with a minimum drive of 400 L.F. of installed pipe between 30 and 60 inches outside diameter using microtunneling as the method of installation. 13. Specification Section 02441, 1.03.E.2.a., shall be changed as follows: ORIGINAL 02441, 1.03.E.2.a. Successfully completed a project in similar ground conditions to those anticipated in this Work, including, but not limited to: soil type, soil strength as measured by "N" values, and hydrostatic head if present. REVISED 02441, 1.03.E.2.a. Successfully completed a project in similar ground conditions to those anticipated in this Work, including, but not limited to: soil type of alluvial sand, soil strength as measured by "N" values, and hydrostatic head and actual surface settlement of less than 0.25 inches. 14. Specification Section 02441, 1.03.F., shall be deleted: ORIGINAL 02441, 1.03.F. 1.03.F. Microtunneling crew: The microtunneling crew is required to have a current Hazmat certification maintained through end of project. 15. Specification Section 02441, 1.03.1., shall be changed as follows: ORIGINAL 02441, 1.03.1. The Engineer will be the sole judge in determining if the prospective microtunneling contractor, project superintendent, MTB operator, and surveyor meet the aforementioned work and project experience requirements. REVISED 02441, 1.03.1. The Engineer shall be the sole judge in determining if the prospective microtunneling contractor, project superintendent, MTB operator, slurry and lubrication plant specialist, and surveyor meet the aforementioned work and project experience requirements. 16. Specification Section 02441, 1.03.J., shall be changed as follows: ORIGINAL 02441, 1.03.J. 5 of 14 of Addendum#1 The MTBM operator shall not be replaced without prior written approval of the Engineer. REVISED 02441, 1.03.1 The MTBM operator and slurry and lubrication plant specialist shall not be replaced without prior written approval of the Engineer. 17. Specification Section 02441, 1 .04.F.6., shall be added as follows: ADDED 02441, 1.04.F.6. Provide calculations demonstrating sufficient pressure to fill all potential voids located below the surface without causing heave, leakage to the surface, and filling other subsurface improvements. 18. Specification Section 02441, 1 .04.R, shall be added as follows: ADDED 02441, 1.04.R. Provide contractor qualification experience records for each skill with individual experience records demonstrating specified experience. 19. Specification Section 02441, 1.05.D, shall be changed as follows: ORIGINAL 02441, 1.05.D. All underground equipment, electrical and mechanical systems, regardless of tunnel classification, to have Class I, Division II designation. Smoking and smoking materials will not be allowed at any time underground. REVISED 02441, 1.05.D. Smoking and smoking materials will not be allowed within the shaft lay down areas and all subsurface areas. 20. Specification Section 02441, 1.05.E, shall be changed as follows: ORIGINAL 02441, 1.05.E. Performance Criteria: No ground settlement or heaving shall be allowed as measured above and along the centerline of the tunnel being installed. Unless otherwise noted, all surface improvements are to be restored to original condition at no cost to the owner. REVISED 02441, 1.05.E. Performance Criteria: No ground settlement or heaving greater than 0.25 inches shall be allowed as measured above and along the centerline of the tunnel being 6 of 14 of Addendum#1 installed. Unless otherwise noted, all surface improvements are to be restored to original condition. 21. Specification Section 02441, 3.03.13.1., shall be changed as follows: ORIGINAL 02441, 3.03.113.1. Casing pipe installation shall not vary by more than 1.5 inches in horizontal alignment or 1 inch in vertical elevation from any design point between shafts. REVISED 02441, 3.03.113.1. Carrier pipe installation shall not vary by more than 1.0 inches in horizontal alignment or 0.5 inches in vertical elevation and 2.0 inches of separation from the casing sidewall from any design point between shafts. 22. Specification Section 02441, 3.03.D.8., shall be added as follows: REVISED 02441, 3.03.D.8. Commence tunneling using an engineered slurry designed specifically for this project, measure its design properties, track and record its properties, adjust its formulation, and record those adjustments until tunneling is completed. 23. Specification Section 02441, 3.03.D.9., shall be added as follows: ADDED 02441, 3.03.D.9. Take, record, track, and analyze survey data and field observations for ground movement as specified in Section 02496. 24. Specification Section 02441, 3.03.F., shall be changed as follows: ORIGINAL 02441, 3.03.F. Deferring Site Condition REVISED 02441, 3.03.F. Differing Site Condition 25. Specification Section 02441, 3.03.F.1., shall be changed as follows: ORIGINAL 02441, 3.03.F.1. Provide written notice immediately upon encountering peat as a deferring site condition. REVISED 02441, 3.03.F.1. 7 of 14 of Addendum#1 Provide written notice immediately upon encountering peat as a differing site condition. 26. Specification Section 02441, 3.03.F.5., shall be changed as follows: ORIGINAL 02441, 3.03.F.S. A contingent bid item for encountering peat has been included in the determination of low bid, but is excluded from the performance and bid amounts at time of bid. Bid item is to be paid only if used and upon written notice and acceptance of the deferring site condition, and will be paid per each occurrence for up to 50 feet. Occurrences of 5 feet or less are incidental and included in the bid items for microtunneling. REVISED 02441, 3.03.F.S. A contingent bid item for encountering peat has been included in the determination of low bid, but is excluded from the performance and bid amounts at time of bid. Bid item is to be paid only if used and upon written notice and acceptance of the differing site condition, and will be paid per linear foot for the occurrence. Occurrences of 5 feet or less are incidental and included in the bid items for microtunneling. 27. Specification Section 02441, 3.03.H., shall be changed as follows: ORIGINAL 02441, 3.03.H. Backfill Grouting REVISED 02441, 3.03.H. Contact Grouting. 28. Specification Section 02441, 3.03.1-1.1 ., shall be changed as follows: ORIGINAL 02441, 3.03.1-1.1. Backfill grout to fill the annular space between the steel casing and the excavated ground upon completion of the drive if the radial annular gap is in excess of 1.0 inch, unless otherwise specified by Contract Documents. REVISED 02441, 3.03.1-1.1. Contact grout to fill the annular space located between the steel casing and the excavated ground upon completion of the drive. 29. Specification Section 02441, 3.03.1-1.2., shall be changed as follows: ORIGINAL 02441, 3.03.1-1.2. 8 of 14 of Addendum#1 All grout ports shall be plugged with 0.75 inch casing pipe steel and welded in place. REVISED 02441, 3.03.11-11.2. Upon completion of attempting to contact grout all ports, all grout ports shall be plugged with 0.75 inch casing pipe steel and welded in place. 30. Specification Section 02441, 3.03.H.5., shall be added as follows: ADDED 02441, 3.03.11-11.5. Pressurize the grout to the pressure determined to fill all voids to the surface without rupturing or heaving the surface. Once the grout has attained the designed pressure hold pressure for 1.0 minutes while not increasing the total injected volume before closing port. 31. Specification Section 02441, 3.03.1., shall be revised as follows: ORIGINAL 02441, 3.03.1. Contact Grout and Lubrication Between Ground and Steel Casing 1. Provide a pipe lubrication system to inject a bentonite and/or polymers and potable water through the lubrication ports in quantities are required to minimize pipe friction and jacking forces and to fill the annular space created by the overcut to prevent soil collapse. 2. Use backfill ground to fill the void left behind from the bored overcut between the exterior of the casing and the ground with grout under pressure sufficient to ensure void is properly filled but without over stressing ground support, or causing ground heave. REVISED 02441, 3.03.1.1. Lubrication Between Ground and Steel Casing 1. Provide a pipe lubrication system designed to inject a bentonite and/or polymers lubrication through the lubrication ports in quantities required to: (a) Minimize pipe friction (b) Minimize jacking forces (c) Completely fill the annular space created by the overcut (d) Prevent soil collapse (e) Not damage the casing pipe or existing features. 9 of 14 of Addendum#1 32. Specification Section 02447, 2.01.A., shall be changed as follows: ORIGINAL 02447, 2.01.A. Steel casings shall be welded steel pipe of the diameters and plate thicknesses indicated. The steel pipe casings shall conform to ASTM A53, subject to the following supplemental requirements. The casing shall be of the diameter indicated on the Contract Documents and shall be furnished complete with welded joint ends. In no case shall the casing wall thickness be less than 3/4-inch as shown on the plans. The Contractor may select a greater diameter or thickness for the method of work and loadings involved, site conditions, and possible interferences. REVISED 02447, 2.01.A. Steel casings shall be welded steel pipe of the diameters and plate thicknesses indicated. The steel pipe casings shall conform to ASTM A53, subject to the following supplemental requirements. The casing shall be of the diameter indicated on the Contract Documents and shall be furnished complete with welded joint ends. In no case shall the casing wall thickness be less than 3/4-inch as shown on the plans. The Contractor may select a greater diameter or thickness for the method of work and loadings involved, site conditions, and possible interferences. A steel casing no larger than 62.5 inches outside diameter can be used, with the crown of the casing to be maintained as shown on the drawings. 33. Specification Section 02447, 2.02.A.2., shall be changed as follows: ORIGINAL 02447, 2.02.A.2. Tape Coating: Steel casing pipe shall include a tape coating system in conformance with the requirements of AWWA C209, AWWA C214 and Section 09880. REVISED 02447, 2.02.A.2. Dielectric and Abrasion Resistant Coating: Steel casing pipe shall include a dielectric and abrasion resistant coating system. Acceptable products include: a. Fusion bonded epoxy with an abrasion resistant overcoat per the requirements of AWWA C210 b. Dielectric polyolefin coating per the requirements of AWWA C215 C. Polyurethane coating per the requirements of AWWA C222 34. Specification Section 02496, 1.02.E., shall be changed to 1.02.F., with 1.02.E. added as follows: ADDED 02496, 1.02.E. Notice Level: 50 percent of the Alert/Stop Level. Requires immediate written notice upon attainment. Stop and provide written notice, review work procedure, and report. 10 of 14 of Addendum#1 35. Specification Section 02496, 1.02.E., shall be changed to 1 .02.F., and shall be changed as follows: ORIGINAL 02496, 1.02.E. Review Level: Level of instrumentation reading(s) at which the Engineer and the Contractor proposes modifying the method, rate or sequence of construction. Including replacing the MTBM operator. REVISED 02496, 1.02.F. Review Level: 75 percent of Alert/Stop Level. Level of instrumentation reading(s) at which the Engineer and the Contractor proposes modifying the method, rate or sequence of construction. Including replacing the MTBM operator. 36. Specification Section 02496, 1 .02.F., shall be changed to 1.02.G., and shall be changed as follows: ORIGINAL 02496, 1.02.F. Alert Level: Alert Level represents the maximum permissible ground and structure movement due to activities associated with the construction of the Work. REVISED 02496, 1.02.G. Alert/Stop Level: Alert Level represents the maximum permissible ground and structure movement due to activities associated with the construction of the Work. 37. Specification Section 02496, 1.02.G., shall be changed to 1.02.H. 38. Specification Section 02496, 3.05.B., shall be changed as follows: ORIGINAL 02496, 3.05.B. Review Level REVISED 02496, 3.05.B. Notice Level 39. Specification Section 02496, 3.05.13.1., shall be changed as follows: ORIGINAL 02496, 3.05.B.1. Conduct all works in a manner such that ground movement does not exceed 1/8 inch. 11 of 14 of Addendum#1 REVISED 02496, 3.05.113.1. Conduct all works in a manner such that ground movement does not exceed 50 percent of the alert level. 40. Specification Section 02496, 3.05.B.2., shall be added as follows: ADDED 02496, 3.05.113.2. Stop work when Notice level is attained and review all ground monitoring, tunneling operations and data. 41. Specification Section 02496, 3.05.B.3., shall be added as follows: ADDED 02496, 3.05.113.3. Provide written notice of current state and provide corrective action. Work is to resume after corrective actions are provided. 42. Specification Section 02496, 3.05.C.1., shall be changed as follows: ORIGINAL 02496, 3.05.C.1. Perform the following when the Alert level is reached: REVISED 02496, 3.05.C.1. Stop all work when Alert/Stop level is reached. Review with Caltrans before restarting project and perform the following: 43. Specification Section 02510.2, 1.04.A, shall be changed as follows: ORIGINAL 02510.2, 1.04.A Surfaces of cement mortar lined pipe shall be protected from damage in accordance with AWWA C203 and as specified in this section. REVISED 02510.2, 1.04.A Surfaces of cement mortar lined pipe shall be protected from damage in accordance with AWWA C205 and as specified in this section. 44. Specification Section 02510.2, 2.01.C.2.b., shall be changed as follows: ORIGINAL 02510.2, 2.01.C.2.b The strutting materials, size, and spacing shall be adequate to support the earth backfill pulls any greater loads that may be imposed by the backfilling and compaction equipment. 12 of 14 of Addendum#1 REVISED 02510.2, 2.01.C.2.b The strutting materials, size, and spacing shall be adequate to support the pipe during shipping handling and laying operations. It is the Contractors responsibility to provide backfill and compaction operations that do not damage or compromise either the pipe, the cement mortar lining or the cement mortar overcoating. Pipe segments damaged during backfill shall be repaired or removed from the project at the discretion of the Engineer. The Engineer shall examine the pipeline for evidence such as, excessive lining cracking, lining disbondment, or pipe out of round, to determine the extent of remedial action or removal of pipe from the Project. 45. Specification Section 02510.2, 2.02, shall be deleted: ORIGINAL 02510.2, 2.02 ACCEPTABLE MANUFACTURERS A. Fabricated Steel Water Pipe Ameron Inc., Rancho Cucamonga, CA Northwest Pipe Company, Adelanto, CA 46. Specification Section 02510.2, 2.04.A.3., shall be changed as follows: ORIGINAL 02510.2, 2.04.A.3. Pipe wall thickness as shown on plans or per requirements below: a. Minimum thickness is 0.250-inch for 30-inch pipe with 8 feet maximum depth of cover. b. Minimum thickness is 0.3175-inch for 30-inch pipe with 10 feet maximum depth of cover. C. Minimum thickness is 0.375-inch for 30-inch pipe with 12 feet maximum depth of cover. REVISED 02510.2, 2.04.A.3. Pipe wall thickness as shown on plans or per requirements below: a. Minimum thickness is 0.250-inch for 30-inch pipe with 10 feet maximum depth of cover. Limits include Station 10+00 to Station 16+20; Station 18+40 to Station 23+00; and Station 28+60 to Station 34+60±. b. Minimum thickness is 0.3175-inch for 30-inch pipe with 12 feet maximum depth of cover. Limits include Station 16+20 to Station 18+40; Station 23+00 to Station 24+00; Station 27+80 to Station 28+60; C. Minimum thickness is 0.375-inch for 30-inch pipe with 16 feet maximum depth of cover. Limits include Station 24+00 to Station 27+80. 47. Specification Section 10100.1, 1.02, shall be changed as follows: ORIGINAL 10100.1, 1.02 Willow Lane Pipeline Installation Traffic Control Hours: 13 of 14 of Addendum#1 - All work related to installing the pipeline in Willow Lane shall follow Drawings TC-1 through TC-8. Working hours are 10:00 PM — 5:00 AM, for a weeknight closure and 10:00 PM — 6:00 AM, for a weekend night closure with the exception of Phase 4, Drawing TC-8. Phase 4 will be the traffic control used for Micro-Tunneling operations to take place during the day. Any work outside these hours will need written approval from the Engineer prior to beginning. REVISED 10100.1, 1.02 Willow Lane Pipeline Installation Traffic Control Hours: - All work related to installing the pipeline in Willow Lane shall follow Drawings TC-1 through TC-8. Working hours are 10:00 PM — 5:00 AM, for a weeknight closure and 10:00 PM — 6:00 AM, for a weekend night closure with the exception of Phase 1, Drawing TC-2. Drawing TC-2 will be the traffic control used for Micro-Tunneling operations to take place during the day. Any work outside these hours will need written approval from the Engineer prior to beginning. 48. Drawing C-3, CD-2, CD-3, CD-4 and CD-5 shall be replaced, as attached: 49. Appendix L shall be replaced with more recent Federal and State labor labor rates, as attached. 50. Appendix M shall be supplemented with Caltrans' October 11, 2017 letter regarding request for revisions, as attached. 51. Appendix P shall be changed as follows, as attached: ORIGINAL Appendix P Not Used REVISED Appendix P Plate 5A, Distribution of Peat Deposits in Orange County 52. Appendix Q shall be changed as follows, as attached: ORIGINAL Appendix Q Not Used REVISED Appendix Q Underground Classification C006-059-18T 53. Project Bid Schedule A, Bid Item No. 40, shall be changed as follows, and Bid Schedule A shall be replaced, as attached: ORIGINAL Bid Item No. 40 14 of 14 of Addendum#1 Deferring Site Condition Occurrence (Peat), 1.0 LS REVISED Bid Item No. 40 Differing Site Condition Occurrence (Peat), 50.0 LF This is to acknowledge receipt and review of Addendu um r One, dated October 19, 2017. James W. Fowler Co. /James W. Fowler Company Name Y President October 31, 2017 Date All bidders must acknowledge and include the receipt of this Addendum with Vour bid proposal. Should you have any questions regarding this Addendum, please call Andrew Ferrigno at (714) 536- 5291 within 24 hours of posting. 15 of 14 of Addendum#1 BID BOND We, James W.Fowler Co. as Principal,and as Surety,jointly and severally, bind ourselves, our heirs, representatives, successors and assigns, as set forth herein, to the WEST ORANGE COUNTY WATER BOARD (herein called"OWNER-) for payment of the penal sum of Ten Percent(10%)of Total Bid Amount--------------------------------- Dollars($ 10%------------------------). lawful money of the United States. Principal has submitted the accompanying bid dated October 24 201 7 , for the construction of: West Orange County Water Board Relocation of Feeder No.2 at Westminster Boulevard City of Huntington Beach CASH CONTRACT No. 1523 The Bidder (identified above and referred to herein as, the "Principal") has provided this bid bond in connection with the bid submitted by the Principal to Owner for the construction of the public works project I dentified above("Project"). In issuing this bid bond, the Surety (identified above) certifies to OWNER that the Surety is "an admitted surety insurer" as defined in California Code of Civil Procedure Section 99-5.120. We, the Principal and the Surety, as evidenced by the signatures of our respective duly-authorized representatives, set forth below, are hereby held and firmly bound unto OWNER in the amount of the Penal Sum specified above, for the payment of which amount, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors,administrators, successors, and assigns as specified below. The payment obligation described above shall become null and void if: (i) OWNER awards the contract for construction of the Project ("Contract") to the Principal based on the bid described above and, within the required number of days after the notice of such award, the Principal enters into the Contract and provides to OWNER the required payment and performance bonds; (ii) OWNER rejects all bids received for the Project: or (iii) the time period during which the Principal may not withdraw its bid has expired without OWNERawarding the Contract to the Principal. If, however, OWNER awards the Contract to the Principal, but the Principal fails and/or refuses to enter into the Contract and/or to properly and duly-execute and deliver the required payment bond, performance bond, and/or other required documentation, then, immediately upon request of OWNER and without imposing any additional conditions on payment whatsoever, the Surety and/or the Principal shall forfeit and pay to OWNER such amount as OWNER states is the total of the costs reasonably incurred by OWNER as a result of such failure or refusal by the Principal, including, without limitation, the difference between the Principal's bid and the bid for the Project subsequently accepted by OWNER, rebidding of the Project if necessary, and administrative, publication, and other costs incurred by OWNER. In no event, however, shall the liability pursuant to this bid bond exceed the Penal Sum of this bid bond. 1 of 2 BID BOND The Surety, for value received, hereby stipulates and agrees that this bid bond and the Surety's obligations hereunder shall be and remain in effect until such time as one or more of the conditions described herein for rendering this bid bond null and void have been satisfied. The Surety, for value received, further stipulates and agrees that this bid bond shall in no way be impaired or otherwise affected by any extension of the time within which OWNER must enter into the Contract and submit the required documentation, and Surety hereby waives any requirement for notice of any such extension. Each person signing this bid bond on behalf of either the Principal or the Surety hereby represents and warrants that he or she has been duly authorized to sign,and thereby bind such party to, this bid bond. IN WITNESS WHEREOF, the Principal and Suretv, acting by and through their respective, duly- authorized representatives, have executed this instrument on the date indicated below and affixed the name and, if applicable,corporate seal of each party. Principal: James W.Fowler Co. (Corporate or Individual Name) Business Address: 12775 We iew rive Dallas R 97" 38 Authorized Signature: (Affix Corporate Seal) us otarized) Date Signed: nctpb e,- , 2 Ut-1 Surety: Liberty Mutual Insurance Company (Corporate Name) Business Address: 2233 112th Avenue N.E. Bellevue,WA 98004 Authorized Signature: ;�aua 46�� (-4ffx Corporate Seal) �,kftk be Notarized)Jill A.Wallace Date Signed: October 17, 2017 CA Lie.90155652 Note: Any claims under this bond can be addressed to Surety at the above address. (The following is to be completed by Surety.) The rate of premium on this bond is: S 0.00 per thousand dollars. Total amount of premium charged is: S 0.00 Note: A certified copy of the Power of Attorney of the Surety's authorized signatory must be attached to this bid bond. 2of2 BID BOND ACKNOWLEDGMENT BY SURETY State of Washington) County of King) On this 17th day of October , 2017 ,before me, Deanna M. French notary public in and for the State of Washington, with principal office in the County of King, residing therein, duly commissioned and sworn, personally appeared Jill A. Wallace, known to me to be the person whose name is subscribed to the within instrument as the attorney-in-fact of Liberty Mutual Insurance Company as surety in said instrument, and acknowledged to me that she subscribed the name of said corporation thereto as surety, and her own name as attorney-in-fact. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, at my office in the aforesaid County, the day and year in this certificate first above written. M. NOTARY PUBLIC NOTARY 04-0111IC-18 `O= Commission Expires: 04/01/2018 �F WASM�G State of Oregon County of Polk On this 31" day of October, 2017, before me, Shannon Janine Shockley, Personally appeared James W. Fowler who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of Oregon that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Signature of Notary P blic (PLACE NOTARY SEAL ABOVE) Commission Expires: August 23, 2021 OFFICIAL STAMP 10 SHANNON JANINE SHOCKLEY NOTARY PUBLIC-OREGON COMMISSIONNO.965689 MY COMMISSION EXPIRES AUGUST 23,2021 i:EF,, — � �i : - —TMI, = ILK M 7 fi :RECEIVED M�141 2017 OCT 31 Ai I'l 0d: 48 ill James W Fowler Co. C,17y P-Z .tTy "1;: HU A VFt N-1 f;J sit j GenerLd Contnictors A e excellence a integrity service James W. Fowler Co. 12775 Westview Drive Dallas, OR 97338 A (503) 623-5373 J, (503) 623-9117—Fax www.jwfowler.com "SEALED BID" For 0 WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 A- RELOCATION PROJECT A From A WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC No. 1523 M ­V1 In the CITY OF HUNTINGTON BEACH — DO NOT OPEN WITH REGULAR MAIL DELIVER TO THE OFFICE OF THE CITY CLERK, 200 MAIN STREET, SECOND FLOOR, HUNTINGTON BEACH, CA 92648 October 31 , 2017 at 10:00 AM g "N" City of Huntington Beach ,.. ,' . 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov Office of the City Clerk Robin Estanislau, City Clerk March 6, 2018 W.A. Rasic Construction Company, Inc. 4150 Long Beach Blvd. Long Beach, CA 90807 RE: West Orange County Water Board Feeder No. 2 Relocation Project—CC No. 1523 Enclosed please find your original bid bond for CC-1523. Sincerely, Robin Estanislau, CIVIC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand CONTRACT DOCUMENTS SPECIFICATIONS AND STANDARD DRAWINGS for the construction of WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT from WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC No. 1523 Lead agency representation is provided by the CITY OF HUNTINGTON BEACH • CITY OF HUNTINGTON BEACH 2000 MAIN STREET HUNTINGTON BEACH, CALIFORNIA 92648 (714) 536-5431 BIDS DUE: October 24, 2017 10:00 AM, 2nd FLOOR City Clerk's Office TRAVIS K. HOPKINS, DIRECTOR DEPARTMENT OF PUBLIC WORKS SECTION C PROPOSAL for the construction of WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT from WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC No. 1523 TO THE HONORABLE BOARD OF DIRECTORS OF THE WEST ORANGE COUNTY WATER BOARD: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach enter into a contract with the West Orange County Water Board, (WOCWB.) The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 200 working days, starting from the date of the first Notice to Proceed to procure casing pipe and carrier pipe for the project, to the completion of pipeline construction through the second Noticed to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with WOCWB at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to WOCWB of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE WOCWB RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid opening date. This period of sixty days can be extended if it is mutually agreed upon in writing between the WOCWB and the BIDDER. If at such time the contract is not awarded, the WOCWB will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. C-1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the WOCWB'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the WOCWB and this bid and the acceptance hereof may, at the WOCWB'S option, be considered null and void. Accompanying this proposal of bid, find a Bidder's Bond for 10%of total bid price in the amount of which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Sealed Bids, payable to the WOCWB. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond for_% ", as the case may be) Any standard Surety Bid Bond form is acceptable. Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received ,- Bi der's i nature 1 10/19/17 C-2 SECTION C (Addendum #1) PROJECT BID SCHEDULE A PROJECT NAME, CC 1523 WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT BID ITEMS % Unit-i '4 5 'R W g _Unq�) IN A I Mobilization/Demobilization 1.00 LS / $ 2 Prepare WPCP 1.00 LS $ 3 Install&Maintain Construction BMPs 1.00 LS $ 4 Night Work Allowance Per Traffic Control Plan 1.00 LS $ 5 Permitting 1.00 LS $ q0 go— 6 Sheeting, Shoring and Bracing 1.00 LS $ 7 Traffic Control 1.00 LS 8 Replace Traffic Striping and Pavement Markers 1.00 LS �A�06 00 $ XW6 9 Potholing and Utility Locating 1.00 LS $2%0 $ 2aft- 10 33 Inch Water Abandonment 1,710,00 LF $ $ 11 30 Inch Welded Steel Pipe(CML&TC) 2,425.00 LF Z-3 10,V 12 Dewatering and desiltation of water before disposal 1.00 LS $@240M 13 42 Inch Steel Casing by Microtunneling Method and Grouting 345.00 LF $'3290— 1, 21 P 4655V1 tp 17 V 14 Microtunneling Sending and Receiving Shafts 1.00 LS 15 Remove and Reconstruct Existing 8 Inch Water Main 65.00 LF 16 Remove and Reconstruct Existing 12 Inch Water Main 355.00 LF 17 2 Inch Temporary Water Service Lateral 1.00 EA $1 12AM 18 27 Inch Pipeline Connection with Thrust Walls 1.00 EA $70,WO 19 33 Inch Pipeline Connection with Thrust Wall 1.00 EA 6W 20 33 Inch/14 Inch Pipeline Connection with Thrust Walls 1.00 EA $70,0 $ 21 Vault Modification-Details 1 &2/C-6 1.00 LS $S]�OW $ 92,CX- 22 30 Inch Butterfly Valve 5.00 EA 23 8 Inch Gate Valve 1.00 EA 24 12 Inch Gate Valve 3.00 EA C-2.1 SECTION C (Addendum #1) PROJECT BID SCHEDULE A PROJECT NAME, CC 1523 WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT ItemDesecipt�on ", " uantrty. Unit IJnif CostX' Total Cost } .(Extension)>i 25 4 Inch Air Release Valve Assembly-Detail 3/CD-1 2.00 EA $�( _ $ 26 4 Inch Combination AR and WQTS-Detail 2/CD-1 2.00 EA $Z-900 $ -'- 27 Cathodic Protection 1.00 LS $109ADO $ 96 28 Groundwater Monitoring Well and Monitoring 2.00 EA W $20ffj- 29 Settlement Monitoring and Smoothness Surveys 1.00 LS $0000 $ W'"/ 30 8 Inch Pump Out 2.00 EA $ZO,COO- $ w, 31 Roadway Excavation 840.00 cy $ GI0' $ $N,600" 32 Aggregate Base 560.00 cy $7S' $ 33 HMA(4 Inch Layer for Full Roadway Reconstruction) 370.00 TON $ 34 2 Inch HMA Grind and Overlay 7,900.00 Sy 35 Adjust Manhole Cover to Grade 14.00 EA $i9, $ � i Q 36 Adjust Water Valve, Gas Valve, Sewer Cleanout, or Survey _ Monument to Grade 9.00 EA $7Z $ 37 Remove and Reconstruct Traffic Sensor Loops 4.00 EA $ p(!W' $ 38 Remove and Reconstruct Concrete Cross Gutter 900.00 SF $ $270M_ 39 Survey Monument Replacement 8.00 EA $0 400d— $ g!� 40 Differing Site Condition Occurrence(Peat) 50.00 LF $ _ $ TOTAL BID AMOUNT IN WORDS: W� Note: Refer to Section 9, Measure and Payment for description of each Item on Bid Schedule. All extensions of unit prices will be subject to verification by Owner. In case verification is required between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-2.2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the Bidder shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater,and the portion of the work to be done by such subcontractor. Bid Name and Address of State Class IDIR pWC Dollar %of Items, Subcontractor License Registration# Amount Contract `1 Number 2 VQA�O�O.iS T�e..cl1lesS /� p n , J 300 Hardin �, 61. /it 99790 3 A V& 100oo'SOMI tooO Qose�;llt CA SG7� � Z 53G 54. l00%%06 A (000o33023 Si xeAse_ Z � 21 S IS NAw�ko�ne Rlad }Zeo o6000101347 33�9�o 0,q Yorr•�cp CA 0 Sa 3 til A A 32 �t11 6�,hgr;cAr. Aspwv { 3 3 4o d 6. 5►X �k SF. Zcoh 0-7 3 1646ao 10 51 K6, 153 , °k 39 Coro^s,, A q2Z 7j� Cell - CrL+ e- 10 13 rb4al Ave, 243gP1 C-% 1D000002t,z z°,14S 0, 2. i By submission of this proposal,the Bidder certifies: 1. That he is able to and will perform the balance of all work which is not covered in the above subcontractors listing. 2. That the WOC WB through the AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on 10/23/17, at Long Beach , CA Date City State Walter A. Rasic, Jr. , being first duly sworn, deposes and says that he or she is Vice President/Secretary of W. A. Rasic Construction Co., Inc. the party making the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. W. A. Rasic Construction Company, Inc. Name of Bidder ' 1W Signature of;Bidder 4150 Long Beach Blvd. Long Beach, CA 90807 Address of Bidder C-4 UTILITY AGREEMENT HONORABLE BOARD OF DIRECTORS OF THE WEST ORANGE COUNTY BOARD Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT from WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC No. 1523, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, by reason of experience or instruction, is familiar with the operation to be performed and the hazards involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained herein. W. A. Rasic Construction Company, Inc. Contractor 1110'.1-k1l -14 By V / Walter A. Rasic, Jr., Vice President/Secretary Title Date: October 23, 2017 C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire. QUESTIONNAIRE Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation? ❑ Yes ® No If the answer is yes, explain the circumstances in the space provided. Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-6 COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. W. A. Rasic Construction Company, Inc. Contractor 11W14W-111 By 0 / Walter A. Rasic, Jr., Vice President/Secretary Title Date: October 23, 2017 C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: W.A. Rasic Construction Company, Inc. Bidder Name 4150 Long Beach Blvd. Business Address Long Beach CA 90807 City, State Zip ( 562 ) 928-6111 WRasic@warasic.com Telephone Number Email Address 368761 Class A, C34 State Contractor's License No. and Class January 22, 1979 Original Date Issued January 31, 2019 Expiration Date The work site was inspected by Dustin Do of our office on 10/12 , 2017. The following are persons, firms, and corporations having a principal interest in this proposal: Peter L. Rasic, President Franky A. Rasic, Vice President Walter A. Rasic, Jr, Vice President/Secretary The undersigned is prepared to satisfy the Board of Directors of the West Orange County Water Board of its ability, financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. W. A. Rasic Construction Company, Inc. Company Name Z /1/1 Signa ure of$'adder Walter A. Rasic, Jr., Vice President/Secretary Printed or Typed Signature C-8 NOTARY CERTIFICATE d Subscribed and sworn to before me this 0 day of OC,-fob-r , 2011 . A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) County of Los Angeles ) On xo1 2.3 1 1-1 before me, Tanya C. Romero, Notary Public Month, Day, and Year Insert Name and Title of Notary personally appeared Walter A. Rasic,Jr. Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person) whose name( is/,are subscribed to the within instrument and acknowledged to me that he/oain/tbey executed the same in his/jwr/t1*r authorized capacitykg), and that by his/bef/tIleir signaturefs) on the instrument the person), or the entity upon behalf of which the personLo acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. ROMERO WITNESS my hand and official seal. co TANYA C.mmission #2118257 Z Notary Public-California z Z '' Los Angeles County n My Comm. Expires Jul 4,2019 --T - - - - - - - Signature ignature of Notary Public (PLACE NOTARY SEAL ABOVE) C-9 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the installation of large diameter, typically 24-inch and greater, welded steel potable water pipe lines within areas below the ground water table, installation of dewatering wells and structural shoring in areas below the ground water table, and the installation of welded steel pipe for both casing pipe and carrier pipe. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within and around the past five years: 1. Los Angeles Department of Water and Power 111 N. Hope Street. Los Angeles, CA 90012 Name and Address of Public Agency Name and Telephone No. of Project Manager: Charles Ngo (213) 367-2319 $48,135,518 96" CML&C Welded Steel Pipe 11/2012 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 11,200 LF of 96" CML&C welded steel pipe and 1,400 LF of 108" diameter jacked casing. Deep tunneling shafts, solid sheeting shoring, dewatering and treatment. 2. Orange County Public Works 300 N. Flower Street Santa Ana, CA 92703 Name and Address of Public Agency Name and Telephone No. of Project Manager: Ju Kim (714) 975-0126 $44,991,632 54" FRP Sewer 08/2015 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Installation of 20,634 FRP sewer and 2,808 LF of 84" RCP casing via slurry microtunneling. Ten tunneling shafts up to 70' deep, extensive dewatering and shoring. 3. Los Angeles County Sanitation District 1955 Workman Mill Road Whittier, CA 90601 Name and Address of Public Agency Name and Telephone No. of Project Manager: Russ Vakharia, P.E. (310) 830-8050 $31,290,128 96" Sewer 11/2015 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 7,800 LF of 90" T-Lock lined RGRCP at depths ranging from 28'-50' deep. Project involved utilizing large scale solid sheeted shoring. C-10 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the installation of large diameter, typically 24-inch and greater, welded steel potable water pipe lines within areas below the ground water table, installation of dewatering wells and structural shoring in areas below the ground water table, and the installation of welded steel pipe for both casing pipe and carrier pipe. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within and around the past five years: 1. Los Angeles Department of Water and Power 111 N. Hope Street Los Angeles, CA 90012 Name and Address of Public Agency Name and Telephone No. of Project Manager: Ali Sabouni, P.E. (213) 367-2637 $41,276,339 66" CML&C Welded Steel Pipe 1112012 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 12,800 LF of 66"CML&C steel pipe utilizing solid sheeting shoring. Most of the shoring was oversized beams to allow cantilevered system due to numerous utility crossings. 2,800 LF was installed via 84"jacked casing. 2 Los Angeles Department of Water and Power 111 N. Hope Street Los Angeles, CA 90012 Name and Address of Public Agency Name and Telephone No. of Project Manager: Ali Sabouni, P.E. (213) 367-2637 $92,715,495 78" CML&C Steel Pipe 12/2017 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 15,800 LF of 78" CML&C steel pipe via open cut and tunneling utilizing a lovat mixed face earth balance machine with a cut diameter of 129.5 inches. All shoring for open cut and shafts utilizing beam&plate shoring. 3. Coachella Valley Water District 75525 Hovley Lane East Palm Desert, CA 92211 Name and Address of Public Agency Name and Telephone No. of Project Manager: Carrie Oliphant (760) 398-2651 $15,421,147 42" FRP Sewer 06/2014 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 7,000 LF of 42" FRP trunk sewer. Installation required solid sheeting shoring utilizing extensive trench dewatering system. C-10 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the installation of large diameter, typically 24-inch and greater, welded steel potable water pipe lines within areas below the ground water table, installation of dewatering wells and structural shoring in areas below the ground water table, and the installation of welded steel pipe for both casing pipe and carrier pipe. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within and around the past five years: 1. County of San Luis Obispo 1050 Monterey Street San Luis Obispo, CA 93408 Name and Address of Public Agency Name and Telephone No. of Project Manager: John Weddell (805) 781-5252 $31,709,286 Sewer Conveyance System 08/2014 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Install 126,000 LF of 6"-18" sewer main and 1,757 house laterals: Extensive dewatering system 2. Port of Los Angeles 425 S. Palos Verdes Street San Pedro, CA 90733 Name and Address of Public Agency Name and Telephone No. of Project Manager: Kosta Mallakis (310) 732-3967 $18,448,218 Water/Sewer/SD/Fuel 07/2013 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: Install 28,000 LF of water, sewer, storm drain, jet fuel with over 20 million gallons of dewatering. 