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HomeMy WebLinkAboutGARCIA JUAREZ CONSTRUCTION, INC. - 2005-08-15 (6)�," CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK JOAN L. FLYNN CITY CLERK October 4, 2005 BRH-Garver West, Inc. 6910 Mission Gorge Road San Diego, CA 92120-2420 RE: CC- 1274 — OC-9 Water Transmission Main Replacement Enclosed please find your original bid bond for CC-1274. Sincerely, Joan L. Flynn City Clerk JF:pe enclosure ( Telephone: 714-536-5227) � NMImww w ►. lIr MBW CA ORI20.2 0 �1l�ti�+0637 Fax d1 OwA�M�aa Lic. wwowwwwwvpww-%^"# can w pwgqmfa Lie. # 845W, or ,I �j I *� ,- , -,) I: I-' 2�I 3 :J- -, i THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we BRH-Garver West, Inc., 6910 Mission Gorge Road, San Diego, CA 92120 (Here insert full name and address or legal bite of Contractor) as Principal, hereinafter called the Principal, and Arch Insurance Company, 3 Parkway, Philadelphia, PA 19102 (Here insert full name and address or legal lithe of Surety) a corporation duly organized under the laws of the State of Missouri as Surety, hereinafter called the Surety, are held and firmly bound unto City of Huntington Beach (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called the Obligee, in the sum of Ten Percent of 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 OC-9 Water Transmission Main Replacement — in Newland Street from Yorktown Avenue to Warner Avenue, Huntington Beach, CA (Here insert full name, address and description of project) 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. T1r� (Wi ess) ay of July 20 05 BRH-Gater West. Inc. Arch Insurance Company In Dombrowski, Attorney -in -Fact AIA DOCUMENT A310 - BID BOND - AIA ® - FEBRUARY 1970 ED - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N. W., WASHINGTON, D. C. 20006 State of Connecticut County of Hartford On this 13th day of July 2005 before me personally appeared Joann Dombrowski To me known, who being by me duly sworn did depose and say that he/she is the Attorney -in -Fact of Arch Insurance Company The corporation described in and which executed the above instrument; that he/she knows the seal of said corporation, and that he/she signed his/her name thereto by like order. �7� Marion R. Vail Notary Public Commission Expires: November 30, 2005 POWER OF ATTORNEY Know All Men By These Presents: That the Arch Insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal office in Kansas City, Missouri (hereinafter referred to as the "Company") does hereby appoint Russell M. Canterbury, John B. O'Keefe, Joann Dombrowski, Virginia R. Martin, Victoria P. Jovino and Marion R. Vail of Hartford, CT (EACH) its true and lawful Attomey(s)-in-Fact, to make, execute, seal, and deliver from the date of issuance of this power for and on its behalf as surety, and as its act and deed: Any and all bonds and undertakings EXCEPTION: NO AUTHORITY is granted to make, execute, seal and deliver bonds or undertakings that guarantee the payment or collection of any promissory note, check, draft or letter of credit. This authority does not permit the same obligation to be split into two or more bonds in order to bring each such bond within the dollar limit of authority as set forth herein. The Company may revoke this appointment at any time. The execution of such bonds and undertakings in pursuance of these presents shall be as binding upon the said Company as fully and amply to all intents and purposes, as if.the, same'ha' d.been duly executed and acknowledged by its regularly elected officers at its principal office in Kansas.City, Missouri. , This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on March 3, 2003, true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect: "VOTED, That the Chairman of the Board, the President, or any Vice President, or their appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys -in -fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings, obligatory in the nature thereof, and any such officers of the Company may appoint agents for acceptance of process." This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of the Board of Directors of the Company on March 3, 2003: VOTED, That the signature of the Chairman of the Board, the President, or any Vice President, or their appointees designated in writing and filed with the Secretary, and the signature of the Vice President, the seal of the Company, and certifications by the Vice President, may be affixed by facsimile on any power of attomey or bond executed pursuant to the resolution adopted by the Board of Directors on March 3, 2003, and any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the Company. OOMLO013 00 03 03 Page 1 of 2 Printed in U.S.A. STATE OF CALMORMA DEPARM"NT OV INSJURANGT NQ 07718 Amended Certificate of A4thority TOM IS TO CF.Et.'Y'VY ?'Mr. Pursuant so the lmurwnce CIO* vase sm"t of cwwotttt4 Arch znau:anoe Company 4f xaneas City* Hionouri , a?arelSadu►ulertha laws Of 4ubject to ttd ArOck. r ofbrcorpotttMOH or otherjbtltdameMMl otgareltadbnel documwntt. is Adowhyautharited to »aruact wtthtn rho SA%ft eubject to all prrwirlarfd' 4fOAk Csrtlftcate. the jo dwMt alaues ofkm Mreow Piro# marine, surety# Ltebilifty, Wo*karsr campenseeion, Common Cart:ler Liability, Team at+d V$hicle, _and Automobiles as stu h classes am now or may har+. %e be dg/lned In Me IM#4ra tee lsiw.t of the State eef t alydrnta. TIUS CHRTMICAIM lr OVMIOV corUNtloned "n Elko hbldar Ursof now Ond hattwoer betna ttt jUlt coinpltance wWk alX and not in vtoletton of arty, gfehe a pplttsble laws mid lawjkt ne+sulmmexb made under authority of, the law* of the ,SAW* of ChWosela v lows d� artoh laws or mgutrvmemo arse to a,8'dct and Vpltcable. and as such taw t and rrgulremenu now are. op ttigt+ htwco r be changed or amended. IN WrrNM WHMU3M m0c"ve air gf the _.S 3 th day of . jM "—..... . -? aQA .. 1 have herousto rat rrw hand and canned Iny cf'leW seal to be gOUctd thk 13 th day t J31ne asks Ar N0�3t`iCt Oor ltatth*q w! 7OfAl; ►� lhto t * a , �tfrr it�a+uw aofdda ��b o! A t+�oN b dO to � b� w aratAdt !at re lab Cenulaoa of pAa+a.et w eta taave ooA�dtdww e�a►�berala. r r ptrip "Jor 6 Wap o[ta4aoo�%aL '1os vd!MW Code �4A' tvinl� r tswte in Ao MT60attoa�ar sod IM ea 04 gem ARCH INSURANCE COMPANY STATEMENT OF FINANCIAL CONDITION December 31, 2004 Assets Cash in Banks $ 41,070,019 Bonds owned 346,796,820 Stocks 153,760,974 Premiums in course of collection 111,435,010 Accrued interest and other assets 154,127,307 Total Assets $ 807,190,130 Liabilities Reserve for losses and adjustment expenses $ 206,071,589 Reserve for unearned premiums 56,514,162 Reserve for taxes, expenses and other liabilities 207,587,277 Total Liabilities 470,173,028 Surplus as regards policyholders 337,017,102 Total Surplus and Liabilities $ 807,190,130 By: Attest: , Senior Vice President Secretary State of New York ) SS City of New York ) Fred Eichler and Martin Nilsen, being duly sworn, say that they are Senior Vice President and Secretary, respectively, of ARCH INSURANCE COMPANY, Missouri; and that the foregoing is a true and correct statement of financial condition of said company, as of December 31, 2004. Subscribed and sworn to before me, this day of March, 2005 Notary Public PETER J. CALLEO, ESA. Notary Public, State of New York No. 02CA8109336 cluaiiNed in New York County Commission Expires May 3.2008 ARCH Insurance Company ARCH Surety NOTICE — DISCLOSURE OF TERRORISM PREMIUM In accordance with the Terrorism Risk Insurance Act of 2002, we are providing this disclosure notice for bonds on which Arch Insurance Company is the surety. DISCLOSURE OF PREMIUM The portion of the premium attributable to coverage for terrorist acts certified under the Act is Zero Dollars ($0.00). DISCLOSURE OF FEDERAL PARTICIPATION IN PAYMENT OF TERRORISM LOSSES The United States will pay ninety percent (90%) of covered terrorism losses exceeding the applicable insurer deductible. SECTION C PROPOSAL for the OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Yorktown Avenue to Warner Avenue CONSTRUCTION CONTRACT No. 1274 - Phase 2 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: 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 therefore, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. 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 1st Notice to Proceed will be issued with the execution of the contract for materials procurement only (materials shall include but not be limited to piping, valves, fittings, and any long lead-time items). The 2nd Notice to Proceed will be issued to the undersigned following the submittal of proof of materials procurement (with a firm delivery date) and has obtained written approval from the AGENCY for the undersigned's construction schedule. Upon the issuance of the 2nd Notice to Proceed the undersigned shall commence with the physical site work thereafter and shall complete all work within a one hundred sixty {160) working day Construction Period. Bid Schedule A is the "Base Bid PVC Pipe". Bid Schedule B is the "Alternate Bid Ductile Iron Pipe. The City shall award the contract on the basis of the lowest responsive bid. 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 AGENCY 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 AGENCY 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 AGENCY 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. If at such time the contract is not awarded, the AGENCY 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 PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No. Description Quantity Unit Unit Cost Total Cost 1. Mobilization 1 LS $ i o0 ow ` $ 10,0000.00 Furnish and install 24-inch PVC pipeline C905, CL235 from sta 61+83± to sta 138+16± with nitrile (NBR) gaskets, including all fittings, and appurtenances, 2. temporary blow -off, pressure testing, cathodic protection 7196 LF $ $ on DI fittings, pavement sawcutting and removal, °= g2�l9go excavation, backfill, surface repair, and thrust restraint, as � shown on these plans, complete and in place. Furnish and install 20-inch PVC pipeline C905, CL235 from sta 10+00 to sta 61+83± with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow- 3. off, pressure testing, cathodic protection on DI fittings, 4956 LF $ $ pavement sawcutting and removal, excavation, backfill, 2/{, J, O70,ygA surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove existing 8-inch ACP pipeline and replace with new 8-inch PVC C900, CL200 from sta 95+50± to sta 95+96± with nitrile (NBR) gaskets, including all fittings, 4 and appurtenances, cut -in valves temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. Remove existing 8-inch ACP pipeline and existing 8-inch valve and replace with new 8-inch PVC C900, CL200 from sta 114+92± to stall65+34± with nitrile (NBR) 5 gaskets, including all fittings, and appurtenances, cut -in 1 LS $ $ valves temporary blow -off, pressure testing, cathodic protection on DI fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install 12" cut -in gate valve, including valve 6. box concrete thrust block and appurtenances, cathodic 1 EA $ o�v io rotection on DI fittings, complete and in lace. Furnish and install 20" butterfly valve, including valve 7. box and appurtenances, cathodic protection on DI fittings, 5 EA $,r $3 ° complete and in lace. ' 3 , 0 S (0s v . C-2 PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Unit Total Cost No.Furnish Cost and install 24" butterfly valve, including valve 8. box and appurtenances, cathodic protection on DI fittings, 4 EA $g 9 Sy $35,g►� complete and in place. Connect proposed 20" water transmission main to existing 30" main at sta 10+00, including all fittings, 30" Butterfly 9. valves, appurtenances, excavation, backfill, surface repair, 1 LS $ $ and thrust restraint, as shown on these plans, complete and cis 7g-6." 95. -791- in place. Connect proposed 24" water transmission main to existing Phase 1 water main at sta 138+16.17, including all fittings, 10. appurtenances, temporary blow -off, pressure testing, 1 LS $1 $ excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install pump out assemblies, including all 11. valving, fittings, and appurtenances, cathodic protection 5 EA $ $ on DI fittings, as shown on these plans, complete and in 5 °' lace. Furnish and install air release assemblies, including all 12 valving, fittings, and appurtenances, cathodic protection 5 EA $ $ on DI fittings, as shown on these plans, complete and in ,, lace. Furnish and install air and vacuum assemblies, including 13. all valving, fittings, and appurtenances, cathodic 13 EA $ w $ 3• o� S' protection on DI fittings, as shown on these plans, 9 41�5_ �- complete and in place. 14. Protect in place existing service lateral as shown on these 19 EA $ o ►olo $ Tans. Relocate existing service lateral, including all fittings, and appurtenances, meter set, angle stop, meter box, 15. corporation stop, tapping saddle, pavement sawcutting and 10 EA $195� UV $1 removal, excavation, backfill, surface repair, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 35+80+ to sta. 36+74+, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 16. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust 4 3 it 3`0 4 3(�t7 3. W blocks and thrust restraint, as shown on these plans, complete and in place. C-3 PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Cast Total Cost Furnish and install 20" siphon from sta. 39+50f to sta. 39+75f, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 17. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust p- 9 S S, blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 44+53f to sta. 44+81f, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 18. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust a'(, 9S Sr �`�. 5 S 5' blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 52+94± to sta. 53+26±, including all fittings, and appurtenances temporary blow -off, pressure testing, cathodic protection 19. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust a �{, uv q. ,, uo y ub blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 59+91± to sta. 60+27+, including all fittings, and appurtenances temporary blow -off, pressure testing, cathodic protection 20. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust 155. blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 24" siphon from sta. 61+96± to sta. } e, including all fittings, and appurtenances, Yemporary blow -off, pressure testing, cathodic protection 21. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ , and removal, excavation, backfill, surface repair, thrust S " 9 blocks and thrust restraint, as shown on these plans, complete and in place. C-4 I PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.Cost Description Quantity Unit Unit Total Cost Furnish and install " siphon om sta. 63+58 to sta. 64+46+, inclu ' g all ' gs, and a enances, temporary w-off, pr e testing, c odic protect' 22. on DI ings, pum out assembly avement sa tting 1 LS $ $ and moval, a avation, bac surface r air, thrust cks and st restrai , as shown these plans com let d in place. Furnish and install 8" siphon from sta. 68+12f to sta. 68+36±, including all fittings, and appurtenances, cut -in valves, temporary blow -off, pressure testing, cathodic 23. protection on DI fittings, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface a > 1-70 repair, thrust blocks and thrust restraint, as shown on these lans, complete and in place. Furnish and install 24" siphon from sta. 115+43f to sta. 116+16±, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 24. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ and removal, excavation, backfill, surface repair, thrust t-S, 07u. blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 24" siphon from sta. 127+50f to sta. 127+80t, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 25. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ and removal, excavation, backfill, surface repair, thrust a �� blocks and thrust restraint, as shown on these plans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 11+00, including all valves, fittings, 26 appurtenances, temporary blow -off, pressure testing, 1 LS $ $ cathodic protection on DI fittings, excavation, backfill, surface repair, and thrust restraint, as shown on these lans, com lete and in place. �,_-A Ar Co C-5 PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.Connect Description Quantity Unit Unit Cost Total Cost proposed 20" water transmission main to existing 12" main at sta 35+75, including all valves, fittings, 27. appurtenances, temporary blow -off, pressure testing, 1 LS $ $33,L) cathodic protection on DI fittings, excavation, backfill, 33,U�a. surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 6" pipeline at sta. 40+14 ±, including 28 all valves, fittings, appurtenances, temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 8" pipeline at sta. 49+75 ±, including 29 all valves, fittings, appurtenances, temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, lei' l `% '7IfO, u" excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 61+83, including all valves, fittings, 30. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ cathodic protection on DI fittings, excavation, backfill, �, y surface repair, and thrust restraint, as shown on these Tans, complete and in place. Connect proposed 24" water transmission main to existing 12" main at sta 88+23, including all valves, fittings, 31. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ cathodic protection on DI fittings, excavation, backfill, Ll S, 7 Sd' y S, 2 ag surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 24" water transmission main to existing 12" main at sta 116+77, including all valves, fittings, 32 appurtenances, temporary blow -off, pressure testing, 1 LS $ $ cathodic protection on DI fittings, excavation, backfill, y j u�Z Ljj OSa- surface repair, and thrust restraint, as shown on these plans, complete and in place. a C-6 It I PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.Relocate Description Quantity Unit Cost Unit Total Cost existing Fire Hydrant at sta. 29+78f, including all fittings, and appurtenances, temporary blow -off, 33. Pressure testing, cathodic protection on DI fittings, 1 LS pavement sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these laps, complete and in place. Relocate existing Fire Hydrant at sta. 43+34f, including all fittings, and appurtenances, temporary blow -off, 34. Pressure testing, cathodic protection on DI fittings, 1 LS pavement sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these lans, complete and in place. Protect in place existing 12—inch and 8—inch water pipeline, including all special bracing and support, 35. shoring, shut -down coordination with City, temporary 7530 LF $ 10, ° ° $ '15 services, high -lining or other means to maintain the operation, service capability and integrity of existing water pipelines. 36. Remove and replace concrete drainage depression, as 20 Cy $ '►so . ° ° $ t s,o o J . o 0 shown on these plans, complete and in place. 37 Remove and replace concrete cross gutter, as shown on 140 CY $ y w. ° ° $ b 3, o 0 o • ° ° these plans, complete and in place. 38 Remove and replace concrete curb and gutter, as shown on 170 Cy $ � '7 S ° ° these plans, complete and in place, 39. Chlorination and testing of all new water mains and 1 LS appurtenances, complete and in place. 40. Prepare Traffic Control Plans and secure a roval s . 1 LS 37 5W." Implement approved Traffic Control Plan. Provide traffic control throughout work area, including temporary 41. pavement markings and striping, signage, barricades, 1 LS $1 oo 000-"° $ 1 o0' o oj-110 personnel and all other control measures necessary for the duration of the project. 42 Remove existing mature tree. Grind stump and root to 24- 50 EA $ 3ss5. ° $ inches below grade 43. Plant new 24-inch box tree per City Standards No. 714; 100 EA q15. ° ° _#49, s� No. 715 2 of 3; 3 of 3); and Standard 718. 44. Remove and legally dispose of existing sidewalk. 50,000 SF 45. Construct new sidewalk per City Standard No. 207 50,000 SF 3 . z s 1 b 50,3 46. Adjust/Restore Survey Monuments and/or Ties 12 EA $ Soo . '" $ Io, ° 00 ' ° C-7 .f PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.47. Description Quantity Unit Unit Cost Total Cost Demobilization and Cleanup 1 LS $ 40, ou,. °° $ 43 oo. 48. Shoring, Sheeting, and/or Bracing as required. 1 LS $ (oo, oj,3 Total Amount for All Base Bid PVC Items OC-9 Water Transmission Main Replacement; CC-1274 $ G� o Cja Do 4 City of Huntington Beach l7Cd {r hi//[ %OK �� gjii, � NC��.tyC r � I� /H G � S i %C �t 0 U %/-h� `/i f tip. � �/ Uli1 �/✓Cq e ` �T - (/'r%a!/' Total Amount for Base Sid All Bid Items in Words 9 no Ll vvr��c��.S c�a Gl�drl Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation 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-8 /\10 l3 i a/ PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Unit Total Cost No. Cost 1. Mobilization 1 LS $ $ Furnish and install 24-inch DI pipeline C150, CL250 from sta 61+83± to sta 138+16± with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow- 2. off, pressure testing, polyethylene encasement, pavement 7196 LF $ $ sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20-inch DI pipeline C150, CL250 from sta 10+00 to sta 61+83± with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow- 3. off, pressure testing, polyethylene encasement, pavement 4956 LF $ $ sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove existing 8-inch ACP pipeline and replace with new 8-inch PVC C900, CL200 from sta 95+50± to sta 95+96± with nitrile (NBR) gaskets, including all fittings, 4 and appurtenances, cut -in valves temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove existing 8-inch ACP pipeline and existing 8-inch valve and replace with new 8-inch PVC C900, CL200 from sta 114+92± to stall65+34± with nitrile (NBR) 5 gaskets, including all fittings, and appurtenances, cut -in 1 LS $ $ valves temporary blow -off, pressure testing, cathodic protection on DI fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install 12" cut -in gate valve, including valve 6. box concrete thrust block and appurtenances, cathodic 1 EA $ $ rotection on DI fittings, complete and in place. 7' Furnish and install 20" butterfly valve, including valve 4 EA $ $ box and a urtenances, complete and in lace. 8' Furnish and install 24" butterfly valve, including valve 4 EA $ $ box and a urtenances, complete and in lace. C-9 PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No. Description P Quantity Unit Unit Cost Total Cost Connect proposed 20" water transmission main to existing 30" main at sta 10+00, including all fittings, 30" Butterfly 9. valves, appurtenances, temporary blow -off, pressure 1 LS $ $ testing, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 24" water transmission main to existing phase 1 water main at sta 138+16.17, including all fittings, 10. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install pump out assemblies, including all 11. valving, fittings, and appurtenances, as shown on these 5 EA $ $ Tans, complete and in place. Furnish and install air release assemblies, including all 12 valving, fittings, and appurtenances, cathodic protection 5 EA $ $ on DI fittings, as shown on these plans, complete and in lace. Furnish and install air and vacuum assemblies, including 13. all valving, fittings, and appurtenances, as shown on these 13 EA $ $ Tans, complete and in place. 14. protect in place existing service lateral as shown on these 19 EA $ $ plans. Relocate existing service lateral, including all fittings, and appurtenances, meter set, angle stop, meter box, 15. corporation stop, tapping saddle, pavement sawcutting and 10 EA $ $ removal, excavation, backfill, surface repair, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 35+80+ to sta. 36+74±, including all fittings, appurtenances, temporary 16. blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 39+50f to sta. 39+75+, including all fittings, appurtenances, temporary 17 blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. C-10 PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No. Description Quantity Unit Unit Cost Total Cost Furnish and install 20" siphon from sta. 44+53f to sta. 44+81f, including all fittings, appurtenances, temporary 18 blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these fans, complete and in place. Furnish and install 20" siphon from sta. 52+94± to sta. 53+26t, including all fittings, appurtenances, temporary 19' blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 20" siphon from sta. 59+91± to sta. 60+27t, including all fittings, appurtenances, temporary 20. blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 24" siphon from sta.-6 +96+ to sta. 62+64+, including all fittings, appurten sytAporary 21. blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these lans, complete and in place. Furnish and instdl24" siph from sta. 63+5 to sta. n 64+46+, iding all fit ' gs, appurten s, temporary 22. blow -of ressure to 'ng, pump out era y, pavem LS $ $ ing and re oval, excavati backfill, s e1 hrust b cks and thrus estraint, as s on these F om ete and in 1 Furnish and install 24" siphon from sta. 115+43± to sta. 116+16t, including all fittings, appurtenances, temporary 23 blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. C-11 PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Unit Total Cost No. Cost Furnish and install 24" siphon from sta. 127+50± to sta. 127+80±, including all fittings, appurtenances, temporary 24 blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 8" siphon from sta. 68+12± to sta. 68+36±, including all fittings, and appurtenances, cut -in valves, temporary blow -off, pressure testing, cathodic 25. protection on DI fittings, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these fans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 11+00, including all valves, fittings, 26. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 35+75, including all valves, fittings, 27. appurtenances, temporary blow -off, pressure testing; 1 LS $ $ excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 6" pipeline at sta. 40+14 ±, including 28 all valves, fittings, appurtenances, temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 8" pipeline at sta. 49+75 ±, including 29 all valves, fittings, appurtenances, temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 61 +83, including all valves, fittings, 30. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. C-12 PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH INo. tem Description Quantity Unit Unit Cost Total Cost Connect proposed 24" water transmission main to existing 12" main at sta 88+23, including all valves, fittings, 31. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 24" water transmission main to existing 12" main at sta 116+77, including all valves, fittings, 32. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Relocate existing Fire Hydrant at sta. 29+78f, including all fittings, appurtenances, temporary blow -off, pressure 33. testing, pavement sawcutting and removal, excavation, 1 LS $ backfill, surface repair, thrust blocks and thrust restraint,`'' as shown on these plans, complete and in place. Relocate existing Fire Hydrant at sta. 43+34±, including all fittings, appurtenances, temporary blow -off, pressure 34. testing, pavement sawcutting and removal, excavation, 1 LS $ $tom backfill, surface repair, thrust blocks and thrust restraint, ley as shown on these plans, complete and in place. Protect in place existing 12—inch and 8—inch water pipeline, including all special bracing and support, 35. shoring, shut -down coordination with City, temporary 7530 LF services, high -lining or other means to maintain the , operation, service capability and integrity of existing water pipelines. 36. Remove and replace concrete drainage depression, as 20 CY shown on these plans, complete and in place. 37 Remove and replace concrete cross gutter, as shown on 140 CY $ $ these plans, complete and in place. 38 Remove and replace concrete curb and gutter, as shown on 170 CY these plans, complete and in place, 39. Chlorination and testing of all new water mains and 1 LS $ appurtenances, complete and in place. 40. Prepare Traffic Control Plan(s) and secure a roval s . 1 LS $-•° $ Implement approved Traffic Control Plan. Provide traffic control throughout work area, including temporary 41. pavement markings and stripping, signage, barricades, 1 LS $ $ personnel and all other control measures necessary for the 1 duration of the project. C-13 PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH INo. tem Description Quantity Unit Unit Cost Total Cost 42 Remove existing mature tree. Grind stump and root to 24- 50 EA $ $ inches below grade.�` 43. Plant new 24-inch box tree per City Standards No. 714; 100 EA No. 715 2 of 3; 3 of 3); and Standard 718. 44. Remove and legally dispose of existing sidewalk. 50,000 SF 45. Construct new sidewalk per City Standard No. 207. 50,000 SF 46. Adjust/Restore Survey Monuments and/or Ties 12 EA 47. Demobilization and Cleanup 1 LS $ t , � $ 6 48. Cathodic protection system 1 LS �w $ 49. Shoring, Sheeting, and/or Bracing as required. 1 LS $ �6 Total Amount for All Alternate Bid DI Items OC-9 Water Transmission Main Replacement; CC-1274 $ No Ci of Huntin on Beach Total Amount for Alternative Bid All Bid Items in Words �, /o , V �J cF Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation 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-14 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 AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find 1�iaoen-s ( the amount of $ t v Y o 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 AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: n Addenda No. Date Received Bidd 's Signature —7 c7 C-15 J ! 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 and the portion of the work to be done by such subcontractor. Portion of Work Name and Address of Subcontractor State License Number Class p hA Cr �,It- 0JL4'*- ALLhYn�-r- -P.O. Coawu0, C41, - zs -,a1 a b- -7 3 L V r__ -rs TE-R-IJ I Le C), 3d3�)-&0 o�+o.aFE CA `)1�s(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 AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-16 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. County of Orange A z m f , being first duly sworn, deposes and says tha he or she is Z F s 1 ��'c' of �R ti " Co►�rliv ten_ �F sT r..,r . 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. Subscribed and sworn NOTARY PUB I 3�z�i - A Zy=�2�1='S ► .L L Name of Bidd& Signature of Bidder (pCllt� 1S$I��J ��RSt 2c�. Address of Bidder me this day of , ADMA N. PEREZ-CULPEPER Commission # 1372422 •: Notary Public - California San Diego County My Comm. Expires Sep 27, 2006 NOTARY SEAL C-17 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Yorktown Avenue to Warner Avenue, (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. Date: 1 3 0 -5-- Title C^P,ZyEZ = S-T SAC C" IZEs » e —i` C-18 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, 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 X 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-19 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. Date: —7 t 31y %V-k� WAS ,j,NC . Title piq-r--s t o er- C-20 P UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Contractor Title Date: Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-21 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: ?--tA ^ f S'r- Bidder Name 64710 Business Address S\e t. City, State Zip Telephone Number State Contractor's License No. and Class CO 6 q Original Date Issued Expiration Date The work site was inspected by I 1 i c.WA C-L A��of our office on % , 20 Ds- T` hie following are persons, firms, and corporations having a principal interest in this proposal: . _ �Ov-i•.� 7�L�-z C��n nerl Se � C-22 The undersigned is prepared to satisfy the Council of the City of Huntington Beach 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 Signature of Ynntea or Typed Nignature Subscribed and sworn to before me this _ ay of , 2000 . ADMA N. PEREZ-CULPEPER Commission # 1372422 z , �m Notary Public - California San Diego County My Comm. Expires Sep 27, 2006 NOTARY P LIC L NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1. ' ' e -c- A--R P C-4 I< o 01 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed Date Completed Date Completed C-23 '�� *7 CITY OF HUNTINGTON BEACH 2 0 0 0 Main Street P. O. B o x 1 9 0 C a l i f o r n i a 9 2 6 4 8 Robert F. Beardsley, P.E. Department of Public Works Director (714) 536-5431 CITY OF HUNTINGTON BEACH OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Yorktown Avenue to Warner Avenue CONSTRUCTION CONTRACT NO. CC1274: PHASE 2 BID ADDENDUM No. 1 July 6, 2005 The following ADDENDUM 1 shall be made part of the Contract Documents, and the bidder shall acknowledge receipt thereof as specified below. Revisions are made to the Contract Documents as specified on the following pages 2-3. Each bidder shall acknowledge receipt and acceptance of this Addendum 1 by signing in the space provided below. Bidder shall submit the signed acknowledgement with their bid. Sincerely, CITY OF HUNTINGTON BEACH By: )�&a eborah De B w Associate Civil Eingineer Receipt acknowledged and conditions agreed to this -% day of July, 2005. 'Signature Title CC-1274 Addendum 1 Page 1 of 3 Project: Sewer Group 629 Location:South/East San Diego, CA Owner:City of San Diego Value: $1,500,000.00 Contact Name: Ralph Adamos Phone # : (858) 627-3266 Project: East Linda Vista Trunk Sewer Phase 1 Location:Linda Vista area, San Diego, CA Owner:City of San Diego Value: $2,400,000.00 Contact Name: Dave Zoumaras Phone #: (858) 627-3252 Project: Sewer Group 507 Location:Golden Hills area, San Diego, CA Owner:City of San Diego Value: $1,500,000.00 Contact Name: Dave Zoumaras Phone #: (858) 627-3252 Project:Miramar Pipeline Rehabilitation Location: Miramar area, San Diego, CA Owner:City of San Diego Value: $1,850,000.00 Contact Name:Dave Zoumaras Phone #:(858) 627-3252 Project:Water Group 508 Location:Golden Hills area, San Diego, CA Completion Date:August 94 Owner:City of San Diego Value: $1,100,000.00 Contact Name: Dave Zoumaras Phone #: (858) 627-3252 Project:North Mission Valley Interceptor Phase 1 Location: Mission Valley area, San Diego, CA Owner:City of San Diego Value: $11,000,000.00 Contact Name: Dave Zoumaras Phone # : (858) 627-3252 BRH GARVERWEST BRH tvmv,i 1: rc 8110 0"' £c k'oatl. 5�1,: t.-Ce<�e� t �; 12ti} v ei ! �.c£e;rtr6.-nee,Ci':�es7 c.• £4'Syt is PH 619 iWjr 05'37 FX 619 265-8671 PROJECT LOG Project: Construction of Margarita Road Recycled Water Pipeline Location: Temecula, CA Owner: Rancho California Water District Value: $ 485,000.00 Contact Name: Craig Mapes Phone #:(951) 296-6900 Project: Construction of Pipeline Project 240 Location: El Cajon, CA Owner: Helix Water District Value: $ 547,375 Contact Name: Chris McCrae Phone #:(619) 667-6720 Project: Construction of Pipeline Project 237 Location: El Cajon, CA Owner: Helix Water District Value: $827,910.00 Contact Name: Darrell Williams Phone #:(619) 667-6280 con BRH GARVERWEST B F2P f C>...rvP_r inc c, d iE; M1if�,,or' C .Je korxl San �) ootc C A Q21 20 t t _ tWSS 19 A PH 619 265-05 37 FX 69 9-26 7-8672 I T Project: Block 171 Sewer Main Replacement and Repaving Project Location: Coronado, CA Owner: City of Coronado Value: $ 186,395.00 Contact Name: Ngyra Stebbins Phone #:(619) 522-7383 Project: Phase IV Sewer Rehabilitation Location: Lemon Grove, CA Owner: City of Lemon Grove Value: $ 519,468.00 Contact Name: Rafael Munoz Phone #:(619) 825-3810 Project: Water Replacement Group 536 & 538 Location: Downtown San Diego, CA Owner:City of San Diego Value: $ 2,286,795.00 Contact Name:Saeed Askari Phone #:(858) 627-3200 Project: Construction of Sewer and Water Group 545 Location: Downtown San Diego, CA Owner:City of San Diego Value: $2,496,990.00 Contact Name: Jason Guise Phone #:(858) 627-3200 Project: Construction of Half Moon Bend Sewer Replacement Proj. Location: Coronado, CA Owner: City of Coronado Value: $ 293,752.00 Contact Name: Ngyra Stebbins Phone #:(619) 522-7383 cn BRH GARVERWEST F RFf Gan^Re VV,st kic 6,410 Missloo t r��,lo-. (2oar>. San ,7 e,u. CA 92'1.,T tivww fir :q,t.ve,r..a..=t ::,)w fl-*8P PH 619?6S-C)5 7 FX 19-2658f;? Project: Construction of Sewer Group 704 Location: Downtown San Diego, CA Owner:City of San Diego Value: $2,286,942.00 Contact Name:Eddie Wibowo Phone #:(858) 627-3263 Project: Construction of Sewer Group 464C Location: Downtown San Diego, CA Owner:City of San Diego Value: $2,249,818.00 Contact Name:Robert Hannah Phone #:(858) 627-3265 Project: SEWER REHAB PHASE "B" Location: Various Locations, San Diego Owner:City of San Diego Value: $5,175,823.00 Contact Name:Coselyn Goodrich Phone #:(858) 627-3200 Project: Ocean Blvd. Sewer Main and Storm Drain Diverters Project Location: Coronado, CA Owner: City of Coronado Value: $ 1,118,248.00 Contact Name: Ngyra Stebbins Phone #:(619) 522-7383 Project: Construction of Sewer Replacement Group 623B Location: Downtown San Diego, CA Owner:City of San Diego Value: $3,296,956.00 Contact Name:Dick Giron Phone #:(858) 573-5048 Cn BRH GARVERWEST BRH Gnrvar Wesr, Irc 691Q Mission Gorge RoaU! San ;7 ergo CA 92120 www cony L icy 84`,81S A PH 619-265-0537 FX 6 i 9-265-8677 2 Project: East Linda Vista Trunk Sewer Phase 2 Location: Linda Vista Area Owner:City of San Diego Value: $2,249,818.00 Contact Name:Isidro DeAllende Phone #:(858) 573-5024 Project: Construction of Sewer Group 539 Location: Downtown San Diego, CA Owner:City of San Diego Value: $5,415,000.00 Contact Name:Joseph Diab Phone #:(858) 627-3252 Project: Construction of Sewer Group 652 Location: Kensington Area, San Diego, CA Owner:City of San Diego Value: $3,297,000.00 Contact Name:Henry Gimutao Phone #:(858) 627-3258 Project:As Needed: Minor Street Improvements - Contract 2 Location: Various locations, San Diego, CA (as needed Owner:City of San Diego Value: $1,800,000.00 Contact Name: Danny Schrotberger Phone #:(619) 533-3778 Project:Torrey Pines Rd. Trunk Sewer Location:La Jolla, CA Owner:City of San Diego Value: $2,784,000.00 Contact Name:Joe Aroyo - RBKA Phone #:(858) 638-9518 Project: Sanitary Sewer Upgrade FY 00-01 Location: Coronado, CA Owner:City of Coronado Value: $397,000.00 Contact Name:Joe Bride Phone #:(619) 522-6571 cn BRH GARVERWEST BRH G,ir% a., Irc 6 ro- kc5.1'1. >',r ;- r.t,�.. L.A <,:. 20 ,,..,�w i z�a aen t :.t �,�rr, r:." t .,.i£ r.; A PH 614 26j-05537 FX 619-26 5-8672 Project: Marina Interceptor Sewer Location:Marina del Rey, CA Owner:City of Los Angeles Value: $5,780,000.00 Contact Name:John Hughey Phone #: Project: La Jolla -Pacific Beach Trunk Sewer - Manhole & Vault Location:La Jolla & Pacific Beach areas, San CA -Diego, Owner:City of San Diego Value: $2,168,450.00 Contact Name:Ralph Adamos Phone #:(858) 627-3266 Project: Construction of Sewer Group Job 635 Location: Downtown San Diego, CA Owner:City of San Diego Value: $1,476,000.00 Contact Name:Joseph Diab Phone #:(858) 627-3272 Project:West Linda Vista Trunk Sewer Phase 2 Location:Linda Vista area, San Diego, CA Owner:City of San Diego Value: $1,146,000.00 Contact Name:Douglas Cook - SKE Phone #:(858) 654-4215 Project: Elsinore - Regional Reclamation Facilities (BRH Garver worked as sub to NDB Location:Lake Elsinore, CA Owner:Elsinore Valley Municipal Water Dist. Value: $500,000.00 Contact Name:Joe Stengle (NDB General Contractor Phone #:(619) 291-6330 cn BRH GARVERWEST BRH E)ir.er Vv. it .i d Mrs. ion Ocrgc Roac, &i Die q� CA `2720 AWA'r­.;41r, erti._ ,t PH 679 265-f 37 FX 6 °-265-8672 Project:Sewer Group Job 530 Location:Point Loma area, San Diego, CA Owner:City of San Diego Value: $759,000.00 Contact Name:Alejandro Ruiz Phone #:(858) 627-3298 Project: Construction of Sewer Group 641 Location: La Jolla,CA Owner:City of San Diego Value: $3,100,000.00 Contact Name:Saeed Askari Phone #:(619) 533-3147 Project:As Needed -Minor Street Improvement Project - Contract 1 Location: Various locations, San Diego, CA (as needed Owner:City of San Diego Value: $2,000,000.00 Contact Name: Danny Schrotberger Phone # : (619) 533-3778 Project:Sewer Main Replacement Group 607 Location: South/East San Diego, CA Owner:City of San Diego Value: $867,000.00 Contact Name:Dave Zoumaras Phone #:(858) 627-3252 Project:North Mission Valley Interceptor Sewer Phase 2 Location: Mission Valley area, San Diego, CA Owner:City of San Diego Value: $5,293,000.00 Contact Name:Ralph Adamos Phone #:(858) 627-3266 con BRH GARVERWEST �riti Carver wN�-t:[. Inc 6�d10 N71s�'rar^ Go'ge !=,oao . a , t.A S 2110 n rr. ;,lr v0TV, il I I t. 84 ,?,1 ri A PH 619-265-0 37, FX 619-e65-8672 CITY OF HUNTINGTON BEACH 2000 MAIN STREET OFFICE OF THE CITY CLERK JOAN L. FLYNN CITY CLERK October 4, 2005 E.J. Meyer Company Engineering Contractor PO Box 277 Highland, CA 92346-0277 RE: CC-1274 — OC-9 Water Transmission Main Replacement Enclosed please find your original bid bond for CC- 1274. Sincerely, t0�- j j 'K) jro L. Flynn erk JF:pe enclosure CALIFORNIA 92648 (Telephone: 714536-5227) E. J. MEYER COMPANY Engineering Contractor PO Box 277 V, Highland, CA 92346 C'! T louA. RA- Zboa �' MA-i � �T�'�-� A<-e ul� Fop* OC-9 OprTC s Mr'S51 10-AAMA-i I�A YAAA )o WNA&tL M V� 0 Oy Nb%A CjLAT� A, 4vtATly)J-b" L, (AiL — 0 P lox 277 1, CA 92346 e loLA, IJ-tAclt, Z60O - MA.('IA S1'''eje-T 4L) V i fiber � >a F 1 61" A i a u MA -",A +A (A-t,e t.ht4AT A New lA� ST46,e -f - trok_ . YbJV.TbwA• AOt Ave_ To I,�l9AA&CL c.T; a k vATVA ce T No. 1 �. 