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Provide additional project description to show similar work: C-10 Bidder's Critical Staff Listed below are the names of the bidders proposed Construction Project Manager, and Superintendent. For each of these critical positions, please list at least three projects for which the critical staff has performed similar work within and around the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. l Jeremy Juarez Name of proposed Project Manager Telephone No. of proposed Project Manager: (310) 345-0266 Joint Outfall "C" Unit 1 $31,290,128 90" Sewer 11/2015 Project Name & Contract Amount Type of Work Date Completed City Trunk Line South Unit 2 $41,276,339 66"Water 12/2012 Project Name & Contract Amount Type of Work Date Completed Emergency Water Procurement$6,235,194 14"-72" Water 04/2013 Project Name & Contract Amount Type of Work Date Completed 2. Jeff Ray Name of proposed Superintendent Telephone No. of proposed Superintendent: (310) 864-1257 Joint Outfall "C" Unit 1 $31,290,128 90" Sewer 11/2015 Project Name & Contract Amount Type of Work Date Completed SARI Relocation $44,991,632 Sewer/Microtunnel 08/2015 Project Name & Contract Amount Type of Work Date Completed River Supply Conduit Unit 3 $48,135,518 96" Water 11/2012 Project Name & Contract Amount Type of Work Date Completed C-Il Micro-Tunnel Project History (VADNAIS TRENCHLESS SERVICES, INC.) If the bidder is self-performing the micro-tunnel then this section shall be completed only for micro tunnel projects that were self-performed by the bidder. If the bidder is using a subcontractor to perform micro-tunnel operations, then this section of the bid documents shall be completed documenting the micro-tunnel subcontractor's project history. For the purposes of this project, the micro-tunneling contractor/subcontractor shall provide project history of similar work, specifically referencing the installation of large diameter, typically 24-inch and greater, butt-welded steel casing pipe within Caltrans right of way. The Specification Section 02441 1.03 outlines criteria to qualify the micro-tunnel contractor/subcontractor for this project. Information provided in this section of the bid documents shall satisfy the criteria of Section 02441 1.03. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the micro-tunnel contractor/subcontractor has performed similar work within and around the past five years: I. City of Los Angeles - 1 149 South Broadway#300, Los Angeles, CA 90015 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Andy Flores - (213) 485-4496 $2,042,894 March 2015 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N" Value, hydrostatic head, depth of casing *See Project No. 58 on attached John Foote/Roger Skog MTBM Operator C-12 i 2. City of Manteca - 1001 West Center Drive, Manteca, CA 95337 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Greg Showerman - (209) 456-8400 $1,504,975 May 2017 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N"Value, hydrostatic head, depth of casing *See Project No. 72 on attached John Foote MTBM Operator 3. Pacific Gas & Electric - 6121 Bollinger Canyon Rd, San Ramon, CA 94583 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Jose Quintero - (925) 407-7943 $890,420 October 2017 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N" Value, hydrostatic head, depth of casing *See Project No. 75 on attached John Foote MTBM Operator **See additional pages for complete Vadnais Trenchless project history.** C-13 Micro-Tunnel Proposed Staff Listed below is the name of the bidders proposed MTBM Operator. List at least three projects for which the MTBM Operator has performed similar work within and around the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. John Foote Name of proposed MTBM Operator 1. Santa Monica Bay Low Flow Diversion Upgrades Phase 2 March 2015 Project Name, Date Completed 846 LF of 60" Permalok Steel Casing Beach Deposits (silty sand and gravel) Length of Tunnel, Soil Conditions 2. I-5 Widening Segment 2 Pipeline Relocation Project April 2017 Project Name, Date Completed 2 ea @ 300 LF Parallel 36" OD Welded Steel Casing Wet Med. Dense Sand Length of Tunnel, Soil Conditions 3. R-349 L-101 San Fransiquito Creek Crossing October 2017 Project Name, Date Completed 476 LF of 24" Sacrificial Steel Casing Young Bay Mud (Soft Silt and Sand) Length of Tunnel, Soil Conditions C-14 Primorio Sorvi000 Corporation Vadnais Trenchless OVERALL MICROTUNNELING EXPERIENCE Project No. I Oso Creek Trunk Sewer Relocation—MISSION VIEJO,CA Owner: Santa Margarita Water District Contact Person: Bart Lantz, Project Manager,SMWD Address: P.O. Box 2279,Mission Viejo,CA 92690 Phone Number: 949-459-6505 Design Engineer: Equipment Used: Iseki TCC 500 w/Soft Ground Cutter Soil Conditions: Soil type was clay with no groundwater. Dewatering:N/A Project Description: This project consisted of three microtunneled crossings totaling 1,177 LF. One drive of 377 LF and two drives of 400 LF of 24"VCP with 3/8"deviation at an average depth of 30 FT. Project Superintendent: Mike Greenlee Microtunnel Machine Operator: Ralph Ian Site Safety Representative:Jeff Anderson Contract Amount: $988,173.00 Change Order Amount: S 0.00 Start Date: 12/93 Planned Completion Date: 02/94 Actual Completion Date: 02/94 Project No.2 1-680/SR-24 Sewer Relocations—PLEASANT HILL,CA Owner: Central Contra Costa Sanitation District Contact Person: Henry Thom,Project Manager,CCCSD Address: 5019 Imhoff Place, Martinez, CA 94553 Phone Number: 925-229-7334 Design Engineer: Equipment Used: Iseki TCC800 w/Soft Ground Cutter Soil Conditions: Soil type was clay and sand with groundwater approximately one foot above the pipe invert. Dewatering: Dewatering was performed with submersible pumps. Project Description: This project consisted of one drive of 375 LF of 36"O.D. steel casing pipe with ''/2"deviation. The depth ranged from 12 to 35 ft. Project Superintendent: Tom Carmichael Microtunnel Machine Operator: Ralph Ian Site Safety Representative:Jeff Anderson Contract Amount: $851,816.00 Change Order Amount: S 0.00 Start Date: 08/94 Planned Completion Date: 11/94 Actual Completion Date: 11/94 Project No.3 Pipeline 2000—SPRING VALLEY,CA Owner: San Diego Gas&Electric, 101 Ash Street, San Diego,CA 92101 Contact Person: Mitch Hagelstein, Project Manager,Hood Corporation(Prime Contractor) Address: PO Box 4368,Whittier,CA 90607 Phone Number: 562-945-1411 Design Engineer: Owner Equipment Used: Soltau RVS600AS w/Rock Cutter Soil Conditions: Soil type was 30,000-psi blue granite rock with moderate groundwater. Dewatering: The General Contractor,Hood Corporation handled dewatering. Project Description: One drive of 240 LF of 60"ID,61"OD Permalok pipe with 3/8"deviation at a depth of 25 ft. Project Superintendent:N.Paul Vadnais Microtunnel Machine Operator:Troy Stokes Site Safety Representative: Jeff Anderson Contract Amount: $782,800 Change Order Amount: $0.00 Start Date: 09/95 Planned Completion Date: 10/95 Actual Completion Date: 10/95 Project No.4 Mission Hills and Santa Ynez Microtunnel—SANTA BARBARA CO,CA Owner: Central Coast Water Authority Contact Person:Dave Baum,Resident Engineer, CCWA Address:225 Industrial Way, Suite B,Buellton,CA 93427 Phone Number: 805-966-2224 Design Engineer: Equipment Used: Soltau RVS600AS w/Combination Cutter Soil Conditions: Soil conditions consisted of a mixed face of Rincon claystone,river cobble,silty sand,boulder and rock(+12,000 psi)under the San Antonio Creek and the Santa Ynez River. Dewatering: We dewatered with the use of three concrete caisson shafts. Shaft depths were 65 feet,70 feet,and 80 feet. Project Description:This project consisted of one 210 foot drive at a depth of 40 feet under the San Antonio Creek and two drives of approximately 910 LF each at a depth of 60 feet under the Santa Ynez River with 60" ID,61"OD Permalok Pipe. Maximum deviation on all three drives was '/". This project was completed under 55 feet of groundwater. Intermediate jacking stations were installed and used. Project Superintendent:N. Paul Vadnais Microtunnel Machine Operator:Troy Stokes Site Safety Representative: Jeff Anderson Contract Amount: $4,565,000 Change Order Amount: S 0.00 Start Date: 09/96 Planned Completion Date: 06/96 Actual Completion Date: 05/96 Project No.5 Lake Street and Rampart Blvd Interceptor Sewer—LOS ANGELES,CA Owner: City of Los Angeles,650 South Spring Street,Los Angeles,CA 90014 Contact Person: Dan Comorre,Resident Engineer,City of Los Angeles Address: 650 South Spring Street,Los Angeles,CA 90014 Phone Number: 213-473-4952 Design Engineer: Owner Equipment Used: Soltau RVS600 and Soltau RVS250 w/Soft Ground Cutters Soil Conditions: Soil type was classified as extra hazardous,as the project was located in the old City of Los Angeles oil fields with moderate groundwater. Dewatering:Dewatering was performed with submersible pumps. Project Description: This project consisted of 17 drives,totaling 8,350 LF.Intermediate jacking stations were installed and used. Vadnais Corporation installed a total of 18 shafts averaging 35'long x 20'wide,with depths ranging from 15 feet to 50 feet. Deviation on drives ranged from 3/8"to '`/,."deviation.The pipe used for this project was 62"O.D.T-Lock Pipe and 34.5"O.D.VCP No-Dig Pipe.(See Below) 62" RCP Drive 1 894 LF Drive 7 831 LF(w/IJS) Drive 2 894 LF(w/IJS) Drive 8 264 LF Drive 3 661 LF Drive 9 106 LF Drive 4 70 LF Drive 10 801 LF Drive 5 738 LF Drive 11 127 LF Drive 6 127 LF 34.5"VCP Drive 12 507 LF Drive 15 377 LF Drive 13 439 LF Drive 16 440 LF Drive 14 533 LF Drive 17 540 LF Project Superintendent: Phil Palomino Microtunnel Machine Operator: Troy Stokes/Grahme Turnbull Site Safety Representative:Jeff Anderson Contract Amount: $7,989,578 Change Order Amount: $ 0.00 Start Date: 10/96 Planned Completion Date: 09/98 Actual Completion Date: 10/98 Project No.6 South Irvine Regional Sewer—IRVINE&NEWPORT BEACH,CA Owner: Irvine Ranch Water District Contact Person: Jim Tran,Project Manager,IRWD Address: P.O. Box 57000,Irvine,CA 92619 Phone Number: 949-453-5555 Design Engineer: Equipment Used: Soltau RVS 250 w/Soft Ground Cutter Soil Conditions: Soil type was sandy clay with minimal groundwater. Dewatering: N/A Project Description: This project consisted of seven drives totaling 2,333 LF at depth ranging from 15 to 25 FT with 3/8"to ''/z"deviation. Drive 1 366 LF Drive 5 364 LF Drive 2 180 LF Drive 6 510 LF Drive 3 525 LF Drive 7 321 LF Drive 4 64 LF Project Superintendent: Tom Carmichael Microtunnel Machine Operator: Roger Skog Site Safety Representative:Jeff Anderson Contract Amount: $1,867,978.00 Change Order Amount: S 0.00 Start Date: 06/97 Planned Completion Date: 01/98 .Actual Completion Date: 01/98 Project No.7 I-Street Corridor Sewer Improvement Project—UNION CITY,CA Owner: Union Sanitary District, 37532 Dusterbeiry Way,Fremont,CA Contact Person: Brian Gleghorn, Project Manager,J. Flores Construction(Prime Contractor) Address: 4229 Mission St, San Francisco,CA 94112 Phone Number: 415-337-2934 Design Engineer: Equipment Used: Iseki TCC 600 w/Soft Ground Cutter Soil Conditions: Soil type was sandy clay with minimal groundwater. Dewatering: N/A Project Description: This project consisted of one 1,200 LF drive of 500mm Meyers Polycrete Pipe(23.75"O.D.) at a depth of 21 FT with ``/z"deviation. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Ralph Ian Site Safety Representative:Jeff Anderson Contract Amount: S496,770.00 Change Order Amount: S 0.00 Start Date: 10/97 Planned Completion Date: 1 1/97 Actual Completion Date: 10/97 Project No.8 Sump 2 Improvements—SACRAMENTO,CA Owner: City of Sacramento,5770 Freeport Boulevard,#100,Sacramento,CA 95822 Contact Person: Ken Riley, Sponsor,Kiewit Pacific Company(Prime Contractor) Address: 5000 Marsh Drive,Concord,CA 94520 Phone Number: 925-686-3030 Design Engineer: MWH,Don Spiegel 916-924-8844 Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Soil type was sandy clay. Dewatering: The General Contractor,Kiewit Pacific handled dewatering using submersible pumps. Project Description: One drive of 180 LF and one drive of 170 LF 72"ID,86"OD RCP at a depth of 25 feet with 3/8"deviation. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative:Jeff Anderson Contract Amount: $574,600 Change Order Amount: $0.00 Start Date: 08/98 Planned Completion Date: 08/98 Actual Completion Date: 08/98 Project No.9 Peters Canyon Trunk Sewer—IRVINE,CA Owner: Irvine Ranch Water District,P.O.Box 57000,Irvine,CA 92619 Contact Person:Jim Tran, Project Manager,IRWD Address:P.O.Box 57000,Irvine, CA 92619 Phone Number: 949-453-5555 Design Engineer: Equipment Used: Iseki TCC500 w/Soft Ground Cutter Soil Conditions: Soil type was silty clay with moderate groundwater. Dewatering: Dewatering was performed using submersible pumps. Project Description: This project consisted of seven drives, totaling 3,020 LF at a depth of 10 to 15 FT with ''/z" deviation.24"I.D.VCP was used. Drive 1 440 LF Drive 5 488 LF Drive 2 408 LF Drive 6 408 LF Drive 3 408 LF Drive 7 360 LF Drive 4 520 LF Project Superintendent: Tom Carmichael Microtunnel Machine Operator: Roger Skog Site Safety Representative: Jeff Anderson Contract Amount: $3,122,245.00 Change Order Amount: $0.00 Start Date: 09/98 Planned Completion Date: 11/98 Actual Completion Date: 11/98 Project No. 10 Ocean Boulevard Storm Drain—LONG BEACH,CA Owner: Port of Long Beach, 925 Harbor Plaza, Long Beach,CA 90802 Contact Person: John King,Project Manager,Bali Construction,Inc. (Prime Contractor) Address: 9852 Vargas Way, South El Monte,CA 91733 Phone Number: 626-442-8003 Design Engineer: Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Soil type was silty sand. Dewatering: Dewatering was performed with submersible pumps. Project Description: This project consisted of four drives of 48"ID, 67"OD RCP at a depth of 15 to 20 feet with 3/8"deviation. Drive lengths were 620 LF, 860 LF,920 LF,and 800 LF. Intermediate jacking stations were installed and used. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative: Dan Schitea Contract Amount: $1,928,000 Change Order Amount: $0.00 Start Date: 11/98 Planned Completion Date: 4/99 Actual Completion Date: 3/99 Project No. 11 Southern Industrial Trunk Sewer Improvement(Ph.II)—STOCKTON,CA Owner: City of Stockton,2500 Navy Drive, Stockton,CA 95206 Contact Person:Jim Falk, Project Manager,Mountain Cascade, Inc. (Prime Contractor) Address: 555 Exchange Court, Livermore,CA 94550 Phone Number: 925-373-8370 Design Engineer: Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Soil type was stiff,sticky clay. Dewatering: Dewatering was performed with submersible pumps. Project Description: This project consisted of one 420 LF drive of 72" ID,90"OD RCP at a depth of 19 to 20 feet with 1/2" deviation. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative: Dan Schitea Contract Amount: $580,880 Change Order Amount: $0.00 Start Date: 05/99 Planned Completion Date: 05/99 Actual Completion Date: 05/99 Project No. 12 Baiamont Way Membrane Filtration Plant—RANCHO CORDOVA,CA Owner: Carmichael Water District Contact Person: Steve Nugent,General Manager Address: 7837 Fair Oaks Blvd.,Carmichael,CA 95608 Phone Number: 916-483-2452 Design Engineer: MWH, Don Spiegel 916-924-8844 Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Soil type was sandy clay with some gravel. Dewatering: Dewatering was performed with submersible pumps. Project Description:This project consisted of three drives: 552 LF, 1,021 LF,and 691 LF under the American River with 45 feet of water head. Intermediate jacking stations were installed. Pipe used was 48"ID, 60" OD RCP. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative: Dan Schitea Contract Amount: S3,866,364 Change Order Amount: $0.00 Start Date: 06/99 Planned Completion Date: 02/00 Actual Completion Date: 02/00 Project No. 13 American River Crossing 48"Water Transmission Main—SACRAMENTO,CA Owner: City of Sacramento Contact Person: Dan Sherry,City Engineer,Department of Utilities,City of Sacramento Address: 1395 35`t'Avenue, Sacramento,CA 95822 Phone Number: 916-808-1419 Design Engineer: CH2M Hill Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Soil conditions were medium dense alluvium and gravel with an average of 35 feet of groundwater. Dewatering: No shaft dewatering required. Project Description:This project consisted of three tunnel drives: A 324 LF drive under I-5,a 652 LF drive under Garden Highway,and an 1,122 LF drive under the American River. The pipe used was 48"ID,63"OD Reinforced Concrete Cylinder Pipe.Intermediate jacking stations were installed and used. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator:Roger Skog Site Safety Representative: Dan Schitea Contract Amount: $7,190,470.00 Change Order Amount:-$75,776.00 Start Date: 08/00 Planned Completion Date: 12/00 Actual Completion Date: 12/00 Project No. 14 Marinette Water Main River Crossing—MARINETTE,WI Owner: City of Marinette Contact Person:Brian Miller,Director of Public Works,City of Marinette Address: 1905 Hall Avenue, Marinette,WI 54 1 43-0 1 3 5 Phone Number: 715-732-5134 Design Engineer: HNTB,Peter Ni lies 414-359-2300 Equipment Used: Soltau RVS 600 w/Combination Cutter Soil Conditions: Soil conditions consisted of stiff clay,and dense silt with nested boulders and saturated wood debris under approximately 40 ft of groundwater. Dewatering: Dewatering was performed using perimeter wells and sump pumps. Project Description: This project consisted of a single drive of 602 LF under the Menominee River. This project utilized the two-pass method with 52.5"O.D.Permalok casing pipe and two 18"ductile iron water mains and a single 6'PVC conduit as the carrier pipes. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative:Dan Schitea Contract Amount: $1,582,500.00 Change Order Amount: $0.00 Start Date: 03/01 Planned Completion Date: 08/01 Actual Completion Date: 08/01 Project No. 15 California Meadows SR29/SR37 SS Rerouting Protect—VALLEJO,CA Owner:Vallejo Sanitation and Flood Control District,450 Ryder Street,Vallejo,CA 94590 Contact Person: Jeff Peel,Area Manager, Steve P. Rados, Inc. (Prime Contractor) Address: 9550 Elder Creek Road, Sacramento,CA 95829 Phone Number: 916-475-1654 Design Engineer: CH2M Hill Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Soil conditions consisted of some sticky clay with sand and some gravel and jet-grouted peat and clay. The 155 LF run had only nuisance water,but the other runs averaged around 15 feet of groundwater. Dewatering: Shafts were dewatered with submersible pumps. Project Description:This project consisted of five tunnel drives: 155 LF, 550 LF,and 3 each at 597 LF. The155 LF drive was under SR29 (Sonoma Blvd.),and the remaining 4 drives(totaling 2,341 LF)were driven from temporary rock islands under the South White Slough. The pipe used was 48"ID,59"OD Polymer Resin Concrete Pipe(Meyers Polycrete). Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative: Dan Schitea Contract Amount: $2,032,000.00 Change Order Amount: $736,934.50 Start Date: 01/01 Planned Completion Date:4/01 Actual Completion Date: 5/02 Project No. 16 Parallel Westside Interceptor(Phase I)—REDDING,CA Owner: City of Redding,Public Works Department Contact Person: Bill Goodwin,City Engineer,City of Redding PWD Address: P.O. Box 496071,Redding,CA 96049 Phone Number: 530-255-4170 Design Engineer: CH2M Hill Equipment Used: Soltau RVS 600AS w/Soft Ground Cutter Soil Conditions: The soil conditions on this project consisted of silty clay with cobbles and boulders approximately 10 FT below the water table. Dewatering: The General Contractor,Kenco,handled dewatering on this project. Project Description: This project consisted of a 21 1 FT drive under an existing railroad track using 48"I.D. RCP. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative: Dan Schitea Contract Amount: $293,200.00 Change Order Amount: $44,460.00 Start Date: 06/02 Planned Completion Date: 06/02 Actual Completion Date: 06/02 Project No. 17 Sewer Force Main Replacement Project—NAPA,CA Owner: City of Napa Contact Person:Mark Andrilla,Associate Civil Engineer,City of Napa Address: 1600 First Street,Napa,CA 94559 Phone Number: 707-257-9520 Design Engineer: CH2M Hill Equipment Used: Soltau RVS 400 w/Soft Ground Cutter Soil Conditions: Soil conditions consisted of stiff clay,and dense silt with occasional gravel and saturated debris under approximately 30 ft of groundwater. Dewatering: Anderson Construction drilled two 50 FT shafts to cut off the groundwater. Project Description:This project consisted of two tunnel drives totaling 540 LF. The first drive was a 180 LF drive uphill at a 20%slope,and the second drive was 360 LF under the Napa River. This project utilized the two- pass method with 38"O.D.Permalok casing pipe and 24"ductile iron sewer force main for the carrier pipe. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative: Dan Schitea Contract Amount: $2,253,061.00 Change Order Amount: $33,505.00 Start Date:02/03 Planned Completion Date: 06/03 Actual Completion Date: 06/03 Project No. 18 Moreno Lakeside Pipeline Project—LAKESIDE,CA Owner: San Diego County Water Authority Contact Person: Gary W.Bousquet,P.E.,Project Manager, SDCWA Address:4677 Overland Avenue, San Diego,CA 92123 Phone Number: 858-522-6600 Design Engineer: Owner Equipment Used: Soltau RVS 600AS w/Soft Ground Cutter Soil Conditions: Soil conditions consisted of loose running sand approximately 25 FT below the water table. Dewatering:The General Contractor,Archer Western handled dewatering using perimeter wells. Project Description:This project consisted of a single microtunneled crossing,approximately 508 LF in length, under the San Diego River. This project utilized a two-pass system with 78"O.D.casing pipe and 60"I.D. carrier pipe. The casing for this project was bare steel with interlocking joints supplied by Permalok and the carrier pipe was CML/CMC steel pipe supplied by Ameron. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative: Jeff Anderson Contract Amount: $724,100.00 Change Order Amount: S 0.00 Start Date: 04/04 Planned Completion Date: 05/04 Actual Completion Date: 05/04 Project No. 19 Howe Avenue 54"Water Transmission Main—SACRAMENTO,CA Owner: City of Sacramento Contact Person: Brett Grant,Associate Engineer Address: 1395 35°i Avenue, Sacramento,CA 95822 Phone Number: 916-808-1413 Design Engineer: Black&Veatch,Jennifer McNutt 916-851-0260 Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Very dense alluvium and gravel,with approximately 40 feet of groundwater. Dewatering:No shaft dewatering was required. Project Description:This project consisted of a single tunnel drive of 1,454 LF. The microtunnel drive was performed under the American River: A 28-foot ID,65' deep reinforced concrete caisson shaft was installed as a launch shaft and the reception shaft was the same depth and constructed as a 20-foot ID Auger-drilled shaft.Three intermediate jacking stations were installed.The pipe used was 54"ID,70"OD Reinforced Concrete Cylinder Pipe (C300). Underwater retrieval of the MTBM was made within the reception shaft under—40-feet of water. Project Superintendent: Curtis Verkest Microtunnel Machine Operator: Roger Skog Site Safety Representative: Dan Schitea Contract Amount: S3,725,395.00 Change Order Amount: $77,605.00 Start Date: 04/04 Planned Completion Date: 12/04 Actual Completion Date: 12/04 Project No.20 Yolo Force Main—CLARKSBURGH,CA Owner: Sacramento Regional County Sanitation District,700 H Street, Sacramento,CA 95814 Contact Person:Bill Welman,Project Manager,Las Vegas Paving Corp. (Prime Contractor) Address:4420 South Decatur Blvd.,Las Vegas,NV 89103 Phone Number: 702-251-5800 Design Engineer: West Yost,John Goodwin 530-765-5095 Equipment Used: Soltau RVS600AS w/Soft Ground Cutter Soil Conditions: The soil encountered on this project was a mixture of hard clay,silty sand,and dense gravel approximately 25 FT below the water table. Dewatering: The General Contractor,Las Vegas Paving Corp.handled dewatering for this project. Project Description:This project consisted of two tunnel drives of approximately 485 LF each at a depth of 35 feet under the Babel Slough. We used 82.75" ID, 84"OD Permalok casing pipe with 66"ID,69.25"OD carrier pipe. The maximum deviation for this project was 1/2". Project Superintendent: Dan Schitea Microtunnel Machine Operator: Roger Skog/Brent Case Site Safety Representative: Dan Schitea Contract Amount: S1,745,075.00 Change Order Amount: $10,000.00 Start Date: 06/05 Planned Completion Date: 08/05 Actual Completion Date: 09/05 Project No.21 Natomas Force Main—NATOMAS,CA Owner: Sacramento Regional County Sanitation District, 700 H Street,Sacramento,CA 95814 Contact Person: Randy Buckman,Project Manager,Mountain Cascade Inc. (Prime Contractor) Address: 1635 Cebrian Street,West Sacramento,CA 95691 Phone Number: 916-617-2841 Design Engineer: Hatch Mott MacDonald Equipment Used: Soltau RVS 600AS w/Soft Ground Cutter Soil Conditions: The soil encountered on this project consisted of loose to medium dense,poorly graded sand approximately 15 FT below the water table. Dewatering: The General Contractor,Mountain Cascade Inc.handled dewatering for this project. Project Description: This project consisted of two tunnel drives of approximately 376 LF each at a depth of 20 feet under the West Drainage Canal. We used 76.50" ID,78"OD Permalok casing pipe with 60"ID,63.03"OD carrier pipe with a maximum deviation of 1/4". Project Superintendent:Dan Schitea Microtunnel Machine Operator: Roger Skog/Brent Case Site Safety Representative:Dan Schitea Contract Amount: S1,377,308.00 Change Order Amount: S 0.00 Start Date: 07/05 Planned Completion Date: 09/05 Actual Completion Date: 08/05 Project No.22 Arden Parallel Force Main—SACRAMENTO,CA Owner: Sacramento Regional County Sanitation District Contact Person: Kevan Samsam,Resident Engineer, Sacramento County CMID Address: 700 H Street, Sacramento,CA 95814 Phone Number: 916-875-9505 Design Engineer: CH2M Hill,Jeff Smith 916-286-0306 Equipment Used: Herrenknecht AVN 1500T w/Combination Cutter Soil Conditions:The soil encountered on this project was a mixture of slightly cemented silty sands and dense gravel. Dewatering: Dewatering was not necessary on this project due to the construction of a sunken concrete caisson. Project Description:This project consisted of two tunnel drives 80 feet under the American River. The first drive was approximately 591 feet and the second drive was approximately 610 feet. We used 70.5" ID, 72"OD Permalok casing pipe with 60"ID, 61.875"OD carrier pipe. Underwater retrieval of the MTBM was made within the reception shafts under-50-feet of water. The maximum deviation for this project was 1/4". Project Superintendent: Dan Schitea/Curtis Verkest Microtunnel Machine Operator: Brent Case/Jens Schnalle Site Safety Representative: Dan Schitea Contract Amount: $3,384,000.00(Includes Launch Shaft) Change Order Amount: $ 0.00 Start Date: 09/05 Planned Completion Date: 10105 .Actual Completion Date: 10105 Project No. 23 North San Jacinto Sewer Project—HEMET,CA Owner: Eastern Municipal Water District, 2270 Trumble Road,Perris,CA 92572 Contact Person: Jim Wyatt,Director of Field Engineering, EMWD Address: 2270 Trumble Road,Perris,CA 92572 Phone Number: 951-928-3777 Design Engineer: RBF Consulting Equipment Used: Iseki TCC 600 w/Soft Ground Cutter Soil Conditions: The soil conditions consisted of a mixture between silty clay and sandy material approximately 20'-25' below the water table. Dewatering: The dewatering on this project was handled with submersible pumps. Project Description: This project consisted of 17 drives totaling approximately 7,100 LF of 27"Meyer pipe.This project was originally planned as an open cut project but required the use of microtunneling due to the high water table in the area. Project Superintendent:Peter Turnbull Microtunnel Machine Operator: Roger Skog/John Foote Site Safety Representative: Jeff Anderson Contract Amount: $2,924.877.00 Change Order Amount:$ 0.00 Start Date: 08/05 Planned Completion Date: 02/06 Actual Completion Date: 04/06 Project No.24 Murrieta Valley Interceptor Trunk Sewer(Phase 1)—MURRIETA,CA Owner:Rancho California Water District Contact Person: Craig Mapes,Project Manager,RCWD Address:42135 Winchester Road,Temecula, CA 92590 Phone Number: 951-296-6900 Design Engineer: RBF Consulting Equipment Used: Soltau RVS 600AS w/Soft Ground Cutter Soil Conditions:The soil encountered on this project consisted of loose to medium dense,poorly graded sand. Dewatering:The dewatering on this project was handled with submersible pumps in the pits. Project Description:This project consisted of approximately 1,450 LF of 48"Meyer Polycrete microtunnel pipe. Intermediate jacking stations were installed and used. Project Superintendent: Peter Turnbull Microtunnel Machine Operator: Roger Skog/John Foote Site Safety Representative:Jeff Anderson Contract Amount: S1,200,000.00 Change Order Amount: $0,00 Start Date:03/06 Planned Completion Date: 04/06 Actual Completion Date: 04/06 Project No. 25 Sorrento Valley Trunk Sewer and Pump Station 89—SAN DIEGO,CA Owner: City of San Diego,600 B Street,Suite 800, San Diego, CA 92101 Contact Person: Scott Fox,Project Manager, HPS Mechanical,Inc. (Prime Contractor) Address: 220 West G Street,Suite C, San Diego, CA 92101 Phone Number: 619-237-7222 Design Engineer: City of San Diego Equipment Used: Iseki TCC 600 and Iseki TCC 300 w/Soft Ground Cutters Soil Conditions: The soil conditions consisted of a mixture between silty clay and sandy material approximately 15'-20'below the water table. Dewatering: The dewatering on this project was handled with submersible pumps. Project Description: This project consisted of six drives totaling 1,680 LF.The project includes three drives of 12" I.D. VCP,one drive of 15"I.D.VCP and two drives of 24"I.D.VCP. Drive 1 280 LF 12"ID VCP Drive 2 270 LF 12"ID VCP Drive 3 240 LF 12"ID VCP Drive 4 60 LF 15"ID VCP Drive 5 590 LF 24"ID VCP Drive 6 240 LF 24"ID VCP Project Superintendent: Peter Turnbull Microtunnel Machine Operator: Roger Skog/John Foote Site Safety Representative: Jeff Anderson Contract Amount: $1,126,300.00 Change Order Amount: $750,000.00 Start Date: 9/05 Planned Completion Date: 5/06 Actual Completion Date: 05/06 Project No. 26 Hollvhills Drain Unit 8B(Phase II)—WEST HOLLYWOOD,CA Owner: Los Angeles County Dept.of Public Works Contact Person: Ali Zadeh,Project Manager, LACDPW Address: 900 S Fremont Ave.,Alhambra,CA 91803 Phone Number: 626-297-01 14 Design Engineer: Owner Equipment Used: Soltau RVS 60OA-S/Herrenknecht AVN 1800D w/Combination Cutters Soil Conditions: Silty Sands and Clay 10' under the groundwater table Dewatering: Dewatering for this project was handled by the General Contractor,Colich Construction. Project Description:This project consists of five microtunnel drives totaling approximately 4,052 LF.The project includes two drives of 66"I.D. (81"O.D.)RCP,and three drives of 84" I.D. (102"O.D.)RCP. Intermediate jacking stations were installed and used for both pipe sizes on this project.(See Below) Drive 1 938 LF 102"O.D. RCP Drive 2 534 LF 102"O.D.RCP Drive 3 475 LF 102"O.D. RCP Drive 4 1,053 LF 81"O.D. RCP Drive 5 1,053 LF 8 1"O.D. RCP Project Superintendent: Peter Turnbull Microtunnel Machine Operator: Roger Skog/Ian Nicoll Site Safety Representative: Dan Schitea Contract Amount: S3,711,320.00 Change Order Amount: $0.00 Start Date: 06/06 Planned Completion Date: 11/06 Actual Completion Date: 1 1/06 Project No.27 Elkhorn Reservoir—NORTH HIGHLANDS,CA Owner: City of Sacramento, Department of Utilities Contact Person: Warren Peterson, Associate Civil Engineer, Sacramento Dept.of Utilities Address: 1395 35th Avenue, Sacramento, CA 95822 Phone Number: 916-808-1910 Design Engineer: City of Sacramento Equipment Used: Iseki TCC 800 w/Soft Ground Cutter Soil Conditions: The soil conditions consisted primarily of silty sands 15' below the groundwater table. Dewatering: Dewatering for this project was the responsibility of Gateway Pacific. Project Description: This project consisted of a single 250 LF microtunnel drive under the East Main Drainage Channel.It utilized the two-pass method with 36"O.D.Permalok casing pipe and 24"ductile iron water main for the carrier pipe. Project Superintendent: Roger Skog Microtunnel Machine Operator: Roger Skog Site Safety Representative:Brian McCahon Contract Amount: S320,000.00 Change Order Amount: S 145,475.00 Start Date: 1 1/06 Planned Completion Date: 12/06 Actual Completion Date: 01/07 Project No.28 Lakeshore Trunk Sewer—Malaga Reach—LAKE ELSINORE,CA Owner: Elsinore Valley Municipal Water District Contact Person: Greg Kowalski,Civil Engineer, Elsinore Valley Municipal Water District Address: 31315 Chaney St,Lake Elsinore,CA 92531 Phone Number: 951-674-3146 ext.8349 Design Engineer: Kennedy&Jenks Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions:The soil conditions on this project consisted primarily of sandy silt with large cobbles. Dewatering: The dewatering for this project was accomplished by the use of sheet pile shafts and drilled CMP shafts with submersible pumps to sump out any nuisance water. Project Description:This project consisted of 2,580 LF of 48"I.D. (59.5"O.D.)RCP,sheet pile drive shafts, drilled CMP reception shafts,and associated manholes.(See Below) Drive 1 805 LF 48"I.D.(59.5"O.D.)RCP Drive 3 735 LF 48"I.D.(59.5"O.D.) RCP Drive 2 700 LF 48"I.D. (59.5"O.D.)RCP Drive 4 340 LF 48"I.D. (59.5"O.D.)RCP Project Superintendent: Peter Turnbull Microtunnel Machine Operator: Roger Skog Site Safety Representative: Jeff Anderson Contract Amount: S6,124,624.00 Change Order Amount:-S211,000.00 Start Date: 01/07 Planned Completion Date: 07/07 Actual Completion Date: 06/07 Project No.29 Oxnard Plain Brine Line,Phase IB—OXNARD,CA Owner: Calleguas Municipal Water District Contact Person:Robert Beamer,Senior Project Manager,CMWD Address: 2100 Olsen Road,Thousand Oaks,CA 91360 Phone Number: 805-526-9323 Design Engineer: Perliter&Ingalsbe Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: The soil conditions on this project consisted primarily of sandy silty clay approximately 10' below the water table. Dewatering:The dewatering for this project included the use of sheet pile shafts with submersible pumps to sump out any nuisance water. Project Description:This project consisted of a single microtunnel drive under the Revlon Slough totaling 320 LF. The jacking pipe used on this project was 63.5"O.D. Permalok Casing pipe installed at a depth of approximately 25' below existing grade. Project Superintendent: Peter Turnbull Microtunnel Machine Operator:John Foote Site Safety Representative: Jeff Anderson Contract Amount: $669,600.00 Change Order Amount: -$81,802.00 Start Date: 08/07 Planned Completion Date: 09/07 Actual Completion Date: 09/07 Project No.30 Harvard Avenue Trunk Sewer—IRVINE,CA Owner: Irvine Ranch Water District Contact Person: Jeff Staneart,Project Engineer,IRWD Address: 15600 Sand Canyon Avenue,Irvine, CA 92619 Phone Number: 949-453-5540 Design Engineer: CDM Equipment Used:Iseki TCC 800 w/Soft Ground Cutter Soil Conditions: The soil conditions for this project consisted of mostly dense,wet clay. Dewatering: The dewatering for this project was accomplished by dewatering wells installed by the GC. Project Description:This project consisted of 1,050 LF of 36"I.D. RCP,sheet pile drive shafts,drilled CMP reception shafts,and associated manholes.