4 - P",se_D, tA tee_ Of-*r o 5 PREMIUM: NIL Bond No. 7685298 GWjU AMRi -W 1NSURMCE CDMP5 VW KNOW ALL MEN BY THESE PRESENTS, that we, E.J. MEYER COMPANY as principal, and the GREAT AMERICAN INSURANCE COMPANY, a corporation existing under the laws of the State of Ohio, having its Administrative Office at 580 Walnut Street, Cincinnati, Ohio 45202, as surety, are held and firmly bound unto, CITY OF HUNTINGTON BEACH as obligee, in the penal sum of TEN PERCENT OF AMOUNT BID DOLLARS O 10% ), lawful money of the United States of America, for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. SIGNED, sealed, and dated this 11TH day of JULY 20 05 WHEREAS, the said principal is herewith submitting a proposal for OC-9 WATER TRANSMISSION MAIN REPLACEMENT IFB NO: 1274 NOW, THEREFORE, the condition- of this obligation is such that, if the said principal shall be awarded the said contract, and shall within sixty ( 60 ) days after receiving notice of such award enter into a contract and give bond for the faithful performance of the contract, then this obligation shall be null and void otherwise the principal and surety will pay unto the obligee the difference in money between the amount of the principal's bid and the amount for which the obligee may legally contract with another party to perform the work, if the latter amount be in excess of the former; but in no event shall the liability hereunder exceed the penal sum hereof. GREAT AMERICAN INSURANCE COMPANY BV A&V92V- MATTHEW P. FLAKE AttorneY-in-pact F.9116K- (3/82) (BID FORM) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT STATE OF CALIFORNIA COUNTY OF ORANGE On 7-11-05 before me, JAN C. MORAN - NOTARY PUBLIC personally appeared MATTHEW P. FLAKE personally known to me 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. WITNESS my hand -and lofficial seal. C, `��✓ JAN C. MORAN ,67 , • NOTARY P BUC-cAIFORI� Gi Sign re of Notary Public ORANGE COUNTY 0 COMM. EXP. FEB. 17. 2a08j OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. DESCRIPTION OF ATTACHED DOCUMENT BID BOND TITLE OR TYPE OF DOCUMENT NUXRER OF PACES 1 DATE O£ DOCUMENT 7-11-05 CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE(S) ❑ PARTNER(S) ® ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ OTHER: SIGNER IS REPRESENTING: GREAT AMERICAN INSURANCE COMPANY NAME OF PERSON(S) OR ENTITY(S) GREAT AMERICAN INSURANCE COMPANY® AdministralNe Office: 560 WALNUT STREET • CINCINNATI, OHIO 45202 . 513-369-M • FAX 513-723-2740 The number of persons authorized by this power of attorney is not more that FIVE No. 0 14191 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the GREAT AMERICAN INSURANCE COMPANY, a corporation organized and existing under and by virtue of the laws of the State of Ohio, does hereby nominate, constift oand appoint the person or persons named below its true and lawful attomeyin-fact, for it and in its tame, place and stead to execute in behalf o f ft said Company, as surety. any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof; provided that the liability of the said Company on any such bond, undertaking or contract of suretyship executed under this authority shall not exceed the limit sorted below. Name Address Limit of Power DAVID L. CULBERTSON ALL OF ALL CHARLES L. FLAKE ANAHEIM UNLIMITED MATTHEW P. FLAKE CALIFORNIA RICHARD A. COON LEXIE SHERWOOD This Power of Attorney revokes all previous powers issued in behalf of the attorney(sl-in-fact named above. IN WITNESS WHEREOF the GREAT AMERICAN INSURANCE COMPANY has catised time presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 17th day of, JUNE , 2004. Attest GREAT AMERICAN INSURANCE COMPANY STATE OF OHIO, COUNTY OF HAMILTON - ss: nAV10 C.,Knxm (513%-49.3611) On this 17th day of JUNE , 2004, before me personally appeared DAVID C. KiTCHIN, to me known, being duly swom, deposes and says that he resides in Cincimtati; Ohio, that he is the Divisional Senior Vice President of the Bond Division of Great American insurance Company, the Company described in and which executed the above instrument; that he knows the seal of the said Company, that die seal affixed to the said instrument is such corporate seal; that it was so affixed by authority of his office under the By -Laws of said Company, and that he signed his name thereto by like authority. N.OT,(�p,,� pG5i.. ,'. 6 , TE OF OHO , ,`! (.*o, 3nlS51'Jn ExG+!( j Jt 1 i7-1!!? ,- This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company by unanimous written consent dated March 1,1993. RESOL VED: That the Dhision President, the several Division Vice Presidents and Assistant Vice Presidents, or any one of them, be and hereby is authorized, from time to time, to appoint one or more Attorneys -in -Fact to execute on behalf of the Company, as surety, any and all bonds, undertakings and contracts of sure"htp, or other written obligations in the nature thereof to prescribe their respecavie dion and the respective limits of their authority,• and to revoke any such appointment at any time. RESOLVED FURTHER: That the Company seal and the signature of any of the aforesaid officers and nay Secretary or Assistant Secretary of the Company may be affixed by facsimile to any, power of attorney or cerWfecate of either given for the execution of any bond undertaking, contract or suretyship, or other written obligation in the nature thereof, such signature and seal when so used being hereby adopted by the t.ontpany as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed CERTIFICATION I, RONALD C. HAYES, Assistant Secretary of Great American Insurance Company, do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of March 1, 1993 have not been revoked and are now in full force and effect. Signed and sealed this 11TH da of , JULY , 2005 '�.Ate CITY OF HUNTINGTON BEACH 2000 Main Street P.O. Box 190 California 92648 Robert F. Beardsley, P.E. Department of Public Works Director CITY OF HUNTINGTON BEACH (714) 536-5431 OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Yorktown Avenue to Warner Avenue CONSTRUCTION CONTRACT NO. CC1274: PHASE 2 BID ADDENDUM No. 1 July 6, 2005 The following ADDENDUM 1 shall be made part of the Contract Documents, and the bidder shall acknowledge receipt thereof as specified below. Revisions are made to the Contract Documents as specified on the following pages 2-3. Each bidder shall acknowledge receipt and acceptance of this Addendum 1 by signing in the space provided below. Bidder shall submit the signed acknowledgement with their bid. Sincerely, CITY OF HUNTINGTON BEACH r-**" By: eborah De 43ofi Associate Civi ngineer Receipt acknowledged and conditions agreed to this /3A—day of July, 2005. Bidder: e.� eg, Si� �.•^ pAu U gnatu e vi e-e_ �P%-e-5 i T- Title CC-1274 Addendum 1 Page 1 of 3 ADDENDUM No. 1 OC-9 Water Transmission Main Pipeline in Newland Street from Warner Avenue to Yorktown Avenue Construction Contract No. 1274- Phase 2 1. Class DIP Bidders shall revise Bid Item No. 2, of the project Bid Schedule B (page C-9 of the project specifications) to read: "Furnish and install 24-inch DI pipeline C150, CL200 from sta 61+83+/- to sta 138+16+/- with nitrite (NBR) gaskets. Furnish and install all fittings, and appurtenances, temporary blow -off, pressure testing, polyethylene encasement, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place." 2. Bid Item Nos. 21, 22 Bidders shall make the following revisions to both Bid Schedule A (pages C-4 and C-5 of the project specifications) and Bid Schedule B (page C-11 of the project specifications): (A) Revise Bid Item No. 21 to read: "Furnish and install 24" siphon from sta 61+96+/- to sta 64+46+/- , including all fittings, and appurtenances, temporary blow offs, pressure testing, cathodic protection on DI fittings, pump out assembly, pavement sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place." (B) Delete Bid Item No. 22 in its entirely. 3. Contract time There was an inconsistency in the project specifications. Bidders shall revise Section 6- 7.1 on page E-10 of the project specifications to read as follows: "The time within which the Work must be completed by the Contractor is fixed at 160 working days, starting from and after the date in the 2nd Notice to Proceed with the Work, exclusive of maintenance periods." CC-1274 Addendum 1 Page 2 of 3 4. Contract Award It is anticipated that the construction contract will be awarded by the Huntington Beach City Council at their regular meeting on August 15, 2005. It is anticipated that the first Notice to Proceed (for materials procurement) will be issued shortly after October 1, 2005. It is anticipated that the second Notice to Proceed (with physical site construction work) will be issued on or about January 2, 2006. 5. Bid Proposal Several of the bound project specifications purchased form the City also included an "unbound" loose bid proposal (i.e. Specification Section C: PROPOSAL.) Bidders are hereby instructed to disregard this loose bid proposal. Bidders shall make a photocopy of the bid proposal Section C found in the bound project specifications, and submit this as their bid. 6. Bid Alternatives Bidders are not required to submit bids on both alternatives. 7. Slurry Seal There is no slung seal required for this project. Bidders shall delete note 8 from the Trench Replacement Detail found on plan sheet 15. 8. Compaction Testing Compaction testing shall not be provided by the contractor. 9. Survey services Survey services shall be provided by the contractor, in accordance with the construction documents. Prepared by: 07 Ns6orah De Bo , P.E. Date Associate Civil Engineer CC-1274 Addendum 1 Page 3 of 3 SECTION C ' PROPOSAL for the ' OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Yorktown Avenue to Warner Avenue ' CONSTRUCTION CONTRACT No. 1274 - Phase 2 in the CITY OF HUNTINGTON BEACH ' TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: 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 therefore, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. 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 lst Notice to Proceed will be issued with the execution of the contract for materials procurement only (materials shall include but not be limited to piping, valves, fittings, and any long lead-time ' items). The 2na Notice to Proceed will be issued to the undersigned following the submittal of proof of materials procurement (with a firm delivery date) and has obtained written approval from the AGENCY for the undersigned's construction schedule. Upon the issuance of the 2nd ' Notice to Proceed the undersigned shall commence with the physical site work thereafter and shall complete all work within a one hundred sixty {160) working day Construction Period. Bid Schedule A is the "Base Bid PVC Pipe". Bid Schedule B is the "Alternate Bid Ductile Iron Pipe. The City shall award the contract on the basis of the lowest responsive bid. 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 AGENCY 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 AGENCY 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 AGENCY 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. If at such time the contract is not awarded, the AGENCY 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 l H n H 11 PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No. Description Quantity Unit Unit Cost Total Cost 1. Mobilization 1 LS $ $ Furnish and install 24-inch PVC pipeline C905, CL235 from sta 61+83± to sta 138+16± with nitrile (NBR) gaskets, including all fittings, and appurtenances, 2. temporary blow -off, pressure testing, cathodic protection 7196 LF $ $ on DI fittings, pavement sawcutting and removal, N $ (D N 81 i� excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20-inch PVC pipeline C905, CL235 from sta 10+00 to sta 61+83± with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow- 3. off, pressure testing, cathodic protection on DI fittings, 4956 LF $ $ pavement sawcutting and removal, excavation, backfill, NO 01D p g P surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove existing 8-inch ACP pipeline and replace with new 8-inch PVC C900, CL200 from sta 95+50± to sta 95+96± with nitrile (NBR) gaskets, including all fittings, 4 and appurtenances, cut -in valves temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, pavement sawcutting and removal, excavation, backfill, N d Ql ND surface repair, and thrust restraint, as shown on these P Tans, complete and in place. Remove existing 8-inch ACP pipeline and existing 8-inch valve and replace with new 8-inch PVC C900, CL200 from sta 114+92± to stall65+34± with nitrile (NBR) 5 gaskets, including all fittings, and appurtenances, cut -in 1 LS $ $ valves temporary blow -off, pressure testing, cathodic protection on DI fittings, pavement sawcutting and l Dt o N 6 B l p removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install 12" cut -in gate valve, including valve 6. box concrete thrust block and appurtenances, cathodic 1 EA $ $ protection on DI fittings, complete and in place. A/0 8,l0 /JO $ID Furnish and install 20" butterfly valve, including valve 7. box and appurtenances, cathodic protection on DI fittings, 5 EA $ $ complete and in place. I 4 BID, /VO Sug 1 C-2 fl I H H k PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Unit Cost Total Cost No.Furnish and install 24" butterfly valve, including valve 8. box and appurtenances, cathodic protection on DI fittings, 4 EA $ $ complete and in place. Alt) DID qh BID Connect proposed 20" water transmission main to existing 30" main at sta 10+00; including all fittings, 30" Butterfly 9. valves, appurtenances, excavation, backfill, surface repair, 1 LS $ $ and thrust restraint, as shown on these plans, complete and in place. NO BI D NO 93l D Connect proposed 24" water transmission main to existing Phase 1 water main at sta 138+16.17, including all fittings, 10. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in lace. f l% /�/�4 Furnish and install pump out assemblies, including all 11. valving, fittings, and appurtenances, cathodic protection 5 EA $ $ on DI fittings, as shown on these plans, complete and in lace. 060 No Furnish and install air release assemblies, including all 12 valving, fittings, and appurtenances, cathodic protection 5 EA $ $ on DI fittings, as shown on these plans, complete and in lace. 6 Ap Furnish and install air and vacuum assemblies, including 13. all valving, fittings, and appurtenances, cathodic 13 EA $ $ protection on DI fittings, as shown on these plans, complete and in place. NO 61D NO OV 14. Protect in place existing service lateral as shown on these 19 EA $ $ fans. Relocate existing service lateral, including all fittings, and appurtenances, meter set, angle stop, meter box, 15. corporation stop, tapping saddle, pavement sawcutting and 10 EA $ $ removal, excavation, backfill, surface repair, as shown on these plans, complete and in place. LV0 f Furnish and install 20" siphon from sta. 35+80f to sta. 36+74t, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 16. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, Al6 &D NO g1Y complete and in place. C-3 h 0 J 0 I r PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Unit Cost Total Cost No.Furnish and install 20" siphon from sta. 39+50f to sta. 39+75f, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 17. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust �1D blocks and thrust restraint, as shown on these plans, O �% D ,� f D complete and in place. Furnish and install 20" siphon from sta. 44+53t to sta. 44+81t, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 18. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, No AD %j/yj 57 P complete and in place. Furnish and install 20" siphon from sta. 52+94f to sta. 53+26±, including all fittings, and appurtenances temporary blow -off, pressure testing, cathodic protection 19. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 59+91f to sta. 60+27±, including all fittings, and appurtenances temporary blow -off, pressure testing, cathodic protection 20. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust pp�� N&A D N6 91 P blocks and thrust restraint, as shown on these plans, .Xi complete and in place. Furnish and install 24" siphon from sta. 61+96f to sta. (A.t.,J& 629P67M, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 21. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. P C-4 7 H u PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No. Description Quantity Unit Unit Cost Total Cost Furnish and install 24" siphon from sta. 63+58t to sta. 64+46f, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection e, I 22. on DI fittings, pump out assembly, pavement sawcutting 1 LS and removal, excavation, backfill, surface repair, thrust b� blocks and thrust restraint, as shown on these plans, �p complete and in place. Furnish and install 8" siphon from sta. 68+12t to sta. 68+36f, including all fittings, and appurtenances, cut -in valves, temporary blow -off, pressure testing, cathodic 23. protection on DI fittings, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface 0 repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 24" siphon from sta. 115+43f to sta. 116+16f, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 24. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust 61D M blocks and thrust restraint, as shown on these plans, ,g( complete and in place. Furnish and install 24" siphon from sta. 127+50 6 to sta. 127+80f, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 25. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, /V 0 Nd 1 l complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 11+00, including all valves, fittings, 26 appurtenances, temporary blow -off, pressure testing, 1 LS $ $ cathodic protection on DI fittings, excavation, backfill, surface repair, and thrust restraint, as shown on these Iva $!D / 0 e1 p plans, complete and in place. C-5 0 d 7 0 0 PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.Connect Description Quantity Unit Unit Cost Total Cost proposed 20" water transmission main to existing 12" main at sta 35+75, including all valves, fittings, 27 appurtenances, temporary blow -off, pressure testing, 1 LS $ $ cathodic protection on DI fittings, excavation, backfill, surface repair, and thrust restraint, as shown on these 0 ,91 P Alb Tans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 6" pipeline at sta. 40+14 ±, including 28 all valves, fittings, appurtenances, temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, excavation, backfill, surface repair, and thrust restraint, as )/Q shown on these plans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 8" pipeline at sta. 49+75 ±, including 29 all valves, fittings, appurtenances, temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 61+83, including all valves, fittings, 30. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ cathodic protection on DI fittings, excavation, backfill, dO d1,0 surface repair, and thrust restraint, as shown on these IV0 .401b Tans, complete and in place. Connect proposed 24" water transmission main to existing 12" main at sta 88+23, including all valves, fittings, 31. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ cathodic protection on DI fittings, excavation, backfill, BID /i%� %'lfJ surface repair, and thrust restraint, as shown on these Tans, complete and in place. Connect proposed 24" water transmission main to existing 12" main at sta 116+77, including all valves, fittings, 32 appurtenances, temporary blow -off, pressure testing, 1 LS $ $ cathodic protection on DI fittings, excavation, backfill, surface repair, and thrust restraint, as shown on these /,to 84 Tans, complete and in place. C-6 1 PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Unit Cost Total Cost Relocate existing Fire Hydrant at sta. 29+78±, including all fittings, and appurtenances, temporary blow -off, 33. pressure testing,' cathodic protection on DI fittings, 1 LS $ $ pavement sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown Q PAO G & D on these plans, complete and in place. Relocate existing Fire Hydrant at sta. 43+34f, including all fittings, and appurtenances, temporary blow -off, 34. pressure testing, cathodic protection on DI fittings, 1 LS $ pavement sawcutting and removal, excavation, backfill, & NOD surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Protect in place existing 12—inch and 8—inch water pipeline, including all special bracing and support, 35. shoring, shut -down coordination with City, temporary 7530 LF $ $ services, high -lining or other means to maintain the �J operation, service capability and integrity of existing water pipelines. 36. Remove and replace concrete drainage depression, as 20 Cy $IV O XJID $ N& B(_b shown on these plans, complete and in place. 37 Remove and replace concrete cross gutter, as shown on 140 Cy P6 BtD $ N6 A these plans, complete and in place. 38 Remove and replace concrete curb and gutter, as shown on 170 CY $/ PAO $ /4/6 these plans, complete and in place, 39. Chlorination and testing of all new water mains and 1 LS $rVa W $ ND 6P appurtenances, complete and in place. 40. Prepare Traffic Control Plans and secure a roval s . 1 LS &o A0 Al OhP Implement approved Traffic Control Plan. Provide traffic control throughout work area, including temporary 41. pavement markings and striping, signage, barricades, 1 LS $ $ personnel and all other control measures necessary for the 6 t f p Ald A D duration of the project. 42 Remove existing mature tree. Grind stump and root to 24- 50 EA $ $ inches below grade ?W0091 /uD 43. Plant new 24-inch box tree per City Standards No. 714; 100 EA No. 715 2 of 3; 3 of 3); and Standard 718. 44. Remove and legally dispose of existing sidewalk. 50,000 SF Me f4 p ND SIP 45. Construct new sidewalk per City Standard No. 207 50,000 SF _X f 46. 1 Adjust/Restore Survey Monuments and/or Ties 12 EA $ Va k C-7 J �J 7� PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.47. Description Quantity Unit Unit Cost Total Cost Demobilization and Cleanup 1 LS $ $ 48. Shoring, Sheeting, and/or Bracing as required. 1 LS A0,61D $ Ab 13 .® Total Amount for All Base Bid PVC Items OC-9 Water Transmission Main Replacement; CC-1274 $ /40 J5rp Iv Cityof Huntington Beach Total Amount for Base Bid All Bid Items in Words Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation 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. 1 C-8 h h I I PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Unit Cost Total Cost No.0 1. Mobilization 1 LS $�500. 3OGb• Furnish and install 24-inch DI pipeline C150, CL250 from sta 61+83± to sta 138+16± with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow- 2. off, pressure testing, polyethylene encasement, pavement 7196 LF $,°n $ sawcutting and removal, excavation, backfill, surface 1�74Q�000, repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20-inch DI pipeline C 150, CL250 from sta 10+00 to sta 61+83± with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow- 3. off, pressure testing, polyethylene encasement, pavement 4956 LF $ $ sawcutting and removal, excavation, backfill, surface 2-J9• -oo I1 L34, 04q. repair, and thrust restraint, as shown on these plans, complete and in place. Remove existing 8-inch ACP pipeline and replace with new 8-inch PVC C900, CL200 from sta 95+50± to sta 95+96± with nitrile (NBR) gaskets, including all fittings, 4 and appurtenances, cut -in valves temporary blow -off, 1 LS $2Q OW, $� pressure testing, cathodic protection on DI fittings, t pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. Remove existing 8-inch ACP pipeline and existing 8-inch valve and replace with new 8-inch PVC C900, CL200 from sta 114+92± to stal165+34± with nitrile (NBR) 5 gaskets, including all fittings, and appurtenances, cut -in 1 LS $ S© $;Q valves temporary blow -off, pressure testing, cathodic 7 I protection on DI fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install 12" cut -in gate valve, including valve 6. box concrete thrust block and appurtenances, cathodic 1 EA Q/ 611$ $)(� 000r z_ protection on DI fittings, complete and in place. 7 Furnish and install 20" butterfly valve, including valve 4 EA $6 s? a0D• o4 box and a urtenances, complete and in lace. / 1 8 Furnish and install 24" butterfly valve, including valve 4 EA $% 640.0 1 $ fjDD•o¢ box and appurtenances, complete and in place. C-9 L7 F1 1 J k I fl PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item t m Description Quantity Unit Unit Cost Total Cost Connect proposed 20" water transmission main to existing 30" main at sta 10+00, including all fittings, 30" Butterfly 9. valves, appurtenances, temporary blow -off, pressure 1 LS�G testing, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 24" water transmission main to existing phase 1 water main at sta 138+16.17, including all fittings, 10. ' appurtenances, temporary blow -off, pressure testing, 1 LS 00 $/0 excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install pump out assemblies, including all 11. valving, fittings, and appurtenances, as shown on these 5 EA $�Q�,`o Tans, complete and in lace. `0�" Furnish and install air release assemblies, including all 12 valving, fittings, and appurtenances, cathodic protection 5 EA $7 �, `a $ 3J� on DI fittings, as shown on these plans, complete and in l lace. Furnish and install air and vacuum assemblies, including 13. all valving, fittings, and appurtenances, as shown on these 13 EA $. $ %f 7 Q� plans, complete and in lace. 14. Protect in place existing service lateral as shown on these 19 EA $/ Tans. i Relocate existing service lateral, including all fittings, and 15. appurtenances, meter set, angle stop, meter box, corporation stop, tapping saddle, pavement sawcutting and 10 EA $Z�,� $.Z removal, excavation, backfill, surface repair, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 35+80f to sta. 36+74±, including all fittings, appurtenances, temporary 16. blow -off, pressure testing, pump out assembly, pavement 1 LS $k CM $ 'rj� t6 sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 20" siphon from sta. 39+50± to sta. 39+75+, including all fittings, appurtenances, temporary 17. blow -off, pressure testing, pump out assembly, pavement 1 LS $( sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these lans, complete and in place. C-10 f. 1 n G E F PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Cost Total Cost Furnish and install 20" siphon from sta. 44+53f to sta. 44+81t, including all fittings, appurtenances, temporary 18 blow -off, pressure testing, pump out assembly, pavement 1 LS Do $�%l' sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 52+94t to sta. 53+26t, including all fittings, appurtenances, temporary 19 blow -off, pressure testing, pump out assembly, pavement 1 LS, $�d y $3e) sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 20" siphon from sta. 59+91± to sta. 60+27f, including all fittings, appurtenances, temporary 20 blow -off, pressure testing, pump out assembly, pavement 1 LS $3©o / $30 / sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 24" siphon from sta. 61+96t to sta. 61+4 6216 me uding all fittings, appurtenances, temporary 21 blow -off, pressure testing, pump out assembly, pavement 1 LS V16 ft $? ? D, a j' ,a sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 24" siphon from sta. 63+58t to sta. ; 7dd 64+46+, including all fittings, appurtenances, temporary CX,1,� 22 blow -off, pressure testing, pump out assembly, pavement backfill, 1 LS $ j sawcutting and removal, excavation, surface b -tom. u repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 24" siphon from sta. 115+43t to sta. 116+16+, including all fittings, appurtenances, temporary 23. blow -off, pressure testing, pump out assembly, pavement 1 LS $ (►�„ 0 $�,EMD� sawcutting and removal, excavation, backfill, surface �" repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. C-11 ri 1 L C PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No. Description Quantity Unit Unit Cost Total Cost Furnish and install 24" siphon from sta. 127+50± to sta. 127+80±, including all fittings, appurtenances, temporary 24 blow -off, pressure testing, pump out assembly, pavement 1 LS S $Z 023 0 sawcutting and removal, excavation, backfill, surface S repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 8" siphon from sta. 68+12± to sta. 68+36±, including all fittings, and appurtenances, cut -in 25. valves, temporary blow -off, pressure testing, cathodic on DI fittings, out assembly, 1 LS $30,, 6 c $30 00 protection pump pavement sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 11+00, including all valves, fittings, 26. appurtenances, temporary blow -off, pressure testing, 1 LS $3©l OQ(� $3>160. excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 20"_water transmission main to existing 12" main at sta 35+75, including all valves, fittings, o 27. appurtenances, temporary blow -off, pressure testing, 1 LS }1( 00! 0%. excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 6" pipeline at sta. 40+14 ±, including 28 all valves, fittings, appurtenances, temporary blow -off, 1 LS $Z� pressure testing, cathodic protection on DI fittings, I ) excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 8" pipeline at sta. 49+75 ±, including 29 all valves, fittings, appurtenances, temporary blow -off, testing, DI fittings, 1 LS $Q �D) $ _P JO;C00, pressure cathodic protection on excavation, backfill, surface repair,- and thrust restraint, as shown on these plans, complete and in place. Connect proposed 20" water transmission main to existing 30. 12" main at sta 61+83, including all valves, fittings, appurtenances, temporary blow -off, pressure testing, 1 LSD excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. C-12 PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH INo. tem Description Quantity Unit Cost Total Cost Connect proposed 24" water transmission main to existing 31. 12" main at sta 88+23, including all valves, fittings, appurtenances, temporary blow -off, pressure testing, 1 LS ,Vf 60 00 $30� 00. —' excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 24" water transmission main to existing 32. 12" main at sta 116+77, including all valves, fittings, temporary blow testing, 1 LS $35W $3 Dz. appurtenances, -off, pressure excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Relocate existing Fire Hydrant at sta. 29+78±, including 33. all fittings, appurtenances, temporary blow -off, pressure testing, pavement sawcutting and removal, excavation, 1 LS $Z.5ft $Z Coo, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Relocate existing Fire Hydrant at sta. 43+34=i:, including 34. all fittings, appurtenances, temporary blow -off, pressure testing, pavement sawcutting and removal, excavation, 1 LSS 01 backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Protect in place existing 12—inch and 8—inch water pipeline, including all special bracing and support, 35. shoring, shut -down coordination with City, temporary 7530 LF DD $ $7 services, high -lining or other means to maintain the operation, service capability and integrity of existing water pipelines. 36. Remove and replace concrete drainage depression, as 20 CY $ 5a $ /Q o0 " shown on these plans, complete and in lace. j'= 37 Remove and replace concrete cross gutter, as shown on 140 CY $ ���° $ 70 ox °.�" these plans, complete and in lace. 38 Remove and replace concrete curb and gutter, as shown on 170 CY $ �� $ `�Z ° these plans, complete and in lace, 39. Chlorination and testing of all new water mains and 1 LS $?j,Sme $Q a urtenances, complete and in place. 40. Prepare Traffic Control Plans and secure a roval s . 1 LS $_36,m $ Implement approved Traffic Control Plan. Provide traffic 41. control throughout work area, including temporary pavement markings and stripping, signage, barricades, 1 LS $Z,o, $ personnel and all other control measures necessary for the duration of the project. C-13 H L k PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No. Description Quantity Unit Unit Cost Total Cost 42 Remove existing mature tree. Grind stump and root to 24- 50 EA $ $ 30 om. inches below grade. 43. Plant new 24-inch box tree per City Standards No. 714; 100 EA No. 715 2 of 3; 3 of 3); and Standard 718. 44. Remove and legally dispose of existing sidewalk. 50,000 SF $ 45. Construct new sidewalk per City Standard No. 207. 50,000 SF $ �, $ JZS 4 46. Adjust/Restore Survey Monuments and/or Ties 12 EA $� 47. Demobilization and Cleanup 1 LS $ 0 $ b 48. Cathodic protection system 1 LS $IX v $ /m Ao=� 49. t Shoring, Sheeting, and/or Bracing required. g g g as 4 1 LS $ �B� $ Z4 8,5 9• Total Amount for All Alternate Bid DI Items OC-9 Water Transmission Main Replacement; CC-1274 $ 3 333,00 City of Huntington Beach J Five. Mi l;a n4✓tee- %u'�dee-J Total Amount for Alternative Bid All Bid Items in Words 'moo VSMI^. `N reeAA V 1A- b tU t*'A i qt� md"Ge. Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation 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-14 ' 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 AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and ' this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find Qd in the amount of $ o ai At'`'' 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 AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: C L Addenda No. Date Received is Si nature ,rice C-15 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 and the portion of the work to be done by such subcontractor. Portion of Work Name and Address of Subcontractor State License Number Class �E s 1 a£tr jC-P_VIe- , o , 66x' 3080 D /R CA 12PI �54,59 �J C Z1 (� $TIP-, I p p D pd4&vT /ALL. At. E xtc-AA 45f>444.r 19 O. g! Z 22 cl a ftnL)A 0 CA R 2 00'73 A 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 AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-16 fi NONCOLLUSION AFFIDAVIT ' TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID 1 State of California ss. ' County of Orange M i c(At c L n 9jr-o M.(,J , being first duly sworn, deposes and says that he or she is ' Vice- Press ��,..1of f�, . --T &kAi?t P, ow A-j-- 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. r 11 I n H D n Cow p� Wye- .o. 6 z A-"J C4. 9Z346 Address of Bidder/ Subscribed and sworn to before me this l-th day of ,-1J &ALLY` Cornn*w n * Isl#*1 fag �� n q , . 6—my Carton. &PMO Oct 9,, 2M NOTARY PUBLIC \✓`x""p `"'� L- ' NOTARY SEAL C-17 it ' EN UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL ICITY OF HUNTINGTON BEACH, CALIFORNIA ' Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the ' contract, known as the OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Yorktown Avenue to Warner Avenue, (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. 5 . Z'. Meve__ Ca m p±LA Contractor ' B M t ,( r.0 CaLCO &. J �,« P►�e..s,d�r Title I Date: %— 1 ?J' - O JS C-18 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, 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 ►.H No If the answer is yes, explain the circumstances in the space provided. NT�F Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire. C-19 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. e®tA" ,+U4Y ' Contractor t Byi C�(Af� Ce- py-e—s T. -r Title r Date: I C-20 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Date: %— 13 —DJ- i i o �' TO f�� 'a QOw4 &tAy Contractor V icy �✓�S r�a�� Title Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-21 BI DDER'S S INFORMATION ' BIDDER certifies that the following information is true and correct: 0 r 0 P [i 11 01 3"" A eW lelf— CO L4^ P1+4A Bidder Name P.D. 64u v27 / Business Address rGLAIA,4 ty, (tDj)4ZS- 4.0 ZZ' Telephone Number State Zip Z34 4 S 15" A. C- 3- . C-- 4 zL State Contractor's License No. and Class 10/1 U2 Original Date Issued 4-:5d -OG Expiration Date The work site was inspected by 64094vour office on 7 , 200.!;' The following are persons, firms, and corporations having a principal interest in this proposal: E. C_22 i The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability, r financially or otherwise, to perform the contract for the proposed work and improvements in accordance with the plans and specifications set forth. r—, , \'3 . C` LA, &L't � rCompany e ' Si tune of Bidder r lei i GLilh6�(, & 4,Co 4MJ Printed or Typed Signature rSubscribed and sworn to before me this 15 day of Ty I coon tstk+t wca�. oar, NOTARY PUBLIC L . l�� r NOTARY SEAL fl Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1. �i�-s�crti Mvui-c.rpAG wr.Te2 �,'sTr��t, Z270 T✓+ b �G ROAJ , Perri-' , QA. 4 Z S'79, Name and Address of Public Agency Name and Telephone No. of Project Manager: %*9 —92.8 —3 777 3 334 oOO,pp A" Pi' JiJAe_ i A Pro resS Contract Amount Type of Work Date Completed 2. YocA r� Va-�Ie� D)4r� Mrirkt'. tZ7�o Ze—j STreer. yuc�,.A ,cA 92399 Name and Address df Public Agency Name and Telephone No. of Project Manager: '-e- T-41414t 4D9— 797--5-1 J 7 55 3Sa oaD•oo Z4' PI'Pell-we- Contlact Amount Type of Work Date Completed 3. C4LI^koru;A Poulf.Sfi"c Name and Address of Public Agency C'A 1603 Name and Telephone No. of Project Manager: I III d V e.rr U w.. .3., oo,D©O-oo 3�u Pi(�fc1,�e, 11 -y3 Type of Work Date Completed C-23 E. J. MEYER COMPANY i P. a BOX 277, HIGHLAND, CA 92346 YEAR COMPLETED IN REACH 16 - PROGRESS INSTALL19 May-05 PHASE 1 B& 1 C N 26,000 L.F. - 24" Oct-04 CHINO 1-CHINO 2 8,000 L.F. - 24" ( 3,500 L.F. - 12" ( Nov-04 TEMECULA RECYC INSTALL 25 0001 Nov-03 36" "H" TRANSMI 14,000 L.F. - 36" May-03 16" NON-POTABL 11,000 LF - 16" 1 AND APPURTENCE Apr-03 24" NON-POTABL 11,000 LF - 24" ( AND APPURTENCE Jan-03 24" RECLAIMED " 7 nnn 1 1= - ?A,, rn RECENT COMPLETED PROJECTS ALUE OF WORK PERFORMED LOCATION OF WORK $3,331,111 CITY OF EN $5,345,5 HEMET RIVERSIDE COUNTY CITY OF CALIMESA ,434,444 I CITY OF RIVERSIDE 1 RIVERSIDE COUNTY $3,63313 LAKE ELSINORE RIVERSIDE COUNTY- :ITY OF WHITTER L. A. COUNTY COUNTY $1,222,222 CITY OF MURRIETA RIVERSIDE COUNTY $1,171,111 CITY OF RIVERSIDE RIVERSIDE COUNTY 1,222,222 I CITY OF IRVINE ORANGE COUNTY GINEERING RESOURCES 3350 E. FLORIDA AVE. HEMET, CA. 92544 MICHAEL STERNS 909-765-6621 KRIEGER AND STEWART, INC 3602 UNIVERSITY AVENUE RIVERSIDE CA 92S01 PAT WATSON 951-684-6900 AA WEBB AND ASSOC 3768 MCCRAY ST. RIVERSIDE CA 92506 BILL MALONE 909-686-1070 KRIEGER AND STEWART, INC 3602 UNIVERSITY AVENUE RIVERSIDE CA 92501 R. NEFF 909-684-6900 CIVILTECH ENGINEERING 118 W. LIME AVENUE MONROVIA, CA 91016 626-357-0588 DAVID BYRUM KRIEGER AND STEWART, INC 3602 UNIVERSITY AVENUE RIVERSIDE CA 92501 R. NEFF 909-684-6900 AA WEBB AND ASSOC 3768 MCCRAY ST. RIVERSIDE CA 92506 BILL MALONE 909-686-1070 DANIEL BOYLE ENGINEERING 23231 SOUTH POINTE DRIVE, SUITE 1 LAGUNA HILLS, CA 92653 949-768-2600 VERNON WIESMAN (909) 425-4025 FAX(909) 425-4020 1 EASTERN MUNICIPAL WATER DISTRICT 2270 TRUMBLE ROAD PERRIS, CA 92572 909-928-3777 JIM WYATT YUCAIPA VALLEY WATER DISTRICT 12770 SECOND STREET YUCAIPA, CA 92399 BRENT ANTON 909-797-S 117 JURUPA COMMUNITY SERVICES DIST. 11201 HARREL STREET MIRA LOMA, CA 91752 TOM O'NEAL 909-685-7434 EASTERN MUNICIPAL WATER DISTRICT 2270 TRUMBLE ROAD PERRIS, CA 92572 909-928-3777 WATER COMPANY 15505 WHITTIER BLVD WHITTIER, CA 90603 562-947-3811 JIM BYERRUM RANCHO CXALIFORNIA WATER DISTRICT 42135 WINCHESTER ROAD TEMECULA, CA 92590 909-296-6900 CRAIG MAPES WESTERN MUNICIPAL WATER DISTRICT 450 ALLESSANORO BLVD RIVERSIDE, CA 92508 909-789-5000 TONY BURGETT IRVINE RANCH WATER DISTRICT 15600 SAND CANYON AVENUE IRVINE, CA 92619-7000 949-453-SS86 ANTS UIGA Aug-02 8", 10" 12" CML/C WATERLINE $333,333 'MTY OF FALLBROO14 SAN DIEGO COUNTY FALLBROOK PUBLIC UTILITIES DISTRICT P. 0. BOX 2290 FALLBROOK, CA 92088-2290 760-728-1125 MIKE PAIGE FALLBROOK PUBLIC UTILITIES DISTRICT P. 0. BOX 2290 FALLBROOK, CA 92088-2290 760-728-1125 MIKE PAIGE 7,000 LF - 8" 10" 12" CML/C PIPE AND APPURTENCES May-02 TRANSMISSION VALVE IMPROVEMENTS SPEC. 848W $419,000 CITY OF PERRIS RIVERSIDE COUNTY EASTERN MUNICIPAL WATER DISTRICT 2270 TRUMBLE ROAD PERRIS, CA 92572 909-928-3777 JIM WYATT EASTERN MUNICIPAL WATER DISTRICT 2270 TRUMBLE ROAD PERRIS, CA 92572 909-928-3777 JIM WYATT CUT -IN 5 BUTTERFLY VALVES 24"-36" ON EXISTING STEEL PIPE REINFORCE WELD JOINTS 300 FEET EACH SIDE OF VALVE INSTALLATION Jan-02 WATERMAIN REPLACEMENT PROJECT - GRAND AVE. $644,444 CITY OF RIVERSIDE SAN BERNARDINO COUNTY CITY OF RIVERSIDE PUBLIC WORKS 3900 MAIN STREET RIVERSIDE, CA 92522 909-826-5561 RICK DROBEK CITY OF RIVERSIDE PUBLIC WORKS 3900 MAIN STREET RIVERSIDE, CA 92522 909-826-5561 RICK DROBEK BANDINI AVE. AND CHARLOTTE 7,000 -12" DUCTILE IRON PIPE 1,000 - 8" DUCTILE IRON PIPE Sep-01 WATERLINES IN VARIOUS STREETS $711,111 CITY OF BANNING SAN BERNARDINO COUNTY AP ENGINEERING 1271 COLUMBIA AVE RIVERSIDE, CA 92507 909-686-2512 SINGH CITY OF BANNING 99 EAST RAMSEY ST. BANNING, CA 92220 909-922-3141 DUANE BURK ANN MARIE LOCONTE INTERCONNECTIONS TO EXISTING SYSTEM 7,000 - 12"-8" CML/C STEEL PIPE Sep-01 30" "1" TRANSMISSION LINE $2,200,000 CITY OF BREA ORANGE COUNTY CIVILTECH ENGINEERING 855 W. FOOTHILL BLVD MONROVIA, CA 91016 626-357-0588 DAVID BYRUM CALIFORNIA DOMESTIC WATER COMPANY 15505 WHITTIER BLVD WHITTIER, CA 90603 562-947-3811 JIM BYERRUM 9,400 L.F. - 30" CML/C STEEL WATERLINE 2,000 L.F. 8" DIP Apr-01 HELIX FLUME REPLACEMENT $9,400,000 EL CAJON SAN DIEGO COUNTY MONTGOMERY WATSON 1230 CLOUMBIA ST., SUITE 750 SAN DIEGO, CA 92101 CHRISTINE WATERS 619-699-4113 HELIX WATER DISTRICT 7811 UNIVERSITY AVE LA MESA, CA 91941 JIM TOMASULO 619-596-1317 10 000 L.F. 16" PVC WATERMAINS 12,000 L.F. 42" CML/C WATERMAINS 13,000 L.F. 48" CML/C WATERMAWS PRESSURE REDUCING STATION/VALVE VAULTS Mar-00 CHINO BASIN DESALINATION PROGRAM WELLHEAD $8,900,000 CHINO SAN BERNARDINO COUNTY MONTGOMERY WATSON 301 N. LAKE AVENUE, SUITE 600 PASADENA, CA 91101 GLORIA LAI BLUML 626-568-6909 SANTA ANA WATERSHED PROJECT AUTHORITY 11615 STERLING AVE RIVERSIDE, CA 92503 MICHAEL WRIGHT LEE SLATE 909-785-5411 FACILITIES EXTRACTED GROUNDWATER PIPELINES JURUPA COMMUNITYY SERVICES DOMESTIC WATER 50,000 L.F. 30" CML/C TO 6" DIP WATER MAINS 11 WELLHEAD FACILITIES Oct-99 54" WATER PIPELINE PARKVIEW DR. $1,425,000 CITY OF EL MONTE LOS ANGELES COUNTY CIVILTECH