(See Below) Drive 1 530 LF 36"T.D.Meyers Pipe Drive 2 520 LF 36"I.D. Meyers Pipe Project Superintendent:John Foote Microtunnel Machine Operator:John Foote Site Safety Representative: Jeff Anderson Contract Amount: $588,000.00 Change Order Amount: $ 0.00 Start Date: 02/08 Planned Completion Date: 03/08 Actual Completion Date: 03/08 Project No.31 Metro Air Park Off-Site Water Transmission Main—SACRAMENTO,CA Owner: Metro Air Park,LLC Contact Person:Tom Ramos Address: P.O. Box 175,West Sacramento,CA 95691 Phone Number: (916)372-6170 Design Engineer: PMA,Inc. Equipment Used: Iseki TCC 800 w/Soft Ground Cutter Soil Conditions:The soil conditions on this project consisted primarily fat clay approximately 1'-5' below the water table. Dewatering: The dewatering for this project was accomplished by the use of trench boxes with submersible pumps to sump out the nuisance groundwater. The shaft construction and dewatering was handled by the General Contractor,Tidelands Construction. Project Description: This project consisted of a single microtunnel drive under Interstate 5 near the Sacramento International Airport of 268 LF. The jacking pipe used on this project was 43.5"O.D. Permalok Casing pipe installed at a depth of approximately 20' below existing grade. Project Superintendent: Eric Krisman Microtunnel Machine Operator:Roger Skog Site Safety Representative:Roger Skog/Brian McCahon Contract Amount: $408,550.00 Change Order Amount: $0.00 Start Date: 08/08 Planned Completion Date: 08/08 Actual Completion Date: 08/08 Project No.32 Perris Valley Water Filtration Plant—PERRIS,CA Owner: Easter Municipal Water District Contact Person:Robert Carley Address: 2270 Trumble Road,Perris,CA 92570 Phone Number: 714-435-6313 Design Engineer: CH2MHil1 Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: The soil conditions consisted primarily of loose sand. Dewatering:Perimeter dewatering wells installed by the GC were used for dewatering the shafts. Project Description:This project consisted of one drive of 60"OD Permalock Steel Casing totaling 195 LF.The carrier pipe and casing spacers were installed and the annulus grout was also included. Project Superintendent:John Foote Microtunnel Machine Operator:John Foote Site Safety Representative: Tyler McClymont Contract Amount: $973,352 Change Order Amount: -$359,354 Start Date: 2/09 Planned Completion Date: 4/09 Actual Completion Date: 4/09 Project No.33 North Natomas Metro Air Park Trunk Sewer—SACRAMENTO,CA Owner: Metro Air Park,LLC Contact Person: Tom Ramos Address: P.O. Box 175,West Sacramento,CA 95691 Phone Number: (916)372-6170 Design Engineer: PMA,Inc. Equipment Used: Herrenknecht AVN 800 w/Soft Ground Cutter Soil Conditions: The soil conditions on this project consisted primarily of fat clay approximately 5'-8' below the water table. Dewatering: The dewatering for this project was accomplished by the use of trench boxes with submersible pumps to sump out the nuisance groundwater. The shaft construction and dewatering was handled by the General Contractor,Mountain Cascade,Inc. Project Description:This project consisted of a two microtunnel drives. The first drive consisted of 560 LF of 36" I.D.Denlock VCP beneath Greg Thatch Circle. The second drive consisted of 284 LF of 54"O.D.Permalock Casing beneath Highway 99. Both drives were installed at a depth of approximately 20'below existing grade. Project Superintendent: Eric Krisman Microtunnel Machine Operator:Joe Cheeseman Site Safety Representative: Brian McCahon Contract Amount: $745,000.00 Change Order Amount: $ 0.00 Start Date: 09/09 Planned Completion Date: 10/09 Actual Completion Date: 10/09 Project No.34 North Agua Hedionda Sewer Replacement—CARLSBAD,CA Owner: City of Carlsbad Contact Person:Mark Sullivan Address: 1635 Faraday Ave,Carlsbad,CA 92008 Phone Number: 858-201-0027 Design Engineer: Dudek& Assoc., Russ Bergholz 760-942-5147 Equipment Used: Herrenknecht AVN 800 w/Combination Cutter Soil Conditions:The soil conditions consisted primarily of clay,sand and bedrock(near lagoon). Dewatering:N/A Project Description:This project consists of two drives of 42"OD Permalok Steel Casing.Then 24"carrier pipe was installed on rails and grouted in place. An intermediate jacking station was installed and used. Drive 1 1,000 LF 42"OD Permalok Steel Casing Drive 2 78OLF 42"OD Permalok Steel Casing Project Superintendent:Jon Kay Microtunnel Machine Operator:Joe Cheeseman Site Safety Representative:Tyler McClymont Contract Amount: $3,616,500 Change Order Amount: $69,000 Start Date:1/09 Planned Completion Date:8/09 Actual Completion Date: 1 1/09 Project No.35 Carbon Canvon Dam Sewer and P.S.Abandonment—YORBA LINDA,CA Owner: Orange County Sanitation District Contact Person: Eric Oldham Address: 1152 E. Fruit St, Santa Ana,CA 92702 Phone Number: 714-567-7800 Design Engineer: RBF Consulting Equipment Used: Herrenknecht AVN 800 w/Combination Cutter Soil Conditions: The soil conditions consisted primarily of bedrock with interlayers of sandstone and siltstone with sequences of conglomerate. Dewatering: Dewatering was handled by sumping the jacking and reception shafts. Project Description: Microtunneling was required for 1,542 If at maximum depth of about 100 feet below the surface.The work was divided into two drives of 7301f and 812 If.We installed 36"CCFRPM Hobas Pipe for the trenchless work. Project Superintendent: Curtis Verkest Microtunnel Machine Operator:Joe Cheeseman Site Safety Representative: Steve Wenzel Contract Amount: 1,002,500.00 Change Order Amount: $0.00 Start Date: 12/08 Planned Completion Date: 5/09 Actual Completion Date: 3/09 Project No.36 UNWI Section 9&Associated NEA Proiects—CITRUS HEIGHTS,CA Owners: Sacramento Regional County Sanitation District and County Sanitation District 1 Contact Person: Bill Chavez,P.E.,Project Manager, SRCSD Address: 5026 Don Julio Blvd., Sacramento,CA 95842 Phone Number: 916-876-6015 Design Engineer: HDR,Xiangquan Li 916-817-4700 Equipment Used:Herrenknecht AVN 800,Iseki TCC 800,Iseki TCC 600 w/Soft Ground Cutters Soil Conditions: The soil conditions consisted primarily of thicker layers of sandy silt and silty sand containing thinner interbeds of clay,sandy clay,clayey sand and some relatively clean sands ranging from 15' to 45' below the water table. Dewatering: Dewatering for this project was accomplished by using drilled CMP shafts installed by Anderson Drilling and submersible pumps to handle nuisance water. Project Description:This project consisted of installing 27,431 LF of pipe utilizing 40 separate microtunnel drives along Old Auburn Rd., Auburn Blvd.,Fair Oaks Blvd.,and Oak Ave. Of the 40 drives,31 utilized direct jacked PCP with a 43.31"O.D. combined with a direct jacked VCP with a 42.677"O.D.,totaling 23,107 LF. The remaining 9 drives utilize direct jacked PCP with a 30.00"O.D. combined with a direct jacked VCP with a 29.961" O.D.,totaling 4,324 LF. Depths on this project range from 25'to 60' below existing grade. Intermediate jacking stations were constructed but never used on the project. Project Superintendent: Peter Turnbull Microtunnel Machine Operators: Roger Skog,John Foote,Tony Foote,Joe Cheeseman Site Safety Representative:Brian McCahon Contract Amount: S 14,078,289.81 Change Order Amount: S 0.00 Start Date: 08/07 Planned Completion Date: 1 1/09 Actual Completion Date: 5/10 Project No.37 Alvarado Crandall Relief Sewer—LOS ANGELES,CA Owner: Los Angeles Board of Public Works Contact Person:Jaime Valenzuela Address: 200 North Spring Street, Suite 361,Los Angeles,CA 90012 Phone Number: 213-485-5925 Design Engineer: Owner Equipment Used: TCC 600 Iseki w/Soft Ground Cutter Soil Conditions: The soil conditions consisted primarily of rock: 30,000 psi;bedrock;dense clay Dewatering: Dewatering for this project was not required. Project Description:This project consists of 6 drives of 24"ID Denlok clay pipe,totaling 2,670 LF. Drivel 500 LF Drive 4 622 LF Drive 2 381LF Drive 5 523 LF Drive 3 452 LF Drive 6 192 LF Project Superintendent:Ron Kaufold Microtunnel Machine Operator: Roger Skog,John Foote,Tony Foote Site Safety Representative:Tyler McClymont Contract Amount: 53,641,275 Change Order Amount: 51,881,375 Start Date: 6/08 Planned Completion Date: 3/09 Actual Completion Date: 6/10 Project No.38 Washinp_ton-Oxford Relief Sewer—VENICE,CA Owner: Los Angeles Board of Public Works Contact Person:Phillip M. Wilson Address: 1828 Sawtelle Blvd., 3rd FloorWest Los Angeles,CA 90025-5516 Phone Number: 310-575-8387 Design Engineer: Owner Equipment Used:TCC 600 Iseki w/Soft Ground Cutter Soil Conditions: The soil conditions consisted primarily of sand and silt. Very low compressive strength with a high water table. Project Description: This project consisted of 5 drives of 24"ID(30"OD)Ameron Fiberglass pipe, totaling 2,086 LF. Drive 1 420 LF Drive 4 489 LF Drive 2 505LF Drive 5 200 LF Drive 3 472 LF Project Superintendent:John Foote Microtunnel Machine Operator:John Foote Site Safety Representative: Tyler McClymont Contract Amount: S 1,079,896 Change Order Amount:$0.00 Start Date: 5/10 Planned Completion Date: 10/10 Actual Completion Date: 8/10 Project No.39 District 32 Main Relief Sewer Section 1A Extension,Ph.II—NEWHALL,CA Owner: County Sanitation Districts of Los Angeles County Contact Person: Jubilant Ake, Address: 1927 West San Bernardino RD,West Covina,CA 91790 Phone Number: 626-962-8605 ext 6214 Design Engineer: Dexter Wilson,Diane Shaughnessy 760-438-4422 Equipment Used: Soltau RVS600AS w/Combination Cutter Soil Conditions: Soil conditions consisted of a mixed face of claystone,river cobble,silty sand and boulder and rock(+ 10,000 psi)under the Santa Clara River. Dewatering: We dewatered with the use of two concrete caissons shafts. Shafts depths were 75 feet and 28-foot diameter. Project Description:The work consist of microtunneling 1,076 linear feet of 60-inch diameter steel casing,with 48-inch CCRRPM-Hobas carrier pipe.Intermediate jacking stations were installed and used.Additionally,there was 910 linear feet of 48-inch diameter PVC lined RGRCP sewer,manholes,junction structures,connections to existing manholes and sewer lines. Project Superintendent: Curtis Verkest Microtunnel Machine Operator:Roger Skog Site Safety Representative:Tyler McClymont Contract Amount: $7,760,000.00 Change Order Amount: $ 0.00 Start Date: 3/09 Planned Completion Date: 6/10 Actual Completion Date: 5110 Project No.40 Oakland Tank Farm C Improvements—OAKLAND,CA Owner: Oakland Fuel Facilities Corporation Contact Person:Rick Fedrick,Project Manager,Argus Consulting, Inc. Address: 323 Caspian Court, Sonoma,CA 95476 Phone Number: 707-775-8785 Design Engineer: Argus Consulting,James Dent 816-228-7500 Equipment Used:Herrenknecht AVN 800 w/Combination Cutter Soil Conditions: The soil encountered on this project was a mixture of sandy clay,clayey sand,and silty clay approximately 15'below the water table. Dewatering:Perimeter dewatering was the primary means of dewatering for this project. Project Description:This project consisted of a single microtunnel drive under an environmentally sensitive area at the Oakland International Airport of 1,200 LF. The jacking pipe used on this project was 42"O.D.Permalok Casing.An intermediate jacking station was installed and used. Project Superintendent: Eric Krisman Microtunnel Machine Operators: Kirk Randles Site Safety Representative:Brian McCahon/Eric Krisman Contract Amount: $1,726,282.75 Change Order Amount: $507.75 Start Date: 04/10 Planned Completion Date: 05110 Actual Completion Date: 05110 Project No.41 Novato Collection System Improvements,Phase C—NOVATO,CA Owner: Novato Sanitary District Contact Person: Steve Wrightson,Project Manager,The Covello Group Address: 1660 Olympic Blvd, Ste. 300,Walnut Creek,CA 94596 Phone Number: 925-933-2300 Design Engineer: Nute Engineering,Michael Hass 415-453-4480 x212 Equipment Used: Iseki TCC 600 w/Soft Ground Cutter Soil Conditions: The soil encountered on this project was a mixture of loose gravels and sands,with some silts and clays approximately 5' to 10' below the water table.The alignment followed and old stream and the soils were running and generally non-cohesive. Dewatering: Dewatering of the jacking shaft and receiving shafts was performed with sump pumps by the Prime Contractor. Project Description: This project consisted of three microtunnel drives totaling approximately 500 LF under a heavily traveled intersection and railroad tracks in a residential neighborhood in Novato,CA. The jacking pipe used on this project was 24"I.D.,30"O.D. CanClay VCP Jacking Pipe. Project Superintendent: Dan Schitea/Robert O'Rourke Microtunnel Machine Operators: John Foote Site Safety Representative:Dan Schitea Contract Amount: $580,000.00 Change Order Amount: S 0.00 Start Date: 09/10 Planned Completion Date: 12/10 Actual Completion Date: 11/10 Project No.42 South Mission Valley Trunk Sewer—SAN DIEGO,CA Owner: City of San Diego Contact Person: Catherine Dungga Address: 1200 Third Ave, San Diego,CA 92101 Phone Number: 619-235-1978 Design Engineer: RBF Consulting Equipment Used: Iseki 800 w/Soft Ground Cutter Soil Conditions: Soil type was silty clay and sand with groundwater approximately 10-ft above the pipe invert. Dewatering: Dewatering was performed with submersible pumps by the GC. Project Description: This project consisted of three drives of 38-in CCFRPM Hobas Pipe at a depth of 30-ft. Drive lengths were 108-ft,633-ft and 712-ft. Project Superintendent: Steve Wenzel Microtunnel Machine Operator: Roger Skog Site Safety Representative: Steve Wenzel Contract Amount: S1,290,550.00 Change Order Amount: $241,500.00 Start Date: I/10 Planned Completion Date: 3/11 Actual Completion Date: 10/10 Project No.43 Stockton Delta Water Supply Protect Pipeline—STOCKTON,CA Owner: City of Stockton Contact Person: Melissa Price, Project Manager,City of Stockton Address: 425 N.El Dorado Street, Stockton,CA 95202 Phone Number: 209-937-8212 Design Engineer: CDM Smith,Bruce Corwin 916-567-9900 Equipment Used: Herrenknecht AVN 800 w/Combination Cutter,Soltau RVS 600 w/Soft Ground Cutter Soil Conditions:The soil encountered on this project was a mixture of sand,silt,clay, gravel, and peat ranging from 0' to 30'below the water table. Dewatering:Perimeter dewatering,and water tight sheet pile shafts constructed"in the wet"were used for dewatering on this project. Viking Drilling installed the perimeter dewatering wells required for this project. Project Description: This project consisted of seven drives totaling 3,221 LF.The project included three drives of 54"I.D. RCCP,two drives of 36"I.D. RCCP, and two drives that utilized the two-pass method using 70"O.D. Steel Casing w/54"I.D. WSP Carrier. Intermediate jacking stations were installed and used on two drives. Drive 1 143 LF 54"ID RCCP Drive 2 1,017 LF 54"ID RCCP Drive 3 915 LF 54"ID RCCP Drive 4 390 LF 36"ID RCCP Drive 5 256 LF 36"ID RCCP Drive 6 250 LF 70"OD Casing w/54"WSP Drive 7 250 LF 70"OD Casing w/54"WSP Project Superintendent: Eric Krisman Microtunnel Machine Operators: Roger Skog,Kirk Randles Site Safety Representative: Brian McCahon Contract Amount: $12,420,823.99 Change Order Amount: $2,076,823.99 Start Date: 07/10 Planned Completion Date: 7/11 Actual Completion Date: 9/11 Project No.44 Penmar Water Oualitv Improvement Proiect Phase 1 —LOS ANGELES,CA Owner:City of Los Angeles Contact Person: Anagh Mamduparkar Address: 200 N Spring St, Rm 355, Los Angeles, CA 90012 Phone Number: 951-830-9084 Design Engineer: Owner Equipment Used:Iseki 800 w/Soft Ground Cutter Soil Conditions: Loose sandy material. Dewatering:Dewatering was performed at the jacking and reception shafts. Sheets were driven to keep the shafts dry.Wells were added to the initial design due to the quantity of groundwater. Project Description: This project consisted of one 42" OD drive(42" OD Permalok Steel Casing). It was 140LF. Project Superintendent: Curtis Verkest Microtunnel Machine Operators: John Foote Site Safety Representative:Nick Norton Contract Amount: S243,610.58 Change Order Amount: S6,500.58 Start Date: 01/11 Planned Completion Date: 02/11 Actual Completion Date: 02/11 Project No.45 Sacramento Railyards Relocation Proiect—SACRAMENTO,CA Owner: City of Sacramento,915 I Street,Room 2000, Sacramento,CA 95814 Contact Person:Jon Blank,City Project Manager Address: 915 1 Street,Room 2000,Sacramento,CA 95814 Phone Number: 916-808-7914 Design Engineer: City of Sacramento,Bill Zehnder 916-808-1910 Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: The soil encountered on this project was mostly silty sand with small amounts of sandy silt and poorly graded sand. Dewatering:No groundwater was encountered on this project. Project Description: This project consisted of a single microtunnel drive of 157 LF underneath active UPRR and RT tracks utilizing 61.5"OD Permalok steel casing at a maximum depth of 18' below existing grade. Project Superintendent: Robert O'Rourke Microtunnel Machine Operator: Roger Skog Site Safety Representative: Brian McCahon Original Contract Amount: $474,759.90 Change Order Amount: S 0.00 Start Date: 10/11 Planned Completion Date: 11/11 Actual Completion Date: 11/11 Project No.46 1-5 Carmenita Road Interchange Proiect—LA MIRADA,CA Owner: Chevron Pipeline Co. Contact Person:Don Caswell,Construction Manager Address:4800 Fournace Place,Bellaire,TX, 77401 Phone Number: 713-432-6000 Design Engineer: EDM Services,Joe Weiss 805-527-3300 Equipment Used: Iseki TCC 800 w/Soft Ground Cutter Soil Conditions: The soil encountered on this project was a mixture of clay,sand,silt, and a small amount of gravel. Dewatering: This project was dewatered using a combination of a sheet pile jacking shaft,perimeter dewatering wells,and internal dewatering wells. Project Description: This project consisted of a two microtunnel drives of 326 LF each underneath I-5 utilizing 36"OD welded steel casing at a maximum depth of 30' below existing grade. Project Superintendent: John Foote Microtunnel Machine Operator: Roger Skog/John Foote Site Safety Representative:Nick Norton Original Contract Amount: S959,356 Change Order Amount: S 12,590 Start Date:01/12 Planned Completion Date: 03/12 Actual Completion Date: 03/12 Project No.47 Conduit 151—DENVER,CO Owner: Denver Water Contact Person:Doug Raitt Address: 1600 West 12th Avenue, Denver, CO 80204 Phone Number: 303-628-6426 Design Engineer: Owner Equipment Used: Herrenknecht AVN800 w/Soft Ground Cutter Soil Conditions: The soil encountered on this project was mostly sand with embedded clay. Dewatering: The shafts were dewatered using pumps by Reynolds, Inc. Project Description: This project consisted of two microtunnel drives: one of 325LF and the other 916LF underneath active UPRR tracks and I-70 roadway,utilizing 42"OD Permalok steel casing at a maximum depth of 35' below existing grade. An intermediate jacking station was installed and used. Project Superintendent: Greg Gaines/Jeff Rager Microtunnel Machine Operator: Kirk Randles Site Safety Representative: Greg Gaines Original Contract Amount: S1,418,747 Change Order Amount: S14,166 Start Date: 2/12 Planned Completion Date:4/12 Actual Completion Date:4/12 Project No.48 Santa Monica Low Flow Diversion—SANTA MONICA,CA Owner: City of Los Angeles Contact Person:Hector Arias Address: 1149 S.Broadway, Los Angeles,CA 90015 Phone Number: 213-482-7030 Design Engineer: Psomas Equipment Used: Soltau RVS600 Soil Conditions: The soil encountered on this project was mostly silty sand and some gravels. Dewatering:The shafts were dewatered using pumps by the General Contractor. Project Description: This project consisted of one microtunnel drive: 601-F underneath a channel on the beach (tidal influences),utilizing 60"OD Permalok steel casing at a maximum depth of 20' below existing grade. Project Superintendent: Roger Skog Microtunnel Machine Operator: Roger Skog Site Safety Representative: Mark Chamberlain Original Contract Amount: S389,565 Change Order Amount: S 0.00 Start Date: 3/12 Planned Completion Date:4/12 Actual Completion Date:4/12 Project No.49 Raw Water Intake&Main—THOMASVILLE,AL Owner: City of Thomasville, AL Contact Person: Tony Reid,CM(Goodwyn,Mills,Cawood) Address: 2660 East Chase Lane,Ste 200,Montgomery, AL 36117 Phone Number: 334-271-3200 Design Engineer: GMC,Euel Screws 334-271-3200 Equipment Used: Iseki TCC 600 Soil Conditions: The soil encountered on this project was mostly marl(hard clay). Dewatering: The shaft was a sunken concrete caisson that did not require dewatering. Project Description: This project consists of one microtunnel drive: 255LF with a water retrieval,utilizing 30"OD Permalok steel casing at a maximum depth of 80' below existing grade. Project Superintendent: Jeff Rager Microtunnel Machine Operator:John Foote Site Safety Representative:John Foote Original Contract Amount: S486,912 Change Order Amount: S 0.00 Start Date: 5/12 Planned Completion Date: 6/12 Actual Completion Date: 6/12 Project No.50 Santa Ana River Interceptor-Vorba Linda Spur—VORBA LINDA,CA Owner: Orange County Public Works Contact Person:Tim White(MWH,PM) Address: 300 North Flower Street,Santa Ana,CA Phone Number: 303-332-7089 Design Engineer: Hatch Mott MacDonald,Rory Ball 925-469-5341 Equipment Used: Herrenknecht AVN 160OTB MTBM with airlock capability Soil Conditions: The soil encountered on this project was mostly sandy soil with cobbles. Dewatering: The project utilized Secant Pile Shafts with Tremie-Plugs. The Launch Shaft did not require dewatering. Reception Shaft required substantial dewatering effort due to granular soils with high groundwater. Machine was recovered under 25 feet of head water pressure. Project Description: This project consists of one microtunnel drive: 791 LF under a biologically-sensitive riverbed, utilizing 77"OD steel casing at a maximum depth of 40' below existing grade. One IJS was deployed.This case and carry tunnel contained(2) 12-inch and(1) 16-inch HDPE force mains with annular grout backfill. Project Superintendent: Greg Gaines/Roger Skog Microtunnel Machine Operator: Kirk Randles/Holger Bardo Site Safety Representative:Jeff Anderson/Mark Chamberlain Original Contract Amount: S 2,118,175 Change Order Amount: S 0.00 Start Date: 5/12 Planned Completion Date: 8/12 Actual Completion Date: 8/12 Project No.51 42"Waterline Alonp,Hillcroft—HOUSTON,TX Owner: City of Houston,Texas Contact Person: Arthur Morris,Project Manager Address: 611 Walker,Houston,TX 77002 Phone Number: 832-395-2317 Design Engineer: Lockwood, Andrews&Newman Equipment Used: Soltau RVS600AS MTBM Soil Conditions: The soils encountered were mainly dense clay. Dewatering:The dewatering was accomplished with a sump pump located in the jacking shaft. Project Description: This project consisted of a single tunnel drive of 325 LF of 60"diameter Permalok Steel Casing Pipe under a highway and active UPRR railroad tracks. The tunnel drive was approximately 15 feet below existing grade. Project Superintendent: Jeff Rager Microtunnel Machine Operator: Roger Skog Site Safety Representative: Roger Skog Original Contract Amount: S 597,429 Change Order Amount: $ 0.00 Start Date: 9/12 Planned Completion Date: 10/12 Actual Completion Date: 10/12 Project No.52 Euclid Creek Tunnel—CLEVELAND,OH Owner: Northeast Ohio Regional Sewer District Contact Person: Ron Lawson,Project Manager Address: 3900 Euclid Ave.,Cleveland,OH 44115 Phone Number: (216) 881-6600 Design Engineer: Hatch Mott MacDonald,David Servidio 973-379-3400 Equipment Used: Herrenknecht AVN800 MTBM Soil Conditions: The soils encountered were mainly clay and some glacial formations. Dewatering: The dewatering was accomplished with a sump pump located in the jacking shaft. Project Description: This project consisted of three 42"diameter drives of 6291-F, 845LF and 629LF installing Hobas pipe. One US was deployed in the 845LF drive. The drives were approximately 20-25' deep. Project Superintendent: Greg Gaines Microtunnel Machine Operator:John Foote/Roger Skog/Kirk Randles Site Safety Representative: Greg Gaines Original Contract Amount: S 3,126,340 Change Order Amount:-S616,589 Start Date: 6/12 Planned Completion Date: 10/12 Actual Completion Date: 10/12 Project No.53 Citywide Sewer Rehab/Water-Wastewater Conversion—PITTSBURG,CA Owner: City Pittsburg,CA Contact Person: Gina Haynes(City Civil Engineer) Address: 65 Civic Avenue,Pittsburg,CA 94565 Phone Number: (925) 252-4930 Design Engineer: Brown&Caldwell,Eric Petrel 925-210-2471 Equipment Used: Iseki TCC600 MTBM Soil Conditions: The soil encountered on this project was mostly bay mud,clays and sand. Dewatering: A high groundwater table was present on this project. Sheet pile shafts were constructed for both the launch shaft and the reception shaft and perimeter dewatering was necessary for the duration of shaft construction and tunneling. Project Description: This project consisted of a single tunnel drive of 245 LF with 24"ID VCP. Shafts were approximately 30 to 35 feet deep. Tunneling occurred beneath the Pittsburg Marina with approximately 10 feet of cover beneath marina floor. The project had extremely tight work areas in a residential neighborhood with launch and reception shafts located between houses. Project Superintendent: John Foote Microtunnel Machine Operator:Roger Skog Site Safety Representative:John Foote Original Contract Amount: S 307,250 Change Order Amount: S 0.00 Start Date: 3/13 Planned Completion Date:4/13 Actual Completion Date:4/13 Project No.54 DIA STRP EWP B Storm Sewer—DENVER,CO Owner: City&County of Denver,Colorado Contact Person: John Todd(Kiewit, PM) Address: 24735 E 751h Ave., Suite 104,Denver,CO 80249 Phone Number: (303)981-8058 Design Engineer: KDG Engineering,Stan Kobayashi 720-420-9069 Equipment Used: Herrenknecht AVN1500TB MTBM Soil Conditions: The soil encountered on this project was mostly stiff to very stiff sandy clay. Dewatering: Groundwater was not present on this project. Beam and Plate shafts were constructed for both the Launch Shaft and the Reception Shaft. Tunnel was launched at a depth of 18 feet below grade and was recovered at a depth of 50 feet below grade. Project Description: This project consisted of a single tunnel drive of 1,593 LF of 66"ID RCP. Two US stations were utilized on this drive. The project also involved the construction of shafts as well as a new structure to tie into an existing 102"Strom Sewer. Work was performed adjacent to the DIA Main Terminal beneath heavily trafficked roads. Tunneling activities occurred near critical FAA Communication Cables and an active 102"ID Storm Sewer. Project Superintendent:Jeff Rager Microtunnel Machine Operator:Roger Skog/John Foote/Oliver Jackmoth Site Safety Representative:Jeff Rager/John Foote Original Contract Amount: S 4,222,690 Change Order Amount:S 163,526 Start Date: 9/12 Planned Completion Date:4/13 Actual Completion Date: 1/14 Project No.55 Whitewood Gravity Sewer—MURRIETA,CA Owner: Eastern Municipal Water District Contact Person: Erick Jorgensen Address: 2270 Trumble Road,Perris,CA 92570 Phone Number: (951)928-3777 Design Engineer: Hunsaker&Associates,John Gass 949-583-1010 Equipment Used: Iseki TCC800 MTBM w/Soft Ground Head and Iseki TCS900 w/Combination Head Soil Conditions: The soils encountered on this project were alluvial deposits with bedrock intrusions,and gabbro rock. Tunneling was performed beneath Interstate 215,environmentally sensitive open areas and residential streets. Dewatering:Up to 15 feet of groundwater head was encountered on this project. CMP circular shafts were constructed for both the launch shafts and the reception shafts and minimal nuisance dewatering was performed at the shafts. Project Description: Five individual tunnel drives totaling 1,580 LF of 38.5"OD Permalok Steel Casing Pipe w/ 21.5"OD VCP carrier pipe,ranging in length from 155 LF to 540 LF. Shafts were approximately 10 to 20 feet deep. Project Superintendent: John Foote Microtunnel Machine Operator:John Foote/Tony Foote Site Safety Representative: Mark Chamberlin Original Contract Amount: S 2,048,275 Change Order Amount: -S48,615.00 Start Date: 9/13 Planned Completion Date: 4/14 Actual Completion Date:4/14 Project No.56 Enelewood Avenue Little Cuvahoga Interceptor—AKRON,OH Owner: City of Akron,OH Contact Person: Mike Wytrzyszczewski Address: 166 South High Street,Akron,OH 44308 Phone Number: (330)375-2355 Design Engineer: GPD Group, Gene Hill 330-572-2100 Equipment Used: Soltau RVS600AS MTBM w/Soft Ground Cutter and Combination Cutter Soil Conditions: The soils encountered on this project were fine to course sand,with silts,clays and gravel. At the eastern-end of the project,soils transitioned to medium hard sandstone bedrock. Dewatering: Up to 15 feet of groundwater head was encountered on this project. Sheet Pile shafts were constructed for both the launch shafts and the reception shafts and perimeter dewatering was necessary for the duration of the work. Project Description: This project consisted of four individual tunnel drives totaling 2,800 LF of 57"ID Hobas, ranging in length from 507 LF to 1,025 LF. Five IJS' were deployed. Shafts were approximately 20 to 33 feet deep. Project Superintendent: Greg Gaines/Jeff Rager Microtunnel Machine Operator:John Foote/Kirk Randles Site Safety Representative: Jeff Rager Original Contract Amount: $ 2,813,106 Change Order Amount: -$710,873 Start Date: 9/13 Planned Completion Date: 2/14 Actual Completion Date: 8/14 Project No.57 Pacific Gas&Electric Line L-107 Replacement—FREMONT,CA Owner: Pacific Gas&Electric Company Contact Person: Sean Dearborn Address: 6121 Bollinger Canyon Road, San Ramon,CA 94583 Phone Number: (925)330-3234 Design Engineer: Bennett Trenchlesss,Dave Bennett 916-768-8906 Equipment Used: Iseki TCC600 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered on this project were medium to firm lean clay throughout the majority of the alignment with silty sands near the top of the tunnel horizon. Dewatering: Approximately 10 feet of groundwater head was encountered on this project. At the first location, slide rail shafts with perimeter dewatering were used. At the second location secant pile shafts with supporting grout columns were constructed for both the launch shaft and the reception shaft since perimeter dewatering was not permitted at those locations. Project Description: This project consisted of two microtunnel drives totaling 591 LF of 36"OD x 0.75"steel casing. Shafts were approximately 25 to 32 feet deep.The work areas were along the heavily trafficked Auto Mall Parkway in Fremont,CA. Project Superintendent: Jeff Rager Microtunnel Machine Operator:John Foote/Tony Foote Site Safety Representative: Mark Chamberlin Original Contract Amount: $ 780,520 Change Order Amount: $0.00 Start Date:6/14 Planned Completion Date: 9/14 Actual Completion Date: 9/14 Project No.58 Santa Monica Bay Low Flow Diversion Upgrades Phase 2—SANTA MONICA,CA Owner: City of Los Angeles,CA Contact Person: Andy Flores Address: H 49 South Broadway#300,Los Angeles,CA 90015 Phone Number: (213)485-4496 Design Engineer: Psomas, Sean Diaz 213-223-1400 Equipment Used: MTS 1500 MTBM w/Combination Cutter Soil Conditions: The soils encountered on this project were beach deposits with silty sands,gravel, cobbles. The work area was tight along Highway 1 (Pacific Coast Highway). Dewatering:The groundwater table was approximately at the springline of the tunnel. One IJS was deployed. Secant pile shafts with supporting grout columns were constructed for both the launch shaft and the reception shaft as perimeter dewatering was not permitted. Project Description: Single microtunnel drive totaling 846 LF of 60"OD Permalok Steel Casing Pipe w/48" Hobas carrier pipe. Shafts were approximately 18 to 20 feet deep. Project Superintendent:Jeff Rager Microtunnel Machine Operator: John Foote/Roger Skog/Steve Malm Site Safety Representative: Mark Chamberlin/Jeff Rager Original Contract Amount: $2,0201,000 Change Order Amount: $22,894.00 Start Date: 10/14 Planned Completion Date: 03/15 Actual Completion Date: 03/15 Project No.59 Carlsbad Desalination Pipeline—CARLSBAD,CA Owner: Poseidon Resources,LP Contact Person: Peter MacLaggan Address: 5375 Avenida Encinas,Carlsbad, CA 92008 Phone Number: (760)597-7996 Design Engineer: Tetra Tech,Steven Tedesco 949-809-5000 Equipment Used: MTS 1850 MTBM w/Combination Cutter Soil Conditions: The soils encountered consisted primarily of sandstone/siltstone with occasional pockets of sandy silts. Dewatering:No dewatering was required on this project. A watertight jacking shaft was constructed that is a mixture of secant piles,ring beams,rock bolts,and shotcrete. Project Description: This project consisted of a single microtunnel drive of 780 LF of 78"OD Permalok Steel Casing Pipe.Two IJS'were deployed and used. This project required a 17' diameter jacking shaft that was 71' deep. Retrieval of the MTBM on this project was completed inside a liner plate tunnel. Project Superintendent: Peter Turnbull/Jim Gerace Microtunnel Machine Operator: Roger Skog/Steve Malm Site Safety Representative: Mark Chamberlin Original Contract Amount: $2,082,750 Change Order Amount:-$30,156.00 Start Date: 12/14 Planned Completion Date: 04/15 Actual Completion Date: 05115 Project No.60 Newport Force Main Rehabilitation—NEWPORT BEACH,CA Owner: Orange County Sanitation District Contact Person:Mike Bock Address: 10844 Ellis Avenue,Fountain Valley,CA 92708 Phone Number: (714)593-7714 Design Engineer: Brown&Caldwell,Mark Briggs 714-689-4802 Equipment Used: Iseki TCS900 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered consisted primarily of siltstone/sandstone bedrock with occasional mixed face conditions consisting of granular soil (marine sediment)with some gravel. The work area was tight down the center of Highway 1 (Pacific Coast Highway)near Newport Blvd. Dewatering: Up to 14 feet of groundwater head was encountered on this project. A beam and plate shafts was constructed for the Launch Shaft and perimeter dewatering around the shaft was required. Project Description: A single microtunnel drive of 700 LF of 42"OD Permalok Steel Casing Pipe w/32" HDPE carrier pipe.One IJS was deployed. Shafts were approximately 18 to 20 feet deep. Project Superintendent: Jeff Rager Microtunnel Machine Operator:John Foote/Roger Skog Site Safety Representative:Jeff Rager Original Contract Amount: S 2,239,800 Change Order Amount: $31,622.00 Start Date: 0 1/15 Planned Completion Date: 05/15 Actual Completion Date: 05/15 Project No.61 Annual Main Line Repairs by Microtunneling—IMPERIAL BEACH,CA Owner: City of Imperial Beach Contact Person: Vicki Madrid Address: 625 Imperial Beach Boulevard,Imperial Beach,CA 91932 Phone Number: (619)423-8311 Design Engineer: Tran Consulting Engineers,Sami Sweis 619-563-7650 Equipment Used: Iseki TCZ300 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered consisted primarily of medium dense silty sand,firm silty clay. Dewatering: Up to 10 feet of groundwater head was found on this project. Trench shield shafts were constructed for both the launch shafts and the reception shaft and perimeter dewatering around the shafts was required. Project Description: This project consisted of a single microtunnel drive with 16"OD Permalok Steel Casing Pipe of 165LF. Shafts were approximately 25 feet deep. Project Superintendent: Jeff Rager Microtunnel Machine Operator: Tony Foote Site Safety Representative:Jeff Rager Original Contract Amount:$ 183,000 Change Order Amount: S4,100.00 Start Date: 04115 Planned Completion Date: 04115 Actual Completion Date: 04115 Project No.62 NSU Storm Drain Trunk—SAN DIEGO,CA Owner: San Diego County Regional Airport Authority Contact Person: Michael Slawson Address: 3225 N.Harbor Drive,San Diego,CA 92101 Phone Number: (619)400-2400 Design Engineer: Kimley-Horn&Associates,Sam McWhorter 619-234-941 1 Equipment Used: Iseki TCC800 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered consisted primarily of tight sand with occasional pockets of sandy silts. Dewatering:Perimeter dewatering was required on this project. Shafts consisted of both sheet pile shoring for the launch shaft and a conventional trench shield for the retrieval shaft. Project Description: This project consisted of a single microtunnel drive of 566 LF of 42"OD Permalok Steel Casing Pipe. This project required a 30' x 16' sheet pile launch shaft that was approximately 20'deep. Retrieval of the MTBM on this project was accomplished through a small trench shield on the other side of the active taxiway. Project Superintendent:Jim Gerace Microtunnel Machine Operator:John Foote Site Safety Representative:Mark Chamberlin Original Contract Amount: S 799,480 Change Order Amount: S0.00 Start Date: 07/15 Planned Completion Date: 08/15 Actual Completion Date: 08/15 Project No.63 Noble Gulch Trunkline Relocation Protect—CAPITOLA,CA Owner: Santa Cruz County Sanitation District Contact Person: Shaun Deyhim Address: 701 Ocean Street,Room 410,Santa Cruz,CA 95060 Phone Number: (83 l)454-2809 Design Engineer: Carollo,Keith Corcoran 916-565-4888 Equipment Used: Iskei TCS900 MTBM w/Combination Cutter Soil Conditions: The soils encountered consisted of silty sands and weathered bedrock well below the groundwater table. Dewatering:Up to 15 feet of groundwater head was found on this project. Beam and plate shafts were constructed for both the launch shafts and the reception shafts and perimeter dewatering around the shafts was required. Project Description: This project included four microtunnel drives totaling 1,800 LF of 42"OD Permalok Steel Casing Pipe w/ 15"HDPE Carrier Pipe. Drive lengths varied from 240LF to 820LF. This project required shafts between 14' and 40' deep. Extremely tight work areas within existing mobile home communities. One IJS was deployed.One reach was beneath Hwy 1 (Pacific Coast Highway),a heavily trafficked scenic highway in Northern California. Project Superintendent: Jeff Rager Microtunnel Machine Operator: Tony Foote/John Foote Site Safety Representative:Jeff Rager Original Contract Amount: S 2,148,575 Change Order Amount: S-10,279 Start Date: 05115 Planned Completion Date: 10/15 Actual Completion Date: 10115 Project No.64 Bintliff,Eppes and Frawley Forcemain Replacement—HOUSTON,TX Owner: City of Houston Contact Person: Akhter Hussain Address: 611 Walker 15'h Floor, Houston,TX 77002 Phone Number: (832)395-2294 Design Engineer: CH2M Hill,Robert Thompson 281-721-8536 Equipment Used: Iseki TCC600 MTBM w/Soft Ground Cutter&Iseki TCC800 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered consisted primarily of stiff fat clay below the groundwater table. Dewatering:Perimeter dewatering was required on this project. Shafts were constructed using a combination of slide rail shoring and conventional trench shields for both Launch and Receiving Shafts. Project Description: This project consisted of five separate tunnel drives totaling 2,180 LF of 30"OD Hobas and one tunnel drive of 355 LF of 42"OD Permalok Steel Casing with 30"carrier pipe. Drive lengths ranged from 210 LF to 570 LF. Shafts were approximately 20 to 30 feet deep. Project Superintendent: Peter Turnbull Microtunnel Machine Operator: Peter Turnbull/Nick Cashdollar Site Safety Representative:Peter Turnbull Original Contract Amount: S 1,645,135 Change Order Amount: S89,787 Start Date: 06/15 Planned Completion Date: 01/16 Actual Completion Date: 01/16 Project No.65 Pacific Gas&Electric Line L-132B Martin Substation Relocation—DALY CITY,CA Owner: Pacific Gas&Electric Company Contact Person: Cesar Ureno Address: 6121 Bollinger Canyon Road, San Ramon,CA 94583 Phone Number: (925)324-4279 Design Engineer: PG&E Ben Tai(BCTO @Pge.com ) Equipment Used: Iseki TCC500 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered on this project consisted primarily of silty clays and sands throughout the majority of the alignment through the tunnel horizon. Dewatering:The tunnels were completed from 5-15 feet beneath the groundwater table. All shafts will were constructed with the steel sheet piles with perimeter and sump dewatering. Project Description: This project consisted of three microtunnel drives totaling 1,100 LF of 24"OD sacrificial steel casing that was displaced with the permanent 24"gas pipeline. Shafts were 18 to 35 feet deep.All tunnels were installed inside an existing PG&E Electrical Substation facility with several critical utilities in very close proximity to the tunnel horizon. Project Superintendent: Peter Turnbull/John Foote Microtunnel Machine Operator: Tony Foote/Nicholas Cashdollar Site Safety Representative:Brian McCahon Original Contract Amount: $ 1,487,000 Change Order Amount: $118,210 Start Date:4/16 Planned Completion Date: 6/16 Actual Completion Date: 6/16 Project No.66 Arden Road 36-Inch Transmission Pipeline&Pump Station Improvements—AMARILLO,TX Owner: City of Amarillo Contact Person: Trent Davis Address: P. O. Box 1971,Amaraillo,TX 79105 Phone Number: (806) 378-3029 Design Engineer: HDR,Inc., Lance Ferland(972)960-4400 Equipment Used: NITS 1500 MTBM w/Soft Ground Cutter Soil Conditions: The soils expected to be encountered on this project are dry clay throughout the tunnel horizon. Dewatering:No dewatering is expected on the project as the tunnel is above the water table. Both shafts will likely be built with the use of trench shields. Project Description: This project consists of the microtunneled installation of approximately 421 linear feet of 36- inch diameter welded steel carrier pipe inside 60" Permalok Steel casing in a single drive. Project Superintendent: Peter Turnbull Microtunnel Machine Operator:Nicholas Cashdollar Site Safety Representative: Peter Turnbull Original Contract Amount: $487,188 Change Order Amount: $0.00 Start Date: 8/16 Planned Completion Date: 9/16 Actual Completion Date: 9/16 Project No.67 San Juan Creek 30-Inch ETM Replacement—SAN JUAN CAPISTRANO,CA Owner: Moulton Niguel Water District Contact Person:Rod Woods,P.E. Address: 26161 Gordon Road,Laguna Hills, CA 92653 Phone Number: (949)425-3547 Design Engineer: Dudek,Russel Bergholz,P.E.,(760)479-4107 Equipment Used: Iseki TCS900 MTBM w/Mixed Ground Cutter Soil Conditions: The soils expected on this project consist primarily of dense silty sand, clayey sand, and gravel approximately 30' below the groundwater table. Dewatering: Dewatering on this project will not be required due to the installation of auger drilled CMP shafts. Sump pumps will be used to remove any nuisance groundwater or slurry that enters the shafts. Project Description: This project consists of a single microtunnel drive of 300 LF of 48"OD Permalok Steel Casing with 30"PVC carrier pipe.This project also includes the installation of a 50'deep 21'ID auger drilled CMP jacking shaft,a 50' deep 14'ID auger drilled CMP reception shaft, and approximately 2001f of open-cut installation of 30"PVC. Project Superintendent: Jeff Rager Microtunnel Machine Operator:John Foote/Tony Foote Site Safety Representative:Jeff Rager/Mark Chamberlin Original Contract Amount: $3,016,680 Change Order Amount:N/A Start Date:2/16 Planned Completion Date: 10/16 Actual Completion Date: 10/16 Project No.68 WISE Water Connection—PARKER,CO Owner: Stonegate Village Metropolitan District Contact Person: Steve Olson Address: 1 7995 E. Prentice Avenue, Suite 103E,Greenwood Village,CO 801 1 1 Phone Number: (303) 858-9909 Design Engineer: TST Infrastructure, LLC., Adam Monchak(303)799-5197 Equipment Used: Iseki TCC800 MTBM w/Soft Ground Cutter Soil Conditions: The soils expected to be encountered on this project consist primarily of clayey sands and silty sands throughout the majority of the alignment through the tunnel horizon. Dewatering:No dewatering is expected on the project as the tunnel is above the water table. Both shafts will likely be built with the use of trench shields. Project Description: This project consists of the microtunneled installation of approximately 646 linear feet of 20- inch diameter ductile iron carrier pipe inside 38"Permalok Steel casing in a single drive. Project Superintendent: Andy Craven Microtunnel Machine Operator:John Foote Site Safety Representative: John Foote Original Contract Amount: S 723,248 Change Order Amount: S3,952 Start Date: 9/16 Planned Completion Date: 10/16 Actual Completion Date: 10/16 Project No.69 Valero Terminal Island Freeway Crossing—WILMINGTON,CA Owner: Valero(California Spectra Instrumentation) Contact Person: John Young Address: 21818 S.Wilmington Ave, Ste.402,Carson,CA 90810 Phone Number: (424)201-1494 Design Engineer: SPEC Services,Robert Randig(714)963-8077 Equipment Used: Iseki TCC800 MTBM w/Soft Ground Cutter Soil Conditions: The soils expected to be encountered on this project consist primarily of silty sand approximately 5 feet below the groundwater table along the alignment of the tunnel horizon. Dewatering: Conventional dewatering will be performed,as the shafts for the microtunneling will be approximately 12 feet deep and will be constructed using interlocking sheet piling. Sumping of nuisance water within the shafts will also be performed. Project Description: This project consists of a single microtunnel drive totaling 160 LF of42"OD welded steel casing that will carry several (10)sub-casings and various product carrier pipes from 6"to 14"diameter. The tunnel is being installed beneath the Terminal Island Freeway in Valero's Refinery in Southern California. Microtunneling is being used due to the high VOCs in the soils. Project Superintendent:John Foote Microtunnel Machine Operator:John Foote/Tony Foote Site Safety Representative: Sean Moyna Original Contract Amount: S 450,200 Change Order Amount: S0.00 Planned Start Date: 10/16 Planned Completion Date: I I/16 Actual Completion Date: 11/16 Project No.70 I-5 Widening Segment 2 Pipeline Relocation Project—LA MIRADA,CA Owner: Chevron Pipe Line Company Contact Person:Don Caswell Address: 2600 Homestead Place,Ranch Dominguez,CA 