ENGINEERING 855 W. FOOTHILL BLVD MONROVIA, CA 91016 626-357-0588 DAVID BYRUM CALIFORNIA DOMESTIC WATER COMPANY 15505 WHITTIER BLVD WHITTIER, CA 90f03 562-947-3811 JIM BYERRUM 6,000 L.F. - 54" CML/C STEEL WATERLINE Dec-98 36" WATER PIPELINE RUSSELL STREET $1,600,000 CITY OF INDUSTRY, CALIFORNIA CIVILTECH ENGINEERING 855 W. FOOTHILL BLVD MONROVIA, CA 91016 626-357-0588 DAVID BYRUM CALIFORNIA DOMESTIC WATER COMPANY 15505 WHITTIER BLVD WHITTIER, CA 90603 562-947-3811 JIM BYERRUM 8,000 L.F. - 36" CML/C STEEL WATERLINE Nov-98 PACIFIC PARK DR. PH. 2 - 25,800 L.F. - 36" & 42" $5,800,000 DOMESTIC WATER PIPELINE 16" RECLAIMED WATER AND 16" DIP SEWER FORCE MAIN 1100 L.F. - 16" DIP 3000 L.F. - 12" DIP RELOCATION LAGUNA HILLS ORANGE COUNTY CALIFORNIA ASL CONSULTING ENGINEERS ONE JENNER STREET IRVINE, CA 92618 TOM EPPERSON 949-727-7099 MOULTON NIGUEL WATER DISTRICT 27500 LA PAZ ROAD LAGUNA NIGUEL, CA 92607 RAY MC DOWELL ENGINEERING SUPERINTENDENT 949-795-6798 Mar-98 JCSD - PRODUCT WATER PIPELINE $4,800,000 MIRA LOMA RIVERSIDE COUNTY CALIFORNIA AA WEBB AND ASSOC 3768 MCCRAY ST. RIVERSIDE CA 92506 BILL MALONE 909-686-1070 SANTA ANA WATERSHED PROJECT AUTHORITY 11615 STERLING AVE RIVERSIDE, CA 92503 LEE SLATE 909-785-7411 28,000 L.F. - 30" CML/C STEEL WATERLINE 20,000 L.F. - 24" CML/C STEEL WATERLINE Feb-98 48" WATER PIPELINE WORKMAN MILL RD. $1,200,000 CITY OF INDUSTRY, CALIFORNIA CIVILTECH ENGINEERING 855 W. FOOTHILL BLVD MONROVIA, CA 91016 626-357-0588 DAVID BYRUM CALIFORNIA DOMESTIC WATER COMPANY 15505 WHITTIER BLVD WHITTIER, CA 90603 562-947-3811 JIM BYERRUM 4,800 L.F. - 48" CML/C STEEL WATERLINE THESE ARE REPRESENTATIVE OF SIMILAR PROJECTS COMPLETED ONLY. OTHER COMPLETED PROJECTS ON FILE. j, CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK JOAN L. FLYNN CITY CLERK October 4, 2005 Highland Engineering of CA 65 Enterprise Aliso Viejo, CA 92656-2601 RE: CC-1274 — OC-9 Water Transmission Main Replacement Enclosed please find your original bid bond for CC-1274. Sincerely, oan L. F ynn City Clerk JF:pe enclosure ( Telephone: 714536-5227 ) ;hland Engineering of CA 65 Enterprise Arlso Viejo, CA92656 �-oXbbl cI r �'f Y k' -, �IJNJ I N'Ll N "EACIi, CA NOS A/ �"a' �e6y C� 9�(g THE AMERICAN INSTITUTE OF ARCHITECTS SCIA299 KNOW ALL MEN BY THESE PRESENTS, that we HIGHLAND OF CALIFORNIA, INC. 65 ENTERPRISE ALISO VIEJO, CA 92656 (lice insect full name ,and address or legal title of Contractor) as Principal, hereinafter called the Principal, and SAFECO INSURANCE COMPANY OF A %MRICA 120 VANTIS ALLSO VIEJO, CA 92656 a corporation duly organized under the laws of the State of WASHINGTON as Surety, hereinafter called the Surety, are held and firmly bound unto CITY OF ffl jp GTON BEACH a4we invert full name,and address or legal title of Owner) as Obligee, hereinafter called the Obligee, in the sum of Ten Percent of Amount Bid Dollars ($ 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 OC-9 Water Transmission Main Replacement (Here incest full name, address and descaiption of pcoicct) 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. Signed and sealed this 13th day of July, 2005 (Seal) vAor j>• JP,Vsis (Title) SAFECO INSURANCE COMPANY OF AMERICA (Witness) val `pe 'ez (Title)SUSAN A. TOOMEY, Attorney -in -Fact AU DOCUMENT A310 BID BOND AIA ® FEBRUARY 1970 ED THE "ER1CAN INSTITUTE OF ARCHITECTS,1735 N.Y. AVE., N.W. WASHINGTON, D.C. 20006 WARNING. Unlicensed phot000pying violates U.S. copyrigld laws and is subject to legal prosecution STATE OF CALIFORNIA ) COUNTY OF 0 vavL -L ) On J u, ly 125. Z" S , before me, J OQ. e, -t 1A0W p So ✓► , a Notary Public, personally appeared Rt`c ctrd ` -V o So' versonally known to me to be the person whose name is subscribed to the witifin 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. .1OEW THOMPSON COfffnWiOn #F 1552196 WITNESS my hand and official seal. LO Puble - CaRomic OMW courov MvC=". fib 12. Signature: STATE OF ARIZONA ) ) ss- COUNTY OF MARICOPA ) On this 13d' day of July , 2005, before me a Notary Public in and for the State of Arizona, appeared Susan A. Toomey , known to me to be the person executing the attached instrument as Attorney -in -Fact for the surety company named in this document. Dated this 13t' day of My Commission Expires: October 10, 2008 VALERIE PEREZ-PACHECO Notary Punic -Arizona MARICOPA COUNTY My Comm. Exp.10-10-011 July , 2005. IMPORTANT NOTICE TO SURETY BOND CUSTOMERS REGARDING THE TERRORISM RISK INSURANCE ACT OF 2002 As a surety bond customer of one of the SAFECO insurance companies (SAFECO Insurance Company of America, General Insurance Company of America, First National Insurance Company, American States Insur- ance Company or American Economy Insurance Company), it is our duty to notify you that the Terrorism Risk Insurance Act of 2002 extends to 'surety insurance`. This means that under certain circumstances we may be eligible for reimbursement of certain surety bond losses by the United States government under a formula established by this Act Under this formula, the United States government pays 90% of losses caused by certified acts of terrorism that exceed a statutorily established deductible to be paid by the insurance company providing the bond. The Act also establishes a $100 billion cap for the total of all losses to be paid by all insurers for certified acts of terrorism. Losses on some or all of your bonds may be subject to this cap. This notice does not modify any of the existing terms and conditions of this bond, the underlying agreement guaranteed by this bond, any statutes governing the terms of this bond or any generally applicable rules of law. At this time there is no premium change resulting from this Act 3$248 2M r931S A F E C a POWER OF ATTORNEY SAFECO Insufance ConVany PO Box 34526 Seattle, WA 98124-1526 No. 6992 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint sssaa*BARRY R. FARR; DAVID J. MCKEE; DAVID L HICKMAN; SUSAN A. TOOMEY; BRENDA S. OLSON; VALERIE PEREZ-PACHECO; Tempe, Arizona:::ssss its true and lawful attomey(s)4n-fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA has executed and attested these presents this 27th day of May , 2004 C/a� /t� [.e—pc—�` CHRISTINE MEAD, SECRETARY Md(E MCGAVICK, PRESIDENT CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA 'Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (I) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power -of -attorney appointment, executed pursuant thereto, and (iii) Certifying that said power -of -attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be facsimile thereof." i, Christine Mead, Secretary of SAFECO INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, i have hereunto set my hand and affixed the facsimile seal of said corporation this 13th day of July 2005 swwo)oe SEAL A C� CHRISTINE MEAD, SECRETARY c_�or»ice�c �m� CITY OF HUNTINGTON BEACH 2000 Main Street P.O. Box 190 California 92648 Robert F. Beardsley, P.E. Department of Public Works Director (714) 536-5431 CITY OF HUNTINGTON BEACH OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Yorktown Avenue to Warner Avenue CONSTRUCTION CONTRACT NO. CC1274: PHASE 2 BID ADDENDUM No. 1 July 6, 2005 The following ADDENDUM 1 shall be made part of the Contract Documents, and the bidder shall acknowledge receipt thereof as specified below. Revisions are made to the Contract Documents as specified on the following pages 2-3. Each bidder shall acknowledge receipt and acceptance of this Addendum 1 by signing in the space provided below. Bidder shall submit the signed acknowledgement with their bid. Sincerely, CITY OF HUNTINGTON BEACH By: Deborah De Bow Associate Civil Engineer Receipt acknowledged and conditions agreed to this Bidder: Signature Title CC-1274 Addendum 1 Page 1 of 3 7V�l day of July, 2005. ADDENDUM No.1 OC-9 Water Transmission Main Pipeline In Newland Street from Warner Avenue to Yorktown Avenue Construction Contract No. 1274- Phase 2 1. Class DIP Bidders shall revise Bid Item No. 2, of the project Bid Schedule B (page C-9 of the project specifications) to read: "Furnish and install 24-inch DI pipeline C150, CL200 from sta 61+83+/- to sta 138+16+/- with nitrile (NBR) gaskets. Furnish and install all fittings, and appurtenances, temporary blow -off, pressure testing, polyethylene encasement, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place." 2. Bid Item Nos. 21, 22 Bidders shall make the following revisions to both Bid Schedule A (pages C-4 and C-5 of the project specifications) and Bid Schedule B (page C-11 of the project specifications): (A) Revise Bid Item No. 21 to read: "Furnish and install 24" siphon from sta 61 +96+/- to sta 64+46+/- , including all fittings, and appurtenances, temporary blow offs, pressure testing, cathodic protection on DI fittings, pump out assembly, pavement sawcutting and removal, excavation, backfili, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place." (B) Delete Bid Item No. 22 in its entirely. 3. Contract time There was an inconsistency In the project specifications. Bidders shall revise Section 6- 7.1 on page E-10 of the project specifications to read as follows: "The time within which the Work must be completed by the Contractor is fixed at 160 working days, starting from and after the date in the 2nd Notice to Proceed with the Work, exclusive of maintenance periods." CC-1274 Addendum 1 Page 2 of 3 4. Contract Award It is anticipated that the construction contract will be awarded by the Huntington Beach City Council at their regular meeting on August 15, 2005. It is anticipated that the first Notice to Proceed (for materials procurement) will be issued shortly after October 1, 2005. It is anticipated that the second Notice to Proceed (with physical site construction work) will be issued on or about January 2, 2006. 5. Bid Proposal Several of the bound project specifications purchased form the City also included an "unbound" loose bid proposal (i.e. Specification Section C: PROPOSAL.) Bidders are hereby instructed to disregard this loose bid proposal. Bidders shall make a photocopy of the bid proposal Section C found in the bound project specifications, and submit this as their bid. 6. Bid Alternatives Bidders are not required to submit bids on both alternatives. 7. Slurry Seal There is no slurry seal required for this project. Bidders shall delete note 8 from the Trench Replacement Detail found on plan sheet 15. 8. Compaction Testing Compaction testing shall not be provided by the contractor. 9. Survey services Survey services shall be provided by the contractor, in accordance with the construction documents. Prepared by: �-7 ab OS' De orah De Bo , P.E. Da e Associate Civil Engineer CC-1274 Addendum 1 Page 3 of 3 SECTION C PROPOSAL for the OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Yorktown Avenue to Warner Avenue CONSTRUCTION CONTRACT No.1274 - Phase 2 in the CITY OF HUNTINGTON BEACH TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: 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 therefore, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. 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 1st Notice to Proceed will be issued with the execution of the contract for materials procurement only (materials shall include but not be limited to piping, valves, fittings, and any long lead-time items). The 2°a Notice to Proceed will be issued to the undersigned following the submittal of proof of materials procurement (with a firm delivery date) and has obtained written approval from the AGENCY for the undersigned's construction schedule. Upon the issuance of the 2°d Notice to Proceed the undersigned shall commence with the physical site work thereafter and shall complete all work within a one hundred sixty {160) working day Construction Period. Bid Schedule A is the "Base Bid PVC Pipe". Bid Schedule B is the "Alternate Bid Ductile Iron Pipe. The City shall award the contract on the basis of the lowest responsive bid. 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 AGENCY 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 AGENCY 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 AGENCY 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. If at such time the contract is not awarded, the AGENCY 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 PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Colt Total Cost 1. Mobilization 1 LS $ $ Furnish and install 24-inch PVC pipeline C905, CL235 from sta 61+83± to sta 138+16± with nitrile (NBR) gaskets, including all fittings, and appurtenances, 2. temporary blow -off, pressure testing, cathodic protection 7196 $ $ on DI fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20-inch PVC pipeline C905, CL235 from sta 10+00 to sta 61+83± with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow- 3. off, pressure testing, cathodic protection on DI fittings, 4956 LF $ $ pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on th/es complete and in place. Remove existing 8-inch ACP pipeline and replace ith new 8-inch PVC C900, CL200 from sta 95+50+ to sta 95+96± with nitrile (NBR) gaskets, including al fittings, , 4 and appurtenances, cut -in valves temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on I fittings, h pavement sawcutting and removal, excav ion, backfill, V surface repair, and thrust restraint, as own on these plans, complete and in place. Remove existing 8-inch ACP pipelin and existing 8-inch valve and replace with new 8-inc PVC C900, CL200 from sta 114+92± to sta1165+ ±with nitrile (NBR) 5 gaskets, including all fittings, d appurtenances, cut -in 1 LS $ $ valves temporary blow -off, ressure testing, cathodic protection on DI fittings pavement sawcutting and removal, excavation, bac 11, surface repair, and thrust restraint, as shown on th a laps, complete and in place. Furnish and install 12" cut -in gate valve, including valve 6. box concrete thrust lock and appurtenances, cathodic 1 EA $ $ protection on DI fitt' s, complete and in place. Furnish and insto 20" butterfly valve, including valve 7. aces, cathodic protection on DI fittings, box and appu%place. 5 EA $ $ com lete and C-2 PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC- 7 CITY OF HUNTINGTON BEACH Item Description Quantity nit Unit Total Cost Cost Furnish and install 24" butterfly valve, including valve 8. box and appurtenances, cathodic protection on DI fittings, 4 EA $ $ complete and in place. Connect proposed 20" water transmission main to existing 30" main at sta 10+00, including all fittings, 30" Butterfly 9. valves, appurtenances, excavation, backfill, surface repair, 1 LS $ $ and thrust restraint, as shown on these plans, complete an in place. g Connect proposed 24" water transmission main/aint, Phase 1 water main at sta 138+16.17, includings, \ 10. appurtenances, temporary blow -off, pressug, 1 LS $ $ excavation, backfill, surface repair, and thrust s P shown on these plans, complete and in place. Furnish and install pump out assemblies, ' cluding all 11. valving, fittings, and appurtenances, cath is protection 5 EA $ $ on DI fittings, as shown on these plans, omplete and in lace. Furnish and install air release asse lies, including all 12. valving, fittings, and appurtenance , cathodic protection 5 EA $ $ on DI fittings, as shown on these Tans, complete and in lace. Furnish and install air and va um assemblies, including 13. all valving, fittings, an appurtenances, cathodic 13 EA $ $ protection on DI fittings as shown on these plans, complete and in place. 14. Protect in place existing ervice lateral as shown on these 19 EA $ $ Tans. Relocate existing se ry ce lateral, including all fittings, and appurtenances, me r set, angle stop, meter box, 15. corporation stop, t ping saddle, pavement sawcutting and 10 EA $ $ removal, excavat' n, backfill, surface repair, as shown on these plans, co lete and in place. Furnish and ' tall 20" siphon from sta. 35+80f to sta. 36+74t, in uding all fittings, and appurtenances, temporary ow -off, pressure testing, cathodic protection 16. on DI fitt' gs, pump out assembly, pavement sawcutting 1 LS $ $ and rem val, excavation, backfill, surface repair, thrust blocks d thrust restraint, as shown on these plans, com l to and in place. C-3 0 PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH / r Item Description Quantity Unit Unit Total Cost No.Furnish Cost and install 20" siphon from sta. 39+50f to sta. 39+75f, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 17. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 44+53± to sta. 44+81f, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protectio 18. on DI fittings, pump out assembly, pavement sawcu g 1 LS $ $ and removal, excavation, backfill, surface repair, st blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 52+ 4f to sta. 53+26f, including all fittings, and purtenances Q temporary blow -off, pressure testing, cath dic protection 19. on DI fittings, pump out assembly, pav ent sawcutting 1 LS $ $ and removal, excavation, backfill, s ace repair, thrust blocks and thrust restraint, as sho on these plans, complete and in place. m sta. 59+91± to sta. Furnish and install 20"/ackfill, 60+27f, including aand appurtenances temporary blow -off, prg, cathodic protection 20. on DI fittings, pump opavement sawcutting 1 LS $ $ and removal, excavatiosurface repair, thrust blocks and thrust restown on these plans, complete and in place. Furnish and/a2siphon from sta. 61+96f to sta. 6 y , iall fittings, and appurtenances, temporary bressure testing, cathodic protection 21. on DI fittinut assembly, pavement sawcutting 1 LSand removaon, backfill, surface repair, thrust blocks andtraint, as shown on these plans, com fete an C-4 PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Unit Total Cost No. Cost Furnish and install 24" siph n from sta +58t to sta. 64+46±, including ttin d appurt ces, temporary blow-o , press esting, ca drc protection 22. on DI fittin , pum assembl vement sawcugityg 1 LS $ $ and re al, vation, b 1, surfacer ' , thrust bloc _ thrust restr ' t, as sho on these plans, m lete and in place. Furnish and install 8" siphon from sta. 68+12± to sta. 68+36±, including all fittings, and appurtenances, cut -in valves, temporary blow -off, pressure testing, cathodic 23. protection on DI fittings, pump out assembly, paveme t 1 LS $ $ sawcutting and removal, excavation, backfill, s ce repair, thrust blocks and thrust restraint, as shown o ese Tans, complete and in place. Furnish and install 24" siphon from sta. 115+ t to sta. 116+16t, including all fittings, and ap enances, temporary blow -off, pressure testing, catho c protection 24. on DI fittings, pump out assembly, pave ent sawcutting 1 LS $ $ and removal, excavation, backfill, sur ce repair, thrust blocks and thrust restraint, as sho on these plans, complete and in lace. Furnish and install 24" siphon fro sta. 127+50f to sta. 127+80+, including all fittin and appurtenances, temporary blow -off, pressure sting, cathodic protection 25. on DI fittings, pump out ass bly, pavement sawcutting 1 LS $ $ and removal, excavation, ckfill, surface repair, thrust blocks and thrust restr ' t, as shown on these plans, complete and in place. Connect proposed 20" ater transmission main to existing 12" main at sta �+00, including all valves, fittings, 26 appurtenances, t porary blow -off, pressure testing, ' 1 LS $ $ cathodic protec n on DI fittings, excavation, backfill, surface repair and thrust restraint, as shown on these Tans, com a and in place. C-5 PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Uost it Total Cost Connect proposed 20" water transmission main to existing 12" main at sta 35+75, including all valves, fittings, 27 appurtenances, temporary blow -off, pressure testing, 1 $ $ cathodic protection on DI fittings, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 6" pipeline at sta. 40+14 ±, including 28 all valves, fittings, appurtenances, temporary blow-off,[71 LS $ $ pressure testing, cathodic protection on DI fittings, excavation, backfill, surface repair, and thrust restraint, shown on these plans, complete and in place. Remove and replace connection between existin 12" pipeline and existing 8" pipeline at sta. 49+75 ±, in uding 29 all valves, fittings, appurtenances, temporary ow -off, 1 LS $ $ pressure testing, cathodic protection on fittings, excavation, backfill, surface repair, and thrus restraint, as shown on these plans, complete and in plac . Connect proposed 20" water transmissio ain to existing 12" main at sta 61+83, including valves, fittings, 30. appurtenances, temporary blow -of , pressure testing, 1 LS $ $ cathodic protection on DI fitting excavation, backfill, surface repair, and thrust restr ' t, as shown on these Tans, complete and in place. Connect proposed 24" water Kr mission main to existing cluding all valves, fittings, 12" main at sta 88+23/onI 31. appurtenances, temblow-off, pressure testing, LSsurface cathodic protectionfittings, excavation, backfill,1 repair, andrestraint, as shown on these lans, com lete and. Connect proposed 4" water transmission main to existing 11 12" main at sta 6+77, including all valves, fittings, 32 appurtenances, temporary blow -off, pressure testing, 1 LS $ $ cathodic prot ction on DI fittings, excavation, backfill, surface rep r, and thrust restraint, as shown on these lans, co lete and in place. C-6 PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Unit Total Cost Relocate existing Fire Hydrant at sta. 29+78t, including all fittings, and appurtenances, temporary blow -off, 33. pressure testing, cathodic protection on DI fittings, 1 LS $ $ pavement sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Relocate existing Fire Hydrant at sta. 43+34f, including all fittings, and appurtenances, temporary blow -off, 34. pressure testing, cathodic protection on DI fittings, 1 LS $ $ pavement sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Protect in place existing 12—inch and 8—inch water pipeline, including all special bracing and suppo 35. shoring, shut -down coordination with City, tempor 7530 LF $ $ services, high -lining or other means to maintain the operation, service capability and integrity of existin ater pipelines. 