90220 Phone Number: (661)477-1073 Design Engineer: EDM Services,Brian Payne(805)527-3300 Equipment Used: Iseki TCC600 MTBM w/Soft Ground Cutter Soil Conditions: The soil conditions consisted of soft to very stiff clays and medium dense sands in the vicinity of the groundwater table. Dewatering: Interlocking sheet pile shafts and perimeter dewatering wells were used. Depths of shafts were approximately 22 feet. Sumping of nuisance water within the shafts was also performed. Project Description: This project consisted of a two parallel microtunnel drive totaling 600 LF of 36"OD welded steel casing. The tunnels were installed underneath a heavily travelled section of interstate 5 in Southern California. Project Superintendent:John Foote Microtunnel Machine Operator:John Foote Site Safety Representative: Sean Moyna Original Contract Amount: $ 1,147,174.00 Change Order Amount: $60,000.00 Start Date: 1/17 Planned Completion Date: 4/17 Actual Completion Date: 4/17 Project No.71 Pacific Gas&Electric Line L-153 1-880 Crossing Replacement—NEWARK,CA Owner: Pacific Gas&Electric Company Contact Person: Robert Hartsock Address: 6121 Bollinger Canyon Road,San Ramon, CA 94583 Phone Number: (626) 523-9751 Design Engineer: Bennett Trenchless,Mary Neher(916)294-0095 Equipment Used: Iseki TCC600 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered on this project consisted primarily of clay approximately 5 feet below the groundwater table along the alignment of the tunnel horizon. Dewatering: Conventional dewatering was not allowed,so shafts for the microtunneling were approximately 36 feet deep and were constructed using watertight methods. Cutter Soil Mix/Jet Grout shafts were used;40-ft Diameter Jacking Shaft and 35-ft Diameter Reception Shaft. Sumping of nuisance water within the shafts was also performed. Project Description: This project consisted of a single microtunnel drive totaling 380 LF of 30"OD sacrificial steel casing that was displaced with the permanent 30"gas pipeline. The tunnel was installed underneath a heavily travelled section of Interstate 880 in Northern California. Project Superintendent: John Foote Microtunnel Machine Operator: Tony Foote Site Safety Representative: Brian McCahon Original Contract Amount: S 861,000 Change Order Amount: S314,946.00 Planned Start Date: 1/17 Planned Completion Date: 3/17 Actual Completion Date:4/17 Project No.72 Family Entertainment Zone Infrastructure Improvements Phase 1—MANTECA,CA Owner: City of Manteca Contact Person: Greg Showerman Address: 1001 West Center Drive,Manteca, CA 95337 Phone Number: (209)456-8400 Design Engineer: NV5 Inc.,Justin Peterson(209)239-9080 Equipment Used: Iseki TCC800 MTBM w/Soft Ground Cutter&MTS 1650 MTBM w/Soft Ground Cutter Soil Conditions: The soils expected to be encountered on this project consist primarily of silt, sand and clay below the groundwater table along the alignment of the tunnel horizon. Dewatering: Conventional dewatering will be performed at the shaft locations,as the shafts for the microtunneling will be approximately 20-25 feet deep and will be constructed using a combination of slide rail and interlocking sheet piling. Sumping of nuisance water within the shafts will also be performed. Project Description: This project consisted of a single tunnel drive of 315 LF of 78" Permalok Casing with 48" RCP Carrier;and a single drive of 300 LF of 42" Permalok Casing with 18"DIP Carrier. The two tunnels were installed beneath California Highway 120. Project Superintendent:John Foote Microtunnel Machine Operator:Tony Foote Site Safety Representative: Sean Moyna Original Contract Amount: S 1,504,975 Change Order Amount: S0.00 Start Date: 2/17 Planned Completion Date: 5/17 Actual Completion Date: 5/17 Project No.73 Little Dry Creek Interceptor Improvements BP 1A—WESTMINSTER,CO Owner: City of Westminster Contact Person: Stephanie Bleiker Address: 4800 West 92nd Avenue,Westminster,CO 80031 Phone Number: (303)658-2172 Design Engineer: HDR,Matt Gough(970)416-4408 Equipment Used: Iseki TCC600 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered on this project consisted primarily of silt and sand below slightly the groundwater table. Dewatering: Conventional dewatering was not necessary. Shafts for the microtunneling were a combination of Trench Shields and Sheet Piles approximately 16 feet deep. Project Description: This project consisted of two separate tunnel drives beneath active BNSF railroad tracks totaling 200 LF of 30" Permalok Casing with either 16"or 18" PVC Carrier Pipes. One of the reaches is 60 LF carrying a new 16"waterline and the other reach is 140 LF carrying a new 18"gravity sewer. Project Superintendent:John Foote Microtunnel Machine Operator:John Foote Site Safety Representative: Brian McCahon Original Contract Amount: $ 377,270 Change Order Amount: S102,398.00 Planned Start Date: 5/17 Planned Completion Date: 7/17 Actual Completion Date: 7/17 Project No.74 16-09DB Lift Station 87 Phase I Microtunnelina Project—SARASOTA,FL Owner: City of Sarasota Contact Person:David Boswell Address: 1565 First Street,Room 205, Sarasota,FL 34236 Phone Number: (941)926-6448 Design Engineer: McKim&Creed,Robert Garland(941) 379-3404 Equipment Used: MTS 1500 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered on this project consisted primarily of lagoonal deposits containing silty clays and sands throughout the majority of the alignment through the tunnel horizon. Dewatering:No perimeter dewatering is allowed on the project. There was approximately 20 feet of groundwater head encountered on this project. All shafts will be built with water-tight steel sheet piles with Bumping. Project Description: This project consisted of the microtunneled installation of approximately 1,350 linear feet of 36-inch diameter gravity mains inside 60" Permalok Steel casing in two separate drives. There were deep shafts, demolition work,portions of open cut pipeline construction and substantial traffic control as well. Project Superintendent: Peter Turnbull Microtunnel Machine Operator:Nicholas Cashdollar Site Safety Representative: Peter Turnbull Original Contract Amount: $ 7,731,038 Change Order Amount: $199,882.00 Start Date: 7/16 Planned Completion Date: 8/17 Actual Completion Date: 8/17 CURRENT PROJECTS Project No.75 Pacific Gas& Electric R-349 L-101 San Francisquito Creek—PALO ALTO,CA Owner: Pacific Gas&Electric Company Contact Person:Jose Quintero Address: 6121 Bollinger Canyon Road, San Ramon,CA 94583 Phone Number: (925)407-7943 Design Engineer: PG&E,Joshua Hampton(JQHW@pge.com) Equipment Used: Iseki TCC500 MTBM w/Soft Ground Cutter Soil Conditions: The soils to be encountered on this project consist primarily of silts and sand approximately 15 feet below the groundwater table along the alignment of the tunnel horizon. Dewatering:The tunnel will be completed approximately 15 feet beneath the groundwater table. Both shafts were constructed with steel sheet piles with perimeter and sump dewatering. Project Description: This project consists of a single microtunnel drive totaling 476 LF of 24"OD sacrificial steel casing that will be displaced with the permanent 24"gas pipeline. Shafts were approximately 25 feet deep. The tunnel will be installed underneath an environmentally sensitive waterway known as San Francisquito Creek in Northern California. Project Superintendent: John Foote Microtunnel Machine Operator: John Foote Site Safety Representative: Sean Moyna Original Contract Amount: $ 890,420 Change Order Amount: $0.00 Start Date: 9/17 Planned Completion Date: 10/17 Actual Completion Date:N/A Project No.76 Gilman Drive Public Sewer Improvement—LA JOLLA,CA Owner: University of California,San Diego Contact Person: Roland Bartsch Address: 9500 Gilman Drive,La Jolla,CA 92093 Phone Number: (619)917-7113 Design Engineer: Lattitude 33,Matt Semic(858) 875-1704 Equipment Used: Iseki TCS900 MTBM w/Combination Cutter Soil Conditions: The soils expected to be encountered on the project consist of silty sands and weathered bedrock above the groundwater table. Dewatering: Dewatering is not anticipated. Sumping will be performed if required. The shafts will consist of conventional trench shields at the far ends of the project and Liner Plate&Ring Beam shafts will be constructed for the three launch and reception shafts in the deepest sections in the middle of the project. Project Description: This project consists of four separate microtunnel drives totaling 3,100 LF of42"OD Permalok steel casing with either 2 1"or 24"PVC Sewer carrier piping. The tunnels will be installed at deep, difficult locations within a congested college campus in San Diego. Project Superintendent:Peter Turnbull Microtunnel Machine Operator:John Foote Site Safety Representative: Sean Moyna Original Contract Amount: $ 7,622,000 Change Order Amount: $0.00 Start Date: 9/17 Planned Completion Date: 6/18 Actual Completion Date: N/A Project No.77 Venice Dual Force Main and Pumping Plant Generator Replacement Proiect—MARINA DEL REY,CA Owner: City of Los Angeles Department of Public Works Contact Person: John Haskett Address: 1 149 S.Broadway, Los Angeles,CA 90015 MS-538 Phone Number: (213)485-5864 Design Engineer: City of Los Angeles Wastewater Conveyance Engineering, Abid Chowdhry(213)485-1856 Equipment Used: MTS 1500 MTBM(70"OD)w/Mixed Ground Cutter,MTS 1650 MTBM(70"OD)w/Mixed Ground Cutter&MTS 1850 MTBM(80"OD)w/Mixed Ground Cutter Soil Conditions: The tunnel horizon is expected to be within fine and coarse grained alluvium. In addition, isolated zones and lenses of seashells may exist within the fine and coarse grained alluvium soils and zones and lenses of cobbles are anticipated within the coarse grained alluvium soils. Dewatering: Localized conventional dewatering will be utilized at some shaft locations. Due to the unique nature and alignment of the project,several different shaft construction techniques will be required making this an extremely challenging project. Depths of shafts will range from 15 feet up to as deep as 80 feet. Sumping of nuisance water within the shafts will also be performed. Project Description: This project involves the construction of a new 54-inch diameter force main sewer extending approximately 10,392 linear feet in length,which originates from a newly constructed manifold adjacent to an existing Pumping Plant.From the manifold the alignment will proceed east,then southeasterly and cross beneath the Marina Del Rey and Ballona Creek channels,continue traveling south within Pacific Avenue and ending at the Coastal Interceptor/North Outfall Sewer(CIS/NOS)Junction structure. The majority(- 9,450 LF)of the new 54- inch line will be constructed using microtunneling. Most of the microtunneling will be direct-jacked RCCP and approximately 2,800 LF of 80"Permalok Casing with RCCP Carrier will also be installed. The cut-and-cover construction method will be used for the remaining 900 LF. The project also consists of the demolition of the existing equipment and procurement and installation of new generators,along with ancillary controller,transfer switches,plus exhaust and cooling systems at the Venice Pumping Plant.Two(2)new 750 kW(480 V)generators, and one(1)new 1,500 kW(480 V)generator with complete emissions control systems and fluid storage will be furnished and installed. Project Superintendent:Phil Palomino Microtunnel Machine Operator: Roger Skog,John Foote,Tony Foote Site Safety Representative: Sean Moyna Original Contract Amount: $88,893,730 Change Order Amount: $0.00 Start Date: 1/17 Planned Completion Date: 2/20 Actual Completion Date:N/A 1 CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) CERTIFICATE Pursuant to SB 854 (citing Labor Code Section 1771.1(a)), passed by the California State Senate on June 20, 2014, established a new public works Contractor Registration Program, which requires all contractors and subcontractors bidding and performing work on Public Works Projects to register on an annual basis (each July 1 through June 30 state fiscal year) with the California Department of Industrial Relations (DIR). Currently the annual non-refundable registration fee for Contractors is $300. Each contractor to whom a public works contract has been awarded shall sign the following certificate. DIR FACT SHEET on SB 854 http://www.dir.ca.gov/DLSE/PublicWorks/SB 854FactSheet_6.30.14.pdf DIR's Contractor Registration Link—Call (844) 522-6734 https://efiling.dir.ca.gov/PWCR/ActionSer-vlet?action=displayPWCRegistrationForm DIR's Contractor Registration searchable database: https://efiling.dir.ca.gov/PWCR/Search.action I am aware and will comply with the provisions of Labor Code Section 1771.1(a) which states: "A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded." I furthermore will comply by providing proof of registration with DIR as the primary contractor, as well as for ALL subcontractors at the time of submitting the bid. W. A. Rasic Construction Company, Inc. Contractor B� Walter A. Rasic, Jr., Vice President/Secretary Title Date: Oct. 23, 2017 PWC Registration #: 1000000649 C-15 City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT, FROM WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC 1523 October 19,2017 Notice to All Bidders: Bid opening has changed by 1 week from October 24, 2017, 10:00 AM to October 31, 2017, 10:00 AM. 1. The SAMPLE CONTRACT provided in SECTION D of the project specifications has been changed, specifically Article 19-Liquidated Damages from the SAMPLE CONTRACT has been revised. ORIGINAL ARTICLE 19 ARTICLE 19 - LIQUIDATED DAMAGES. Time is of the essence. If the work is not completed in accordance with Article 2, above, it is understood that the BOARD will suffer damage. It being impractical and infeasible to determine the amount of actual damage, in accordance with Government Code Section 53069.85, it is agreed that the CONTRACTOR will pay the BOARD the sum of Five Hundred Dollars ($2,000) per calendar day for each and every day of delay until work is completed and accepted, as Liquidated Damages and not as a penalty or forfeiture. Liquidated Damages shall be compensation for CONTRACTOR'S delay in completion of the Work and shall not be constructed as a penalty or forfeiture. In the event the same is not paid, the CONTRACTOR further agrees that the BOARD may deduct the amount thereof from any money due or that any become due the CONTRACTOR under the Contract. This Article does not exclude recovery of damages under provisions of the Agreement Documents. REVISED ARTICLE 19 ARTICLE 19 - LIQUIDATED DAMAGES. Time is of the essence. If the work is not completed in accordance with Article 2, above, it is understood that the BOARD will suffer damage. It being impractical and infeasible to determine the amount of actual damage, in accordance with Government Code Section 53069.85, it is agreed that the CONTRACTOR will pay the BOARD the sum of 1 of 14 of Addendum#1 Two Thousand Dollars ($2,000) per calendar day for each and every day of delay until work is completed and accepted, as Liquidated Damages and not as a penalty or forfeiture. Liquidated Damages shall be compensation for CONTRACTOR'S delay in completion of the Work and shall not be constructed as a penalty or forfeiture. In the event the same is not paid, the CONTRACTOR further agrees that the BOARD may deduct the amount thereof from any money due or that any become due the CONTRACTOR under the Contract. This Article does not exclude recovery of damages under provisions of the Agreement Documents. 2. Specification Section Part 2 — Construction Material, 200-2.1., shall be deleted: ORIGINAL Part 2 —Construction Material, 200-2.1. Untreated Base Material to be used under asphalt concrete pavement shall be Crushed Miscellaneous Base. Payment for Untreated Base will be made at the contract unit price per ton which shall include full compensation for furnishing all material required under untreated base in accordance with the plans and these special provisions and no additional compensation will be allowed therefor. 3. Specification Section Part 3 — Construction Methods, 306-6.5.1., shall be deleted: ORIGINAL Part 3 —Construction Methods, 306-6.5.1. The material in the bedding zone shall be placed and compacted mechanically. Water densified backfill will not be permitted. Unless the sheeting or shoring is to be cut off and left in place, compaction of bedding material for pipe shall be performed after the sheeting or shoring has been removed from the bedding zone, and prior to the placement of backfill. Mechanical compaction shall conform to 306-12.3. 4. In Appendix K, Geotechnical Report, Paragraph 4.1.4, under Differential Settlement, from the revised report dated March 8, 2017 shall be revised per attached supplemental amendment letter from AESCO dated October 18, 2017. The October 18, 2018 letter indicated "The water line is structurally designed for the predicted seismic settlement. Therefore, the flexible connections can be omitted." While the letter states flexible connections can be omitted, they are to remain per plans. 5. In Appendix O, City of Westminster Standard Drawing No. 609, Utility Excavation, applies to all pipe trenching activities. Jetting to consolidate sand backfill is permitted as shown. Slurry backfill from top of pipezone to bottom of base course paving as shown. Use 1.5 sack slurry for slurry backfill as shown under Note 1. 6. In Specification Section 02321, 2.02.B., replace all references of 1 sack slurry" with 1.5 sack slurry". 2 of 14 of Addendum#1 7. Specification Section 02441, 1.02.1., shall be changed as follows: ORIGINAL 02441, 1.02.1. Obstruction: An object with a principal dimension is greater than or equal to 8 inches and an unconfined compressive strength (UCS) of 30,000 psi, that lies either fully or partially in the direct path of the tunnel excavation and prevents its progress. REVISED 02441, 1.02.1. Obstruction: 1. An object with a principal dimension greater than or equal to 8 inches and an unconfined compressive strength (UCS) of 30,000 psi, that lies either fully or partially in the direct path of the tunnel excavation and prevents its progress. 2. All manmade objects that impede machine progress along the intended path. 8. Specification Section 02441, 1.03.13.1., shall be changed as follows: ORIGINAL 02441, 1.03.B.1. Microtunneling: Possess a valid California Contractor's Class "A" license and a minimum of five years experience in the installation of pipelines using microtunneling as the method of installation. Experience requirements are the construction and completion of a minimum of five pipeline projects, each with a minimum of 1,000 L.F. of installed pipe between 24 inches inside diameter and 48 inches outside diameter using microtunneling as the method of installation. REVISED 02441, 1.03.B.1. Microtunneling: Possess a valid California Contractor's Class "A" license and a minimum of five years experience in the installation of pipelines using microtunneling as the method of installation. Experience requirements are the construction and completion of preferably a minimum of five drives, each with a minimum of 400 L.F. of installed pipe between 30 inches diameter and 60 inches outside diameter using microtunneling as the method of installation. 9. Specification Section 02441, 1.03.B.2.b., shall be changed as follows: ORIGINAL 02441, 1.03.B.2.b. One of the referenced projects shall have been in similar ground conditions to those anticipated in this Work, including, but not limited to, similarities in soil type, soil strength as measured by "N" values and hydrostatic head. REVISED 02441, 1.03.B.2.b. One of the referenced projects shall have been in similar ground conditions to those anticipated in this Work, including, but not limited to, similarities in soil type, 3 of 14 of Addendum#1 soil strength as measured by "N" values, hydrostatic head, and actual surface settlement of less than 0.25 inches. 10. Specification Section 02441, 1.03.C.1., shall be changed as follows: ORIGINAL 02441, 1.03.C.1. The project superintendent shall have at least five years of tunneling/pipe jacking experience and shall have managed at least three microtunneling projects, each with a minimum of 1,000 feet, with similar ground conditions with similar equipment, and with drive lengths exceeding 400 feet. REVISED 02441, 1.03.C.1. The project superintendent should have at least five years of tunneling/pipe jacking experience and should have managed at least three microtunneling projects, each with a minimum drive of 400 L.F. of installed pipe, with similar ground conditions with similar equipment, and actual surface settlement of less than 0.25 inches. 11. Specification Section 02441, 1.03.D.1., shall be changed as follows: ORIGINAL 02441, 1.03.D.1. Microtunneling: The microtunneling MTBM operator(s) shall have at least five years experience in the installation of pipelines using microtunneling as the method of installation. The MTBM operator shall have successfully completed a minimum of three pipeline projects each with a minimum of 1000 L.F. of installed pipe between 24 inches inside diameter and 48 inches outside diameter using microtunneling as the method of installation. REVISED 02441, 1.03.D.1. Microtunneling: The microtunneling MTBM operator(s) should have at least five years experience in the installation of pipelines using microtunneling as the method of installation. The MTBM operator should have successfully completed a minimum of three pipeline projects each with a minimum drive of 400 L.F. of installed pipe between 30 and 60 inches outside diameter using microtunneling as the method of installation and actual surface settlement of less than 0.25 inches. 12. Specification Section 02441, 1.03.E.1., shall be changed as follows: ORIGINAL 02441, 1.03.E.1. Microtunneling: The slurry and lubrication plant specialist shall have at least five years of experience in the design of slurry and lubrication mixes based upon the anticipated ground conditions and modifications based upon field conditions. The specialist shall have successfully completed a minimum of three pipeline projects each with a minimum of 400 L.F. of installed pipe between 24 inches inside diameter and 48 inches outside diameter using microtunneling as the method of installation. 4 of 14 of Addendum#1 REVISED 02441, 1.03.E.1. Microtunneling: The slurry and lubrication plant specialist should have at least five years of experience in the design of slurry and lubrication mixes based upon the anticipated ground conditions and modifications based upon field conditions. The specialist should have successfully completed a minimum of three pipeline projects each with a minimum drive of 400 L.F. of installed pipe between 30 and 60 inches outside diameter using microtunneling as the method of installation. 13. Specification Section 02441, 1.03.E.2.a., shall be changed as follows: ORIGINAL 02441, 1.03.E.2.a. Successfully completed a project in similar ground conditions to those anticipated in this Work, including, but not limited to: soil type, soil strength as measured by "N" values, and hydrostatic head if present. REVISED 02441, 1.03.E.2.a. Successfully completed a project in similar ground conditions to those anticipated in this Work, including, but not limited to: soil type of alluvial sand, soil strength as measured by "N" values, and hydrostatic head and actual surface settlement of less than 0.25 inches. 14. Specification Section 02441, 1.03.F., shall be deleted: ORIGINAL 02441, 1.03.F. 1.035. Microtunneling crew: The microtunneling crew is required to have a current Hazmat certification maintained through end of project. 15. Specification Section 02441, 1.03.1., shall be changed as follows: ORIGINAL 02441, 1.03.1. The Engineer will be the sole judge in determining if the prospective microtunneling contractor, project superintendent, MTB operator, and surveyor meet the aforementioned work and project experience requirements. REVISED 02441, 1.03.1. The Engineer shall be the sole judge in determining if the prospective microtunneling contractor, project superintendent, MTB operator, slurry and lubrication plant specialist, and surveyor meet the aforementioned work and project experience requirements. 16. Specification Section 02441, 1.03.J., shall be changed as follows: ORIGINAL 02441, 1.03.J. 5 of 14 of Addendum#1 The MTBM operator shall not be replaced without prior written approval of the Engineer. REVISED 02441, 1.03.J. The MTBM operator and slurry and lubrication plant specialist shall not be replaced without prior written approval of the Engineer. 17. Specification Section 02441, 1.04.F.6., shall be added as follows: ADDED 02441, 1.04.F.6. Provide calculations demonstrating sufficient pressure to fill all potential voids located below the surface without causing heave, leakage to the surface, and filling other subsurface improvements. 18. Specification Section 02441, 1.04.R, shall be added as follows: ADDED 02441, 1.04.R. Provide contractor qualification experience records for each skill with individual experience records demonstrating specified experience. 19. Specification Section 02441, 1.05.D, shall be changed as follows: ORIGINAL 02441, 1.05.D. All underground equipment, electrical and mechanical systems, regardless of tunnel classification, to have Class I, Division II designation. Smoking and smoking materials will not be allowed at any time underground. REVISED 02441, 1.05.D. Smoking and smoking materials will not be allowed within the shaft lay down areas and all subsurface areas. 20. Specification Section 02441, 1.05.E, shall be changed as follows: ORIGINAL 02441, 1.05.E. Performance Criteria: No ground settlement or heaving shall be allowed as measured above and along the centerline of the tunnel being installed. Unless otherwise noted, all surface improvements are to be restored to original condition at no cost to the owner. REVISED 02441, 1.05.E. Performance Criteria: No ground settlement or heaving greater than 0.25 inches shall be allowed as measured above and along the centerline of the tunnel being 6 of 14 of Addendum#1 installed. Unless otherwise noted, all surface improvements are to be restored to original condition. 21. Specification Section 02441, 3.03.13.1., shall be changed as follows: ORIGINAL 02441, 3.03.13.1. Casing pipe installation shall not vary by more than 1.5 inches in horizontal alignment or 1 inch in vertical elevation from any design point between shafts. REVISED 02441, 3.03.13.1. Carrier pipe installation shall not vary by more than 1.0 inches in horizontal alignment or 0.5 inches in vertical elevation and 2.0 inches of separation from the casing sidewall from any design point between shafts. 22. Specification Section 02441, 3.03.D.8., shall be added as follows: REVISED 02441, 3.03.D.8. Commence tunneling using an engineered slurry designed specifically for this project, measure its design properties, track and record its.properties, adjust its formulation, and record those adjustments until tunneling is completed. 23. Specification Section 02441, 3.03.D.9., shall be added as follows: ADDED 02441, 3.03.D.9. Take, record, track, and analyze survey data and field observations for ground movement as specified in Section 02496. 24. Specification Section 02441, 3.03.F., shall be changed as follows: ORIGINAL 02441, 3.03.F. Deferring Site Condition REVISED 02441, 3.03.F. Differing Site Condition 25. Specification Section 02441, 3.03.F.1., shall be changed as follows: ORIGINAL 02441, 3.03.F.1. Provide written notice immediately upon encountering peat as a deferring site condition. REVISED 02441, 3.03.F.1. 7 of 14 of Addendum#1 Provide written notice immediately upon encountering peat as a differing site condition. 26. Specification Section 02441, 3.03.F.5., shall be changed as follows: ORIGINAL 02441, 3.03.17.5. A contingent bid item for encountering peat has been included in the determination of low bid, but is excluded from the performance and bid amounts at time of bid. Bid item is to be paid only if used and upon written notice and acceptance of the deferring site condition, and will be paid per each occurrence for up to 50 feet. Occurrences of 5 feet or less are incidental and included in the bid items for microtunneling. REVISED 02441, 3.03.F.5. A contingent bid item for encountering peat has been included in the determination of low bid, but is excluded from the performance and bid amounts at time of bid. Bid item is to be paid only if used and upon written notice and acceptance of the differing site condition, and will be paid per linear foot for the occurrence. Occurrences of 5 feet or less are incidental and included in the bid items for microtunneling. 27. Specification Section 02441, 3.03.H., shall be changed as follows.- ORIGINAL 02441, 3.03.H. Backfill Grouting REVISED 02441, 3.03.H. Contact Grouting. 28. Specification Section 02441, 3.03.H.1., shall be changed as follows: ORIGINAL 02441, 3.03.H.1. Backfill grout to fill the annular space between the steel casing and the excavated ground upon completion of the drive if the radial annular gap is in excess of 1.0 inch, unless otherwise specified by Contract Documents. REVISED 02441, 3.03.H.1. Contact grout to fill the annular space located between the steel casing and the excavated ground upon completion of the drive. 29. Specification Section 02441, 3.03.H.2., shall be changed as follows: ORIGINAL 02441, 3.03.H.2. 8 of 14 of Addendum#1 All grout ports shall be plugged with 0.75 inch casing pipe steel and welded in place. REVISED 02441, 3.03.H.2. Upon completion of attempting to contact grout all ports, all grout ports shall be plugged with 0.75 inch casing pipe steel and welded in place. 30. Specification Section 02441, 3.03.H.5., shall be added as follows: ADDED 02441, 3.03.1-11.5. Pressurize the grout to the pressure determined to fill all voids to the surface without rupturing or heaving the surface. Once the grout has attained the designed pressure hold pressure for 1.0 minutes while not increasing the total injected volume before closing port. 31. Specification Section 02441, 3.03.1., shall be revised as follows: ORIGINAL 02441, 3.03.1. Contact Grout and Lubrication Between Ground and Steel Casing 1. Provide a pipe lubrication system to inject a bentonite and/or polymers and potable water through the lubrication ports in quantities are required to minimize pipe friction and jacking forces and to fill the annular space created by the overcut to prevent soil collapse. 2. Use backfill ground to fill the void left behind from the bored overcut between the exterior of the casing and the ground with grout under pressure sufficient to ensure void is properly filled but without over stressing ground support, or causing ground heave. REVISED 02441, 3.03.1.1. Lubrication Between Ground and Steel Casing 1. Provide a pipe lubrication system designed to inject a bentonite and/or polymers lubrication through the lubrication ports in quantities required to: (a) Minimize pipe friction (b) Minimize jacking forces (c) Completely fill the annular space created by the overcut (d) Prevent soil collapse (e) Not damage the casing pipe or existing features. 9 of 14 of Addendum#1 32. Specification Section 02447, 2.01.A., shall be changed as follows: ORIGINAL 02447, 2.01.A. Steel casings shall be welded steel pipe of the diameters and plate thicknesses indicated. The steel pipe casings shall conform to ASTM A53, subject to the following supplemental requirements. The casing shall be of the diameter indicated on the Contract Documents and shall be furnished complete with welded joint ends. In no case shall the casing wall thickness be less than 3/4-inch as shown on the plans. The Contractor may select a greater diameter or thickness for the method of work and loadings involved, site conditions, and possible interferences. REVISED 02447, 2.01.A. Steel casings shall be welded steel pipe of the diameters and plate thicknesses indicated. The steel pipe casings shall conform to ASTM A53, subject to the following supplemental requirements. The casing shall be of the diameter indicated on the Contract Documents and shall be furnished complete with welded joint ends. In no case shall the casing wall thickness be less than 3/4-inch as shown on the plans. The Contractor may select a greater diameter or thickness for the method of work and loadings involved, site conditions, and possible interferences. A steel casing no larger than 62.5 inches outside diameter can be used, with the crown of the casing to be maintained as shown on the drawings. 33. Specification Section 02447, 2.02.A.2., shall be changed as follows.. ORIGINAL 02447, 2.02.A.2. Tape Coating: Steel casing pipe shall include a tape coating system in conformance with the requirements of AWWA C209, AWWA C214 and Section 09880. REVISED 02447, 2.02.A.2. Dielectric and Abrasion Resistant Coating: Steel casing pipe shall include a dielectric and abrasion resistant coating system. Acceptable products include: a. Fusion bonded epoxy with an abrasion resistant overcoat per the requirements of AWWA C210 b. Dielectric polyolefin coating per the requirements of AWWA C215 C. Polyurethane coating per the requirements of AWWA C222 34. Specification Section 02496, 1.02.E., shall be changed to 1.02.F., with 1.02.E. added as follows: ADDED 02496, 1.02.E. Notice Level: 50 percent of the Alert/Stop Level. Requires immediate written notice upon attainment. Stop and provide written notice, review work procedure, and report. 10 of 14 of Addendum#1 35. Specification Section 02496, 1.02.E., shall be changed to 1.02.F., and shall be changed as follows: ORIGINAL 02496, 1.02.E. Review Level: Level of instrumentation reading(s) at which the Engineer and the Contractor proposes modifying the method, rate or sequence of construction. Including replacing the MTBM operator. REVISED 02496, 1.02.F. Review Level: 75 percent of Alert/Stop Level. Level of instrumentation reading(s) at which the Engineer and the Contractor proposes modifying the method, rate or sequence of construction. Including replacing the MTBM operator. 36. Specification Section 02496, 1.02.F., shall be changed to 1.02.G., and shall be changed as follows: ORIGINAL 02496, 1.02.F. Alert Level: Alert Level represents the maximum permissible ground and structure movement due to activities associated with the construction of the Work. REVISED 02496, 1.02.G. Alert/Stop Level: Alert Level represents the maximum permissible ground and structure movement due to activities associated with the construction of the Work. 37. Specification Section 02496, 1.02.G., shall be changed to 1.02.H. 38. Specification Section 02496, 3.05.B., shall be changed as follows: ORIGINAL 02496, 3.05.13. Review Level REVISED 02496, 3.05.13. Notice Level 39. Specification Section 02496, 3.05.B.1., shall be changed as follows: ORIGINAL 02496, 3.05.13.1. Conduct all works in a manner such that ground movement does not exceed 1/8 inch. 11 of 14 of Addendum#1 REVISED 02496, 3.05.B.1. Conduct all works in a manner such that ground movement does not exceed 50 percent of the alert level. 40. Specification Section 02496, 3.05.13.2., shall be added as follows: ADDED 02496, 3.05.13.2. Stop work when Notice level is attained and review all ground monitoring, tunneling operations and data. 41. Specification Section 02496, 3.05.B.3., shall be added as follows: ADDED 02496, 3.05.13.3. Provide written notice of current state and provide corrective action. Work is to resume after corrective actions are provided. 42. Specification Section 02496, 3.05.C.1., shall be changed as follows: ORIGINAL 02496, 3.05.C.1. Perform the following when the Alert level is reached: REVISED 02496, 3.05.C.1. Stop all work when Alert/Stop level is reached. Review with Caltrans before restarting project and perform the following: 43. Specification Section 02510.2, 1.04.A, shall be changed as follows: ORIGINAL 02510.2, 1.04.A Surfaces of cement mortar lined pipe shall be protected from damage in accordance with AWWA C203 and as specified in this section. REVISED 02510.2, 1.04.A Surfaces of cement mortar lined pipe shall be protected from damage in accordance with AWWA C205 and as specified in this section. 44. Specification Section 02510.2, 2.01.C.2.b., shall be changed as follows: ORIGINAL 02510.2, 2.01.C.2.b The strutting materials, size, and spacing shall be adequate to support the earth backfill pulls any greater loads that may be imposed by the backfilling and compaction equipment. 12 of 14 of Addendum#1 REVISED 02510.2, 2.01.C.2.1b The strutting materials, size, and spacing shall be adequate to support the pipe during shipping handling and laying operations. It is the Contractors responsibility to provide backfill and compaction operations that do not damage or compromise either the pipe, the cement mortar lining or the cement mortar overcoating. Pipe segments damaged during backfill shall be repaired or removed from the project at the discretion of the Engineer. The Engineer shall examine the pipeline for evidence such as, excessive lining cracking, lining disbondment, or pipe out of round, to determine the extent of remedial action or removal of pipe from the Project. 45. Specification Section 02510.2, 2.02, shall be deleted: ORIGINAL 02510.2, 2.02 ACCEPTABLE MANUFACTURERS A. Fabricated Steel Water Pipe Ameron Inc., Rancho Cucamonga, CA Northwest Pipe Company, Adelanto, CA 46. Specification Section.02510.2, 2.04.A.3., shall be changed as follows:. ORIGINAL 02510.2, 2.04.A.3. Pipe wall thickness as shown on plans or per requirements below: a. Minimum thickness is 0.250-inch for 30-inch pipe with 8 feet maximum depth of cover. b. Minimum thickness is 0.3175-inch for 30-inch pipe with 10 feet maximum depth of cover. C. Minimum thickness is 0.375-inch for 30-inch pipe with 12 feet maximum depth of cover. REVISED 02510.2, 2.04.A.3. Pipe wall thickness as shown on plans or per requirements below: a. Minimum thickness is 0.250-inch for 30-inch pipe with 10 feet maximum depth of cover. Limits include Station 10+00 to Station 16+20; Station 18+40 to Station 23+00; and Station 28+60 to Station 34+60±. b. Minimum thickness is 0.3175-inch for 30-inch pipe with 12 feet maximum depth of cover. Limits include Station 16+20 to Station 18+40; Station 23+00 to Station 24+00; Station 27+80 to Station 28+60, C. Minimum thickness is 0.375-inch for 30-inch pipe with 16 feet maximum depth of cover. Limits include Station 24+00 to Station 27+80. 47. Specification Section 10100.1, 1.02, shall be changed as follows: ORIGINAL 10100.1, 1.02 Willow Lane Pipeline Installation Traffic Control Hours: 13 of 14 of Addendum#1 All work related to installing the pipeline in Willow Lane shall follow Drawings TC-1 through TC-8. Working hours are 10-00 PM — 5:00 AM, for a weeknight closure and 10:00 PM — 6:00 AM, for a weekend night closure with the exception of Phase 4, Drawing TC-8. Phase 4 will be the traffic control used for Micro-Tunneling operations to take place during the day. Any work outside these hours will need written approval from the Engineer prior to beginning. REVISED 10100.1, 1.02 Willow Lane Pipeline Installation Traffic Control Hours: - All work related to installing the pipeline in Willow Lane shall follow Drawings TC-1 through TC-8. Working hours are 10:00 PM — 5:00 AM, for a weeknight closure and 10.00 PM — 6:00 AM, for a weekend night closure with the exception of Phase 1, Drawing TC-2. Drawing TC-2 will be the traffic control used for Micro-Tunneling operations to take place during the day. Any work outside these hours will need written approval from the Engineer prior to beginning. 48. Drawing C-3, CD-2, CD-3, CD-4 and CD-5 shall be replaced, as attached: 49. Appendix L shall be replaced with more recent Federal and State labor labor rates, as attached. 50. Appendix M shall be supplemented with Caltrans' October 11, 2017 letter regarding request for revisions, as attached. 51. Appendix P shall be changed as follows, as attached: ORIGINAL Appendix P Not Used REVISED Appendix P Plate 5A, Distribution of Peat Deposits in Orange County 52. Appendix Q shall be changed as follows, as attached: ORIGINAL Appendix Q Not Used REVISED Appendix Q Underground Classification C006-059-18T 53. Project Bid Schedule A, Bid Item No. 40, shall be changed as follows, and Bid Schedule A shall be replaced, as attached: ORIGINAL Bid Item No. 40 14 of 14 of Addendum#1 Deferring Site Condition Occurrence (Peat), 1.0 LS REVISED Bid Item No. 40 Differing Site Condition Occurrence (Peat), 50.0 LF This is to acknowledge receipt and review of Addendum Number One,dated October 19, 2017. W. A. Rasic Construction Company, Inc. Company Name By October 23, 2017 Date All bidders must acknowledge and include the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Andrew Ferrigno at(714) 536- 5291 within 24 hours of posting. 