36. Remove and replace concrete drainage depr sion, as 20 CY $ $ shown on these plans, complete and in place. 37 Remove and replace concrete cross gutter, shown on 140 CY $ $ these plans, complete and in place. 38 Remove and replace concrete curb and er, as shown on 170 CY $ $ these plans, complete and in place, 39. Chlorination and testing of all ne water mains and 1 LS $ $ appurtenances, complete and in lac . 40. Prepare Traffic Control Plan s ansecure a roval s . 1 LS Implement approved Traffic Co of Plan. Provide traffic control throughout work a, including temporary 41. pavement markings and s ping, signage, barricades, 1 LS $ $ personnel and all other con of measures necessary for the duration of the project. 42 Remove existing mature ee. Grind stump and root to 24- 50 EA $ $ inches below grade 43. Plant new 24-inch b tree per City Standards No. 714; 100 EA 2 of 3; 3 0 , No. 715 )• and Standard 718. 44. Remove and le all dis ose of existing sidewalk. 50,000 SF 45. Construct new sicl6walk per City Standard No. 207 1 50,000 1 SF 46. Adjust/Restore %irvey Monuments and/or Ties 1 12 1 EA $ $ C-7 PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item t m Description Quantity Unit Unit Total Cost Cost 47. Demobilization and Cleanup 1 L $ $ 48. Shoring, Sheeting, and/or Bracing as required. 1 S $ $ Total Amount for All Base Bid PVC Items OC-9 Water Transmission Main Replacement; CC-1274 $ Cityof Huntington Beach Total Amount for Base Bid All Bid Items in Words Notes: All extensions of unit prices will be subject to verification b e Owner. In case of variation between the unit price and the extension, the unit price will govern. The Owner reserves the right to reject anor all ro os s and bid items. -8 PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 0 79„44l. CITY OF HUNTINGTON BEACH / Item 0. Description Quantity Unit Unit Cost Total Cost 1. Mobilization 2'j�j 4,� ` J� 1 LS $ $ Furnish and install 24-inch DI pipeline C150, CL200 from sta 61+83± to sta 138+16± with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow- �/I�• U 2. off, pressure testing, polyethylene encasement, pavement sawcutting and removal, excavation, backfill, surface 7196 • LF $ MQ• �G�\ repair, and thrust restraint, as shown on these plans, N complete and in place. Furnish and install 20-inch DI pipeline C150, CL250 from sta 10+00 to sta 61+83± with nitrile (NBR) gaskets, /� ��/ including all fittings, and appurtenances, temporary blow-� 3. off, pressure testing, polyethylene encasement, pavement 4956 ' LF $ �(� $ sawcutting and removal, excavation, backfill, surface v �� repair, and thrust restraint, as shown on these plans, IV `O complete and in place. Remove existing 8-inch ACP pipeline and replace with new 8-inch PVC C900, CL200 from sta 95+50± to sta 95+96± including all fittings, IV tiV with nitrile (NBR) gaskets, 4 and appurtenances, cut -in valves temporary blow -off, 1 LS $ 0 $ �O pressure testing, cathodic protection on DI fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. Remove existing 8-inch ACP pipeline and existing 8-inch valve and replace with new 8-inch PVC C900, CL200 �I from sta 114+92± to stall65+34± with nitrile (NBR) V� O 5 gaskets, including all fittings, and appurtenances, cut -in 1 LS $ �O $ A�7 valves temporary blow -off, pressure testing, cathodic protection on DI fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust r restraint, as shown on these plans, complete and in place. Furnish and install 12" cut -in gate valve, including valve n- 7 6. box concrete thrust block and appurtenances, cathodic 1 EA $ ( protection on DI fittings, complete and in place. 7 Furnish and install 20" butterfly valve, including valve 4 EA Gj�s3' $�' ' box and appurtenances, complete and in lace. 81 Furnish and install 24" butterfly valve, including valve 4 EA $ qOq $ 10. box and appurtenances, complete and in lace. 1 09 C-9 PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No. Description Quantity Unit Unit Cost Total Cost Connect proposed 20" water transmission main to existing b( 30" main at sta 10+00, including all fittings, 30" Butterfly blow 1 LS b � $ b(� $ 9. valves, appurtenances, temporary -off, pressure m testing, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. "J Connect proposed 24" water transmission main to existing phase 1 water main at sta 138+16.17, including all fittings, 1 ^� 10. appurtenances, temporary blow -off, pressure testing, excavation, backfill, surface repair, and thrust restraint, as 1 LS $ shown on these plans, complete and in place. 40 Furnish and install pump out assemblies, including all O� /1�• 11. valving, fittings, and appurtenances, as shown on these 5 EA plans, complete and in place. �1 Furnish and install air release assemblies, including all fittings, 12 valving, and appurtenances, cathodic protection DI fittings, these and in 5 EA $ on as shown on plans, complete lace. Furnish and install air and vacuum assemblies, including ` • ,\�[ . 7 13. all valving, fittings, and appurtenances, as shown on these 13 EA $ �� $�� �� plans, complete and in place. 14. Protect in place existing service lateral as shown on these 19 EA $ --- $ ilia-O fans. Relocate existing service lateral, including all fittings, and IV appurtenances, meter set, angle stop, meter box, 10 EA $ %V $ 15. corporation stop, tapping saddle, pavement sawcutting and removal, excavation, backfill, surface repair, as shown on �� these plans, complete and in place. Furnish and install 20" siphon from sta. 35+80f to sta. 36+74t, including all fittings, appurtenances, temporary 16. blow -off, pressure testing, pump out assembly, pavement 1 LS $ sawcutting and removal, excavation, backfill, surface \ ^ \ repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 39+50f to sta. 39+75f, including all fittings, appurtenances, temporary 17. blow -off, pressure testing, pump out assembly, pavement 1 LS $ sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. C-10 PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.Furnish Description Quantity Unit Cost Unit Total Cost and install 20" siphon from sta. 44+53± to sta. including fittings, 44+81+, all appurtenances, temporary�� 18 blow -off, pressure testing, pump out assembly, pavement 1 LS $ �(, $ � sawcutting and removal, excavation, backfill, surface \ repair, thrust blocks and thrust restraint, as shown on these MU% MVO Tans, complete and in place. Furnish and install 20" siphon from sta. 52+94t to sta. �Q M�0 53+26±, including all fittings, appurtenances, temporary n A. 19. blow -off, pressure testing, pump out assembly, pavement 1 LS $ 0 $ 0 sawcutting and removal, excavation, backfill, surface V repair, thrust blocks and thrust restraint, as shown on these �v Tans, complete and in place. Furnish and install 20" siphon from sta. 59+91± to sta. 60+27t, including all fittings, appurtenances, temporary 20 blow -off, pressure testing, pump out assembly, pavement 1 LS $ sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 24" siphon from sta. 61+96f to sta. V 64446 62±64±, including all fittings, appurtenances, temporary V 21 blow -off, pressure testing, pump out assembly, pavement sawcutting and removal, excavation, backfill, surface 1 LS $ $ 17 repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. F ish and ' stall 24" siphon frolp sta. 63+58f sta. 64+ , includin 1 fittings, app ances, temp ary 22 blow-o ressure testa ump out as bly, pave m t 1 LS $ sawcutting d removal, exca ion, back urface --- repair, thrust b s and thrust res 'nt, as sho on these Tans, co m I anlace. Furnish and install 24" siphon from sta. 115+43± to sta. 116+16t, including all fittings, appurtenances, temporary b(� a, 23 blow -off, pressure testing, pump out assembly, pavement 1 LS $ 1� $ 4M sawcutting and removal, excavation, backfill, surface M repair, thrust blocks and thrust restraint, as shown on these fans, complete and in place. C-11 PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH IUnit tem Description Quantity Unit Cost Total Cost Furnish and install 24" siphon from sta. 127+50± to sta. r, 127+80±, including all fittings, appurtenances, temporary blow testing, 24 -off, pressure pump out assembly, pavement 1 LS sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 8" siphon from sta. 68+12± to sta. 68+36±, including all fittings, and appurtenances, cut -in V valves, temporary blow -off, pressure testing, cathodic qU. 25. protection on DI fittings, pump out assembly, pavement 1 LS $ �U $ ti sawcutting and removal, excavation, backfill, surface ti repair, thrust blocks and thrust restraint, as shown on these ��^\ Tans, complete and in place. Connect proposed 20" water transmission main to existing Ix 12" main at sta 11+00, including all valves, fittings, C� 26. appurtenances, temporary blow -off, pressure testing, 1 LS $ �0 $ V excavation, backfill, surface repair, and thrust restraint, as �\ 1 �\ \ shown on these plans, complete and in lace. Connect proposed 20" water transmission main to existing r( 27. 12" main at sta 35+75, including all valves, fittings, appurtenances, temporary blow -off, pressure testing, 1 LS $ , A $ V excavation, backfill, surface repair, and thrust restraint, as ��\ shown on these plans, complete and in lace. Remove and replace connection between existing 12" pipeline and existing 6" pipeline at sta. 40+14 ±, including V� V 28 all valves, fittings, appurtenances, temporary blow -off, 1 LS $ \�� $ pressure testing, cathodic protection on DI fittings, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 8" pipeline at sta. 49+75 ±, including 29 all valves, fittings, appurtenances, temporary blow -off, fittings, 1 LS $ 01 $ pressure testing, cathodic protection on DI excavation, backfill, surface repair, and thrust restraint, as Im q� shown on these plans, complete and in place. \ Connect proposed 20" water transmission main to existing ^'N 12" main at sta 61+83, including all valves, fittings, 30. appurtenances, temporary blow -off, pressure testing, 1 LS $ N� $ ti excavation, backfill, surface repair, and thrust restraint, as �\ ��1/\ shown on these plans, complete and in lace. C-12 PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No. Description Quantity Unit Unit Cost Total Cost Connect proposed 24" water transmission main to existing ,�/ 31. 12" main at sta 88+23, including all valves, fittings, appurtenances, temporary blow -off, pressure testing, 1 LS L'll $ O�, vV $ excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 24" water transmission main to existing 12" main at sta 116+77, including all valves, fittings, blow 1 LS $ $ 32. appurtenances, temporary -off, pressure testing, excavation, backfill, surface repair, and thrust restraint, as �� shown on these plans, complete and in place. Relocate existing Fire Hydrant at sta. 29+78f, including all fittings, appurtenances, temporary blow -off, pressure 33. testing, pavement sawcutting and removal, excavation, 1 LS $ $ C� backfill, surface repair, thrust blocks and thrust restraint, N\ as shown on these plans, complete and in place. Relocate existing Fire Hydrant at sta. 43+34t, including all fittings, appurtenances, temporary blow -off, pressure ^_5 a n_ 0 34. testing, pavement sawcutting and removal, excavation, 1 LS $ $ backfill, surface repair, thrust blocks and thrust restraint, �A as shown on these plans, complete and in place. Protect in place existing 12—inch and 8—inch water pipeline, including all special bracing and support, 35. shoring, shut -down coordination with City, temporary 7530 LF $ $ services, high -lining or other means to maintain the operation, service capability and integrity of existing water pipelines. 36. Remove and replace concrete drainage depression, as 20 CY $ 7�`7'.Z�t $ /%j- Z �,S- shown on these plans, complete and in lace. 37 Remove and replace concrete cross gutter, as shown on 140 Cy $G5f, PS' $ 97, /4-7 these plans, complete and in place. 38 Remove and replace concrete curb and gutter, as shown on 170 Cy $ p%/S $ /37 2!� these plans, complete and in lace, 39. Chlorination and testing of all new water mains and 1 LS Of appurtenances, complete and in place. 40. Prepare Traffic Control Plans and secure a roval s . 1 LS $/ Gi% $ OO Implement approved Traffic Control Plan. Provide traffic control throughout work area, including temporary 41. pavement markings and stripping, signage, barricades, 1 LS $ $ f `►( W p personnel and all other control measures necessary for the N duration of the project. C-13 PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No. Description Quantity Unit Unit Cost Total Cost 42 Remove existing mature tree. Grind stump and root to 24- 50 EA $ 3s �J, ! $ /7.Xf7• inches below grade. 43. Plant new 24-inch box tree per City Standards No. 714; 100 EA No. 715 2 of 3, 3 of 3 ; and Standard 718. 44. Remove and legally dispose of existing sidewalk. 50,000 SF $ /, L/ �f $ "7t#-, O0 45. Construct new sidewalk per City Standard No. 207. 50,000 SF $ $ /6,4; $DO 46. Adjust/Restore Survey Monuments and/or Ties 12 EA $�72, $ G� ¢�'• 47. Demobilization and Cleanup 1 LS $1JV1j'J, 48. Cathodic protection system J 2 /��75%I f 1 LS $ /Z 4-7 49. Shoring, Sheeting, and/or Bracing as required. S'-r SW Z3 1 $S-g�-`7, LS Total Amount for All Alternate Bid DI Items OC-9 Water Transmission Main Replacement; CC-1274 $ 2 Cityof Huntington Beach ' rVv,ZI srlw- Total Amount for Alternative Bid All Bid Items in Words 5,W6,W 73/ OvirL 7A/WSAA46 O'V Notes: 001 All extensions of unit prices will be subject to verification by the Owner. In case of variation 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. 61 74 Z3 C-14 11 11 [7 r i C fl 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 AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find 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 AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). Bidder shall signify receipt of all Addenda here, if any: Addenda No. Date Received Bidde ' 'Si nature / 7-- 7 - os C-15 I LIST OF SUBCONTRACTORS P R n u 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 and the portion of the work to be done by such subcontractor. Portion of Work Name and Address of Subcontractor State License Number Class tea- X* C 22-707 3 /4 Cora C#4 1 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 AGENCY will be furnished copies of all subcontracts entered into and bonds ' furnished by subcontractor for this project. J C-16 11 NONCOLLUSION AFFIDAVIT ' TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID ' State of California ss. ' County of Orange rd -k4 w s M , being first duly sworn, deposes and says that he er-sh is C.GO f S Q,C, . of -tv' the party making the foregoing bid that the bid is not made in thV interest of, or on the ehalf 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. A11kA1LAAJP 6AU,/Va*4A14 D r- Name of Bidder Cs+. , 1ALL . ' 00 Signature of Bidde �/OS t//&-w Address of Bidder c iZG-sz Subscribed and swornto before me this 1341^ dayof 20 06. INOTARY PUBLIC ©ommhwan 01"21% ON" cwomb oftwCou* C-17 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL ' CITY OF HUNTINGTON BEACH, CALIFORNIA ' Gentlemen: ' The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Yorktown Avenue to Warner Avenue, (l)(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: t"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. ii k The undersigned further promises and agrees that the provisions herein shall be and are binding upon any subcontractor or subcontractorsthat 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. Date: 7// ?I-!, Contractor Y Title 0 C-18 1 1 1 1 1 1 1 1 1 1 1 1 1 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, 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 A 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-19 L 1 C 0 I 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. Date: -/- Contractor n= •/ IWC By Title C-20 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Contractor 311 Title Date: Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-21 U BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Bidder Name ' Business Address •QG�so v'it IFZ6� City, State Zip ' �7� ) Telephone Number State Contractor's License No.. and Class Original Date Issued ' -7 AT / top Expiration Date The work site was inspected by �• t'�cETs,�'s of our office on , MOT' 11 The following are persons, firms, and corporations having a principal interest in this proposal: C*IAl 7— 4461 ,Ql c,of-,IAg!�0 T0n0-50A1 &ice GOB S�Z.. C-22 The undersigned is prepared to satisfy the Council of the City of Huntington Beach 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. 6AI&VZA/ r c of C6 Ate Company Name of Bidder r . T0MP!5,C� Printed or Typed Signature Subscribed and sworn to before me this l day of J' k , 200005 NOTARY COnwAftn # I N21 % "day Mft - CaMOeda OK1p COU* Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 2 C/ A r Name and Address of Public Agency Name and Telephone No. of Project Manager: 7" �f- 4-SD _ d- :? / 4,/47 : Type of Work /V c/ CLi'r"n W��� Name and Address of Public Agency Name and Telephone No. of Project Manager: 2, Jc'3 9, OZ !o Contract Amount 3. C Name and ov ! G , .Z.-/ 4��e c ,J4.4—p V-N .4s Z 7 Z &X Type of Work ® �' GGLG .-, of/cr of Public Agency Name and Telephone No. of Project Manager: Completed G I P -Y ; f-? d ; /a Gr/himove- - 2 oa.5 Contract Amount Type of Work Date Completed C-23 A, CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK JOAN L, FLYNN CITY CLERK October 4, 2005 J. Fletcher Creamer & Son, Inc. 12674 San Fernando Road Sylmar, CA 91342-3777 RE: CC-1274 — OC-9 Water Transmission Main Replacement Enclosed please find your original bid bond for CC-1274. Sincerely, �j4goj J L. Flynn ty Clerk JF:pe enclosure (Telephone: 714-536-5227) FROM J. fLETCHER CREAMER 9 SON, INC. C 0 N T R A C T 0 R 5 12874 SAN FERNANDO ROAD - SYLMAR, CALIFORNIA 91342 To: "SEALED BID" OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Yorktown to Warner Avenue Construction Contract No. 1274-Phase 2 in the City of Huntington Beach MR,; X i A 5 i� il V41, 'T A j ... 77, SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA FIRST NATIONAL INSURANCE COMPANY OF AMERICA HOME OFFICE; SAFECO PLAZA SEATTLE. WASHINGTON 9411l5 KNOW ALL BY THESE PRESENTS, That we, J. FLETCHER CREAMER & SON, INC. of 12874 SAN FERNANDO ROAD, SYLMAR, CA 91342 (hereinafter called the Principal), as Principal, and SAFECO INSURANCE COMPANY OF AMERICA(hereinafter called the Surety), as Surety, are held and firmly bound unto CITY OF HUNTINGTON BEACH, 2000 MAIN STREET, HUNTINGTON BEACH, CA 92648 (hereinafter called the Obligee) in the penal sum of TEN PERCENT OF THE TOTAL AMOUNT BID -------------- Dollars ($-10%--)for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, That WHEREAS, the Principal has submitted or is about to submit a proposal to the Obligee on a contract for OC-9 WATER TRANSMISSION MAIN REPLACEMENT IN NEWLAND STREET FROM YORKTOWN AVENUE TO NARNER AVENUE - CONSTRUCTION CONTRACT NO. 1274 - PHASE 2 - IN THE CITY OF HUNTINGTON BEACH, CA. NOW, THEREFORE, If the said Contract be timely awarded to the Principal and the Principal shall, within such time as may be specified, enter into the contract in writing, and give bond, if bond is required, with surety acceptable to the Obligee, for the faithful performance of the said Contract, then this obligation shall be void; otherwise to in remain in full force and effect. Signed and sealed this 13TH day of JULY , 2005. J. FLETCHER CREAMER & SON, INC. / BY n ss Dale A. Creamer Title & Seal Vice President n SAFECO INSURANCE COMP OF AMERICA C.� P d-A-i BY: Ad"- CHRIS REDER, AS TO SURETY CHERYL R. 