15 of 14 of Addendum#1 THIS PO.VVER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No. 7806824 Liberty Mutual Insurance Company Bond No. CSBA-6033 The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS.That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint. Arturo Ayala; Daniel Huckabay Dwight Reilly;Michael Castaneda;Shaunna Rozelle Ostrom all of the city of Orange ,state of CA each individually if there be more than one named,its true and lawful attorney-in-fact to make,execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed:any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been du,y signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 16th day of June 2017 ev -r7 The Ohio Casualty Insurance Company Liberty Mutual Insurance Company a)'-t West American Insurance Company N n y = STATE OF PENNSYLVANIA ss David M.Carey','Assistant Secretary C ev +� COUNTY OF MONTGOMERY C 'B 3 0 On this 16th day of June 2017 before me personally appeared David M. Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance v t— v Q1 Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do,execute the foregoing instrument for the purposes >,N p 3 therein contained by signing on behalf of the corporations by himself as a duly authorized officer. C LL ME a") > IN WITNESS WHEREOF,I nave hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. 0 CL 3 ;P 'ASr COMMONWEALTH OF PENNSYLVANIA Q M Notary_!Sca; Teresa Paste'la.Notary Puhhc BY• ... ... ............-.__................................._..... O Upper.Mener,Twp-Montgomery County Teresa Pastella,Notary Public My Comrmiss,on Exp res Maroc 25,202 3 t0 a+ O �4 P_y P`g4` Merr,bw,P,;r, ,yl,wi,i Assoc,hor of hatrrics 0 E i0 This Power of Attorney is made and executed pursuant to and by author,ty of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual to O Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: i 0) m a) ARTICLE IV—OFFICERS—Section 12.Power of Attorney.Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject O C 4 4; to such limitation as the Chairman or the President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal, > O,� acknowledge and deliver as surety any and all undertakings.bonds,recognizances and other surety obligations. Such attorneys-in-fact,subject to the:imitations set forth in their respective E powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so N 0 (5 executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attorney-in-fact under > a Athe provisions of this artic;e may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. Y ARTICLE XIII-Execution of Contracts-SECTION 5 Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in writing by the chairman or the president, , > and subject to such limitations as the chairman or the president may prescribe,shall appoint such attorneys-in-fact.as may be necessary to act in behalf of the Company to make,execute, LZ Cl) O 3 seai,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact subject to the imitations set forth in their 00 Z v respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so V o executed such instruments shall be as binding as if signed by the president and attested by the secretary. O to Certificate of Designation-The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attorneys-in- ~�- fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization-By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of"the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 9th day of October 20 17 v 't By: Renee C.Llewe ssistant Secretary 195 of 300 LMS 12873 022017 Bond No. CSBA-6033 BID BOND We, W.A. Rasic Construction Company, Inc. as Principal, and as Surety,jointly and severally, bind ourselves, our heirs, representatives, successors and assigns, as set forth herein,to the `Liberty Mutual Insurance Company WEST ORANGE COUNTY WATER BOARD (herein called "OWNER")for payment of the penal sum of Ten Percent of Amount Bid Dollars ($ 10%of Amount Bid ). lawful money of the United States. Principal has submitted the accompanying bid dated October 24 2017 , for the construction of: West Orange County Water Board Relocation of Feeder No. 2 at Westminster Boulevard City of Huntington Beach CASH CONTRACT No. 1523 The Bidder (identified above and referred to herein as, the "Principal") has provided this bid bond in connection with the bid submitted by the Principal to Owner for the construction of the public works project identified above ("Project"). In issuing this bid bond, the Surety (identified above) certifies to OWNER that the Surety is "an admitted surety insurer" as defined in California Code of Civil Procedure Section 995.120. We, the Principal and the Surety, as evidenced by the signatures of our respective duly-authorized representatives, set forth below, are hereby held and firmly bound unto OWNER in the amount of the Penal Sum specified above, for the payment of which amount, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs,executors, administrators, successors, and assigns as specified below. The payment obligation described above shall become null and void if: (i) OWNER awards the contract for construction of the Project ("Contract") to the Principal based on the bid described above and, within the required number of days after the notice of such award, the Principal enters into the Contract and provides to OWNER the required payment and performance bonds; (ii) OWNER rejects all bids received for the Project; or (iii) the time period during which the Principal may not withdraw its bid has expired without OWNER awarding the Contract to the Principal. If, however, OWNER awards the Contract to the Principal, but the Principal fails and/or refuses to enter into the Contract and/or to properly and duly-execute and deliver the required payment bond, performance bond, and/or other required documentation,then, immediately upon request of OWNER and without imposing any additional conditions on payment whatsoever, the Surety and/or the Principal shall forfeit and pay to OWNER such amount as OWNER states is the total of the costs reasonably incurred by OWNER as a result of such failure or refusal by the Principal, including, without limitation, the difference between the Principal's bid and the bid for the Project subsequently accepted by OWNER, rebidding of the Project if necessary, and administrative, publication, and other costs incurred by OWNER. In no event, however, shall the liability pursuant to this bid bond exceed the Penal Sum of this bid bond. 1 of 2 BID BOND The Surety, for value received, hereby stipulates and agrees that this bid bond and the Surety's obligations hereunder shall be and remain in effect until such time as one or more of the conditions described herein for rendering this bid bond null and void have been satisfied. The Surety, for value received, further stipulates and agrees that this bid bond shall in no way be impaired or otherwise affected by any extension of the time within which OWNER must enter into the Contract and submit the required documentation, and Surety hereby waives any requirement for notice of any such extension. Each person signing this bid bond on behalf of either the Principal or the Surety hereby represents and warrants that he or she has been duly authorized to sign, and thereby bind such party to,this bid bond. IN WITNESS WHEREOF, the Principal and Surety, acting by and through their respective, duly- authorized representatives, have executed this instrument on the date indicated below and affixed the name and, if applicable, corporate seal of each party. Principal: W.A. Rasic Construction Company, Inc. (Corporate or Individual Name) Business Address: 4150 Long Beach Blvd. Long Beach, CA 90807 Authorized Signature: N�'� / (Affx Corporate Seal) (Must be N tarh ed) Walter A. Rasic,Jr. , V.P./Sec Date Signed: October 20, 2017 Surety: Liberty Mutual Insurance Company (Corporate Name) Business Address: 790 The City Drive South, Suite 200 Orange, CA 92868 Authorized Signature: l /f !! (Affix Corporate Seal) (Must be otarized)Shaunna Rozelle Ostrom Date Signed: October 9, 2017 Attorney-in-Fact Note: Any claims under this bond can be addressed to Surety at the above address. (The following is to be completed by Surety.) The rate of premium on this bond is: $ N/A per thousand dollars. Total amount of premium charged is: $ N/A Note: A certified copy of the Power of Attorney of the Surety's authorized signatory must be attached to this bid bond. 2 of 2 BID BOND ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange ) On October 9, 2017 before me, Rudy Urieta, Notary Public (insert name and title of the officer) personally appeared Shaunna Rozelle Ostrom who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. .r•`° > RUDY URIETA 28 WITNESS m hand and official seal. .y COMM.ryP #21598or y =�° . � �; Notary Public-Cali;orrria a ORANGE COUNTY U. My Comm.Expires Jul 14,2020 ':�-7��� Signature (Seal) Rudy Urieta CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 c��c�r�r•:c�c���e�rn�:ts�s�.s�e�,tix�_r.��tYf:��r,�� �cr��rlcrr:�,��,ere.r�s�s.�.c�,�,��.��-rdr.�r��,s A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) County of Los Angeles ) On 10/23/17 before me, Tanya C. Romero, Notary Public Date Here Insert Name and Title of the Officer personally appeared Walter A. Rasic, Jr. Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(S whose name,(4is/,atO subscribed to the within instrument and acknowledged to me that he/peahey executed the same in his/,fast/tiler authorized capacity(iegy,, and that by his/l er/their signatur)-on the instrument the person(s�—, or the entity upon behalf of which the personpracted, executed the instrument. certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. TANYA C. ROMERO WITNESS my hand and official seal. Commission #2118257 / z ,-d Notary Public -California z y - z Los Angeles County ' Signature G� My Comm. Expires Jul 4,2019 Slgna ure of Notary Public Tanya C./Romero, Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Bid Bond Document Date: 10/20/17 Number of Pages: Two Signer(s) Other Than Named Above: Liberty Mutual Insurance Coml)anv Capacity(ies) Claimed by Signer(s) Signer's Name: Walter A. Rasic. Jr. Signer's Name: lCorporate Officer — Title(s): V.P./Secretary ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑Attorney in Fact ❑ Individual ❑Attorney in Fact ❑Trustee ❑ Guardian or Conservator ❑Trustee ❑ Guardian or Conservator ❑ Other: ❑ Other: Signer Is Representing: Signer Is Representing: W. A. Rasic Construction Comr)any, Inc. ©2014 National Notary Association • www.NationaiNotary.org • 1-800-US NOTARY(1-800-876-6827) Item#5907 71 p C-) _4 n=4-< -4 CITY CLERK ''- -OITY OF. PNTINGTON BEACH W.A. Rasic Construction Company, Inc. 4150 Long Beach Blvd. 0 Long Beach, CA 90807 "SEALED ED BID" WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT from WILLOW LANE AND WESTMINISTER BLVD.TO SPRINGDALE ST.AND MAHOGANY AVE.IN THE CITY OF WESTMINISTER CC No. 1523 In the CITY OF HUNTINGTON BEACH- DO NOT OPEN WITH REGULAR MALL DELIVER TO THE OFFICE OF THE CITY CLERK,2000 MAIN ST, SECOND FLOOR City of Huntington Beach 2000 Main Street ♦ Huntington Beach CA 92648 (714) 536-5227 ♦ www.huntingtonbeachea.gov Office of the City Clerk Robin Estanislau, City Clerk March 6, 2018 Colich & Sons L.P. 547 W. 140th Street Gardena, CA 90248 RE: West Orange County Water Board Feeder No. 2 Relocation Project— CC No. 1523 Enclosed please find your original bid bond for CC-1523. Sincerely, Robin Estanislau, CIVIC P City Clerk RE:ds Enclosure Sister Cities. Anjo, Japan ♦ Waitakere, New Zealand SECTION C PROPOSAL for the construction of WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT from WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC No. 1523 TO THE HONORABLE BOARD OF DIRECTORS OF THE WEST ORANGE COUNTY WATER BOARD: In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees to perform all the work therein described, and to furnish all labor, material, equipment and incident insurance necessary therefor, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach enter into a contract with the West Orange County Water Board, (WOCWB.) The undersigned agrees to perform the work therein to the satisfaction of and under the supervision of the City Engineer of the City of Huntington Beach, and to enter into a contract at the following prices. The undersigned agrees to complete the work within 200 working days, starting from the date of the first Notice to Proceed to procure casing pipe and carrier pipe for the project, to the completion of pipeline construction through the second Noticed to Proceed. BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, Instructions to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with WOCWB at the unit and/or lUrnp sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to WOCWB of the guaranty accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of' comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE WOCWB REST RYES TI-IFRIGHT TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump stun prices bid include all appurtenant expenses, taxes, royalties; fees, ctc., and will be guaranteed for a period of'sixty days from the bid opening date. This period of' sixty days can be extended if it is mutually agreed upon in writing between the WOCWB and the BIDDER. If at such time the contract is not awarded, the W0CWF3 will reject all bids and will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall govern over. extended amounts, and words shall govern over f IgUres. C-1 If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date ol`the WOCWB'S notice of'award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the WOCWB and this bid and the acceptance hereof may, at the WOCWB'S option, be considered null and void. Accompanying this proposal of bid, find Bidder's bond in the amount of 10%of amr bid which said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice Inviting Scaled Bids, payable to the WOCWB. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond for 4/o as the case may be) Any standard Surety Bid Bond form is acceptable. Bidder shall signify receipt ol'all Addenda here, if any: Ad��e W"e'Received. er"'s Sinature ` 10/19/17 C-2 SECTION C (Addendum #1) PROJECT BID SCHEDULE A PROJECT NAME, CC 1523 WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT BID ITEMS 5, liv Total� n i""', 1 Mobilization/Demobilization 1.00 LS 3pv 4p4pop. 2 Prepare WPCP 1.00 LS $ $ Install&maintain Construction BMPs 1.00 LS $ Night Work Allowance Per Traffic control Plan 1.00 I-S $ 9,; 5 Permitting 1.00 LS $ $ 6 Sheeting,Shoring and Bracing 1.00 LS skcv $ 7 Traffic Control 1.00 LS $144,VpGp $ /Clc vdw. 8 Replace Traffic Striping and Pavement Markers 1.00 LS $ $ig 000 9 Potholing and Utility Locating 1.00 LS $ 45,voo 10 33 Inch Water Abandonment 1,710.00 LF $ 10P, $ 11 30 Inch Welded Steel Pipe(CML&TC) 2,425.00 LF $1.5,, L.- $ 9�7.� '7_40 12 Dewatering and desiltation of water before disposal 1.00 LS ay. $ CO. 13 42 Inch Steel Casing by Microlunneling Method and Grouting 345.00 LF $ kcw. $ Pew. 14 Microlunneling Sending and Receiving Shafts 1.00 LS $ 15 Remove and Reconstruct Existing 8 Inch Water Main 65.00 LF $ 16 Remove and Reconstruct Existing 12 Inch Water Main 355.00 LF $ 17 2 Inch Temporary Water Service Lateral 1.00 EA $10,97CV. $ tPev 18 27 Inch Pipeline Connection with Thrust Walls 1.00 EA $Z9.PoW. $ Jt 19 33 Inch Pipeline Connection with Thrust Wall 1.00 EA $ eve. $ Cape. 20 33 Inch/14 Inch Pipeline Connection with Thrust Walls 1.00 EA $ 26000. $ 21 Vault Modification-Details I &2/C-6 22 30 Inch Butterfly Valve 1.00 LS $4gxw. s. 5.00 EA $ $ 23 8 Inch Gate Valve 1.00 EA $ ev4p. $ 24 12 Inch Gate Valve 3.00 EA $ I7o $ C-2.1 SECTION C (Addendum #1) PROJECT BID SCHEDULE A PROJECT NAME, CC 1523 WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT -!'Ow 25 4 Inch Air Release Valve Assembly-Detail 3/CD-1 2.00 26 4 Inch Combination AR and WQTS-Detail 2/CD-1 2.00 EA $119,, $ 000- 27 Cathodic Protection 1.00 LS $46ow. $ 28 Groundwater monitoring Well and Monitoring 2.00 EA $ $ 29 settlement Monitoring and Smoothness Surveys 1.00 LS $!oGIG, $ 30 8 Inch Pump out 2.00 EA $IV 0&W. $ 31 Roadway Excavation 840.00 cy $ $ 32 Aggregate Base 560.00 cy $ 5VAE; 33 HMA(4 Inch Layer for Full Roadway Reconstruction) $ 370.00 TON $-Lek.- 3 F,, a<.'P. 34 2 Inch HMA Grind and Overlay 7,900.00 Sy $ 1110 $ qf 35 Adjust Manhole Cover to Grade 14.00 EA $ $ 36 Adjust Water Valve, Gas Valve, Sewer Cleanout, or Survey Monument to Grade 9.00 EA $ 400. $ 37 Remove and Reconstruct Traffic Sensor Loops 4.00 EA $ coo. 38 Remove and Reconstruct Concrete Cross Gutter - 900.00 SF $ 2O. $ 39 Survey Monument Replacement - 8.00 EA $2jOG0. $ 40 Differing Site Condition Occurrence(Peat) TOTAL BID AMQUNT IN WORDS: 5ty_FM 2 &kXJZ> 4J/AJo57- 4-Ai D P;:/V� T;Z L 4 We C&Wrs Note: Refer to Section 9, Measure and Payment for description of each Item on Bid Schedule. All extensions of unit prices will be subject to verification by Owner. In case verification is required between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject any or all proposals and bid items. C-2.2 LIST OF SUBCONTRACTORS In accordance with Government Code Section 4104, the 13idder• shall set forth the name and business address of each subcontractor who will perform work or render service to the bidder on said contract in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater, and the portion of the work to be done by such subcontractor. Bid Nuine irtul Addres.v a/', Stufe :Clirss D/R PWC •Dollar % of Item(ti) Subc�mtrnctor License Registration#* Amuuert Gintrnct Number. 34. "O• PO&Y -z Q mccac/o5/ C'.v Av v A 1 CA 1 q281$ S1X,i5:Av 0 Rossv�c� GQ . q5L?8 / 3j- E . rzA,lre� Ar z434cf /MwozroZ fz/, 07, iwbw r-rV1.4 CA 6714916 e,(t/j1i:-. rF�--V.YWAL Q. 3 qzq ,�r&cb�iil -e 7q A /0V�/9� LA r:lmi-rz- 0, q/748 39v7 13v suhmission of this proposal, the 13idder•certif ics: I. That he is able to and will perlorm the balance of all work which is not covered in the above subcontractors listing. 2. That the WOCWI.i through the AGI=NCY will be furnished copies of all subcontracts entered into and bonds furnished by suhcontractor for this project. C-3 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID I declare under penalty of'perjury under the laws of'the State of'California that the foregoing is true and correct and that this declaration is executed on 10/30/17, at Gardena CA Dole S'iale Paul M�jidl being first duly sworn, deposes and says that he or she is Vp of Operations,Corctco Inc G.P. of Coloch& Sons L.P. the party making the Foregoing bid that the bid is not made in the interest of; or on the behalf' of; any undisclosed person, partnership, company, association, organization. or corporation; that the bid Is gellLline and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not dircctly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to Alit In a sharp bid, or that anyone shall rel'rain from bidding: that the bidder has not in any manner, directly or indirectly, sought by agreement, conlnl Lill ication, or conference with anyone to fix the bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract of* anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof. or divulged information or data relative thereto, or paid, and will not pay fee to any corporation, partnership, company association, organization. bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Colich&Sons L.P. Name of Bidder Paul Majich VP of Operatios Coretco Inc G.P. Signature of Bidder 547 \V 140th Street,Gardena,CA 90248 Address of'Bjddcr C-4 UTILITY AGREEMENT HONORABLE BOARD OF DIRF.C'fORS OF THE WEST ORANGE COUNTY BOARD Gcntlenlen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT from WILLOW LANE AND WESTMINSTE1Z BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINS`I'ER CC No. 1523, (1)(we)(it) will employ and utilize only qualified persons; as hereinafter defined, to work in proximity to any electrical sccondary or transmission fdCilitleS. ']'Ile term "Qualified Person" is defined in Title 8, California Administrative Code, Section 2700, as follows: "Qualified Person: A person who, 4 rectson of exhe1-ience or- insvraction, is_iumiliar•with the operation to be perfo►vned and the hazcwds involved." The undersigned also promised and agrees that all such work shall be performed in accordance with all applicable electrical utility company's requirements, Public Utility Commission orders, and State of California Cal-OSHA requirements. The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractors that may be retained or employed by the undersigned, and that the undersigned shall take steps as are necessary to assure compliance by any said subcontractor or subcontractors with the requirements contained hcrein. Colich &Son L.P. Contractor By , Paul NC iich, VP oI'operations,Coretco Inc C;.P. Title Date: 10/30/17 C-5 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 10162, the Bidder shall complete, under penalty ol'perjury. the following questionnaire. QUI?STIONNAIRE Has the Bidder, any officer of'thc Bidder or any employee ofthe Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a hcderal, State or local government project because of'a violation of law or a safety regulation? ❑ Yes ❑ No I I'the answer is yes, explain the circumstances in the space provided. N/A Note: This questionnaire constitutes a part of' the Proposal, and a signature portion ol' the Proposal shall constitute signaturC of this questionnaire. C-G COMPENSATION INSURANCE CERTIFICATE Pursuant to Section 1861 of* the State Labor Code, each contractor to whom a public works contract has been awarded shall sign the following certificate. I am aware ol' the provisions of Section 3700 of the Labor Code which require every employer to be insured a0ainst liability for worker's compensation or to undertake sell- insurance in accordance with the provisions of that code. and I will comply with such provisions before commencing the performance ol'the work of this contract. colich& Sons L.P. Contractor 13y Paul Maiich, VP of Operations,Creico lnc G.P. Title Date: 10/30/17 C-7 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Colich&Sons L.P. Bidder Name 547 W 140th Street Business Address Gardena,CA 90248 City. State Gip (310 )516-6346 mi jisi,ti.mich.com Telephone Number Ismail Address 783522 Class A State Contractor's License No. and Class 4/26/2000 Original Dale Issued 8/3 U 18 I:7xpiration Date The work site was inspected by Howard Liddle of our off iec on October 26 201 17 The following are persons, firms, and corporations having a principal interest in this proposal: Please see Attachment 111 The Undersigned is prepared to satisfy the Board ol'Directors ol'thc West Orange County Water Board of' its ability, linancially or otherwise, to per116rm the contract for the proposed work and improvements in accordance with the plans and specifications set lorth. Colich& Sons 1-1'. Company Name Signature of Bidder Paul Maiich, VP of0perations.Corctco Inc G.P. Printed or Typed Signature C-8 NOTARY CERTI[FICATE Subscribed and sworn to before me this julb day of October 2017 , A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County Of Los Angeles__ On 10/27/17 before rne, Sharon Ines farmer,Notary Public Month, Day. and Year Insert Name and Title of Notary personally appeared Paul Miljidl Name(s) of'Signer(s) who proved to me on the basis of'satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted-, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. SHARON 1R. JARMEV"', WITNESS my hand and official seal. Notary Pu­bfic 401#o1 z R1vers1de,Coynty___ I ze COMMISS10h,4 2'1159/38 M;Comm.E11911 ve 41U,19;2020 Signature Signature oi'Notary Public (PLACE NOTARY SEAL ABOVE) C-9 Bidder's Project History For the purposes of this project, the bidder shall provide project history of similar work, specifically referencing the installation of' large diameter, typically 24-inch and greater, welded steel potable water pipe lines within areas below the ground water table, installation of dewatering wells and structural shoring in areas bclow the ground water table, and the installation of welded steel pipe for both casing pipe and carrier pipe. Bidders are encouraged to submit Supplemental relevant project history in addition to the protects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within and around the past five years: I. Dept,of W&P-City of Los Angeles I I I No.Hope Strect,Los Angeles,CA. 90012 Name and Address Of Public Agency Name and Telephone No. of Ilrofect Managcr: Bruce Morris 2 1 313 6 7-0R22 $3 927,332.00 Waterline 3J24ft16 official completion Contract Amount "type of Work Date Completed Provide additional project description to show similar work: 2000' 54"C:MI.&-C WSP,300'Boring Calleguas 1-Itmicipal Water Dist. 2, 2100 Olsen Road,Thousand Oaks,91360 Name and Address of Public Agency Name and Telephone No. of Project Manager: 805/579-7156 Steve Fiori $5,200,000.00 Waterline Notice of Completion 1-27-04 Contract Amount Type of Work Date Completed Provide additional project description to show similar work: 7600'60"-72"WSP Casitas Municipal Water District 3. 1055 Ventura Ave Oak View 93022 Name and Address of Public Agency Name and Telephone No. of PrOfect Manager: 805t649-2251 Stevcn Wickstiom 52,406,856.00 Waterline Not ice ofcomplction I1-22-02 Contract Amount "type of'Work Date Completed Provide additional project description to show similar work: 1050' 144"e.nrL.Ce:pipe GI Bidder's Critical Staff Listed below are the names of 113e bidders proposed Construction Project Manager, and Superintendent. For each of'these critical positions, please list at least three projects 1'or which the critical stalThas performed similar work within and around the last five years. 'These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. I. lack Powell Name ol'proposed Project Manager- 310-505-4535 Telephone No. of proposed Project Manager: M WD I,A-37 Connection Hatteras St.k Sepulveda Blvd. Laos Angeles 53;)27,332'00 3/24/06 official com alction 2000' 54"CW4LtiC\\'SI'.300'Boring 1 Project Name & Contract Amount Type of Work Date Completed La Posas Feeder No.3 L.A.Av to Grimes Cvn Rd/V','Rutter Crock Rd,Moorpark $5,200.000.00 Notice of Complctiou I-�, 7-04 n'An"_71" VIS Project Name & Contract Amount Type of*Work Datc Completed Horizontal storage Project $2,406,356.00 Notice of completion 1 1-22-02 1050'144"C'MI c,C Wu Project Name & Contract Amount Type ol'Work Date Completed ?, kicky Lee Name of'proposed Superintendent Telephone No. of'proposed Superintendent: NMID LA-37 Connection 1-111Mras St.&Sepulveda Blvd. Laos Angeles 3/24/06 oilicial completion 2000' 54"CML&C WSI',300'Boring $3,927,332,00 Project Name & Conti-act Amount Typc of Work Date Completed Las Posas Feeder No.3 L.A.Av to Grimes Cvn Rd/W 13uticr Crock Rd,Moorpark y,(J(Ji,n^_7� \ArCU $5,200,000.00 Nwicc of Completion I-27-04 Project Name & Contract Amount Type of'Work Date Completed I lorizuntal Storage 1'rojcct 2_ 2 I050' 144"CNN l,&C give $2,400.856.00 Notice ofcunyiletion I I-2_ 0_ Project Name & Contract Amount 'Type of'Work Date Completed C-11 Micro-Tunnel Project History (VADNAIS TRENCHLESS SERVICES, INC.) If the bidder is self-performing the micro-tunnel then this section shall be completed only for micro tunnel projects that were self-performed by the bidder. If the bidder is using a subcontractor to perform micro-tunnel operations, then this section of the bid documents shall be completed documenting the micro-tunnel subcontractor's project history. For the purposes of this project, the micro-tunneling contractor/subcontractor shall provide project history of similar work, specifically referencing the installation of large diameter, typically 24-inch and greater, butt-welded steel casing pipe within Caltrans right of way. The Specification Section 02441 1.03 outlines criteria to qualify the micro-tunnel contractor/subcontractor for this project. Information provided in this section of the bid documents shall satisfy the criteria of Section 02441 1.03. Bidders are encouraged to submit supplemental relevant project history in addition to the projects listed herein. Listed below are the names, address and telephone numbers for three public agencies for which the micro-tunnel contractor/subcontractor has performed similar work within and around the past five years: I. City of Los Angeles - 1149 South Broadway#300, Los Angeles, CA 90015 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Andy Flores - (213)485-4496 $2,042,894 March 2015 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N"Value, hydrostatic head, depth of casing *See Project No. 58 on attached John Foote/Roger Skog MTBM Operator C-12 2. City of Manteca - 1001 West Center Drive, Manteca, CA 95337 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Greg Showerman-(209)456-8400 $1,504,975 May 2017 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N" Value, hydrostatic head, depth of casing *See Project No. 72 on attached John Foote MTBM Operator 3. Pacific Gas & Electric - 6121 Bollinger Canyon Rd, San Ramon, CA 94583 Name and Address of Public Agency Name and Telephone No. of Agency's Project Manager: Jose Quintero- (925)407-7943 $890,420 October 2017 Contract Amount Date Completed Provide additional project description to show similar work such as, length of micro-tunnel, diameter of casing installed, casing material, soil type, soil strength, "N" Value, hydrostatic head, depth of casing *See Project No. 75 on attached John Foote MTBM Operator **See additional pages for complete Vadnais Trenchless project history.** C-13 Micro-Tunnel Proposed Staff Listed below is the name of the bidders proposed MTBM Operator. List at least three projects for which the MTBM Operator has performed similar work within and around the last five years. These projects do not have to be under the employment of the bidder of this project. Bidders are encouraged submit supplemental relevant project history in addition to the projects listed herein. John Foote Name of proposed MTBM Operator 1. Santa Monica Bay Low Flow Diversion Upgrades Phase 2 March 2015 Project Name, Date Completed 846 LF of 60" Permalok Steel Casing Beach Deposits (silty sand and gravel) Length of Tunnel, Soil Conditions 2. I-5 Widening Segment 2 Pipeline Relocation Project April 2017 Project Name, Date Completed 2 ea @ 300 LF Parallel 36" OD Welded Steel Casing Wet Med. Dense Sand Length of Tunnel, Soil Conditions 3. R-349 L-101 San Fransiquito Creek Crossing October 2017 Project Name, Date Completed 476 LF of 24" Sacrificial Steel Casing Young Bay Mud(Soft Silt and Sand) Length of Tunnel, Soil Conditions C-14 ,: 3 Primoria Sarvicao Corporation Vadnais Trench less OVERALL MICROTUNNELING EXPERIENCE Project No. 1 Oso Creek Trunk Sewer Relocation—MISSION VIEJO,CA Owner: Santa Margarita Water District Contact Person: Bart Lantz, Project Manager, SMWD Address: P.O.Box 2279,Mission Viejo,CA 92690 Phone Number: 949-459-6505 Design Engineer: Equipment Used: iseki TCC 500 w/Soft Ground Cutter Soil Conditions: Soil type was clay with no groundwater. Dewatering:N/A Project Description: This project consisted of three microtunneled crossings totaling 1,177 LF.One drive of 377 LF and two drives of 400 LF of 24"VCP with 3/8"deviation at an average depth of 30 FT. Project Superintendent: Mike Greenlee Microtunnel Machine Operator: Ralph Ian Site Safety Representative: Jeff Anderson Contract Amount: S988,173.00 Change Order Amount: S 0.00 Start Date: 12/93 Planned Completion Date: 02/94 Actual Completion Date: 02/94 Project No.2 I-680/SR-24 Sewer Relocations—PLEASANT HILL,CA Owner: Central Contra Costa Sanitation District Contact Person: Henry Thom, Project Manager,CCCSD Address: 5019 Imhoff Place,Martinez,CA 94553 Phone Number: 925-229-7334 Design Engineer: Equipment Used: Iseki TCC800 w/Soft Ground Cutter Soil Conditions: Soil type was clay and sand with groundwater approximately one foot above the pipe invert. Dewatering: Dewatering was performed with submersible pumps. Project Description: This project consisted of one drive of 375 LF of 36"O.D. steel casing pipe with %"deviation. The depth ranged from 12 to 35 ft. Project Superintendent: Tom Carmichael Microtunnel Machine Operator: Ralph Ian Site Safety Representative:Jeff Anderson Contract Amount: S851,816.00 Change Order Amount: S 0.00 Start Date:08/94 Planned Completion Date: 11/94 Actual Completion Date: 11/94 Project No.3 Pipeline 2000—SPRING VALLEY,CA Owner: San Diego Gas&Electric, 101 Ash Street, San Diego,CA 92101 Contact Person: Mitch Hagelstein, Project Manager,Hood Corporation(Prime Contractor) Address: PO Box 4368,Whittier, CA 90607 Phone Number: 562-945-1411 Design Engineer: Owner Equipment Used: Soltau RVS600AS w/Rock Cutter r Soil Conditions: Soil type was 30,000-psi blue granite rock with moderate groundwater. Dewatering:The General Contractor,Hood Corporation handled dewatering. Project Description: One drive of 240 LF of 60"ID,61"OD Permalok pipe with 3/8"deviation at a depth of 25 ft. Project Superintendent:N. Paul Vadnais Microtunnel Machine Operator: Troy Stokes Site Safety Representative:Jeff Anderson Contract Amount: $782,800 Change Order Amount: $0.00 Start Date: 09/95 Planned Completion Date: 10/95 Actual Completion Date: 10/95 Project No.4 Mission Hills and Santa Ynez Microtunnel—SANTA BARBARA CO,CA Owner: Central Coast Water Authority Contact Person: Dave Baum,Resident Engineer,CCWA Address: 225 Industrial Way, Suite B,Buellton, CA 93427 Phone Number: 805-966-2224 Design Engineer: Equipment Used: Soltau RVS600AS w/Combination Cutter Soil Conditions: Soil conditions consisted of a mixed face of Rincon claystone,river cobble,silty sand,boulder and rock(+12,000 psi)under the San Antonio Creek and the Santa Ynez River. Dewatering: We dewatered with the use of three concrete caisson shafts. Shaft depths were 65 feet, 70 feet,and 80 feet. Project Description: This project consisted of one 210 foot drive at a depth of 40 feet under the San Antonio Creek and two drives of approximately 910 LF each at a depth of 60 feet under the Santa Ynez River with 60" ID, 61"OD Permalok Pipe. Maximum deviation on all three drives was '/2". This project was completed under 55 feet of groundwater. Intermediate jacking stations were installed and used. Project Superintendent:N. Paul Vadnais Microtunnel Machine Operator: Troy Stokes Site Safety Representative: Jeff Anderson Contract Amount: $4,565,000 Change Order Amount: $0.00 Start Date: 09/96 Planned Completion Date: 06/96 Actual Completion Date: 05/96 Project No.5 Lake Street and Rampart Blvd Interceptor Sewer—LOS ANGELES,CA Owner: City of Los Angeles, 650 South Spring Street,Los Angeles, CA 90014 Contact Person: Dan Comorre,Resident Engineer,City of Los Angeles Address: 650 South Spring Street,Los Angeles, CA 90014 Phone Number: 213-473-4952 Design Engineer: Owner Equipment Used: Soltau RVS600 and Soltau RVS250 w/Soft Ground Cutters Soil Conditions: Soil type was classified as extra hazardous,as the project was located in the old City of Los Angeles oil fields with moderate groundwater. Dewatering: Dewatering was performed with submersible pumps. Project Description: This project consisted of 17 drives,totaling 8,350 LF. Intermediate jacking stations were installed and used. Vadnais Corporation installed a total of 18 shafts averaging 35'long x 20'wide,with depths ranging from 15 feet to 50 feet. Deviation on drives ranged from 3/8"to ''/2'deviation. The pipe used for this project was 62"O.D.T-Lock Pipe and 34.5"O.D.VCP No-Dig Pipe. (See Below) 62" RCP Drive 1 894 LF Drive 7 831 LF(w/IJS) Drive 2 894 LF(w/IJS) Drive 8 264 LF Drive 3 661 LF Drive 9 106 LF Drive 4 70 LF Drive 10 801 LF Drive 5 738 LF Drive 11 127 LF Drive 6 127 LF 34.5"VCP Drive 12 507 LF Drive 15 377 LF Drive 13 439 LF Drive 16 440 LF Drive 14 533 LF Drive 17 540 LF Project Superintendent: Phil Palomino Microtunnel Machine Operator:Troy Stokes/Grahme Turnbull Site Safety Representative: Jeff Anderson Contract Amount: $7,989,578 Change Order Amount: $0.00 Start Date: 10/96 Planned Completion Date: 09/98 Actual Completion Date: 10/98 Project No.6 South Irvine Regional Sewer—IRVINE&NEWPORT BEACH,CA Owner: Irvine Ranch Water District Contact Person: Jim Tran,Project Manager, IRWD Address: P.O. Box 57000, Irvine, CA 92619 Phone Number: 949-453-5555 Design Engineer: Equipment Used: Soltau RVS 250 w/Soft Ground Cutter Soil Conditions: Soil type was sandy clay with minimal groundwater. Dewatering: N/A Project Description: This project consisted of seven drives totaling 2,333 LF at depth ranging from 15 to 25 FT with 3/8"to ''/z"deviation. Drivel 366 LF Drive 5 364 LF Drive 2 180 LF Drive 6 510 LF Drive 3 525 LF Drive 7 321 LF Drive 4 64 LF Project Superintendent: Tom Carmichael Microtunnel Machine Operator: Roger Skog Site Safety Representative:Jeff Anderson Contract Amount: $1,867,978.00 Change Order Amount: $ 0.00 Start Date: 06/97 Planned Completion Date: 01/98 Actual Completion Date: 01/98 Project No.7 I-Street Corridor Sewer Improvement Project—UNION CITY,CA Owner: Union Sanitary District, 37532 Dusterberry Way,Fremont,CA Contact Person: Brian Gleghom,Project Manager,J. Flores Construction(Prime Contractor) Address: 4229 Mission St,San Francisco,CA 94112 Phone Number: 415-337-2934 Design Engineer: Equipment Used: lseki TCC 600 w/Soft Ground Cutter Soil Conditions: Soil type was sandy clay with minimal groundwater. Dewatering: N/A Project Description: This project consisted of one 1,200 LF drive of 500mrn Meyers Polycrete Pipe(23.75"O.D.) at a depth of 21 FT with ''/z"deviation. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Ralph Ian Site Safety Representative: Jeff Anderson Contract Amount: $496,770.00 Change Order Amount: $0.00 Start Date: 10/97 Planned Completion Date: 11/97 Actual Completion Date: 10/97 Project No.8 Sump 2 Improvements—SACRAMENTO,CA Owner: City of Sacramento, 5770 Freeport Boulevard,#100, Sacramento,CA 95822 Contact Person: Ken Riley, Sponsor,Kiewit Pacific Company(Prime Contractor) Address: 5000 Marsh Drive, Concord,CA 94520 Phone Number: 925-686-3030 Design Engineer: MWH,Don Spiegel 916-924-8844 Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Soil type was sandy clay. Dewatering: The General Contractor,Kiewit Pacific handled dewatering using submersible pumps. Project Description: One drive of 180 LF and one drive of 170 LF 72" ID,86"OD RCP at a depth of 25 feet with 3/8"deviation. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative:Jeff Anderson Contract Amount: $574,600 Change Order Amount: $0.00 Start Date: 08/98 Planned Completion Date: 08/98 Actual Completion Date:08/98 Project No.9 Peters Canvon Trunk Sewer—IRVINE,CA Owner: Irvine Ranch Water District, P.O.Box 57000, Irvine,CA 92619 Contact Person:Jim Tran, Project Manager, IRWD Address: P.O. Box 57000, Irvine,CA 92619 Phone Number: 949-453-5555 Design Engineer: Equipment Used: Iseki TCC500 w/Soft Ground Cutter Soil Conditions: Soil type was silty clay with moderate groundwater. Dewatering: Dewatering was perfonned using submersible pumps. Project Description: This project consisted of seven drives,totaling 3,020 LF at a depth of I0 to 15 FT with deviation.24"I.D.VCP was used. Drive l 440 LF Drive 5 488 LF Drive 2 408 LF Drive 6 408 LF Drive 3 408 LF Drive 7 360 LF Drive 4 520 LF Project Superintendent:Tom Carmichael Microtunnel Machine Operator: Roger Skog Site Safety Representative: Jeff Anderson Contract Amount: $3,122,245.00 Change Order Amount: $0.00 Start Date: 09/98 Planned Completion Date: 11/98 Actual Completion Date: 11/98 Project No. 10 Ocean Boulevard Storm Drain—LONG BEACH,CA Owner: Port of Long Beach,925 Harbor Plaza,Long Beach,CA 90802 Contact Person: John King,Project Manager,Bali Construction,Inc. (Prime Contractor) Address: 9852 Vargas Way, South El Monte,CA 91733 Phone Number: 626-442-8003 Design Engineer: Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Soil type was silty sand. Dewatering: Dewatering was performed with submersible pumps. Project Description: This project consisted of four drives of 48"ID,67"OD RCP at a depth of 15 to 20 feet with 3/8"deviation. Drive lengths were 620 LF, 860 LF, 920 LF, and 800 LF. Intermediate jacking stations were installed and used. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative: Dan Schitea Contract Amount: $1,928,000 Change Order Amount: $0.00 Start Date: 11/98 Planned Completion Date: 4/99 Actual Completion Date: 3/99 Project No. 1 I Southern Industrial Trunk Sewer Improvement(Ph.II)—STOCKTON,CA Owner: City of Stockton,2500 Navy Drive, Stockton, CA 95206 Contact Person: Jim Falk, Project Manager,Mountain Cascade, Inc. (Prime Contractor) Address: 555 Exchange Court,Livermore,CA 94550 Phone Number: 925-373-8370 Design Engineer: Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Soil type was stiff, sticky clay. Dewatering: Dewatering was performed with submersible pumps. Project Description: This project consisted of one 420 LF drive of 72" ID,90" OD RCP at a depth of 19 to 20 feet with 1/2" deviation. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative: Dan Schitea Contract Amount: $580,880 Change Order Amount: $0.00 Start Date:05/99 Planned Completion Date: 05/99 Actual Completion Date: 05/99 Project No. 12 Bajamont Way Membrane Filtration Plant—RANCHO CORDOVA,CA Owner: Carmichael Water District Contact Person: Steve Nugent,General Manager Address: 7837 Fair Oaks Blvd.,Carmichael,CA 95608 Phone Number: 916-483-2452 Design Engineer: MWH,Don Spiegel 916-924-8844 Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Soil type was sandy clay with some gravel. Dewatering: Dewatering was performed with submersible pumps. Project Description:This project consisted of three drives: 552 LF, 1,021 LF,and 691 LF under the American River with 45 feet of water head. Intermediate jacking stations were installed. Pipe used was 48" 1D, 60"OD RCP. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative:Dan Schitea Contract Amount: $3,866,364 Change Order Amount: $ 0.00 Start Date: 06/99 Planned Completion Date: 02/00 Actual Completion Date: 02/00 Project No. 13 American River Crossing 48"Water Transmission Main—SACRAMENTO,CA Owner: City of Sacramento Contact Person: Dan Sherry,City Engineer, Department of Utilities,City of Sacramento Address: 1395 35`h Avenue, Sacramento,CA 95822 Phone Number: 916-808-1419 Design Engineer: CH2M Hill Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Soil conditions were medium dense alluvium and gravel with an average of 35 feet of groundwater. Dewatering: No shaft dewatering required. Project Description: This project consisted of three tunnel drives:A 324 LF drive under 1-5,a 652 LF drive under Garden Highway,and an 1,122 LF drive under the American River. The pipe used was 48"ID,63"OD Reinforced Concrete Cylinder Pipe. Intermediate jacking stations were installed and used. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative: Dan Schitea Contract Amount: $7,190,470.00 Change Order Amount: -$75,776.00 Start Date: 08/00 Planned Completion Date: 12/00 Actual Completion Date: 12/00 Project No. 14 Marinette Water Main River Crossing—MARINETTE,WI Owner: City of Marinette Contact Person: Brian Miller,Director of Public Works, City of Marinette Address: 1905 Hall Avenue, Marinette, WI 54143-0135 Phone Number: 715-732-5134 Design Engineer: HNTB, Peter Nilles 414-359-2300 Equipment Used: Soltau RVS 600 w/Combination Cutter Soil Conditions: Soil conditions consisted of stiff clay,and dense silt with nested boulders and saturated wood debris under approximately 40 ft of groundwater. Dewatering: Dewatering was performed using perimeter wells and sump pumps. Project Description: This project consisted of a single drive of 602 LF under the Menominee River.This project utilized the two-pass method with 52.5"O.D.Permalok casing pipe and two 18"ductile iron water mains and a single 6"PVC conduit as the carrier pipes. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative: Dan Schitea Contract Amount: $1,582,500.00 Change Order Amount: $0.00 Start Date: 03/01 Planned Completion Date: 08/01 Actual Completion Date: 08/01 Project No. 15 California Meadows SR29/SR37 SS Rerouting Project—VALLEJO,CA Owner: Vallejo Sanitation and Flood Control District,450 Ryder Street,Vallejo,CA 94590 Contact Person: Jeff Peel,Area Manager, Steve P. Rados,Inc.(Prime Contractor) Address: 9550 Elder Creek Road,Sacramento,CA 95829 Phone Number: 916-475-1654 Design Engineer: CH2M Hill Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Soil conditions consisted of some sticky clay with sand and some gravel and jet-grouted peat and clay. The 155 LF run had only nuisance water,but the other runs averaged around 15 feet of groundwater. Dewatering: Shafts were dewatered with submersible pumps. Project Description:This project consisted of five tunnel drives: 155 LF,550 LF, and 3 each at 597 LF. The155 LF drive was under SR29(Sonoma Blvd.),and the remaining 4 drives(totaling 2,341 LF)were driven from temporary rock islands under the South White Slough. The pipe used was 48"ID, 59"OD Polymer Resin Concrete Pipe(Meyers Polycrete). Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative: Dan Schitea Contract Amount: $2,032,000.00 Change Order Amount: $736,934.50 Start Date: 01/01 Planned Completion Date:4/01 Actual Completion Date: 5/02 Project No. 16 Parallel Westside Interceptor(Phase I)—REDDING,CA Owner: City of Redding,Public Works Department Contact Person: Bill Goodwin,City Engineer,City of Redding PWD Address: P.O. Box 496071,Redding, CA 96049 Phone Number: 530-255-4170 Design Engineer: CH2M Hill Equipment Used: Soltau RVS 600AS w/Soft Ground Cutter Soil Conditions: The soil conditions on this project consisted of silty clay with cobbles and boulders approximately 10 FT below the water table. Dewatering: The General Contractor,Kenco,handled dewatering on this project. Project Description: This project consisted of a 211 FT drive under an existing railroad track using 48"I.D.RCP. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative: Dan Schitea Contract Amount: 5293,200.00 Change Order Amount: $44,460.00 Start Date: 06/02 Planned Completion Date: 06/02 Actual Completion Date: 06/02 Project No. 17 Sewer Force Main Replacement Project—NAPA,CA Owner: City of Napa Contact Person: Mark Andrilla,Associate Civil Engineer, City of Napa Address: 1600 First Street,Napa, CA 94559 Phone Number: 707-257-9520 Design Engineer: CH2M Hill Equipment Used: Soltau RVS 400 w/Soft Ground Cutter Soil Conditions: Soil conditions consisted of stiff clay,and dense silt with occasional gravel and saturated debris under approximately 30 ft of groundwater. Dewatering: Anderson Construction drilled two 50 FT shafts to cut off the groundwater. Project Description: This project consisted of two tunnel drives totaling 540 LF. The first drive was a 180 LF drive uphill at a 20%slope,and the second drive was 360 LF under the Napa River. This project utilized the two- pass method with 38"O.D. Permalok casing pipe and 24"ductile iron sewer force main for the carrier pipe. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative: Dan Schitea Contract Amount: $2,253,061.00 Change Order Amount: $33,505.00 Start Date: 02/03 Planned Completion Date: 06/03 Actual Completion Date: 06/03 Project No. 18 Moreno Lakeside Pipeline Project—LAKESIDE,CA Owner: San Diego County Water Authority Contact Person: Gary W. Bousquet,P.E.,Project Manager, SDCWA Address: 4677 Overland Avenue, San Diego,CA 92123 Phone Number: 858-522-6600 Design Engineer: Owner Equipment Used: Soltau RVS 600AS w/Soft Ground Cutter Soil Conditions: Soil conditions consisted of loose running sand approximately 25 FT below the water table. Dewatering:The General Contractor,Archer Western handled dewatering using perimeter wells. Project Description:This project consisted of a single microtunneled crossing,approximately 508 LF in length, under the San Diego River. This project utilized a two-pass system with 78"O.D. casing pipe and 60"I.D.carrier pipe. The casing for this project was bare steel with interlocking joints supplied by Permalok and the carrier pipe was CML/CMC steel pipe supplied by Ameron. Project Superintendent: Steve Sebestyen Microtunnel Machine Operator: Roger Skog Site Safety Representative: Jeff Anderson Contract Amount: $724,100.00 Change Order Amount: $0.00 Start Date: 04/04 Planned Completion Date: 05/04 Actual Completion Date: 05/04 Project No. 19 Howe Avenue 54"Water Transmission Main—SACRAMENTO,CA Owner: City of Sacramento Contact Person: Brett Grant,Associate Engineer Address: 1395 35°1 Avenue, Sacramento,CA 95822 Phone Number: 916-808-1413 Design Engineer: Black&Veatch,Jennifer McNutt 916-851-0260 Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: Very dense alluvium and gravel,with approximately 40 feet of groundwater. Dewatering:No shaft dewatering was required. Project Description: This project consisted of a single tunnel drive of 1,454 LF. The microtunnel drive was performed under the American River: A 28-foot ID,65' deep reinforced concrete caisson shaft was installed as a launch shaft and the reception shaft was the same depth and constructed as a 20-foot ID Auger-drilled shaft. Three intermediate jacking stations were installed.The pipe used was 54"ID, 70"OD Reinforced Concrete Cylinder Pipe (C300). Underwater retrieval of the MTBM was made within the reception shaft under—40-feet of water. Project Superintendent: Curtis Verkest Microtunnel Machine Operator: Roger Skog Site Safety Representative: Dan Schitea Contract Amount: $3,725,395.00 Change Order Amount: $77,605.00 Start Date: 04/04 Planned Completion Date: 12/04 Actual Completion Date: 12/04 Project No.20 YoIo Force Main—CLARKSBURGH,CA Owner: Sacramento Regional County Sanitation District,700 H Street,Sacramento,CA 95814 Contact Person: Bill Welman,Project Manager,Las Vegas Paving Corp.(Prime Contractor) Address: 4420 South Decatur Blvd.,Las Vegas,NV 89103 Phone Number: 702-251-5800 Design Engineer: West Yost,John Goodwin 530-765-5095 Equipment Used: Soltau RVS600AS w/Soft Ground Cutter Soil Conditions: The soil encountered on this project was a mixture of hard clay,silty sand,and dense gravel approximately 25 FT below the water table. Dewatering: The General Contractor,Las Vegas Paving Corp.handled dewatering for this project. Project Description: This project consisted of two tunnel drives of approximately 485 LF each at a depth of 35 feet under the Babel Slough. We used 82.75" ID, 84"OD Permalok casing pipe with 66"ID,69.25"OD carrier pipe. The maximum deviation for this project was 1/2". Project Superintendent: Dan Schitea Microtunnel Machine Operator: Roger Skog/Brent Case Site Safety Representative: Dan Schitea Contract Amount: $1,745,075.00 Change Order Amount: $10,000.00 Start Date: 06/05 Planned Completion Date: 08/05 Actual Completion Date: 09/05 Project No.21 Natomas Force Main—NATOMAS,CA Owner: Sacramento Regional County Sanitation District, 700 H Street, Sacramento, CA 95814 Contact Person: Randy Buckman,Project Manager,Mountain Cascade Inc. (Prime Contractor) Address: 1635 Cebrian Street,West Sacramento,CA 95691 Phone Number: 916-617-2841 Design Engineer: Hatch Mott MacDonald Equipment Used: Soltau RVS 600AS w/Soft Ground Cutter Soil Conditions: The soil encountered on this project consisted of loose to medium dense,poorly graded sand approximately 15 FT below the water table. Dewatering: The General Contractor, Mountain Cascade Inc.handled dewatering for this project. Project Description: This project consisted of two tunnel drives of approximately 376 LF each at a depth of 20 feet under the West Drainage Canal. We used 76.50" ID, 78"OD Permalok casing pipe with 60"ID,63.03"OD carrier pipe with a maximum deviation of 1/4". Project Superintendent: Dan Schitea Microtunnel Machine Operator: Roger Skog/Brent Case Site Safety Representative: Dan Schitea Contract Amount: $1,377,308.00 Change Order Amount: $0.00 Start Date: 07/05 Planned Completion Date: 09/05 Actual Completion Date: 08/05 Project No.22 Arden Parallel Force Main—SACRAMENTO,CA Owner: Sacramento Regional County Sanitation District Contact Person: Kevan Samsam,Resident Engineer, Sacramento County CM1D Address: 700 H Street, Sacramento,CA 95814 Phone Number: 916-875-9505 Design Engineer: CH2M Hill,Jeff Smith 916-286-0306 Equipment Used: Herrenknecht AVN 1500T w/Combination Cutter Soil Conditions: The soil encountered on this project was a mixture of slightly cemented silty sands and dense gravel. Dewatering: Dewatering was not necessary on this project due to the construction of a sunken concrete caisson. Project Description:This project consisted of two tunnel drives 80 feet under the American River. The first drive was approximately 591 feet and the second drive was approximately 610 feet. We used 70.5"ID,72"OD Permalok casing pipe with 60"ID,61.875"OD carrier pipe. Underwater retrieval of the MTBM was made within the reception shafts under—50-feet of water.The maximum deviation for this project was 1/4". Project Superintendent: Dan Schitea/Curtis Verkest Microtunnel Machine Operator: Brent Case/Jens Schnalle Site Safety Representative: Dan Schitea Contract Amount: $3,384,000.00(Includes Launch Shaft) Change Order Amount: $0.00 Start Date: 09/05 Planned Completion Date: 10105 Actual Completion Date: 10105 Project No.23 North San Jacinto Sewer Proiect—HEMET,CA Owner: Eastern Municipal Water District,2270 Trumble Road,Perris,CA 92572 Contact Person: Jim Wyatt,Director of Field Engineering,EMWD Address: 2270 Trumble Road,Perris,CA 92572 Phone Number: 951-928-3777 Design Engineer: RBF Consulting Equipment Used: Iseki TCC 600 w/Soft Ground Cutter Soil Conditions:The soil conditions consisted of a mixture between silty clay and sandy material approximately 20'-25'below the water table. Dewatering: The dewatering on this project was handled with submersible pumps. Project Description: This project consisted of 17 drives totaling approximately 7,100 LF of 27"Meyer pipe.This project was originally planned as an open cut project but required the use of microtunneling due to the high water table in the area. Project Superintendent: Peter Turnbull Microtunnel Machine Operator: Roger Skog/John Foote Site Safety Representative:Jeff Anderson Contract Amount: $2,924.877.00 Change Order Amount: $0.00 Start Date: 08/05 Planned Completion Date: 02/06 Actual Completion Date: 04/06 Project No.24 Murrieta Valley Interceptor Trunk Sewer(Phase 1)—MURRIETA,CA Owner: Rancho California Water District Contact Person: Craig Mapes,Project Manager,RCWD Address:42135 Winchester Road,Temecula,CA 92590 Phone Number: 951-296-6900 Design Engineer: RBF Consulting Equipment Used: Soltau RVS 600AS w/Soft Ground Cutter Soil Conditions: The soil encountered on this project consisted of loose to medium dense,poorly graded sand. Dewatering:The dewatering on this project was handled with submersible pumps in the pits. Project Description: This project consisted of approximately 1,450 LF of 48"Meyer Polycrete microtunnel pipe. Intermediate jacking stations were installed and used. Project Superintendent: Peter Turnbull Microtunnel Machine Operator: Roger Skog/John Foote Site Safety Representative: Jeff Anderson Contract Amount: $1,200,000.00 Change Order Amount: $0.00 Start Date: 03/06 Planned Completion Date: 04/06 Actual Completion Date: 04/06 Project No. 25 Sorrento Valley Trunk Sewer and Pump Station 89—SAN DIEGO,CA Owner: City of San Diego, 600 B Street, Suite 800, San Diego,CA 92101 Contact Person: Scott Fox,Project Manager,HPS Mechanical,Inc. (Prime Contractor) Address: 220 West G Street, Suite C, San Diego, CA 92101 Phone Number: 619-237-7222 Design Engineer: City of San Diego Equipment Used: Iseki TCC 600 and lseki TCC 300 w/Soft Ground Cutters Soil Conditions: The soil conditions consisted of a mixture between silty clay and sandy material approximately 15'-20'below the water table. Dewatering:The dewatering on this project was handled with submersible pumps. Project Description:This project consisted of six drives totaling 1,680 LF.The project includes three drives of 12" I.D.VCP, one drive of 15"I.D.VCP and two drives of 24"I.D. VCP. Drive 1 280 LF 12" ID VCP Drive 2 270 LF 12"ID VCP Drive 3 240 LF 12" ID VCP Drive 4 60 LF 15" ID VCP Drive 5 590 LF 24"ID VCP Drive 6 240 LF 24"ID VCP Project Superintendent: Peter Turnbull Microtunnel Machine Operator: Roger Skog/John Foote Site Safety Representative: Jeff Anderson Contract Amount: $1,126,300.00 Change Order Amount: $750,000.00 Start Date: 9/05 Planned Completion Date: 5/06 Actual Completion Date: 05/06 Project No.26 Hollvhills Drain Unit 8B(Phase II)—WEST HOLLYWOOD,CA Owner: Los Angeles County Dept.of Public Works Contact Person: Ali Zadeh, Project Manager,LACDPW Address: 900 S Fremont Ave.,Alhambra,CA 91803 Phone Number: 626-297-0114 Design Engineer: Owner Equipment Used: Soltau RVS 600A-S/Herrenknecht AVN 1800D w/Combination Cutters Soil Conditions: Silty Sands and Clay 10'under the groundwater table Dewatering: Dewatering for this project was handled by the General Contractor,Colich Construction. Project Description: This project consists of five microtunnel drives totaling approximately 4,052 LF.The project includes two drives of 66"I.D. (81"O.D.)RCP,and three drives of 84"I.D. (102"O.D.)RCP. Intermediate jacking stations were installed and used for both pipe sizes on this project. (See Below) Drive 1 938 LF 102"O.D.RCP Drive 2 534 LF 102"O.D.RCP Drive 3 475 LF 102"O.D.RCP Drive 4 1,053 LF 8 1"O.D.RCP Drive 5 1,053 LF 8 1"O.D. RCP Project Superintendent: Peter Turnbull Microtunnel Machine Operator: Roger Skog/Ian Nicoll Site Safety Representative:Dan Schitea Contract Amount: $3,71 1,320.00 Change Order Amount: S 0.00 Start Date: 06/06 Planned Completion Date: 11/06 Actual Completion Date: 11/06 Project No. 27 Elkhorn Reservoir—NORTH HIGHLANDS,CA Owner: City of Sacramento, Department of Utilities Contact Person: Warren Peterson,Associate Civil Engineer,Sacramento Dept. of Utilities Address: 1395 35th Avenue,Sacramento,CA 95822 Phone Number: 916-808-1910 Design Engineer: City of Sacramento Equipment Used: Iseki TCC 800 w/Soft Ground Cutter Soil Conditions: The soil conditions consisted primarily of silty sands 15'below the groundwater table. Dewatering: Dewatering for this project was the responsibility of Gateway Pacific. Project Description:This project consisted of a single 250 LF microtunnel drive under the East Main Drainage Channel.It utilized the two-pass method with 36"O.D. Permalok casing pipe and 24"ductile iron water main for the carrier pipe. Project Superintendent: Roger Skog Microtunnel Machine Operator: Roger Skog Site Safety Representative: Brian McCahon Contract Amount: $320,000.00 Change Order Amount: $145,475.00 Start Date: 1 1/06 Planned Completion Date: 12/06 Actual Completion Date: 01/07 Project No.28 Lakeshore Trunk Sewer—Malaga Reach—LAKE ELSINORE,CA Owner: Elsinore Valley Municipal Water District Contact Person: Greg Kowalski, Civil Engineer,Elsinore Valley Municipal Water District Address: 31315 Chaney St, Lake Elsinore, CA 92531 Phone Number: 951-674-3146 ext.8349 Design Engineer: Kennedy&Jenks Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: The soil conditions on this project consisted primarily of sandy silt with large cobbles. Dewatering:The dewatering for this project was accomplished by the use of sheet pile shafts and drilled CMP shafts with submersible pumps to sump out any nuisance water. Project Description: This project consisted of 2,580 LF of 48"I.D. (59.5"O.D.)RCP,sheet pile drive shafts, drilled CMP reception shafts, and associated manholes. (See Below) Drive 1 805 LF 48"I.D. (59.5"O.D.)RCP Drive 3 735 LF 48"I.D. (59.5"O.D.)RCP Drive 2 700 LF 48"I.D. (59.5"O.D.)RCP Drive 4 340 LF 48"I.D. (59.5"O.D.)RCP Project Superintendent: Peter Turnbull Microtunnel Machine Operator: Roger Skog Site Safety Representative:Jeff Anderson Contract Amount: $6,124,624.00 Change Order Amount: -$211,000.00 Start Date:01/07 Planned Completion Date: 07/07 Actual Completion Date: 06/07 Project No.29 Oxnard Plain Brine Line,Phase 113—OXNARD,CA Owner: Calleguas Municipal Water District Contact Person: Robert Beamer, Senior Project Manager,CMWD Address: 2100 Olsen Road,Thousand Oaks,CA 91360 Phone Number: 805-526-9323 Design Engineer: Perliter&Ingalsbe Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: The soil conditions on this project consisted primarily of sandy silty clay approximately 10' below the water table. Dewatering: The dewatering for this project included the use of sheet pile shafts with submersible pumps to sump out any nuisance water. Project Description: This project consisted of a single microtunnel drive under the Revlon Slough totaling 320 LF. The jacking pipe used on this project was 63.5"O.D. Permalok Casing pipe installed at a depth of approximately 25' below existing grade. Project Superintendent: Peter Turnbull Mierotunnel Machine Operator: John Foote Site Safety Representative: Jeff Anderson Contract Amount: $669,600.00 Change Order Amount:-$81,802.00 Start Date: 08/07 Planned Completion Date:09/07 Actual Completion Date: 09/07 Project No.30 Harvard Avenue Trunk Sewer—IRVINE,CA Owner: Irvine Ranch Water District Contact Person: Jeff Staneart,Project Engineer, IRWD Address: 15600 Sand Canyon Avenue,Irvine, CA 92619 Phone Number: 949-453-5540 Design Engineer: CDM Equipment Used: Iseki TCC 800 w/Soft Ground Cutter Soil Conditions: The soil conditions for this project consisted of mostly dense,wet clay. Dewatering:The dewatering for this project was accomplished by dewatering wells installed by the GC. Project Description: This project consisted of 1,050 LF of 36"I.D. RCP,sheet pile drive shafts,drilled CMP reception shafts,and associated manholes.(See Below) Drive 1 530 LF 36"I.D. Meyers Pipe Drive 2 520 LF 36" I.D. Meyers Pipe Project Superintendent: John Foote Mierotunnel Machine Operator:John Foote Site Safety Representative: Jeff Anderson Contract Amount: $588,000.00 Change Order Amount: $0.00 Start Date:02/08 Planned Completion Date: 03/08 Actual Completion Date: 03/08 Project No.31 Metro Air Park Off-Site Water Transmission Main—SACRAMENTO,CA Owner: Metro Air Park, LLC Contact Person: Tom Ramos Address: P.O.Box 175,West Sacramento,CA 95691 Phone Number: (916)372-6170 Design Engineer: PMA,Inc. Equipment Used: Iseki TCC 800 w/Soft Ground Cutter Soil Conditions: The soil conditions on this project consisted primarily fat clay approximately 1'-5'below the water table. Dewatering: The dewatering for this project was accomplished by the use of trench boxes with submersible pumps to sump out the nuisance groundwater. The shaft construction and dewatering was handled by the General Contractor,Tidelands Construction. Project Description:This project consisted of a single microtunnel drive under Interstate 5 near the Sacramento International Airport of 268 LF. The jacking pipe used on this project was 43.5"O.D. Pennalok Casing pipe installed at a depth of approximately 20'below existing grade. Project Superintendent: Eric Krisman Microtunnel Machine Operator: Roger Skog Site Safety Representative: Roger Skog/Brian McCahon Contract Amount: $408,550.00 Change Order Amount: $0.00 Start Date:08/08 Planned Completion Date: 08/08 Actual Completion Date: 08/08 Project No.32 Perris Vallev Water Filtration Plant—PERRIS,CA Owner: Easter Municipal Water District Contact Person: Robert Carley Address: 2270 Trumble Road, Perris,CA 92570 Phone Number: 714-435-6313 Design Engineer: CH2MHill Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: The soil conditions consisted primarily of loose sand. Dewatering: Perimeter dewatering wells installed by the GC were used for dewatering the shafts. Project Description: This project consisted of one drive of 60"OD Permalock Steel Casing totaling 195 LF. The carrier pipe and casing spacers were installed and the annulus grout was also included. Project Superintendent: John Foote Microtunnel Machine Operator:John Foote Site Safety Representative:Tyler McClymont Contract Amount: $973,352 Change Order Amount: -$359,354 Start Date: 2/09 Planned Completion Date: 4/09 Actual Completion Date: 4/09 Project No.33 North Natomas Metro Air Park Trunk Sewer—SACRAMENTO,CA Owner: Metro Air Park,LLC Contact Person: Tom Ramos Address: P.O. Box 175,West Sacramento,CA 95691 Phone Number: (916) 372-6170 Design Engineer: PMA,Inc. Equipment Used: Herrenknecht AVN 800 w/Soft Ground Cutter Soil Conditions: The soil conditions on this project consisted primarily of fat clay approximately 5'-8'below the water table. Dewatering: The dewatering for this project was accomplished by the use of trench boxes with submersible pumps to sump out the nuisance groundwater. The shaft construction and dewatering was handled by the General Contractor,Mountain Cascade,Inc. Project Description: This project consisted of a two microtunnel drives. The first drive consisted of 560 LF of 36" I.D.Denlock VCP beneath Greg Thatch Circle. The second drive consisted of 284 LF of 54"O.D. Permalock Casing beneath Highway 99. Both drives were installed at a depth of approximately 20'below existing grade. Project Superintendent: Eric Krisman Microtunnel Machine Operator:Joe Cheeseman Site Safety Representative: Brian McCahon Contract Amount: $745,000.00 Change Order Amount: $0.00 Start Date: 09/09 Planned Completion Date: 10/09 Actual Completion Date: 10/09 Project No.34 North Agua Hedionda Sewer Replacement—CARLSBAD,CA Owner: City of Carlsbad Contact Person: Mark Sullivan Address: 1635 Faraday Ave,Carlsbad,CA 92008 Phone Number: 858-201-0027 Design Engineer: Dudek& Assoc.,Russ Bergholz 760-942-5147 Equipment Used: Herrenkneclit AVN 800 w/Combination Cutter Soil Conditions: The soil conditions consisted primarily of clay,sand and bedrock(near lagoon). Dewatering: N/A Project Description: This project consists of two drives of 42"OD Permalok Steel Casing. Then 24"carrier pipe was installed on rails and grouted in place. An intermediate jacking station was installed and used. Drive 1 1,000 LF 42"OD Permalok Steel Casing Drive 2 78OLF 42"OD Permalok Steel Casing Project Superintendent: Jon Kay Microtunnel Machine Operator: Joe Cheeseman Site Safety Representative: Tyler McClymont Contract Amount: $3,616,500 Change Order Amount: $69,000 Start Date:1/09 Planned Completion Date:8/09 Actual Completion Date: 11/09 Project No.35 Carbon Canyon Dam Sewer and P.S.Abandonment—YORBA LINDA,CA Owner: Orange County Sanitation District Contact Person: Eric Oldham Address: 1152 E. Fruit St, Santa Ana,CA 92702 Phone Number: 714-567-7800 Design Engineer: RBF Consulting Equipment Used: Herrenknecht AVN 800 w/Combination Cutter Soil Conditions: The soil conditions consisted primarily of bedrock with interlayers of sandstone and siltstone with sequences of conglomerate. Dewatering: Dewatering was handled by sumping the jacking and reception shafts. Project Description: Microtunneling was required for 1,542 if at maximum depth of about 100 feet below the surface. The work was divided into two drives of 730 if and 812 If We installed 36"CCFRPM Hobas Pipe for the trenchless work. Project Superintendent: Curtis Verkest Microtunnel Machine Operator: Joe Cheeseman Site Safety Representative: Steve Wenzel Contract Amount: 1,002,500.00 Change Order Amount: $ 0.00 Start Date: 12/08 Planned Completion Date: 5/09 Actual Completion Date: 3/09 Project No.36 UNWI Section 9&Associated NEA Proiects—CITRUS HEIGHTS,CA Owners: Sacramento Regional County Sanitation District and County Sanitation District 1 Contact Person: Bill Chavez, P.E.,Project Manager, SRCSD Address: 5026 Don Julio Blvd., Sacramento,CA 95842 Phone Number: 916-876-6015 Design Engineer: HDR,Xiangquan Li 916-817-4700 Equipment Used: Herrenknecht AVN 800, lseki TCC 800,lseki TCC 600 w/Soft Ground Cutters Soil Conditions: The soil conditions consisted primarily of thicker layers of sandy silt and silty sand containing thinner interbeds of clay,sandy clay,clayey sand and some relatively clean sands ranging from 15' to 45' below the water table. Dewatering: Dewatering for this project was accomplished by using drilled CMP shafts installed by Anderson Drilling and submersible pumps to handle nuisance water. Project Description: This project consisted of installing 27,431 LF of pipe utilizing 40 separate microtunnel drives along Old Auburn Rd., Auburn Blvd.,Fair Oaks Blvd.,and Oak Ave. Of the 40 drives, 31 utilized direct jacked PCP with a 43.31"O.D. combined with a direct jacked VCP with a 42.677"O.D.,totaling 23,107 LF. The remaining 9 drives utilize direct jacked PCP with a 30.00"O.D. combined with a direct jacked VCP with a 29.961" O.D.,totaling 4,324 LF. Depths on this project range from 25'to 60' below existing grade. Intermediate jacking stations were constructed but never used on the project. Project Superintendent:Peter Turnbull Microtunnel Machine Operators: Roger Skog,John Foote,Tony Foote, Joe Cheeseman Site Safety Representative: Brian McCahon Contract Amount: $14,078,289.81 Change Order Amount: $0.00 Start Date: 08/07 Planned Completion Date: 11/09 Actual Completion Date: 5/10 Project No.37 Alvarado Crandall Relief Sewer—LOS ANGELES,CA Owner: Los Angeles Board of Public Works Contact Person: Jaime Valenzuela Address: 200 North Spring Street, Suite 361, Los Angeles,CA 90012 Phone Number: 213-485-5925 Design Engineer: Owner Equipment Used: TCC 600 Iseki w/Soft Ground Cutter Soil Conditions: The soil conditions consisted primarily of rock: 30,000 psi;bedrock;dense clay Dewatering: Dewatering for this project was not required. Project Description: This project consists of 6 drives of 24"ID Denlok clay pipe,totaling 2,670 LF. Drive 1 500 LF Drive 4 622 LF Drive 2 381 LF Drive 5 523 LF Drive 3 452 LF Drive 6 192 LF Project Superintendent: Ron Kaufold Microtunnel Machine Operator: Roger Skog,John Foote,Tony Foote Site Safety Representative: Tyler McClymont Contract Amount: $3,641,275 Change Order Amount: $1,881,375 Start Date: 6/08 Planned Completion Date: 3/09 Actual Completion Date: 6/10 Project No.38 Washington-Oxford Relief Sewer—VENICE,CA Owner: Los Angeles Board of Public Works Contact Person: Phillip M.Wilson Address: 1828 Sawtelle Blvd., 3"'FloorWest Los Angeles,CA 90025-5516 Phone Number: 310-575-8387 Design Engineer: Owner Equipment Used: TCC 600 Iseki w/Soft Ground Cutter Soil Conditions: The soil conditions consisted primarily of sand and silt. Very low compressive strength with a high water table. Project Description: This project consisted of 5 drives of 24"1D(30"OD)Ameron Fiberglass pipe,totaling 2,086 LF. Drive 1 420 LF Drive 4 489 LF Drive 2 505LF Drive 5 200 LF Drive 3 472 LF Project Superintendent: John Foote Microtunnel Machine Operator:John Foote Site Safety Representative: Tyler McClymont Contract Amount: $1,079,896 Change Order Amount: $0.00 Start Date: 5/10 Planned Completion Date: 10/10 Actual Completion Date: 8/10 Project No.39 District 32 Main Relief Sewer Section lA Extension,Ph.II—NEWHALL,CA Owner: County Sanitation Districts of Los Angeles County Contact Person: Jubilant Ako Address: 1927 West San Bernardino RD,West Covina,CA 91790 Phone Number: 626-962-8605 ext 6214 Design Engineer: Dexter Wilson,Diane Shaughnessy 760-438-4422 Equipment Used: Soltau RVS600AS w/Combination Cutter Soil Conditions: Soil conditions consisted of a mixed face of claystone,river cobble,silty sand and boulder and rock(+ 10,000 psi)under the Santa Clara River. Dewatering: We dewatered with the use of two concrete caissons shafts. Shafts depths were 75 feet and 28-foot diameter. Project Description: The work consist of microtunneling 1,076 linear feet of 60-inch diameter steel casing,with 48-inch CCRRPM-Hobas carrier pipe. Intermediate jacking stations were installed and used. Additionally,there was 910 linear feet of 48-inch diameter PVC lined RGRCP sewer,manholes,junction structures,connections to existing manholes and sewer lines. Project Superintendent: Curtis Verkest Microtunnel Machine Operator: Roger Skog Site Safety Representative: Tyler McClymont Contract Amount: $7,760,000.00 Change Order Amount: $0.00 Start Date: 3/09 Planned Completion Date: 6/10 Actual Completion Date: 5/10 Project No.40 Oakland Tank Farm C Improvements—OAKLAND,CA Owner: Oakland Fuel Facilities Corporation Contact Person: Rick Fedrick,Project Manager,Argus Consulting,Inc. Address: 323 Caspian Court, Sonoma,CA 95476 Phone Number: 707-775-8785 Design Engineer: Argus Consulting,James Dent 816-228-7500 Equipment Used: Herrenknecht AVN 800 w/Combination Cutter Soil Conditions:The soil encountered on this project was a mixture of sandy clay,clayey sand,and silty clay approximately 15' below the water table. Dewatering: Perimeter dewatering was the primary means of dewatering for this project. Project Description: This project consisted of a single microtunnel drive under an environmentally sensitive area at the Oakland International Airport of 1,200 LF. The jacking pipe used on this project was 42"O.D.Permalok Casing. An intermediate jacking station was installed and used. Project Superintendent: Eric Krisman Microtunnel Machine Operators: Kirk Randles Site Safety Representative: Brian McCahon/Eric Krisman Contract Amount: $1,726,282.75 Change Order Amount: $507.75 Start Date: 04/10 Planned Completion Date: 05110 Actual Completion Date: 05/10 Project No.41 Novato Collection System Improvements,Phase C—NOVATO,CA Owner: Novato Sanitary District Contact Person: Steve Wrightson,Project Manager,The Covello Group Address: 1660 Olympic Blvd, Ste. 300,Walnut Creek,CA 94596 Phone Number: 925-933-2300 Design Engineer: Nute Engineering, Michael Hass 415-453-4480 x212 Equipment Used: Iseki TCC 600 w/Soft Ground Cutter Soil Conditions:The soil encountered on this project was a mixture of loose gravels and sands,with some silts and clays approximately 5' to 10'below the water table. The alignment followed and old stream and the soils were running and generally non-cohesive. Dewatering: Dewatering of the jacking shaft and receiving shafts was performed with sump pumps by the Prime Contractor. Project Description: This project consisted of three microtunnel drives totaling approximately 500 LF under a heavily traveled intersection and railroad tracks in a residential neighborhood in Novato,CA. The jacking pipe used on this project was 24"I.D.,30"O.D. CanClay VCP Jacking Pipe. Project Superintendent: Dan Schitea/Robert O'Rourke Microtunnel Machine Operators: John Foote Site Safety Representative: Dan Schitea Contract Amount: $580,000.00 Change Order Amount: $ 0.00 Start Date: 09/10 Planned Completion Date: 12/10 Actual Completion Date: I 1/10 Project No.42 South Mission Vallev Trunk Sewer—SAN DIEGO,CA Owner: City of San Diego Contact Person: Catherine Dungga Address: 1200 Third Ave, San Diego,CA 92101 Phone Number: 619-235-1978 Design Engineer: RBF Consulting Equipment Used: Iseki 800 w/Soft Ground Cutter Soil Conditions: Soil type was silty clay and sand with groundwater approximately I0-ft above the pipe invert. Dewatering: Dewatering was performed with submersible pumps by the GC. Project Description: This project consisted of three drives of 38-in CCFRPM Hobas Pipe at a depth of 30-ft. Drive lengths were 108-ft,633-ft and 712-ft. Project Superintendent: Steve Wenzel Microtunnel Machine Operator: Roger Skog Site Safety Representative: Steve Wenzel Contract Amount: $1,290,550.00 Change Order Amount: $241,500.00 Start Date: I/10 Planned Completion Date: 3/1 1 Actual Completion Date: 10/10 Project No.43 Stockton Delta Water Supply Project Pipeline—STOCKTON,CA Owner: City of Stockton Contact Person: Melissa Price,Project Manager,City of Stockton Address: 425 N. El Dorado Street, Stockton,CA 95202 Phone Number: 209-937-8212 Design Engineer: CDM Smith,Bruce Corwin 916-567-9900 Equipment Used:Herrenkneclit AVN 800 w/Combination Cutter, Soltau RVS 600 w/Soft Ground Cutter Soil Conditions:The soil encountered on this project was a mixture of sand, silt, clay, gravel,and peat ranging from 0'to 30' below the water table. Dewatering:Perimeter dewatering,and water tight sheet pile shafts constructed"in the wet"were used for dewatering on this project. Viking Drilling installed the perimeter dewatering wells required for this project. Project Description: This project consisted of seven drives totaling 3,221 LF.The project included three drives of 54"I.D. RCCP,two drives of 36"I.D.RCCP,and two drives that utilized the two-pass method using 70"O.D. Steel Casing w/54"I.D. WSP Carrier. Intermediate jacking stations were installed and used on two drives. Drive 1 143 LF 54"ID RCCP Drive 2 1,017 LF 54"ID RCCP Drive 3 915 LF 54"ID RCCP Drive 4 390 LF 36" ID RCCP Drive 5 256 LF 36"ID RCCP Drive 6 250 LF 70"OD Casing w/54"WSP Drive 7 250 LF 70"OD Casing w/54"WSP Project Superintendent: Eric Krisman Microtunnel Machine Operators: Roger Skog,Kirk Randles Site Safety Representative: Brian McCahon Contract Amount: $12,420,823.99 Change Order Amount: $2,076,823.99 Start Date: 07/10 Planned Completion Date: 7/11 Actual Completion Date: 9/11 Project No.44 Penmar Water Oualitv Improvement Project Phase I —LOS ANGELES,CA Owner: City of Los Angeles Contact Person: Anagh Mamduparkar Address: 200 N Spring St,Rm 355,Los Angeles,CA 90012 Phone Number: 951-830-9084 Design Engineer: Owner Equipment Used: Iseki 800 w/Soft Ground Cutter Soil Conditions: Loose sandy material. Dewatering:Dewatering was performed at the jacking and reception shafts. Sheets were driven to keep the shafts dry. Wells were added to the initial design due to the quantity of groundwater. Project Description: This project consisted of one 42"OD drive(42" OD Permalok Steel Casing). It was 1401-F. Project Superintendent: Curtis Verkest Microtunnel Machine Operators: John Foote Site Safety Representative: Nick Norton Contract Amount: $243,610.58 Change Order Amount: $6,500.58 Start Date: 01/11 Planned Completion Date: 02/11 Actual Completion Date: 02/11 Project No.45 Sacramento Railvards Relocation Project—SACRAMENTO,CA Owner: City of Sacramento, 915 I Street,Room 2000, Sacramento,CA 95814 Contact Person: Jon Blank,City Project Manager Address: 915 I Street,Room 2000, Sacramento,CA 95814 Phone Number: 916-808-7914 Design Engineer: City of Sacramento,Bill Zehnder 916-808-1910 Equipment Used: Soltau RVS 600 w/Soft Ground Cutter Soil Conditions: The soil encountered on this project was mostly silty sand with small amounts of sandy silt and poorly graded sand. Dewatering:No groundwater was encountered on this project. Project Description: This project consisted of a single microtunnel drive of 157 LF underneath active UPRR and RT tracks utilizing 61.5"OD Permalok steel casing at a maximum depth of 18'below existing grade. Project Superintendent: Robert O'Rourke Microtunnel Machine Operator: Roger Skog Site Safety Representative: Brian McCahon Original Contract Amount: $474,759.90 Change Order Amount: $0.00 Start Date: 10/11 Planned Completion Date: 11/11 Actual Completion Date: 11/11 Project No.46 1-5 Carmenita Road Interchange Project—LA MIRADA,CA Owner: Chevron Pipeline Co. Contact Person: Don Caswell,Construction Manager Address: 4800 Fournace Place,Bellaire,TX,77401 Phone Number: 713-432-6000 Design Engineer: EDM Services,Joe Weiss 805-527-3300 Equipment Used: Iseki TCC 800 w/Soft Ground Cutter Soil Conditions: The soil encountered on this project was a mixture of clay,sand, silt,and a small amount of gravel. Dewatering:This project was dewatered using a combination of a sheet pile jacking shaft,perimeter dewatering wells,and internal dewatering wells. Project Description: This project consisted of a two microtunnel drives of 326 LF each underneath 1-5 utilizing 36"OD welded steel casing at a maximum depth of 30' below existing grade. Project Superintendent: John Foote Microtunnel Machine Operator: Roger Skog/John Foote Site Safety Representative: Nick Norton Original Contract Amount: $959,356 Change Order Amount: $12,590 Start Date: 01/12 Planned Completion Date:03/12 Actual Completion Date: 03/12 Project No.47 Conduit 151—DENVER,CO Owner: Denver Water Contact Person: Doug Raitt Address: 1600 West 12th Avenue, Denver,CO 80204 Phone Number: 303-628-6426 Design Engineer: Owner Equipment Used: Herrenknecht AVN800 w/Soft Ground Cutter Soil Conditions: The soil encountered on this project was mostly sand with embedded clay. Dewatering:The shafts were dewatered using pumps by Reynolds,Inc. Project Description: This project consisted of two microtunnel drives: one of 325LF and the other 916LF underneath active UPRR tracks and 1-70 roadway,utilizing 42"OD Permalok steel casing at a maximum depth of 35' below existing grade.An intermediate jacking station was installed and used. Project Superintendent: Greg Gaines/Jeff Rager Microtunnel Machine Operator: Kirk Randles Site Safety Representative: Greg Gaines Original Contract Amount: $1,418,747 Change Order Amount: $14,166 Start Date: 2/12 Planned Completion Date:4/12 Actual Completion Date:4/12 Project No.48 Santa Monica Low Flow Diversion—SANTA MONICA,CA Owner: City of Los Angeles Contact Person: Hector Arias Address: 1149 S.Broadway,Los Angeles,CA 90015 Phone Number: 213-482-7030 Design Engineer: Psornas Equipment Used: Soltau RVS600 Soil Conditions: The soil encountered on this project was mostly silty sand and some gravels. Dewatering: The shafts were dewatered using pumps by the General Contractor. Project Description: This project consisted of one microtunnel drive: 60LF underneath a channel on the beach (tidal influences),utilizing 60"OD Permalok steel casing at a maximum depth of 20'below existing grade. Project Superintendent: Roger Skog Microtunnel Machine Operator: Roger Skog Site Safety Representative:Mark Chamberlain Original Contract Amount: $389,565 Change Order Amount: $ 0.00 Start Date: 3/12 Planned Completion Date:4/12 Actual Completion Date: 4/12 Project No.49 Raw Water Intake& Main—THOMASVILLE,AL Owner: City of Thomasville,AL Contact Person: Tony Reid,CM(Goodwyn,Mills,Cawood) Address: 2660 East Chase Lane, Ste 200,Montgomery,AL 36117 Phone Number: 334-271-3200 Design Engineer: GMC, Fuel Screws 334-271-3200 Equipment Used: Iseki TCC 600 Soil Conditions: The soil encountered on this project was mostly mar](hard clay). Dewatering:The shaft was a sunken concrete caisson that did not require dewatering. Project Description: This project consists of one microtunnel drive: 255LF with a water retrieval,utilizing 30"OD Permalok steel casing at a maximum depth of 80' below existing grade. Project Superintendent: Jeff Rager Microtunnel Machine Operator:John Foote Site Safety Representative: John Foote Original Contract Amount: $486,912 Change Order Amount: $0.00 Start Date: 5/12 Planned Completion Date: 6/12 Actual Completion Date: 6/12 Project No.50 Santa Ana River Interceptor-Yorba Linda Spur—YORBA LINDA, CA Owner: Orange County Public Works Contact Person: Tim White(MWH,PM) Address: 300 North Flower Street, Santa Ana,CA Phone Number: 303-332-7089 Design Engineer: Hatch Mott MacDonald,Rory Ball 925-469-5341 Equipment Used: Herrenknecht AVN1600TB MTBM with airlock capability Soil Conditions: The soil encountered on this project was mostly sandy soil with cobbles. Dewatering:The project utilized Secant Pile Shafts with Tremie-Plugs. The Launch Shaft did not require dewatering. Reception Shaft required substantial dewatering effort due to granular soils with high groundwater. Machine was recovered under 25 feet of head water pressure. Project Description: This project consists of one microtunnel drive: 791LF under a biologically-sensitive riverbed, utilizing 77"OD steel casing at a maximum depth of 40'below existing grade.One IJS was deployed. This case and carry tunnel contained(2) 12-inch and(1) 16-inch HDPE force mains with annular grout backGll. Project Superintendent: Greg Gaines/Roger Skog Microtunnel Machine Operator: Kirk Randles/Holger Bardo Site Safety Representative:Jeff Anderson/Mark Chamberlain Original Contract Amount: $2,118,175 Change Order Amount: $0.00 Start Date: 5/12 Planned Completion Date: 8/12 Actual Completion Date: 8/12 Project No.51 42"Waterline Along Hillcroft—HOUSTON,TX Owner: City of Houston,Texas Contact Person: Arthur Morris,Project Manager Address: 611 Walker,Houston,TX 77002 Phone Number: 832-395-2317 Design Engineer: Lockwood,Andrews&Newman Equipment Used: Soltau RVS600AS MTBM Soil Conditions: The soils encountered were mainly dense clay. Dewatering: The dewatering was accomplished with a sump pump located in the jacking shaft. Project Description: This project consisted of a single tunnel drive of 325 LF of 60"diameter Permalok Steel Casing Pipe under a highway and active UPRR railroad tracks. The tunnel drive was approximately 15 feet below existing grade. Project Superintendent: Jeff Rager Microtunnel Machine Operator: Roger Skog Site Safety Representative: Roger Skog Original Contract Amount: $597,429 Change Order Amount: $0.00 Start Date: 9/12 Planned Completion Date: 10/12 Actual Completion Date: 10/12 Project No.52 Euclid Creek Tunnel—CLEVELAND, OH Owner: Northeast Ohio Regional Sewer District Contact Person: Ron Lawson,Project Manager Address: 3900 Euclid Ave.,Cleveland,OH 44115 Phone Number: (216)881-6600 Design Engineer: Hatch Mott MacDonald,David Servidio 973-379-3400 Equipment Used: Herrenknecht AVN800 MTBM Soil Conditions: The soils encountered were mainly clay and some glacial formations. Dewatering: The dewatering was accomplished with a sump pump located in the jacking shaft. Project Description: This project consisted of three 42"diameter drives of 629LF, 845LF and 629LF installing Hobas pipe. One IJS was deployed in the 845LF drive. The drives were approximately 20-25' deep. Project Superintendent: Greg Gaines Microtunnel Machine Operator:John Foote/Roger Skog/Kirk Randles Site Safety Representative:Greg Gaines Original Contract Amount: S 3,126,340 Change Order Amount: -$616,589 Start Date: 6/12 Planned Completion Date: 10/12 Actual Completion Date: 10/12 Project No.53 Citywide Sewer Rehab/Water-Wastewater Conversion—PITTSBURG,CA Owner: City Pittsburg,CA Contact Person: Gina Haynes(City Civil Engineer) Address: 65 Civic Avenue,Pittsburg,CA 94565 Phone Number: (925)252-4930 Design Engineer: Brown&Caldwell,Eric Petrel 925-210-2471 Equipment Used: Iseki TCC600 MTBM Soil Conditions: The soil encountered on this project was mostly bay mud,clays and sand. Dewatering: A high groundwater table was present on this project. Sheet pile shafts were constructed for both the launch shaft and the reception shaft and perimeter dewatering was necessary for the duration of shaft construction and tunneling. Project Description: This project consisted of a single tunnel drive of 245 LF with 24"ID VCP. Shafts were approximately 30 to 35 feet deep. Tunneling occurred beneath the Pittsburg Marina with approximately 10 feet of cover beneath marina floor. The project had extremely tight work areas in a residential neighborhood with launch and reception shafts located between houses. Project Superintendent: John Foote Microtunnel Machine Operator: Roger Skog Site Safety Representative: John Foote Original Contract Amount: $307,250 Change Order Amount: $0.00 Start Date: 3/13 Planned Completion Date: 4/13 Actual Completion Date:4/13 Project No.54 DIA STRP EWP B Storm Sewer—DENVER,CO Owner: City&County of Denver,Colorado Contact Person: John Todd(Kiewit,PM) Address: 24735 E 75"'Ave.,Suite 104,Denver, CO 80249 Phone Number: (303)981-8058 Design Engineer: KDG Engineering,Stan Kobayashi 720-420-9069 Equipment Used: Herrenknecht AVN150OTB MTBM Soil Conditions: The soil encountered on this project was mostly stiff to very stiff sandy clay. Dewatering: Groundwater was not present on this project. Beam and Plate shafts were constructed for both the Launch Shaft and the Reception Shaft. Tunnel was launched at a depth of 18 feet below grade and was recovered at a depth of 50 feet below grade. Project Description: This project consisted of a single tunnel drive of 1,593 LF of 66"ID RCP. Two US stations were utilized on this drive. The project also involved the construction of shafts as well as a new structure to tie into an existing 102"Strom Sewer. Work was performed adjacent to the DIA Main Terminal beneath heavily trafficked roads. Tunneling activities occurred near critical FAA Communication Cables and an active 102"ID Storm Sewer. Project Superintendent: Jeff Rager Microtunnel Machine Operator: Roger Skog/John Foote/Oliver Jackmoth Site Safety Representative: Jeff Rager/John Foote Original Contract Amount: $4,222,690 Change Order Amount: $ 163,526 Start Date: 9/12 Planned Completion Date: 4/13 Actual Completion Date: 1/14 Project No.55 Whitewood Gravity Sewer—MURRIETA,CA Owner: Eastern Municipal Water District Contact Person: Erick Jorgensen Address: 2270 Trumble Road,Perris,CA 92570 Phone Number: (951)928-3777 Design Engineer: Hunsaker&Associates,John Gass 949-583-1010 Equipment Used: Iseki TCC800 MTBM w/Soft Ground Head and Iseki TCS900 w/Combination Head Soil Conditions: The soils encountered on this project were alluvial deposits with bedrock intrusions,and gabbro rock. Tunneling was performed beneath Interstate 215, environmentally sensitive open areas and residential streets. Dewatering: Up to 15 feet of groundwater head was encountered on this project. CMP circular shafts were constructed for both the launch shafts and the reception shafts and minimal nuisance dewatering was performed at the shafts. Project Description: Five individual tunnel drives totaling 1,580 LF of 38.5"OD Permalok Steel Casing Pipe w/ 21.5"OD VCP carrier pipe,ranging in length from 155 LF to 540 LF. Shafts were approximately 10 to 20 feet deep. Project Superintendent: John Foote Microtunnel Machine Operator:John Foote/Tony Foote Site Safety Representative: Mark Chamberlin Original Contract Amount: $2,048,275 Change Order Amount: -$48,615.00 Start Date: 9/13 Planned Completion Date:4/14 Actual Completion Date: 4/14 Project No.56 Englewood Avenue Little Cuvahopa Interceptor—AKRON,OH Owner: City of Akron,OH Contact Person: Mike Wytrzyszczewski Address: 166 South High Street,Akron,OH 44308 Phone Number: (330)375-2355 Design Engineer: GPD Group,Gene Hill 330-572-2100 Equipment Used: Soltau RVS600AS MTBM w/Soft Ground Cutter and Combination Cutter Soil Conditions: The soils encountered on this project were fine to course sand, with silts, clays and gravel. At the eastern-end of the project, soils transitioned to medium hard sandstone bedrock. Dewatering: Up to 15 feet of groundwater head was encountered on this project. Sheet Pile shafts were constructed for both the launch shafts and the reception shafts and perimeter dewatering was necessary for the duration of the work. Project Description: This project consisted of four individual tunnel drives totaling 2,800 LF of 57"ID Hobas, ranging in length from 507 LF to 1,025 LF. Five IJS'were deployed. Shafts were approximately 20 to 33 feet deep. Project Superintendent: Greg Gaines/Jeff Rager Microtunnel Machine Operator: John Foote/Kirk Randles Site Safety Representative:Jeff Rager Original Contract Amount: $2,813,106 Change Order Amount: -$710,873 Start Date: 9/13 Planned Completion Date: 2/14 Actual Completion Date: 8/14 Project No.57 Pacific Gas& Electric Line L-107 Replacement—FREMONT,CA Owner: Pacific Gas&Electric Company Contact Person: Sean Dearborn Address: 6121 Bollinger Canyon Road, San Ramon, CA 94583 Phone Number: (925)330-3234 Design Engineer: Bennett Trenchlesss,Dave Bennett 916-768-8906 Equipment Used: Iseki TCC600 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered on this project were medium to firm lean clay throughout the majority of the alignment with silty sands near the top of the tunnel horizon. Dewatering: Approximately 10 feet of groundwater head was encountered on this project. At the first location, slide rail shafts with perimeter dewatering were used. At the second location secant pile shafts with supporting grout columns were constructed for both the launch shaft and the reception shaft since perimeter dewatering was not permitted at those locations. Project Description: This project consisted of two microtunnel drives totaling 591 LF of 36"OD x 0.75"steel casing. Shafts were approximately 25 to 32 feet deep.The work areas were along the heavily trafficked Auto Mall Parkway in Fremont,CA. Project Superintendent: Jeff Rager Microtunnel Machine Operator:John Foote/Tony Foote Site Safety Representative: Mark Chamberlin Original Contract Amount: $ 780,520 Change Order Amount: $0.00 Start Date: 6/14 Planned Completion Date: 9/14 Actual Completion Date: 9/14 Project No. 58 Santa Monica Bay Low Flow Diversion Upgrades Phase 2—SANTA MONICA,CA Owner: City of Los Angeles, CA Contact Person: Andy Flores Address: H 49 South Broadway#300, Los Angeles,CA 90015 Phone Number: (213)485-4496 Design Engineer: Psomas, Sean Diaz 213-223-1400 Equipment Used: NITS 1500 MTBM w/Combination Cutter Soil Conditions: The soils encountered on this project were beach deposits with silty sands,gravel,cobbles. The work area was tight along Highway 1 (Pacific Coast Highway). Dewatering:The groundwater table was approximately at the springline of the tunnel. One IJS was deployed. Secant pile shafts with supporting grout columns were constructed for both the launch shaft and the reception shaft as perimeter dewatering was not permitted. Project Description: Single microtunnel drive totaling 846 LF of 60"OD Permalok Steel Casing Pipe w/48" Hobas carrier pipe. Shafts were approximately 18 to 20 feet deep. Project Superintendent:Jeff Rager Microtunnel Machine Operator: John Foote/Roger Skog/Steve Malm Site Safety Representative:Mark Chamberlin/Jeff Rager Original Contract Amount: $2,020,000 Change Order Amount: $22,894.00 Start Date: 10/14 Planned Completion Date: 03/15 Actual Completion Date: 03/15 Project No.59 Carlsbad Desalination Pipeline—CARLSBAD,CA Owner: Poseidon Resources,LP Contact Person: Peter Macl-aggan Address: 5375 Avenida Encinas, Carlsbad,CA 92008 Phone Number: (760)597-7996 Design Engineer: Tetra Tech, Steven Tedesco 949-809-5000 Equipment Used: NITS 1850 MTBM w/Combination Cutter Soil Conditions: The soils encountered consisted primarily of sand stone/siltstone with occasional pockets of sandy silts. Dewatering:No dewatering was required on this project. A watertight jacking shaft was constructed that is a mixture of secant piles,ring beams,rock bolts,and shotcrete. Project Description: This project consisted of a single microtunnel drive of 780 LF of 78"OD Permalok Steel Casing Pipe.Two IJS' were deployed and used. This project required a 17' diameter jacking shaft that was 71' deep. Retrieval of the MTBM on this project was completed inside a liner plate tunnel. Project Superintendent:Peter Turnbull/Jim Gerace Microtunnel Machine Operator: Roger Skog/Steve Malm Site Safety Representative: Mark Chamberlin Original Contract Amount: $2,082,750 Change Order Amount: -$30,156.00 Start Date: 12/14 Planned Completion Date: 04/15 Actual Completion Date: 05115 Project No.60 Newport Force Main Rehabilitation—NEWPORT BEACH,CA Owner: Orange County Sanitation District Contact Person: Mike Bock Address: 10844 Ellis Avenue, Fountain Valley,CA 92708 Phone Number: (714) 593-7714 Design Engineer: Brown&Caldwell,Mark Briggs 714-689-4802 Equipment Used: Iseki TCS900 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered consisted primarily of siltstone/sandstone bedrock with occasional mixed face conditions consisting of granular soil(marine sediment)with some gravel. The work area was tight down the center of Highway 1 (Pacific Coast Highway)near Newport Blvd. Dewatering: Up to 14 feet of groundwater head was encountered on this project. A beam and plate shafts was constructed for the Launch Shaft and perimeter dewatering around the shaft was required. Project Description: A single microtunnel drive of 700 LF of 42"OD Permalok Steel Casing Pipe w/32"HDPE carrier pipe.One IJS was deployed. Shafts were approximately 18 to 20 feet deep. Project Superintendent: Jeff Rager Microtunnel Machine Operator:John Foote/Roger Skog Site Safety Representative:Jeff Rager Original Contract Amount: $2,239,800 Change Order Amount: $31,622.00 Start Date: 0 1/15 Planned Completion Date: 05/15 Actual Completion Date: 05115 Project No.61 Annual Main Line Repairs by Microtunneling—IMPERIAL BEACH,CA Owner: City of Imperial Beach Contact Person: Vicki Madrid Address: 625 Imperial Beach Boulevard,Imperial Beach,CA 91932 Phone Number: (619)423-8311 Design Engineer: Tran Consulting Engineers,Sami Sweis 619-563-7650 Equipment Used: Iseki TCZ300 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered consisted primarily of medium dense silty sand,firm silty clay. Dewatering: Up to 10 feet of groundwater head was found on this project. Trench shield shafts were constructed for both the launch shafts and the reception shaft and perimeter dewatering around the shafts was required. Project Description: This project consisted of a single microtunnel drive with 16"OD Permalok Steel Casing Pipe of 165LF. Shafts were approximately 25 feet deep. Project Superintendent: Jeff Rager Microtunnel Machine Operator: Tony Foote Site Safety Representative:Jeff Rager Original Contract Amount: $ 183,000 Change Order Amount: $4,100.00 Start Date: 04/15 Planned Completion Date: 04/15 Actual Completion Date: 04/15 Project No. 62 NSU Storm Drain Trunk—SAN DIEGO,CA Owner: San Diego County Regional Airport Authority Contact Person: Michael Slawson Address: 3225 N.Harbor Drive, San Diego,CA 92101 Phone Number: (619)400-2400 Design Engineer: Kimley-Horn&Associates, Sam McWhorter 619-234-9411 Equipment Used: Iseki TCC800 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered consisted primarily of tight sand with occasional pockets of sandy silts. Dewatering:Perimeter dewatering was required on this project. Shafts consisted of both sheet pile shoring for the launch shaft and a conventional trench shield for the retrieval shaft. Project Description: This project consisted of a single microtunnel drive of 566 LF of 42"OD Permalok Steel Casing Pipe. This project required a 30' x 16' sheet pile launch shaft that was approximately 20' deep. Retrieval of the MTBM on this project was accomplished through a small trench shield on the other side of the active taxiway. Project Superintendent: Jim Gerace Microtunnel Machine Operator:John Foote Site Safety Representative: Mark Chamberlin Original Contract Amount: $799,480 Change Order Amount: $0.00 Start Date: 07/15 Planned Completion Date: 08/15 Actual Completion Date: 08/15 Project No.63 Noble Gulch Trunkline Relocation Project—CAPITOLA,CA Owner: Santa Cruz County Sanitation District Contact Person: Shaun Deyhim Address: 701 Ocean Street,Room 410, Santa Cruz,CA 95060 Phone Number: (831)454-2809 Design Engineer: Carollo,Keith Corcoran 916-565-4888 Equipment Used: Iskei TCS900 MTBM w/Combination Cutter Soil Conditions: The soils encountered consisted of silty sands and weathered bedrock well below the groundwater table. Dewatering: Up to 15 feet of groundwater head was found on this project. Beam and plate shafts were constructed for both the launch shafts and the reception shafts and perimeter dewatering around the shafts was required. Project Description: This project included four microtunnel drives totaling 1,800 LF of 42"OD Permalok Steel Casing Pipe w/ 15"HDPE Carrier Pipe. Drive lengths varied from 240LF to 820LF. This project required shafts between 14' and 40' deep. Extremely tight work areas within existing mobile home cormnunities. One IJS was deployed. One reach was beneath Hwy 1 (Pacific Coast Highway),a heavily trafficked scenic highway in Northern California. Project Superintendent: Jeff Rager Microtunnel Machine Operator: Tony Foote/John Foote Site Safety Representative: Jeff Rager Original Contract Amount: $2,148,575 Change Order Amount: $-10,279 Start Date: 05/15 Planned Completion Date: 10/15 Actual Completion Date: 10/15 Project No.64 Bintliff,Eppes and Frawley Forcemain Replacement—HOUSTON,TX Owner: City of Houston Contact Person: Akhter Hussain Address: 611 Walker 151h Floor,Houston,TX 77002 Phone Number: (832)395-2294 Design Engineer: CH2M Hill, Robert Thompson 281-721-8536 Equipment Used: Iseki TCC600 MTBM w/Soft Ground Cutter&Iseki TCC800 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered consisted primarily of stiff fat clay below the groundwater table. Dewatering: Perimeter dewatering was required on this project. Shafts were constructed using a combination of slide rail shoring and conventional trench shields for both Launch and Receiving Shafts. Project Description: This project consisted of five separate tunnel drives totaling 2,180 LF of 30"OD Hobas and one tunnel drive of 355 LF of 42"OD Permalok Steel Casing with 30"carrier pipe. Drive lengths ranged from 210 LF to 570 LF. Shafts were approximately 20 to 30 feet deep. Project Superintendent: Peter Turnbull Microtunnel Machine Operator: Peter Turnbull/Nick Cashdollar Site Safety Representative:Peter Turnbull Original Contract Amount: $ 1,645,135 Change Order Amount: $89,787 Start Date: 06/15 Planned Completion Date: 01/16 Actual Completion Date: 01/16 Project No.65 Pacific Gas&Electric Line L-132B Martin Substation Relocation—DALY CITY,CA Owner: Pacific Gas&Electric Company Contact Person: Cesar Ureno Address: 6121 Bollinger Canyon Road, San Ramon,CA 94583 Phone Number: (925)324-4279 Design Engineer: PG&E, Ben Tai(BCT0@pge.com) Equipment Used: lseki TCC500 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered on this project consisted primarily of silty clays and sands throughout the majority of the alignment through the tunnel horizon. Dewatering:The tunnels were completed from 5-15 feet beneath the groundwater table. All shafts will were constructed with the steel sheet piles with perimeter and sump dewatering. Project Description: This project consisted of three microtunnel drives totaling 1,100 LF of 24"OD sacrificial steel casing that was displaced with the permanent 24"gas pipeline. Shafts were 18 to 35 feet deep. All tunnels were installed inside an existing PG&E Electrical Substation facility with several critical utilities in very close proximity to the tunnel horizon. Project Superintendent: Peter Turnbull/John Foote Microtunnel Machine Operator: Tony Foote/Nicholas Cashdollar Site Safety Representative: Brian McCahon Original Contract Amount: $ 1,487,000 Change Order Amount: $118,210 Start Date: 4/16 Planned Completion Date: 6/16 Actual Completion Date: 6/16 Project No.66 Arden Road 36-Inch Transmission Pipeline& Pump Station Improvements—AMARILLO,TX Owner: City of Amarillo Contact Person:Trent Davis Address: P.O.Box 1971,Amaraillo, TX 79105 Phone Number: (806)378-3029 Design Engineer: HDR, Inc., Lance Ferland(972)960-4400 Equipment Used: NITS 1500 MTBM w/Soft Ground Cutter Soil Conditions: The soils expected to be encountered on this project are dry clay throughout the tunnel horizon. Dewatering:No dewatering is expected on the project as the tunnel is above the water table. Both shafts will likely be built with the use of trench shields. Project Description: This project consists of the inicrotunneled installation of approximately 421 linear feet of 36- inch diameter welded steel carrier pipe inside 60"Permalok Steel casing in a single drive. Project Superintendent: Peter Turnbull Microtunnel Machine Operator: Nicholas Cashdollar Site Safety Representative: Peter Turnbull Original Contract Amount: $487,188 Change Order Amount: $0.00 Start Date: 8/16 Planned Completion Date: 9/16 Actual Completion Date: 9/16 Project No. 67 San Juan Creek 30-Inch ETM Replacement—SAN JUAN CAPISTRANO,CA Owner: Moulton Niguel Water District Contact Person: Rod Woods,P.E. Address: 26161 Gordon Road,Laguna Hills, CA 92653 Phone Number: (949)425-3547 Design Engineer: Dudek, Russel Bergholz, P.E.,(760)479-4107 Equipment Used: Iseki TCS900 MTBM w/Mixed Ground Cutter Soil Conditions: The soils expected on this project consist primarily of dense silty sand,clayey sand, and gravel approximately 30' below the groundwater table. Dewatering: Dewatering on this project will not be required due to the installation of auger drilled CMP shafts. Sump pumps will be used to remove any nuisance groundwater or slurry that enters the shafts. Project Description: This project consists of a single microtunnel drive of 300 LF of 48"OD Permalok Steel Casing with 30"PVC carrier pipe. This project also includes the installation of a 50' deep 21' ID auger drilled CMP jacking shaft, a 50' deep 14' ID auger drilled CMP reception shaft, and approximately 2001f of open-cut installation of 30"PVC. Project Superintendent: Jeff Rager Microtunnel Machine Operator: John Foote/Tony Foote Site Safety Representative: Jeff Rager/Mark Chamberlin Original Contract Amount: $ 3,016,680 Change Order Amount: N/A Start Date:2/16 Planned Completion Date: 10/16 Actual Completion Date: 10/16 Project No.68 WISE Water Connection—PARKER,CO Owner: Stonegate Village Metropolitan District Contact Person: Steve Olson Address: 1 7995 E. Prentice Avenue, Suite 103E,Greenwood Village,CO 80111 Phone Number: (303)858-9909 Design Engineer: TST Infrastructure,LLC.,Adam Monchak(303)799-5197 Equipment Used: Iseki TCC800 MTBM w/Soft Ground Cutter Soil Conditions: The soils expected to be encountered on this project consist primarily of clayey sands and silty sands throughout the majority of the alignment through the tunnel horizon. Dewatering:No dewatering is expected on the project as the tunnel is above the water table. Both shafts will likely be built with the use of trench shields. Project Description: This project consists of the microtunneled installation of approximately 646 linear feet of 20- inch diameter ductile iron carrier pipe inside 38" Permalok Steel casing in a single drive. Project Superintendent: Andy Craven Microtunnel Machine Operator:John Foote Site Safety Representative:John Foote Original Contract Amount: $723,248 Change Order Amount: $3,952 Start Date: 9/16 Planned Completion Date: 10/16 Actual Completion Date: 10/16 Project No.69 Valero Terminal Island Freewav Crossing—WILMINGTON,CA Owner: Valero(California Spectra Instrumentation) Contact Person: John Young Address: 21818 S. Wilmington Ave, Ste.402,Carson,CA 90810 Phone Number: (424)201-1494 Design Engineer: SPEC Services,Robert Randig(714)963-8077 Equipment Used: Iseki TCC800 MTBM w/Soft Ground Cutter Soil Conditions: The soils expected to be encountered on this project consist primarily of silty sand approximately 5 feet below the groundwater table along the alignment of the tunnel horizon. Dewatering: Conventional dewatering will be performed, as the shafts for the microtunneling will be approximately 12 feet deep and will be constructed using interlocking sheet piling. Sumping of nuisance water within the shafts will also be performed. Project Description: This project consists of a single microtunnel drive totaling 160 LF of 42"OD welded steel casing that will carry several(10)sub-casings and various product carrier pipes from 6"to 14"diameter. The tunnel is being installed beneath the Terminal Island Freeway in Valero's Refinery in Southern California. Microtunneling is being used due to the high VOCs in the soils. Project Superintendent: John Foote Microtunnel Machine Operator:John Foote/Tony Foote Site Safety Representative: Sean Moyna Original Contract Amount: $450,200 Change Order Amount: $0.00 Planned Start Date: 10/16 Planned Completion Date: l 1/16 Actual Completion Date: 11/16 Project No.70 1-5 Widening Segment 2 Pipeline Relocation Project—LA MIRADA,CA Owner: Chevron Pipe Line Company Contact Person: Don Caswell Address: 2600 Homestead Place,Ranch Dominguez,CA 90220 Phone Number:(661)477-1073 Design Engineer: EDM Services, Brian Payne(805)527-3300 Equipment Used: Iseki TCC600 MTBM w/Soft Ground Cutter Soil Conditions: The soil conditions consisted of soft to very stiff clays and medium dense sands in the vicinity of the groundwater table. Dewatering: Interlocking sheet pile shafts and perimeter dewatering wells were used. Depths of shafts were approximately 22 feet. Sumping of nuisance water within the shafts was also performed. Project Description: This project consisted of a two parallel microtunnel drive totaling 600 LF of 36"OD welded steel casing. The tunnels were installed underneath a heavily travelled section of Interstate 5 in Southern California. Project Superintendent: John Foote Microtunnel Machine Operator:John Foote Site Safety Representative: Sean Moyna Original Contract Amount: $ 1,147,174.00 Change Order Amount: $60,000.00 Start Date: 1/17 Planned Completion Date:4/17 Actual Completion Date:4/17 Project No.71 Pacific Gas& Electric Line L-153 1-880 Crossing Replacement—NEWARK,CA Owner: Pacific Gas&Electric Company Contact Person: Robert Hartsock Address: 6121 Bollinger Canyon Road, San Ramon, CA 94583 Phone Number: (626) 523-9751 Design Engineer: Bennett Trenchless,Mary Neher(916)294-0095 Equipment Used: Iseki TCC600 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered on this project consisted primarily of clay approximately 5 feet below the groundwater table along the alignment of the tunnel horizon. Dewatering: Conventional dewatering was not allowed, so shafts for the microtunneling were approximately 36 feet deep and were constructed using watertight methods. Cutter Soil Mix/Jet Grout shafts were used;40-ft Diameter Jacking Shaft and 35-ft Diameter Reception Shaft. Sumping of nuisance water within the shafts was also performed. Project Description: This project consisted of a single microtunnel drive totaling 380 LF of 30"OD sacrificial steel casing that was displaced with the permanent 30"gas pipeline. The tunnel was installed underneath a heavily travelled section of Interstate 880 in Northern California. Project Superintendent: John Foote Microtunnel Machine Operator: Tony Foote Site Safety Representative: Brian McCahon Original Contract Amount: $ 861,000 Change Order Amount: $314,946.00 Planned Start Date: 1/17 Planned Completion Date:3/17 Actual Completion Date:4/17 Project No.72 Family Entertainment Zone Infrastructure Improvements Phase 1—MANTECA,CA Owner: City of Manteca Contact Person: Greg Showerman Address: 1001 West Center Drive,Manteca,CA 95337 Phone Number: (209)456-8400 Design Engineer: NV5 Inc.,Justin Peterson(209)239-9080 Equipment Used: Iseki TCC800 MTBM w/Soft Ground Cutter&MTS 1650 MTBM w/Soft Ground Cutter Soil Conditions: The soils expected to be encountered on this project consist primarily of silt,sand and clay below the groundwater table along the alignment of the tunnel horizon. Dewatering:Conventional dewatering will be performed at the shaft locations, as the shafts for the microtunneling will be approximately 20-25 feet deep and will be constructed using a combination of slide rail and interlocking sheet piling. Sumping of nuisance water within the shafts will also be performed. Project Description: This project consisted of a single tunnel drive of 315 LF of 78" Permalok Casing with 48" RCP Carrier;and a single drive of 300 LF of 42" Permalok Casing with 18" DIP Carrier. The two tunnels were installed beneath California Highway 120. Project Superintendent: John Foote Microtunnel Machine Operator:Tony Foote Site Safety Representative: Sean Moyna Original Contract Amount: $ 1,504,975 Change Order Amount: $0.00 Start Date: 2/17 Planned Completion Date: 5/17 Actual Completion Date: 5/17 Project No.73 Little Dry Creek Interceptor Improvements BP 1A—WESTMINSTER,CO Owner: City of Westminster Contact Person: Stephanie Bleiker Address: 4800 West 92nd Avenue,Westminster,CO 80031 Phone Number: (303)658-2172 Design Engineer: HDR,Matt Gough(970)416-4408 Equipment Used: Iseki TCC600 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered on this project consisted primarily of silt and sand below slightly the groundwater table. Dewatering: Conventional dewatering was not necessary. Shafts for the microtunneling were a combination of Trench Shields and Sheet Piles approximately 16 feet deep. Project Description: This project consisted of two separate tunnel drives beneath active BNSF railroad tracks totaling 200 LF of 30"Permalok Casing with either 16"or IS" PVC Carrier Pipes. One of the reaches is 60 LF carrying a new 16"waterline and the other reach is 140 LF carrying a new I S"gravity sewer. Project Superintendent: John Foote Microtunnel Machine Operator:John Foote Site Safety Representative: Brian McCahon Original Contract Amount: S 377,270 Change Order Amount: S 102,398.00 Planned Start Date: 5/17 Planned Completion Date: 7/17 Actual Completion Date: 7/17 Project No.74 16-09DB Lift Station 87 Phase I Microtunnelini!Project—SARASOTA,FL Owner: City of Sarasota Contact Person: David Boswell Address: 1565 First Street,Room 205, Sarasota, FL 34236 Phone Number: (941)926-6448 Design Engineer: McKim&Creed, Robert Garland(941)379-3404 Equipment Used: NITS 1500 MTBM w/Soft Ground Cutter Soil Conditions: The soils encountered on this project consisted primarily of lagoonal deposits containing silty clays and sands throughout the majority of the alignment through the tunnel horizon. Dewatering:No perimeter dewatering is allowed on the project. There was approximately 20 feet of groundwater head encountered on this project. All shafts will be built with water-tight steel sheet piles with lumping. Project Description: This project consisted of the microtunneled installation of approximately 1,350 linear feet of 36-inch diameter gravity mains inside 60"Permalok Steel casing in two separate drives. There were deep shafts, demolition work,portions of open cut pipeline construction and substantial traffic control as well. Project Superintendent: Peter Turnbull Microtunnel Machine Operator:Nicholas Cashdollar Site Safety Representative:Peter Turnbull Original Contract Amount: S 7,731,038 Change Order Amount: S199,882.00 Start Date: 7/16 Planned Completion Date: 8/17 Actual Completion Date: 8/17 CURRENT PROJECTS Project No. 75 Pacific Gas&Electric R-349 L-101 San Francisouito Creek—PALO ALTO,CA Owner: Pacific Gas&Electric Company Contact Person: Jose Quintero Address: 6121 Bollinger Canyon Road, San Ramon,CA 94583 Phone Number: (925)407-7943 Design Engineer: PG&E,Joshua Hampton(JQHW@pge.com) Equipment Used: Iseki TCC500 MTBM w/Soft Ground Cutter Soil Conditions: The soils to be encountered on this project consist primarily of silts and sand approximately 15 feet below the groundwater table along the alignment of the tunnel horizon. Dewatering:The tunnel will be completed approximately 15 feet beneath the groundwater table. Both shafts were constructed with steel sheet piles with perimeter and sump dewatering. Project Description: This project consists of a single microtunnel drive totaling 476 LF of 24"OD sacrificial steel casing that will be displaced with the permanent 24"gas pipeline. Shafts were approximately 25 feet deep. The tunnel will be installed underneath an environmentally sensitive waterway known as San Francisquito Creek in Northern California. Project Superintendent: John Foote Microtunnel Machine Operator: John Foote Site Safety Representative: Sean Moyna Original Contract Amount: $ 890,420 Change Order Amount: $0.00 Start Date: 9/17 Planned Completion Date: 10/17 Actual Completion Date:N/A Project No. 76 Gilman Drive Public Sewer Improvement—LA JOLLA,CA Owner: University of California, San Diego Contact Person: Roland Bartsch Address: 9500 Gilman Drive, La Jolla, CA 92093 Phone Number: (619)917-7113 Design Engineer: Lattitude 33,Matt Semic(858)875-1704 Equipment Used: Iseki TCS900 MTBM w/Combination Cutter Soil Conditions: The soils expected to be encountered on the project consist of silty sands and weathered bedrock above the groundwater table. Dewatering: Dewatering is not anticipated. Sumping will be performed if required. The shafts will consist of conventional trench shields at the far ends of the project and Liner Plate&Ring Beam shafts will be constructed for the three launch and reception shafts in the deepest sections in the middle of the project. Project Description: This project consists of four separate microtunnel drives totaling 3,100 LF of 42"OD Permalok steel casing with either 21"or 24"PVC Sewer carrier piping. The tunnels will be installed at deep, difficult locations within a congested college campus in San Diego. Project Superintendent: Peter Turnbull Microtunnel Machine Operator: John Foote Site Safety Representative: Sean Moyna Original Contract Amount: $ 7,622,000 Change Order Amount: $0.00 Start Date: 9/17 Planned Completion Date: 6/18 Actual Completion Date:N/A Project No. 77 Venice Dual Force Main and Pumping Plant Generator Replacement Project—MARINA DEL REV,CA Owner: City of Los Angeles Department of Public Works Contact Person: John Haskett Address: 1149 S.Broadway, Los Angeles,CA 90015 MS-538 Phone Number: (213)485-5864 Design Engineer: City of Los Angeles Wastewater Conveyance Engineering,Abid Chowdhry(213)485-1856 Equipment Used: NITS 1500 MTBM(70"OD)w/Mixed Ground Cutter,NITS 1650 MTBM(70"OD)w/Mixed Ground Cutter&NITS 1850 MTBM(80"OD)w/Mixed Ground Cutter Soil Conditions: The tunnel horizon is expected to be within fine and coarse grained alluvium. In addition, isolated zones and lenses of seashells may exist within the fine and coarse grained alluvium soils and zones and lenses of cobbles are anticipated within the coarse grained alluvium soils. Dewatering: Localized conventional dewatering will be utilized at some shaft locations. Due to the unique nature and alignment of the project, several different shaft construction techniques will be required making this an extremely challenging project. Depths of shafts will range from 15 feet up to as deep as 80 feet. Sumping of nuisance water within the shafts will also be performed. Project Description. This project involves the construction of a new 54-inch diameter force main sewer extending approximately 10,392 linear feet in length,which originates from a newly constructed manifold adjacent to an existing Pumping Plant.From the manifold the alignment will proceed east,then southeasterly and cross beneath the Marina Del Rey and Ballona Creek channels,continue traveling south within Pacific Avenue and ending at the Coastal Interceptor/North Outfall Sewer(CIS/NOS)Junction structure. The majority(-9,450 LF)of the new 54- inch line will be constructed using microtunneling. Most of the microtunneling will be direct-jacked RCCP and approximately 2,800 LF of 80"Permalok Casing with RCCP Carrier will also be installed. The cut-and-cover construction method will be used for the remaining 900 LF. The project also consists of the demolition of the existing equipment and procurement and installation of new generators, along with ancillary controller,transfer switches,plus exhaust and cooling systems at the Venice Pumping Plant.Two(2)new 750 kW(480 V)generators, and one(1)new 1,500 kW(480 V)generator with complete emissions control systems and fluid storage will be furnished and installed. Project Superintendent: Phil Palomino Microtunnel Machine Operator: Roger Skog,John Foote, Tony Foote Site Safety Representative: Sean Moyna Original Contract Amount: $ 88,893,730 Change Order Amount: $0.00 Start Date: 1/]7 Planned Completion Date: 2/20 Actual Completion Date:N/A CONTRACTOR REGISTRATION WITH CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS (Dill) CERTIFICATE Pursuant to S13 854 (citing Labor Code Section 1771.1(a)), passed by the California State Senate Oil June 20. 2014, established a new public works Contractor Registration Program, which requires all contractors and subcontractors bidding and performing work on Public Works Projects to register on an annual basis (each July 1 through .]Line 30 state fiscal year) with the California Department of' Industrial Relations (DIR). Currently the annual non-rel'undable registration fee for Contractors is $300. Each contractor to whom a public works contract has been awarded shall sign the following certificate. DIR I'AC'I' SI-Ilslm;'h on S13 854 http://www.dir.ca.gov/DLS11/f'ublicWorks/SI3854FactShect_6.30.14.pdl' DIR's Contractor Registration Link — Call (844) 522-67 34 hops://efiling.dir.ca.gov/IIWCR/ActioiiScrviet?action=display,))WCRegistratiotil7orm DIR's Contractor Registration searchable database: https://cliIing.dir.ca.gov/I)WCR/Scarcli.action I am aware and will comply with the provisions ol'Labor Code Section 1771.l(a) which states: "A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of'Section 4104 of the Publie Contract Code, or engage in the performance of any contract for public work, as delincd in this chapter, unless currently registered and qualified to perform public work pursuant 10 Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work Pursuant to Section 1725.5 at the time the contract is awarded." I furthermore will comply by providing proof of'rcgist'ation with DIR as the primary contractor, as well as for A11L subcontractors at the time of'submitting the bid. Colich d Sons L.P. Contractor By Paul Majich, VP of Operations.Coretco Inc G.P. 'Title Datc: 10/30/17 PWC Registration #: 100003012 C-15 Attachment# 1 Colich & Sons, L.P. GENERAL ENGINEERING CONTRACTORS 547 W. 140th STREET GARDENA,CALIFORNIA 90248 TELEPHONE FAX 310/516-6346 310/329-2846 ESTIMATING 310/217-2573 OPERATIONS ORGANIZATION OF COLICH & SONS, LP Colich & Sons, L.P. is a Limited Partnership (#200012400015) organized on 4-26-00. California contractors state license number#783522 to 8-31-18; Taxpayer I.D. #95-4799004; Employer I.D. #460-3723-0; DIR No. 1000003012 Coretco, Inc. - General Partner John M. Colich—President& Chairman of the Board Donilo Colich—Chief Financial Officer Koji Kuwada—Secretary Paul Majich—Vice President of Operations JMC Management Consultants, Inc. -Limited Partner John M. Colich—President Janine T. Colich, Secretary Koji Kuwada—Vice President The directors of Colich & Sons, LP are as follows: John M. Colich—President& RME Donilo P. Colich—Vice President Koji Kuwada—Secretary Paul Majich—Vice President of Operations Colich & Sons, LP / Authority of General Partner December 1, 2016 Colich & Sons, LP, A California Limited Partnership is formed by two California Corporations: Coretco, Inc., General Partner and JMC Management Consultants Inc., Limited Partner. Under the Agreement ofthe Limited Partnership: Coretco, Inc., on behalf of Colich & Sons, LP has authority through its directors and officers to execute bids, bid bonds, contracts, contract bonds and other agreements related to the general engineering construction business. Under the Agreement, this authority is continuous. We certify that the authority expressed above is true and correct under the Colich & Sons, LP Agreement of Limited Partnership. Coretco, Inc. JMC Management Consultants, inc. by rt by Jo n M. Colich Kresident M. Colich President ------ ALk by = by , ram. Koji Kuwada Jar me T. Colich Secretary Secretary by by Donilo . olich Koji Kuwada Chief Financial Officer Vice President by Paul J. Majich-- Vice President of Operations City of Huntington Beach Public Works Department 2000 Main Street Tel. (714) 536-5431, Fax (714) 374-1573 ADDENDUM NUMBER ONE For WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 RELOCATION PROJECT, FROM WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC 1523 October 19,2017 Notice to All Bidders: Bid opening has changed by 1 week from October 24,2017, 10:00 AM to October 31,2017, 10:00 AM. 1. The SAMPLE CONTRACT provided in SECTION D of the project specifications has been changed, specifically Article 19-Liquidated Damages from the SAMPLE CONTRACT has been revised. ORIGINAL ARTICLE 19 ARTICLE 19 - LIQUIDATED DAMAGES. Time is of the essence. If the work is not completed in accordance with Article 2, above, it is understood that the BOARD will suffer damage. It being impractical and infeasible to determine the amount of actual damage, in accordance with Government Code Section 53069.85, it is agreed that the CONTRACTOR will pay the BOARD the sum of Five Hundred Dollars ($2,000) per calendar day for each and every day of delay until work is completed and accepted, as Liquidated Damages and not as a penalty or forfeiture. Liquidated Damages shall be compensation for CONTRACTOR'S delay in completion of the Work and shall not be constructed as a penalty or forfeiture. In the event the same is not paid, the CONTRACTOR further agrees that the BOARD may deduct the amount thereof from any money due or that any become due the CONTRACTOR under the Contract. This Article does not exclude recovery of damages under provisions of the Agreement Documents. REVISED ARTICLE 19 ARTICLE 19 - LIQUIDATED DAMAGES. Time is of the essence. If the work is not completed in accordance with Article 2, above, it is understood that the BOARD will suffer damage. It being impractical and infeasible to determine the amount of actual damage, in accordance with Government Code Section 53069.85, it is agreed that the CONTRACTOR will pay the BOARD the sum of 1 of 14 of Addendum#1 Two Thousand Dollars ($2,000) per calendar day for each and every day of delay until work is completed and accepted, as Liquidated Damages and not as a penalty or forfeiture. Liquidated Damages shall be compensation for CONTRACTOR'S delay in completion of the Work and shall not be constructed as a penalty or forfeiture. In the event the same is not paid, the CONTRACTOR further agrees that the BOARD may deduct the amount thereof from any money due or that any become due the CONTRACTOR under the Contract. This Article does not exclude recovery of damages under provisions of the Agreement Documents. 2. Specification Section Part 2 — Construction Material, 200-2.1., shall be deleted: ORIGINAL Part 2 — Construction Material, 200-2.1. Untreated Base Material to be used under asphalt concrete pavement shall be Crushed Miscellaneous Base. Payment for Untreated Base will be made at the contract unit price per ton which shall include full compensation for furnishing all material required under untreated base in accordance with the plans and these special provisions and no additional compensation will be allowed therefor. 3. Specification Section Part 3— Construction Methods, 306-6.5.1., shall be deleted: ORIGINAL Part 3 — Construction Methods, 306-6.5.1. The material in the bedding zone shall be placed and compacted mechanically. Water densified backfill will not be permitted. Unless the sheeting or shoring is to be cut off and left in place, compaction of bedding material for pipe shall be performed after the sheeting or shoring has been removed from the bedding zone, and prior to the placement of backfill. Mechanical compaction shall conform to 306-12.3. 4. In Appendix K, Geotechnical Report, Paragraph 4.1.4, under Differential Settlement, from the revised report dated March 8, 2017 shall be revised per attached supplemental amendment letter from AESCO dated October 18, 2017. The October 18, 2018 letter indicated "The water line is structurally designed for the predicted seismic settlement. Therefore, the flexible connections can be omitted." While the letter states flexible connections can be omitted, they are to remain per plans. 5. In Appendix O, City of Westminster Standard Drawing No. 609, Utility Excavation, applies to all pipe trenching activities. Jetting to consolidate sand backfill is permitted as shown. Slurry backfill from top of pipezone to bottom of base course paving as shown. Use 1.5 sack slung for slurry backfill as shown under Note 1. 6. In Specification Section 02321, 2.02.B., replace all references of 1 sack slurry" with "1.5 sack slurry". 2 of 14 of Addendum#1 7. Specification Section 02441, 1.02.1., shall be changed as follows: ORIGINAL 02441, 1.02.1. Obstruction: An object with a principal dimension is greater than or equal to 8 inches and an unconfined compressive strength (UCS) of 30,000 psi, that lies either fully or partially in the direct path of the tunnel excavation and prevents its progress. REVISED 02441, 1.02.1. Obstruction: 1. An object with a principal dimension greater than or equal to 8 inches and an unconfined compressive strength (UCS) of 30,000 psi, that lies either fully or partially in the direct path of the tunnel excavation and prevents its progress. 2. All manmade objects that impede machine progress along the intended path. 8. Specification Section 02441, 1.03.13.1., shall be changed as follows: ORIGINAL 02441, 1.03.B.1. Microtunneling: Possess a valid California Contractor's Class "A" license and a minimum of five years experience in the installation of pipelines using microtunneling as the method of installation. Experience requirements are the construction and completion of a minimum of five pipeline projects, each with a minimum of 1,000 L.F. of installed pipe between 24 inches inside diameter and 48 inches outside diameter using microtunneling as the method of installation. REVISED 02441, 1.03.B.1. Microtunneling: Possess a valid California Contractor's Class "A" license and a minimum of five years experience in the installation of pipelines using microtunneling as the method of installation. Experience requirements are the construction and completion of preferably a minimum of five drives, each with a minimum of 400 L.F. of installed pipe between 30 inches diameter and 60 inches outside diameter using microtunneling as the method of installation. 9. Specification Section 02441, 1.03.B.2.b., shall be changed as follows: ORIGINAL 02441, 1.03.B.2.b. One of the referenced projects shall have been in similar ground conditions to those anticipated in this Work, including, but not limited to, similarities in soil type, soil strength as measured by "N" values and hydrostatic head. REVISED 02441, 1.03.B.2.b. One of the referenced projects shall have been in similar ground conditions to those anticipated in this Work, including, but not limited to, similarities in soil type, 3 of 14 of Addendum#1 soil strength as measured by "N" values, hydrostatic head, and actual surface settlement of less than 0.25 inches. 10. Specification Section 02441, 1.03.C.1., shall be changed as follows: ORIGINAL 02441, 1.03.C.1. The project superintendent shall have at least five years of tunneling/pipe jacking experience and shall have managed at least three microtunneling projects, each with a minimum of 1,000 feet, with similar ground conditions with similar equipment, and with drive lengths exceeding 400 feet. REVISED 02441, 1.03.C.1. The project superintendent should have at least five years of tunneling/pipe jacking experience and should have managed at least three microtunneling projects, each with a minimum drive of 400 L.F. of installed pipe, with similar ground conditions with similar equipment, and actual surface settlement of less than 0.25 inches. 11. Specification Section 02441, 1.03.D.1., shall be changed as follows: ORIGINAL 02441, 1.03.D.1. Microtunneling: The microtunneling MTBM operator(s) shall have at least five years experience in the installation of pipelines using microtunneling as the method of installation. The MTBM operator shall have successfully completed a minimum of three pipeline projects each with a minimum of 1000 L.F. of installed pipe between 24 inches inside diameter and 48 inches outside diameter using microtunneling as the method of installation. REVISED 02441, 1.03.D.1. Microtunneling: The microtunneling MTBM operator(s) should have at least five years experience in the installation of pipelines using microtunneling as the method of installation. The MTBM operator should have successfully completed a minimum of three pipeline projects each with a minimum drive of 400 L.F. of installed pipe between 30 and 60 inches outside diameter using microtunneling as the method of installation and actual surface settlement of less than 0.25 inches. 12. Specification Section 02441, 1.03.E.1., shall be changed as follows: ORIGINAL 02441, 1.03.E.1. Microtunneling: The slurry and lubrication plant specialist shall have at least five years of experience in the design of slurry and lubrication mixes based upon the anticipated ground conditions and modifications based upon field conditions. The specialist shall have successfully completed a minimum of three pipeline projects each with a minimum of 400 L.F. of installed pipe between 24 inches inside diameter and 48 inches outside diameter using microtunneling as the method of installation. 4 of 14 of Addendum#1 REVISED 02441, 1.03.E.1. Microtunneling: The slurry and lubrication plant specialist should have at least five years of experience in the design of slurry and lubrication mixes based upon the anticipated ground conditions and modifications based upon field conditions. The specialist should have successfully completed a minimum of three pipeline projects each with a minimum drive of 400 L.F. of installed pipe between 30 and 60 inches outside diameter using microtunneling as the method of installation. 13. Specification Section 02441, 1.03.E.2.a., shall be changed as follows: ORIGINAL 02441, 1.03.E.2.a. Successfully completed a project in similar ground conditions to those anticipated in this Work, including, but not limited to: soil type, soil strength as measured by "N" values, and hydrostatic head if present. REVISED 02441, 1.03.E.2.a. Successfully completed a project in similar ground conditions to those anticipated in this Work, including, but not limited to: soil type of alluvial sand, soil strength as measured by "N" values, and hydrostatic head and actual surface settlement of less than 0.25 inches. 14. Specification Section 02441, 1.03.F., shall be deleted: ORIGINAL 02441, 1.03.F. 1.03.F. Microtunneling crew: The microtunneling crew is required to have a current Hazmat certification maintained through end of project. 15. Specification Section 02441, 1.03.1., shall be changed as follows: ORIGINAL 02441, 1.03.1. The Engineer will be the sole judge in determining if the prospective microtunneling contractor, project superintendent, MTB operator, and surveyor meet the aforementioned work and project experience requirements. REVISED 02441, 1.03.1. The Engineer shall be the sole judge in determining if the prospective microtunneling contractor, project superintendent, MTB operator, slurry and lubrication plant specialist, and surveyor meet the aforementioned work and project experience requirements. 16. Specification Section 02441, 1.03.J., shall be changed as follows: ORIGINAL 02441, 1.03.J. 5 of 14 of Addendum#1 The MTBM operator shall not be replaced without prior written approval of the Engineer. REVISED 02441, 1.03.J. The MTBM operator and slurry and lubrication plant specialist shall not be replaced without prior written approval of the Engineer. 17. Specification Section 02441, 1.04.F.6., shall be added as follows: ADDED 02441, 1.04.F.6. Provide calculations demonstrating sufficient pressure to fill all potential voids located below the surface without causing heave, leakage to the surface, and filling other subsurface improvements. 18. Specification Section 02441, 1.04.R, shall be added as follows: ADDED 02441, 1.04.R. Provide contractor qualification experience records for each skill with individual experience records demonstrating specified experience. 19. Specification Section 02441, 1.05.D, shall be changed as follows: ORIGINAL 02441, 1.05.11). All underground equipment, electrical and mechanical systems, regardless of tunnel classification, to have Class I, Division II designation. Smoking and smoking materials will not be allowed at any time underground. REVISED 02441, 1.05.D. Smoking and smoking materials will not be allowed within the shaft lay down areas and all subsurface areas. 20. Specification Section 02441, 1.05.E, shall be changed as follows: ORIGINAL 02441, 1.05.E. Performance Criteria: No ground settlement or heaving shall be allowed as measured above and along the centerline of the tunnel being installed. Unless otherwise noted, all surface improvements are to be restored to original condition at no cost to the owner. REVISED 02441, 1.05.E. Performance Criteria: No ground settlement or heaving greater than 0.25 inches shall be allowed as measured above and along the centerline of the tunnel being 6 of 14 of Addendum#1 installed. Unless otherwise noted, all surface improvements are to be restored to original condition. 21. Specification Section 02441, 3.03.13.1., shall be changed as follows: ORIGINAL 02441, 3.03.13.1. Casing pipe installation shall not vary by more than 1.5 inches in horizontal alignment or 1 inch in vertical elevation from any design point between shafts. REVISED 02441, 3.03.13.1. Carrier pipe installation shall not vary by more than 1.0 inches in horizontal alignment or 0.5 inches in vertical elevation and 2.0 inches of separation from the casing sidewall from any design point between shafts. 22. Specification Section 02441, 3.03.D.8., shall be added as follows: REVISED 02441, 3.03.D.8. Commence tunneling using an engineered slurry designed specifically for this project, measure its design properties, track and record its properties, adjust its formulation, and record those adjustments until tunneling is completed. 23. Specification Section 02441, 3.03.D.9., shall be added as follows: ADDED 02441, 3.03.D.9. Take, record, track, and analyze survey data and field observations for ground movement as specified in Section 02496. 24. Specification Section 02441, 3.03.F., shall be changed as follows: ORIGINAL 02441, 3.03.F. Deferring Site Condition REVISED 02441, 3.03.F. Differing Site Condition 25. Specification Section 02441, 3.03.F.1., shall be changed as follows: ORIGINAL 02441, 3.03.F.1. Provide written notice immediately upon encountering peat as a deferring site condition. REVISED 02441, 3.03.F.1. 7 of 14 of Addendum#1 Provide written notice immediately upon encountering peat as a differing site condition. 26. Specification Section 02441, 3.03.F.5., shall be changed as follows: ORIGINAL 02441, 3.03.F.5. A contingent bid item for encountering peat has been included in the determination of low bid, but is excluded from the performance and bid amounts at time of bid. Bid item is to be paid only if used and upon written notice and acceptance of the deferring site condition, and will be paid per each occurrence for up to 50 feet. Occurrences of 5 feet or less are incidental and included in the bid items for microtunneling. REVISED 02441, 3.03.F.5. A contingent bid item for encountering peat has been included in the determination of low bid, but is excluded from the performance and bid amounts at time of bid. Bid item is to be paid only if used and upon written notice and acceptance of the differing site condition, and will be paid per linear foot for the occurrence. Occurrences of 5 feet or less are incidental and included in the bid items for microtunneling. 27. Specification Section 02441, 3.03.H., shall be changed as follows: ORIGINAL 02441, 3.03.H. Backfill Grouting REVISED 02441, 3.03.H. Contact Grouting. 28. Specification Section 02441, 3.03.1-1.1., shall be changed as follows: ORIGINAL 02441, 3.03.11-11.1. Backfill grout to fill the annular space between the steel casing and the excavated ground upon completion of the drive if the radial annular gap is in excess of 1.0 inch, unless otherwise specified by Contract Documents. REVISED 02441, 3.03.11-11.1. Contact grout to fill the annular space located between the steel casing and the excavated ground upon completion of the drive. 29. Specification Section 02441, 3.03.H.2., shall be changed as follows: ORIGINAL 02441, 3.03.1-11.2. 8 of 14 of Addendum#1 All grout ports shall be plugged with 0.75 inch casing pipe steel and welded in place. REVISED 02441, 3.03.11-11.2. Upon completion of attempting to contact grout all ports, all grout ports shall be plugged with 0.75 inch casing pipe steel and welded in place. 30. Specification Section 02441, 3.03.H.5., shall be added as follows: ADDED 02441, 3.03.11-11.5. Pressurize the grout to the pressure determined to fill all voids to the surface without rupturing or heaving the surface. Once the grout has attained the designed pressure hold pressure for 1.0 minutes while not increasing the total injected volume before closing port. 31. Specification Section 02441, 3.03.1., shall be revised as follows: ORIGINAL 02441, 3.03.1. Contact Grout and Lubrication Between Ground and Steel Casing 1. Provide a pipe lubrication system to inject a bentonite and/or polymers and potable water through the lubrication ports in quantities are required to minimize pipe friction and jacking forces and to fill the annular space created by the overcut to prevent soil collapse. 2. Use backfill ground to fill the void left behind from the bored overcut between the exterior of the casing and the ground with grout under pressure sufficient to ensure void is properly filled but without over stressing ground support, or causing ground heave. REVISED 02441, 3.03.1.1. Lubrication Between Ground and Steel Casing 1. Provide a pipe lubrication system designed to inject a bentonite and/or polymers lubrication through the lubrication ports in quantities required to: (a) Minimize pipe friction (b) Minimize jacking forces (c) Completely fill the annular space created by the overcut (d) Prevent soil collapse (e) Not damage the casing pipe or existing features. 9 of 14 of Addendum#1 32. Specification Section 02447, 2.01.A., shall be changed as follows: ORIGINAL 02447, 2.01.A. Steel casings shall be welded steel pipe of the diameters and plate thicknesses indicated. The steel pipe casings shall conform to ASTM A53, subject to the following supplemental requirements. The casing shall be of the diameter indicated on the Contract Documents and shall be furnished complete with welded joint ends. In no case shall the casing wall thickness be less than 3/4-inch as shown on the plans. The Contractor may select a greater diameter or thickness for the method of work and loadings involved, site conditions, and possible interferences. REVISED 02447, 2.01.A. Steel casings shall be welded steel pipe of the diameters and plate thicknesses indicated. The steel pipe casings shall conform to ASTM A53, subject to the following supplemental requirements. The casing shall be of the diameter indicated on the Contract Documents and shall be furnished complete with welded joint ends. In no case shall the casing wall thickness be less than 3/4-inch as shown on the plans. The Contractor may select a greater diameter or thickness for the method of work and loadings involved, site conditions, and possible interferences. A steel casing no larger than 62.5 inches outside diameter can be used, with the crown of the casing to be maintained as shown on the drawings. 33. Specification Section 02447, 2.02.A.2., shall be changed as follows: ORIGINAL 02447, 2.02.A.2. Tape Coating: Steel casing pipe shall include a tape coating system in conformance with the requirements of AWWA C209, AWWA C214 and Section 09880. REVISED 02447, 2.02.A.2. Dielectric and Abrasion Resistant Coating: Steel casing pipe shall include a dielectric and abrasion resistant coating system. Acceptable products include: a. Fusion bonded epoxy with an abrasion resistant overcoat per the requirements of AWWA C210 b. Dielectric polyolefin coating per the requirements of AWWA C215 C. Polyurethane coating per the requirements of AWWA C222 34. Specification Section 02496, 1.02.E., shall be changed to 1.02.F., with 1.02.E. added as follows: ADDED 02496, 1.02.E. Notice Level: 56 percent of the Alert/Stop Level. Requires immediate written notice upon attainment. Stop and provide written notice, review work procedure, and report. 10 of 14 of Addendum#1 35. Specification Section 02496, 1.02.E., shall be changed to 1.02.F., and shall be changed as follows: ORIGINAL 02496, 1.02.E. Review Level: Level of instrumentation reading(s) at which the Engineer and the Contractor proposes modifying the method, rate or sequence of construction. Including replacing the MTBM operator. REVISED 02496, 1.02.F. Review Level: 75 percent of Alert/Stop Level. Level of instrumentation reading(s) at which the Engineer and the Contractor proposes modifying the method, rate or sequence of construction. Including replacing the MTBM operator. 36. Specification Section 02496, 1.02.F., shall be changed to 1.02.G., and shall be changed as follows: ORIGINAL 02496, 1.02.F. Alert Level: Alert Level represents the maximum permissible ground and structure movement due to activities associated with the construction of the Work. REVISED 02496, 1.02.G. Alert/Stop Level: Alert Level represents the maximum permissible ground and structure movement due to activities associated with the construction of the Work. 37. Specification Section 02496, 1.02.G., shall be changed to 1.02.H. 38. Specification Section 02496, 3.05.B., shall be changed as follows: ORIGINAL 02496, 3.05.B. Review Level REVISED 02496, 3.05.B. Notice Level 39. Specification Section 02496, 3.05.13.1., shall be changed as follows: ORIGINAL 02496, 3.05.B.1. Conduct all works in a manner such that ground movement does not exceed 1/3 inch. 11 of 14 of Addendum#1 REVISED 02496, 3.05.B.1. Conduct all works in a manner such that ground movement does not exceed 50 percent of the alert level. 40. Specification Section 02496, 3.05.B.2., shall be added as follows: ADDED 02496, 3.05.113.2. Stop work when Notice level is attained and review all ground monitoring, tunneling operations and data. 41. Specification Section 02496, 3.05.B.3., shall be added as follows: ADDED 02496, 3.05.113.3. Provide written notice of current state and provide corrective action. Work is to resume after corrective actions are provided. 42. Specification Section 02496, 3.05.C.1., shall be changed as follows: ORIGINAL 02496, 3.05.C.1. Perform the following when the Alert level is reached: REVISED 02496, 3.05.C.1. Stop all work when Alert/Stop level is reached. Review with Caltrans before restarting project and perform the following: 43. Specification Section 02510.2, 1.04.A, shall be changed as follows: ORIGINAL 02510.2, 1.04.A Surfaces of cement mortar lined pipe shall be protected from damage in accordance with AWWA C203 and as specified in this section. REVISED 02510.2, 1.04.A Surfaces of cement mortar lined pipe shall be protected from damage in accordance with AWWA C205 and as specified in this section. 44. Specification Section 02510.2, 2.01.C.2.b., shall be changed as follows: ORIGINAL 02510.2, 2.01.C.2.b The strutting materials, size, and spacing shall be adequate to support the earth backfill pulls any greater loads that may be imposed by the backfilling and compaction eguiprnent. 12 of 14 of Addendum#1 REVISED 02510.2, 2.01I.C.2.1b The strutting materials, size, and spacing shall be adequate to support the pipe during shipping handling and laying operations. It is the Contractors responsibility to provide backfill and compaction operations that do not damage or compromise either the pipe, the cement mortar lining or the cement mortar overcoating. Pipe segments damaged during backfill shall be repaired or removed from the project at the discretion of the Engineer. The Engineer shall examine the pipeline for evidence such as, excessive lining cracking, lining disbondment, or pipe out of round, to determine the extent of remedial action or removal of pipe from the Project. 45. Specification Section 02510.2, 2.02, shall be deleted: ORIGINAL 02510.2, 2.02 ACCEPTABLE MANUFACTURERS A. Fabricated Steel Water Pipe Ameron Inc., Rancho Cucamonga, CA Northwest Pipe Company, Adelanto, CA 46. Specification Section 02510.2, 2.04.A.3., shall be changed as follows: ORIGINAL 02510.2, 2.04.A.3. Pipe wall thickness as shown on plans or per requirements below: a. Minimum thickness is 0.250-inch for 30-inch pipe with 8 feet maximum depth of cover. b. Minimum thickness is 0.3175-inch for 30-inch pipe with 10 feet maximum depth of cover. C. Minimum thickness is 0.375-inch for 30-inch pipe with 12 feet maximum depth of cover. REVISED 02510.2, 2.04.A.3. Pipe wall thickness as shown on plans or per requirements below: a. Minimum thickness is 0.250-inch for 30-inch pipe with 10 feet maximum depth of cover. Limits include Station 10+00 to Station 16+20; Station 18+40 to Station 23+00; and Station 28+60 to Station 34+60±. b. Minimum thickness is 0.3175-inch for 30-inch pipe with 12 feet maximum depth of cover. Limits include Station 16+20 to Station 18+40; Station 23+00 to Station 24+00; Station 27+80 to Station 28+60; C. Minimum thickness is 0.375-inch for 30-inch pipe with 16 feet maximum depth of cover. Limits include Station 24+00 to Station 27+80. 47. Specification Section 10100.1, 1.02, shall be changed as follows: ORIGINAL 10100.1, 1.02 Willow Lane Pipeline Installation Traffic Control Hours: 13 of 14 of Addendum#1 All work related to installing the pipeline in Willow Lane shall follow Drawings TC-1 through TC-8. Working hours are 10:00 PM — 5:00 AM, for a weeknight closure and 10:00 PM — 6:00 AM, for a weekend night closure with the exception of Phase 4, Drawing TC-8. Phase 4 will be the traffic control used for Micro-Tunneling operations to take place during the day. Any work outside these hours will need written approval from the Engineer prior to beginning. REVISED 10100.1, 1.02 Willow Lane Pipeline Installation Traffic Control Hours: All work related to installing the pipeline in Willow Lane shall follow Drawings TC-1 through TC-8. Working hours are 10:00 PM — 5:00 AM, for a weeknight closure and 10:00 PM — 6:00 AM, for a weekend night closure with the exception of Phase 1, Drawing TC-2. Drawing TC-2 will be the traffic control used for Micro-Tunneling operations to take place during the day. Any work outside these hours will need written approval from the Engineer prior to beginning. 48. Drawing C-3, CD-2, CD-3, CD-4 and CD-5 shall be replaced, as attached: 49. Appendix L shall be replaced with more recent Federal and State labor labor rates, as attached. 50. Appendix M shall be supplemented with Caltrans' October 11, 2017 letter regarding request for revisions, as attached. 51. Appendix P shall be changed as follows, as attached: ORIGINAL Appendix P Not Used REVISED Appendix P Plate 5A, Distribution of Peat Deposits in Orange County 52. Appendix Q shall be changed as follows, as attached: ORIGINAL Appendix Q Not Used REVISED Appendix Q Underground Classification C006-059-18T 53. Project Bid Schedule A, Bid Item No. 40, shall be changed as follows, and Bid Schedule A shall be replaced, as attached: ORIGINAL Bid Item No. 40 14 of 14 of Addendum#1 Deferring Site Condition Occurrence (Peat), 1.0 LS REVISED Bid Item No. 40 Differing Site Condition Occurrence (Peat), 50.0 LF This is to acknowledge receipt and review of Addendum Number One,dated October 19,2017. Colich&Sons L.P. Company Name By Paul Majich,VP of crations,Corctco Inc G.P. 10/30/17 Date All bidders must acknowledge and include the receipt of this Addendum with your bid proposal. Should you have any questions regarding this Addendum, please call Andrew Ferrigno at (714) 536- 5291 within 24 hours of posting. 15 of 14 of Addendum#1 This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated.Not valid for mortgage,note,loan,letter of credit,bank deposit,currency rate,interest rate or residual value guarantees. To confirm the validity of this Power of Attorney call 610.832- 8240 between 9:00 am and 4:30 pm EST on any business day. Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companiesl,pursuant to and by authority herein set forth,does hereby name,constitute and appoint,Noemi Quiroz of the city of Los Angeles ,state of CA its true and lawful attorney-in-fact,with full power and authority hereby conferred to sign,execute and acknowledge the following surety bond: Principal Name: Colich&Sons L P. Obligee Name: West Orange County Water Board Surety Bond Number: Bid Bond Bond Amount: See Bond Form IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 61h day of March,2017. %NSU O ggti tiJPL P NSU��L \GANtR o ggyC The Ohio Casualty Insurance Company �aT �,� �� \�Go � m Liberty Mutual Insurance Company Z o ° o `� Wes merican Insurance Company r' 1912 s 1919 3 r 1991 3 O y �,,,av W a SSACH�1`� p= may.! HAMPS�\!_ �NOIANP t By: .rz David KfCarey,Assistant Secretary STATE OF PENNSYLVANIA ss COUNTY OF MONTGOMERY On this 61h day of March,2017,before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do,execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. 9P PASp COMMONWEALTH OF PENNSYLVANIA �Q o�MOF�� Notarial Seal _ I- u s T' Teresa Pastella,Notary Public OF Upper MerionTwp--Montgomery County By: My Commission Expires March 28,2021 Teresa Pastella, otary Publtc Member,Pennsylvania Association of Notaries �qRy PUg This Power of Attom yismtade and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV—OFFICERS—Section 12.Power of Attorney.Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or the President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute, seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attorney- in-fact under the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. ARTICLE XIII—Execution of Contracts—SECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Company to make,execute, seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attomeys-in-fact subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation—The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attomeys-in- fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization—By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,Renee C.Llewellyn,the undersigned,Assistant Secretary,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attomey of which the foregoing is a full,true and correct copy of the Power of Attorney executed by said Companies,is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 17th day of October 2017 P,_1NSugq J111INSU� GANINSU,?4 `�CQRPOq,9t°DLO^ �O O p K O By: T. _ 1912 2 1919 as W 1991 F. e ee C.Lle elly;L Assistant Secretary— C 2 �ylHAMPS�P= �NOIANA J AHt1`' p BID BOND We, Colich& Sons,L.P. as Principal, and Liberty Mutual Insurance Company as Surety, jointly and severally, bind ourselves, our heirs, representatives, successors and assigns, as set forth herein,to the WEST ORANGE COUNTY WATER BOARD (herein called"OWNER")for payment of the penal sum of Ten Percent of Amount Bid Dollars(S 10% of Amount Bid ) lawful money of the United States. Principal has submitted the accompanying bid dated October 24 ,2017 , for the construction of- West Orange County Water Board Relocation of Feeder No. 2 at Westminster Boulevard City of Huntington Beach CASH CONTRACT No. 1523 The Bidder (identified above and referred to herein as, the "Principal") has provided this bid bond in connection with the bid submitted by the Principal to Owner for the construction of the public works project identified above ("Project"). In issuing this bid bond, the Surety (identified above) certifies to OWNER that the Surety is "an admitted surety insurer"as defined in California Code of Civil Procedure Section 995.120. We, the Principal and the Surety, as evidenced by the signatures of our respective duly-authorized representatives, set forth below, are hereby held and firmly bound unto OWNER in the amount of the Penal Sum specified above, for the payment of which amount, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors, and assigns as specified below. The payment obligation described above shall become null and void if: (i) OWNER awards the contract for construction of the Project ("Contract") to the Principal based on the bid described above and, within the required number of days after the notice of such award, the Principal enters into the Contract and provides to OWNER the required payment and performance bonds; (ii) OWNER rejects all bids received for the Project; or (iii) the time period during which the Principal may not withdraw its bid has expired without OWNER awarding the Contract to the Principal. If,however, OWNER awards the Contract to the Principal,but the Principal fails and/or refuses to enter into the Contract and/or to properly and duly-execute and deliver the required payment bond, performance bond, and/or other required documentation,then,immediately upon request of OWNER and without imposing any additional conditions on payment whatsoever, the Surety and/or the Principal shall forfeit and pay to OWNER such amount as OWNER states is the total of the costs reasonably incurred by OWNER as a result of such failure or refusal by the Principal, including, without limitation, the difference between the Principal's bid and the bid for the Project subsequently accepted by OWNER, rebidding-of the Project if necessary, and administrative, publication, and other costs incurred by OWNER. In no event, however, shall the liability pursuant to this bid bond exceed the Penal Sum of this bid bond. 1 of 2 BID BOND The Surety, for value received, hereby stipulates and agrees that this bid bond and the Surety's obligations hereunder shall be and remain in effect until such time as one or more of the conditions described herein for rendering this bid bond null and void have been satisfied. The Surety, for value received, further stipulates and agrees that this bid bond shall in no way be impaired or otherwise affected by any extension of the time within which OWNER must enter into the Contract and submit the required documentation, and Surety hereby waives any requirement for notice of any such extension. Each person signing this bid bond on behalf of either the Principal or the Surety hereby represents and warrants that he or she has been duly authorized to sign, and thereby bind such party to,this bid bond. IN WITNESS WHEREOF, the Principal and Surety, acting by and through their respective, dul_v- authorized representatives, have executed this instrument on the date indicated below and affixed the name and, if applicable, corporate seal of each party. Principal: Colich& Sons, L.P. (Corporate or Individual Name) Business Address: 547 W. 140th Street Gardena, CA 90248 Authorized Sign e: (Affix Corporate Seal) (Must be N tars ed) Date Signed: /p �1 17 Surety: Liberty Mutual Insurance Company (Corporate Name) Business Address: 790 The City Drive South Suite 200 Orange, CA 92868 Authorized Signature: ( Q (Affix Corporate Seal) (I - (M�ust�l*' N arized) Noem Quiroz,Attorney-in-Fact Date Signed: Oc-t"ober 17,2017 Note: Any claims under this bond can be addressed to Surety at the above address. (The following is to be completed by Surety.) The rate of premium on this bond is: $ N/A per thousand dollars. Total amount of premium charged is: $ N/A Note: A certified copy of the Power of Attorney of the Surety's authorized signatory must be attached to this bid bond. 2of2 BID BOND CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Civil Code § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy or validity of that document. State of California ) ss County of Los Angeles ) OCT 1 7 10�17 On before me, Lisa L. Thornton, Notary Public, personally appeared Noemi Quiroz who proved to me on the basis of satisfactory evidence to be the persons} whose name} is/a-Fe subscribed to the within instrument and acknowledged to me that 4e�sheA4ey executed the same in 4�4her/t4e4 authorized capacity4e-4, and that by 4+4herA4e# signatures} on the instrument the person{s4, or the entity upon behalf of which the persons}acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. � F_ L1SA L. T iOnNi— ON Commission i.=2118370 z Leo Notary Public -Califcrni 9 Los Angeles counry 1v7v Comm Expires !u1 5 201c `y Signature: f _ (Seal) Lisa L. Thor ton, l otary Pubic CALIFORNIA JURAT WITH AFFIANT STATEMENT GOVERNMENT CODE §8202 ee Attached Document (Notary to cross out lines 1-6 below) ❑ See Statement Below (Lines 1-6 to be completed only by document signer[s], not Notary) Signature of Document Signer No. 1 Signature of Document Signer No. 2 (if any) A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness,accuracy, or validity of that document. State of California // Subscribed and sworn to (or affirmed) before me County of bus �) s �1 L on this ✓V day of 20 by Date Month Year ROBERT BOLGER JR (and (2) ), Commission # 2061640 Name(s) of Signers) Notary Public -California z Los Angeles County ' proved to me on the basis of satisfactory evidence My Comm. Expires Mar 21,2018 to be the person(s) who appeared before me. Signature Signature o Notary Public Seal Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: ©2014 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY(1-800-876-6827) Item #5910 i , F x.•a t 6 - e -. - cam. •-� .t,z �.. �. 2017 OCT 31 Colich & Sons L.P. CITY CLPR F r - r r;1 547 W I44tn St t'f _c �. Gardena, CA 90248 Lie No 783522 A rrl ar SEALED BID _ :] f W.y-'hkiY . x For WEST ORANGE COUNTY WATER BOARD FEEDER NO.2 :.: x RELOCATION PROJECT ..;. f From ?W"qr WILLOW LANE AND WESTMINSTER BLVD. TO SPRINGDALE ST. AND MAHOGANY AVE. IN THE CITY OF WESTMINSTER CC No. 1523 in the CITY OF HUNTINGTON BEACH - DO NOT OPEN WITH REGULAR MAIL u DELIVER TO THE OFFICE OF THE CITY" CLERK, 2000 MAIN STREET, SECOND FLOOR ' �.