'CO , ATTORNEY -IN -FACT ® SAFERA INSURANCE COWAWOk*AK OF AbER I A GENERAL INSURANCE COMPANY OF AMERICA FIRST NATIONAL INSURANCE COMPANY OF AMERICA n HOW OFFICE: SAFECO PLAZA MMECO SEATTLE. WASNNOTON Ytt/S CONSENT OF SURETY We, the undersigned, SAFECO INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Washington and authorized to do business in the State CALIFORNIA with offices at 1200 MACARTHUR BLVD., MAHWAH, NJ 07430 do hereby consent and agree with CITY OF HUNTINGTON BEACH, CA that if the foregoing proposal of J. FLETCHER CREAMER & SON, INC. for OC-9 WATER TRANSMISSION MAIN REPLACEMENT IN NEWLAND STREET FROM YORKTOWN AVENUE TO WARNER AVENUE - CONSTRUCTION CONTRACT NO. 1274 - PHASE 2 - IN THE CITY OF HUNTINGTON BEACH, CA be accepted and the contract be timely awarded and executed by J. FLETCHER CREAMER & SON, INC. we will, upon its being so awarded and entered into, become surety for the said J. FLETCHER CREAMER & SON, INC. in a sum not to exceed ONE HUNDRED PERCENT OF THE TOTAL CONTRACT AMOUNT Dollars ($---- 100% ----- )for the faithful performance and payment of said contract. Signed, sealed and dated this 13TH day of JULY, 2005. SAFECO INSURANCE COMPANY OF AMERICA BY: Ni�af Cheryl R. Coleman, Attorney -In -Fact ACKNOWLEDGMENT BY PRINCIPAL, IF A CORPORATION STATE OF NEW JERSEY COUNTY OF Bergen On this 13TH day of JULY 2005 before me personally came Dale A. Creamer to me known to be the person duly sworn, did depose and say, that he/she resides in _ Ramsey, NJ that he/sue is Vice President of J. FLETCHER CREAMER & SON, INC. the corporation described in and which executed the foregoing instrument; that he/she knew the seal of said corporation; that the seal affixed to said instrument was such corporate seal; that it was affixed by order of the Board of Directors of said corporation, and that he/she signed his/her name thereto by like order. Sworn before me the date set forth above Notary Public RAFFAELLA BEWNI NOTARY PUBLIC STATE OF NEW JERSEY MY COMMISSION EXPIRES SEPT 20. W ID # 2292025 ACKNOWLEGEMENT OF SURETY STATE OF NEW JERSEY COUNTY OF MORRIS On this 13th day of July , 2005, before me personally came Cheryl R. Coleman , to me known, who being duly sworn, did depose and say that he/she is an Attorney -In -Fact of Safeco Insurance Company of America and knows the corporate seal- thereof, that the seal -affixed to said: annexed instrument is. such corporate seal; and was thereto affixed by authority of the Power of Attorney of said Company, of which a Certified Copy is hereto attached, and that he/she signed said instrument as an Attorney-ln-Fact,ofsaid�C-ompany, by like authority:.,,-.-:. My Commission Expires o'ia.* fv CHARLOTTE GOODMAN Notary Public Notary Public Of New Jersey My Commission Expires April 21, 2008 11, S A O, POWER SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA Fa OF ATTORNEY HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON *96165 No. 12893 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint •"JEFFREY R. KANE; MARIA RODRIGM; JEROMB N. WALDOR; MARC N. WALDOR; PETHR R WA:LDOR; CHERYL R. COLEMAN; Florham?arl, New Jersey" Its true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character Issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 20th day of August ,. 2003 CHRISTINE MEAD, SECRETARY MIKE MCGAVICK, PRESIDENT CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-fn-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond ar undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or In any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such Instrument or undertaking! Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28. 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By-laws, and (ri) A copy of the power -of -attorney appointment, executed pursuant thereto, and {lii) Certifying that said power -of -attorney appointment Isin full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof.` 1, Christine Mead, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Auomey issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect IN WITNESS WHEREOF, i have hereunto set my hand and affixed the fao`mile seal of said corporation this 13TH E`4 SEAL a� 1951 � 'Fof rrws>n'�% day of JULY CHRISTINE MEAD, SECRETARY 2005 S-0;74ISAEF 2It11 e A registered trademarK of SAFECO Corporation 08.20!2X3 PDF Safeco SAFECO INSURANCE COMPANY OF AMERICA FINANCIAL STATEMENT — DECEMBER 31, 2004 Assets Cash and Bank Deposits ..................................... S (52,492,321) *Bonds — U.S Government ........................................... 251,982,058 *Other Bonds........................................................... 2,582,533,516 *Stocks .................................................................... 444,878,607 Real Estate............................................................... 9,485,908 Agents' Balances or Uncollected Premiums ................. 367,916,616 Accrued Interest and Rents .................................... 39,230,044 Other Admitted Assets ........................................... 142.067.106 Total Admitted Assets ................................... 53.785.601 534 Liabilities Unearned Premiums .............................................. S 710,499,599 Reserve for Claims and Claims Expense...................1,590,324,590 Funds Held Under Reinsurance Treaties ............... 114,417 Reserve for Dividends to Policyholders...............................836,898 Additional Statutory Reserve ................................ _ Reserve for Commissions, Taxes and Other Liabilities .............................................. 440,428.802 Total........................................................... S2,742,204,306 Capital Stock ............................. S 5,000,000 Paid in Surplus................................233,187,958 Unassigned Surplus ................... 805.209.270 Surplus to Policyholders .......................... 1,043,397,228 Total Liabilities and Surplus .............................. S3.785.6111,534 Bonds are stated at amortized or investment value; Stocks at Association Market Values. G c' Securities carried at $153.000,775 are deposited as required by law. SEAL a � ail 195� F� I, MICHAEL C. PETERS, president of SAFECO Insurance Company, do hereby certify that the foregoing is a true, and correct statement of the Assets and Liabilities of said Corporation, as of December 31, 2004, to the best of my knowledge and belief. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Corporation at Seattle, Washington, this Ist day of March, 2005. President S-1252a 3/02 ® A registered trademark of SAFECO Corporation n PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No. Description Quantity Unit Unit Cost Total Cost 1. Mobilization 1 LS $aoo ooc $ aoo Iwo Furnish and install 24-inch PVC pipeline C905, CL235 from sta 61+83± to sta 138+16± with nitrile (NBR) gaskets, including all fittings, and appurtenances, 2. temporary blow -off, pressure testing, cathodic protection 7196 LF $ $ on DI fittings, pavement sawcutting and removal, Ook�;'�" excavation, backfill, surface repair, and thrust restraint, as �b3i 0Z®` Oo shown on these plans, complete and in place. / Furnish and install 20-inch PVC pipeline C905, CL235 from sta 10+00 to sta 61+83± with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow- 3. off, pressure testing, cathodic protection on DI fittings, 4956 LF $ J $ .00 $ pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these 1 Tans, complete and in place. Remove existing 8-inch ACP pipeline and replace with new 8-inch PVC C900, CL200 from sta 95+50± to sta 95+96± with nitrile (NBR) gaskets, including all fittings, 4 and appurtenances, cut -in valves temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI' fittings, m �— pavement sawcutting and removal, excavation, backfill, ►N ,act %%k coo surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove existing 8-inch ACP pipeline and existing 8-inch valve and replace with new 8-inch PVC C900, CL200 from sta 114+92± to stall65+34± with nitrile (NBR) 5 gaskets, including all fittings, and appurtenances, cut -in 1 LS $ $ valves temporary blow -off, pressure testing, cathodic protection on DI fittings, pavement sawcutting and $�000'� a.b � coo removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install 12" cut -in gate valve, including valve 6. box concrete thrust block and appurtenances, cathodic 1 EA $ $ protection on DI fittings, complete and in place. ''1, W r1, S 00 Furnish and install 20" butterfly valve, including valve 7. box and appurtenances, cathodic protection on DI fittings, 5 EA $ $ complete and in place. b ACO a-xgon C-2 H H H PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No. Description Quantity Unit Unit Cost Total Cost Furnish and install 24" butterfly valve, including valve 8. box and appurtenances, cathodic protection on DI fittings, 4 EA $ $ complete and in place. 9,noo� 3.91bobe� Connect proposed 20" water transmission main to existing 30" main at sta 10+00, including all fittings; 30" Butterfly 9. valves, appurtenances, excavation, backfill, surface repair, 1 LS $ $ and thrust restraint, as shown on these plans, complete and 501000 Qs. So 000 in place. Connect proposed 24" water transmission main to existing Phase 1 water main at sta 138+16.17, including all fittings, 10. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ excavation, backfill, surface repair, and thrust restraint, as 11,400'o rl too shown on these plans, complete and in place. Furnish and install pump out assemblies, including all 11. valving, fittings, and appurtenances, cathodic protection 5 EA $ $ on DI fittings, as shown on these plans, complete and in s %g- lace. 'b.01000 %oo t 000 Furnish and install air release assemblies, including all 12 valving, fittings, and appurtenances, cathodic protection 5 EA $ $ on DI fittings, as shown on these plans, complete and in to �. lace. S,Soo a�1,Soo Furnish and install air and vacuum assemblies, including 13. all valving, fittings, and appurtenances, cathodic 13 EA $ protection on DI fittings, as shown on these plans, 5r000 65, 0oa complete and in place. 14. Protect in place existing service lateral as shown on these 19 EA $ •= $ �- 0% plans. Soo , Soo Relocate existing service lateral, including all fittings, and appurtenances, meter set, angle stop, meter box, 15. corporation stop, tapping saddle, pavement sawcutting and 10 EA $ so $ removal, excavation, backfill, surface repair, as shown on t0,300 {e'!, 000 these plans, complete and in place. Furnish and install 20" siphon from sta. 35+80f to sta. 36+74f, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 16. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust It t , soon eQ �'pO blocks and thrust restraint, as shown on these plans, complete and in place. C-3 I I 0 L PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Cost Total Cost Furnish and install 20" siphon from sta. 39+50t to sta. 39+75f, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 17. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust ���°p° a.�,000 blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 44+53f to sta. 44+81±, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 18. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust is aT11000 ZA coo s- blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 52+94f to sta. 53+26t, including all fittings, and appurtenances temporary blow -off, pressure testing, cathodic protection 19. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust aB,000 up 14bicoo blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 59+91f to sta. 60+27f, including all . fittings, and appurtenances temporary blow -off, pressure testing, cathodic protection 20. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust A a'bc°QO � a8'°oo blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 24" siphon from sta. 61+96f to sta. 62+64f, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 21. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust sa �- blocks and thrust restraint, as shown on these plans, 50� 00o SO, ono complete and in place. C-4 r H 11 I P PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No. Description Quantity Unit Unit Cost Total Cost Furnish and install 24" siphon from sta. 63+58f to sta. DES.. -Tv b 64+46f, including all fittings, and appurtenances, 'INq ADpF'VA temporary blow -off, pressure testing, cathodic protection 22. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ _].. $ and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 8" siphon from sta. 68+12t to sta. 68+36±, including all fittings, and appurtenances, cut -in valves, temporary blow -off, pressure testing, cathodic 23. protection on DI fittings, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface o0 repair, thrust blocks and thrust restraint, as shown on these 35,wo VS,000 plans, complete and in place. Furnish and install 24" siphon from sta. 115+43t to sta. 116+16f, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 24. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ ,p $ and removal, excavation, backfill, surface repair, thrust 15b,000 3g,000 blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 24" siphon from sta. 127+50t to sta. 127+80±, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 25. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust X%, oco 000 blocks and thrust restraint, as shown on these plans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 11+00, including all valves, fittings, 26 appurtenances, temporary blow -off, pressure testing, 1 LS $ $ cathodic protection on DI fittings, excavation, backfill, so�'— surface repair, and thrust restraint, as shown on these 15,cab0 1 S, 000 Tans, complete and in place. io C-5 H H H 1 h E PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Unit Cost Total Cost Connect proposed 20" water transmission main to existing 12" main at sta 35+75, including all valves, fittings, 27 appurtenances, temporary blow -off, pressure testing, 1 LS $ $ cathodic protection on DI fittings, excavation, backfill, 15 `aw 22- I `' ` o00 surface repair, and thrust restraint, as shown on these Tans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 6" pipeline at sta. 40+14 ±, including 28 all valves, fittings, appurtenances, temporary blow -off, 1 LS $ e_ $ pressure testing, cathodic protection on DI fittings, �►o,000 a� .o � o00 excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 8" pipeline at sta. 49+75 ±, including 29 all valves, fittings, appurtenances, temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, I s'eac " '-s * 000 excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 61+83, including all valves, fittings, 30. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ cathodic protection on DI fittings, excavation, backfill, S surface repair, and thrust restraint, as shown on these a5,oeo ads, 000 ' Tans, complete and in place. Connect proposed 24" water transmission main to existing 12" main at sta 88+23, including all valves, fittings, 31. appurtenances, temporary blow -off, pressure testing, 1 LS $ A— $ cathodic protection on DI fittings, excavation, backfill, V^ ,"o %h coo !� ` surface repair, and thrust restraint, as shown on these Tans, complete and in place. Connect proposed 24" water transmission main to existing 12" main at sta 116+77, including all valves, fittings, 32 appurtenances, temporary blow -off, pressure testing, 1 LS $ $ cathodic protection on DI fittings, excavation, backfill, Ot O°0 '= %9' o00 surface repair, and thrust restraint, as shown on these I Tans, complete and in place. C-6 0 k 0 0 P C� PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.Relocate Description Quantity Unit Unit Cost Total Cost existing Fire Hydrant at sta. 29+78f, including all fittings, and appurtenances, temporary blow -off, 33. pressure testing, cathodic protection on DI fittings, 1 LS $ $ pavement sawcutting and removal, excavation, backfill, As surface repair, thrust blocks and thrust restraint, as shown q two on these pTans, complete and in place. Relocate existing Fire Hydrant at sta. 43+34f, including all fittings, and appurtenances, temporary blow -off, 34. pressure testing, cathodic protection on DI fittings, 1 LS $ $ pavement sawcutting and removal, excavation, backfill, it o0 surface repair, thrust blocks and thrust restraint, as shown i�'°0O ��'`°°° on these plans, complete and in place. Protect in place existing 12—inch and 8—inch water pipeline, including all special bracing and support, 35. shoring, shut -down coordination with City, temporary 7530 LF $ $ services, high -lining or other means to maintain the '1 operation, service capability and integrity of existing water 530 pipelines. 36. Remove and drainage as �lansecom eared 20 CY $ $Auf%o shown on these let in ate.depression, $38� 37 Remove and replace concrete cross gutter, as shown on 140 CY $ m $ these plans, complete and in place. S INT% "Slytto 38 Remove and replace concrete curb and gutter, as shown on 170 CY $ $ these plans, complete and in lace, �, oat %V%S 39. Chlorination and testing of all new water mains and 1 LS $ r $ appurtenances, complete and in place. a5 fto -s.5 ow 40. Prepare Traffic Control Plans and secure a rovals . 1 LS 34=o1°' 3%t Implement approved Traffic Control Plan. Provide traffic control throughout work area, including temporary 41. pavement markings and striping, signage, barricades, 1 LS $ $ personnel and all other control measures necessary for the as L duration of the project. -*Slew as, am 42 Remove existing mature tree. Grind stump and root to 24- 50 EA $ inches below grade .e — kt o 4s 43. Plant new 24-inch box tree per City Standards No. 714; 100 EA qjl- °t'6i , dO . o No. 715 2 of 3; 3 of 3); and Standard 718. 4 s% 44. Remove and legally dispose of existing sidewalk. 50,000 SF 5 45. Construct new sidewalk per City Standard No. 207 50,000 SF q c — 46. Adjust/Restore Survey Monuments and/or Ties 12 EA $ $ C-7 h 7 L k h I PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.47. Description Quantity Unit Unit Cost Total Cost Demobilization and Cleanup 1 LS $ ro $ %O 48. Shoring, Sheetin , and/or Bracing as required. 1 LS Total Amount for All Base Bid PVC Items OC-9 Water Transmission Main Replacement; CC-1274 $ G f 513 5'76. c)d Cityof Huntington Beach 1 I Total Amount for Base Bid All Bid Items in Words , v 6 Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation 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. &f C-8 k 0 n k k I I PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.1. Description Quantity Unit Unit Cost Total Cost Mobilization 1 LS a° $ q0. Furnish and install 24-inch DI pipeline C150, CL250 from sta 61+83± to sta 138+16± with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow- 2. off, pressure testing, polyethylene encasement, pavement 7196 LF $ $ sawcutting and removal, excavation, backfill, surface 203.00 repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20-inch DI pipeline C150, CL250 from sta 10+00 to sta 61+83± with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow- 3. off, pressure testing, polyethylene encasement, pavement 4956 LF $ $ sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove existing 8-inch ACP pipeline and replace with new 8-inch PVC C900, CL200 from sta 95+50± to sta 95+96± with nitrile (NBR) gaskets, including all fittings, 4 and appurtenances, cut -in valves temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, 0= pavement sawcutting and removal, excavation, backfill, °"� surface repair, and thrust restraint, as shown on these surface Tans, complete and in place. Remove existing 8-inch ACP pipeline and existing 8-inch valve and replace with new 8-inch PVC C900, CL200 from sta 114+92± to stall65+34± with nitrile (NBR) 5 gaskets, including all fittings, and appurtenances, cut -in 1 LS $ $ valves temporary blow -off, pressure testing, cathodic so, protection on DI fittings, pavement sawcutting and 11%(ceo a%, o00 removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install 12" cut -in gate valve, including valve 6. box concrete thrust block and appurtenances, cathodic 1 EA $ $ $ w protection on DI fittings, complete and in place. rl'800 V1, % — 7 Furnish and install 20" butterfly valve, including valve 4 EA $ � $ 76/dmdo box and appurtenances, complete and in place. ro 8 Furnish and install 24" butterfly valve, including valve 4 EA $ w $_ box and appurtenances, complete and in lace. �tioc ,1� C-9 k H 1-1 n fl PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No. Description Quantity Unit Unit Cost Total Cost Connect proposed 20" water transmission main to existing 30" main at sta 10+00, including all fittings, 30" Butterfly 9. valves, appurtenances, temporary blow -off, pressure 1 LS $ $ testing, excavation, backfill, surface repair, and thrust so l am * S o, aeo restraint, as shown on these plans, complete and in place. Connect proposed 24" water transmission main to existing phase 1 water main at sta 138+16.17, including all fittings, 10. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ excavation, backfill, surface repair, and thrust restraint, as ti I%m'� `- shown on these plans, complete and in place. Furnish and install pump out assemblies, including all 11. valving, fittings, and appurtenances, as shown on these 5 EA $ $ as fans, complete and in place. ao two %001 o00 Furnish and install air release assemblies, including all 12 valving, fittings, and appurtenances, cathodic protection 5 EA $ $ on DI fittings, as shown on these plans, complete and in 5,scrj am Soo �- place. Furnish and install air and vacuum assemblies, including 13. all valving, fittings, and appurtenances, as shown on these 13 EA $ $ 5I o D $ Tans, complete and in place. 14. Protect in place existing service lateral as shown on these 19 EA $ ,se $ w- Tans. SW 9.Sco Relocate existing service lateral, including all fittings, and appurtenances, meter set, angle stop, meter box, 15. corporation stop, tapping saddle, pavement sawcutting and 10 EA $ $ removal, excavation, backfill, surface repair, as shown on e,�oo�"- 003, coo °0— these plans, complete and in place. Furnish and install 20" siphon from sta. 35+80t to sta. 36+74t, including all fittings, appurtenances, temporary 16. blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface %+1 Sao .o `}I, repair, thrust blocks and thrust restraint, as shown on these Soo Tans, complete and in place. Furnish and install 20" siphon from sta. 39+50f to sta. 39+75+, including all fittings, appurtenances, temporary 17 blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface ��' O°p «, �� `moo ` repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. C-10 0 H H u I k PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Cost Total Cost Furnish and install 20" siphon from sta. 44+53f to sta. 44+81f, including all fittings, appurtenances, temporary 18 blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface anewoA 010 -art `000 repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 52+94f to sta. 53+26f, including all fittings, appurtenances, temporary 19. blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface albfabo99 asi0 e0 repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 20" siphon from sta. 59+91t to sta. 60+27f, including all fittings, appurtenances, temporary 20 blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface aa�9s a�000� repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 24" siphon from sta. 61+96f to sta. 62+64±, including all fittings, appurtenances, temporary 21 blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface 'SO(wo�- SO(OWw repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 24" siphon from sta. 63+58f to sta. 64+46f, including all fittings, appurtenances, temporary pt QD 22 blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 24" siphon from sta. 115+43f to sta. 116+16±, including all fittings, appurtenances, temporary 23 blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface 3B 'noo — 3b, 000 repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. C-11 l 0 H I n H C H PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.Furnish Description Quantity Unit Unit Cost Total Cost and install 24" siphon from sta. 127+50f to sta. 127+80±, including all fittings, appurtenances, temporary 24 blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these a.\ 1000� 000 plans, complete and in place. Furnish and install 8" siphon from sta. 68+12± to sta. 68+36±, including all fittings, and appurtenances, cut -in valves, temporary blow -off, pressure testing, cathodic 25. protection on DI fittings, pump out assembly, pavement 1 LS $ $ so sawcutting and removal, excavation, backfill, surface �S, cao 35, %0 repair, thrust blocks and thrust restraint, as shown on these fans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 11+00, including all valves, fittings, 26. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ •o excavation, backfill, surface repair, and thrust restraint, as .a } 5,coo %6" cco shown on these plans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 35+75, including all valves, fittings, 27. appurtenances, temporary blow -off, pressure testing, 1 LS $ da $ excavation, backfill, surface repair, and thrust restraint, as t 5,0m s ,coo shown on these plans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 6" pipeline at sta. 40+14 ±, including 28 all valves, fittings, appurtenances, temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, ba '�� �� •= ao o00 excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 8" pipeline at sta. 49+75 ±, including 29 all valves, fittings, appurtenances, temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, I S'000 %S,aoo� excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 61+83, including all valves, fittings, 30. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ ,90, excavation, backfill, surface repair, and thrust restraint, as o ass, Do shown on these plans, complete and in place. C-12 0 h u H I fl H n PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.Connect Description Quantity Unit Cost Unit Total Cost proposed 24" water transmission main to existing 12" main at sta 88+23, including all valves, fittings, 31. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ excavation, backfill, surface repair, and thrust restraint, as MIC00 e: 111000 shown on these plans, complete and in place. Connect proposed 24" water transmission main to existing 12" main at sta 116+77, including all valves, fittings, 32. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ excavation, backfill, surface repair, and thrust restraint, as ►q,«off 1q,000� shown on these plans, complete and in place. Relocate existing Fire Hydrant at sta. 29+78f, including all fittings, appurtenances, temporary blow -off, pressure 33. testing, pavement sawcutting and removal, excavation, 1 LS $ $ backfill, surface repair, thrust blocks and thrust restraint, y , *Do .o 6% , oop — as shown on these plans, complete and in place. Relocate existing Fire Hydrant at sta. 43+34f, including all fittings, appurtenances, temporary blow -off, pressure 34. testing, pavement sawcutting and removal, excavation, 1 LS $ $ so backfill, surface repair, thrust blocks and thrust restraint, »,oeo as shown on these plans, complete and in place. Protect in place existing 12—inch and 8—inch water pipeline, including all special bracing and support, 35. shoring, shut -down coordination with City, temporary 7530 LF $ $ services, high -lining or other means to maintain the gh g o,�d. eo operation, service capability and integrity of existing water 1 1 S3O pipelines. 36. Remove and replace concrete drainage depression, as 20 CY $ $ %L shown on these plans, complete and in place. , 37 Remove and replace concrete cross gutter, as shown on 140 CY $ $ these plans, complete and in place. %%s nto 38 Remove and replace concrete curb and gutter, as shown on 170 CY $ $ these plans, complete and in lace, o n� 1'�S 1`1000 39. Chlorination and testing of all new water mains and 1 LS $ $ OR appurtenances, complete and in place. aS gaoo INS Goo 40. Prepare Traffic Control Plans and secure a roval s . 1 LS $-6 "' $ -s t o00 2-0 Implement approved Traffic Control Plan. Provide traffic control throughout work area, including temporary 41. pavement markings and stripping, signage, barricades, 1 LS $ $ } personnel and all other control measures necessary for the 'astato duration of the project. C-13 U H H [1 n L PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.42 Description Quantity Unit Unit Cost Total Cost Remove existing mature tree. Grind stump and root to 24- 50 EA $ $ 0L inches below grade. *80M aw 43. Plant new 24-inch box tree per City Standards No. 714; 100 EA $ `- $ `s No. 715 2 of 3; 3 of 3); and Standard 718. 'tee "k-8 1 %00 44. Remove and legally dispose of existing sidewalk. 50,000 SF $ o = 00 $ %V6 soo 45. Construct new sidewalk per City Standard No. 207. 50,000 SF $ 3 16 $ be 1 q 46. Adjust/Restore Survey Monuments and/or Ties 12 EA $ ,ris it $ % VIM •s 47. Demobilization and Cleanup 1 LS $ `o +� aQ $101000 48. Cathodic protection system 1 LS $ m $ M 000 ffi 49. Shoring, Sheeting, and/or Bracing as required. 1 LS $ a5 , $ $ a °:- Total Amount for All Alternate Bid DI Items OC-9 Water Transmission Main Replacement; CC-1274 $ 2 yjry pp City of Huntington Beach Total Amount for Alternative Bid All Bid Items in Words kw MIU-1p,V �ivo 90.V00-0 �RlY�ivE%f�b�,�.vr� �riRhb Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation 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. W �vf C-14 M'�.A � CITY OF HUNTINGTON BEACH 6 2000 Main Street P.O.Box 190 California 92648 Robert F. Beardsley, P.E. Department of Public Works Director CITY OF HUNTINGTON BEACH (714) 536-5431 OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Yorktown Avenue to Warner Avenue CONSTRUCTION CONTRACT NO. CC1274: PHASE 2 BID ADDENDUM No. 1 July 6, 2005 The following ADDENDUM 1 shall be made part of the Contract Documents, and the bidder shall acknowledge receipt thereof as specified below. Revisions are made to the Contract Documents as specified on the following pages 2-3. Each bidder shall acknowledge receipt and acceptance of this Addendum 1 by signing in the space provided below. Bidder shall submit the signed acknowledgement with their bid. Sincerely, CITY OF HUNTINGTON BEACH By: �- eborah D ow Associate Civil Engineer Receipt acknowledged and conditions agreed to this -4 day of July, 2005. CC-1274 Addendum 1 Page 1 of 3 ADDENDUM No. 1 OC-9 Water Transmission Main Pipeline in Newland Street from Warner Avenue to Yorktown Avenue Construction Contract No. 1274- Phase 2 1. Class DIP Bidders shall revise Bid Item No. 2, of the project Bid Schedule B (page C-9 of the project specifications) to read: "Furnish and install 24-inch DI pipeline C150, CL200 from sta 61+83+/- to sta 138+16+/- with nitrile (NBR) gaskets. Furnish and install all fittings, and appurtenances, temporary blow -off, pressure testing, polyethylene encasement, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place." 2. Bid Item Nos. 21, 22 Bidders shall make the following revisions to both Bid Schedule A (pages C-4 and C-5 of the project specifications) and Bid Schedule B (page C-11 of the project specifications): (A) Revise Bid Item No. 21 to read: "Furnish and install 24" siphon from sta 61+96+/- to sta 64+46+/- , including all fittings, and appurtenances, temporary blow offs, pressure testing, cathodic protection on DI fittings, pump out assembly, pavement sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place." (B) Delete Bid Item No. 22 in its entirely. 3. Contract time There was an inconsistency in the project specifications. Bidders shall revise Section 6- 7.1 on page E-10 of the project specifications to read as follows: "The time within which the Work must be completed by the Contractor is fixed at 160 working days, starting from and after the date in the 2nd Notice to Proceed with the Work, exclusive of maintenance periods." CC-1274 Addendum 1 Page 2 of 3 4. Contract Award It is anticipated that the construction contract will be awarded by the Huntington Beach City Council at their regular meeting on August 15, 2005. It is anticipated that the first Notice to Proceed (for materials procurement) will be issued shortly after October 1, 2005. It is anticipated that the second Notice to Proceed (with physical site construction work) will be issued on or about January 2, 2006. 5. Bid Proposal Several of the bound project specifications purchased form the City also included an "unbound" loose bid proposal (i.e. Specification Section C: PROPOSAL.) Bidders are hereby instructed to disregard this loose bid proposal. Bidders shall make a photocopy of the bid proposal Section C found in the bound project specifications, and submit this as their bid. 6. Bid Alternatives Bidders are not required to submit bids on both alternatives. 7. Slurry Seal There is no slung seal required for this project. Bidders shall delete note 8 from the Trench Replacement Detail found on plan sheet 15. 8. Compaction Testing Compaction testing shall not be provided by the contractor. 9. Survey services Survey services shall be provided by the contractor, in accordance with the construction documents. Prepared by: A 07 a� dS— eborah De Bo , P.E. Date Associate Civil Engineer CC-1274 Addendum 1 Page 3 of 3 ' f the BIDDER' If awarded the Contract, the undersigned agrees that m the event o S default in ' executing the required contract and filing the necessary bonds and insurance certificates within 10 working days after the date of the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and ' this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find N&J,-'s &k in the amount of $ NO af I& 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 AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). ' Bidder shall signify receipt of all Addenda here, if any: k C Addenda No. Date Received Bidder's Signature I 7 /3-1 05 ` C-15 L ' 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 and the portion of the work to be done by such subcontractor. h Portion of Work Name and Address of Subcontractor State License Number Class f V11O- A dORANR1 CA RtiG(etc v TRH �jPi �P��uG �►4�ctc�� �� 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 AGENCY will be furnished copies of all subcontracts entered into and bonds ' furnished by subcontractor for this project. C-16 I I F 0 NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. Countyof0kMXgt Los Angeles n sm i s t er , being first duly sworn, deposes and says that ft or she is Corporate Agent of J. Fletcher CrPamPr 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. Bree Zinsmeister Name of Bidder 12874 San FPrnandn Rnnd Address of Bidder Sylmar, Ca., 91342 Subscribed and sworn to before me this 13 th day of 2 TERRELL L. MARONEY Commission # 1339344 Z S Notary Public - Califomla San Diego County My Comm. Expires Jan 12, 2006 NOTARY PUBLIC NOTARY SEAL C-17 P UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the ' contract, known as the OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Yorktown Avenue to Warner Avenue, (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. h 0 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. Date: July 13, 2005 J. Fletcher CrPAMPr & qnn, Inc, Contractor 466 Breetpr By Corporate Agent Title C-18 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, 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 XNo 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-19 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. L ril U r I Date: July 13, 2005 T. F1 Ptr-hPr Cr_eamPr & gonT Inr Contractor Bree Zinsm s er By Corporate Agent Title C-20 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: J. Fletcher Creamer & Son, Inc. Bidder Name 12874 San Fernando Road Business Address Sylmar CA 91342 City, State Zip ( 81 8) 367. 9748 X _306 Telephone Number 587920 "A" State Contractor's License No. and Class Original Date Issued 2/28/2006 Expiration Date The work site was inspected by S , g P our office on , 20 oS The following are persons, firms, and corporations having a principal interest in this proposal: See a'Ao,eVx(� C_22 COMPANY OFFICERS & HOME ADDRESSES J. Fletcher Creamer, CEO* 216 Bears Wood Road Chief Executive Officer ** Park Ridge, NJ 07656 J. Fletcher Creamer, Jr.* 158 Ashley Place President ** Park Ridge, NJ 07656 Glenn L. Creamer* 175 Chestnut Ridge Road Executive Vice President Saddle River, NJ 07458 Dale A. Creamer* 426 Airmount Avenue Vice President/Assistant Ramsey, NJ 07446 Treasurer John L. Martin 3 Newark Avenue Treasurer Westwood, NJ 07675 George Kreis 47 Mill Road Vice President of Woodcliff Lake, NJ 07675 Operations Anthony C. Suppa 150 Glengarry Lane Vice President/Assistant Hainesport, NJ 08036 Secretary Christine Valiante 201 Yorktown Blvd. Assistant Secretary Hammonton, NJ 08037 Brad R. Jorrey RD #2, Box 755 Vice -President -Heavy Bart Bull Road Construction Middletown, NY 10940 Joseph T. Walsh 23 Winding Brook Way Vice President -Utilities Shrewsbury, NJ 07702 Andrew C. Wood 40 Sheffield Road Chief Financial Officer Summit, NJ 07901 Estelle R. Marafino 41 Van Orden Road Corporate Secretary Harrington Park, NJ 07640 Juergen R. Hoheinz 250 Kipp Avenue Assistant Secretary Hasbrouck Heights, NJ 07604 Incorporated Under The Laws of the State of New Jersey June 16, 1954 *Board of Directors **These individuals own 10% or more of the stock of J. Fletcher Creamer & Son, Inc. The undersigned is prepared to satisfy the Council of the City of Huntington Beach 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. Name Signature of Bidder Bree Zinsmeister Printed or Typed Signature Subscribed and sworn to before me this 13 tUay of July , 20ft. 05 TERRELL L. MARONEY Commission * 1339344 z Notary Public - California San Diego County NOTARY PUBLIC %MY Comm- 610M,1sn 12, MW NOTARY�SE1 L Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 5 2e 1. 2. 3. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount Type of Work Name and Address of Public Agency Name and Telephone No. of Project Manager: Date Completed Date Completed Contract Amount Type of Work Date Completed C-23 J. Fletcher Creamer & Son, Inc. List of Successful Most Recent Projects for the Company Year Project Name Owner Contact / Phone No. T Construction Costs Etiwanda Extension & Whittram Ave. Inland Empire Utilities Agency 2004 Recycled Water Pipeline RP-1 6075 Kimball Avenue, Bldg. B Nasrin Maleki $ 2,148,804.50 12-20" PVC & 30 CIVIL & C Chino, CA 91710 909-993-1696 Water Reuse Project City of San Luis Obispo John Moss 2004 7.6 miles of 8" thru 20" DIP 955 Morro Street 805-781-7220 $ 5,054,528.50 Recycled Water Mains San Luis Obispo, CA 93401 Ocean Blvd. Utilities The Port of Long Beach David Fargo 2002 Relocation 925 Harbor Plaza 562-590-4172 $ 3,826,997.00 8-20" DIP Long Beach, CA 90802 2,849 LF 15" gravity sewer & City of Carlsbad Sheri Howard $ 648,979.00 2002 2,230 LF of force main 1635 Faraday Avenue 760-602-2460 Carlsbad, CA 92008 Water Recycling Facilities Padre Dam Municipal Water District AI Lau $ 1,347,745.00 2002 Force Main 10887 Woodside Ave. 619-596-1804 Santee, CA 92072 J. RITCHIR CRIAMIR C SON, INC. To Whom It May Concern: This will confirm that Natalie Bree Zinsmeister, of J. Fletcher Creamer & Son, Inc., has authority to sign bids for work to be performed on behalf of the Company. J. FLETCHER CREAMER & SON, INC. By: ?,r J. P6cher Creamer, Jr., President Attest: - Seal Ju e . Hofheinz, Assistant S cr tary CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK JOAN L. FLYNN CITY CLERK October 4, 2005 Majich Bros., Inc. PO Box 337 Altadena, CA 91003-0337 RE: CC- 1274 — OC-9 Water Transmission Main Replacement Enclosed please find your original bid bond for CC-1274. Sincerely, an L. Flynn ity Clerk JF:pe enclosure (Telephone: 714-536-6227 ) SAFECO insurance Company S A F E C O" Po Box 34526 T Seattle, WA 98124-1526 FIRST NATIONAL SURETY r BID BOND Conforms with The American Institute of Architects, A.I.A. Document No. A-310 KNOW ALI, BY THESE PRESENTS, That we, Maiich Bros., Inc. as Principal, hereinafter called the Principal, and the FIRST NATIONAL INSURANCE COMPANY OF AMERICA of 120 Vantis, Aliso Viejo, CA 92656 a corporation duly organized under the laws of the State of Washington as Surety, hereinafter called the Surety, are held and finniv bound unto City of Huntington Beach as Obligee, hereinafter called the Obligee, in the sum of Ten Percent of the Total Amount Bid in --------------------------------------------------- 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 OC-9 Water Transmission Main Replacement Contract No. 1274 - Phase 2 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. Signed and sealed this 11th day of July 2005 Majich Bros., Inc. (Seal) Principal Witness — %ze?4$ Title FIRST NATION INSURANCE COMPANY OF AMERIC Witness { By _ gene T. odl no Atto1-±lev-I'll -fact I 5-0054/FNEF 12100 ® A registered trademark of SAFECO Corporation FRP IMPORTANT NOTICE TO SURETY BOND CUSTOMERS REGARDING THE TERRORISM RISK INSURANCE ACT OF 2002 As a surety bond customer of one of the SAFECO insurance companies (SAFECO Insurance Company of America, General Insurance Company of America, first National Insurance Company of America, American States Insurance Company or American Economy Insurance Company), it is our duty to notify you that the Terrorism Risk Insurance Act of 2002 extends to "surety insurance". This means that under certain circum- stances we may be eligible for reimbursement of certain surety bond losses by the United States government under a formula established by this Act. Under this formula, the United States government pays 90% of losses caused by certified acts of terrorism that exceed a statutorily established deductible to be paid by the insurance company providing the bond. The Act also establishes a $100 billion cap for the total of all losses to be paid by all insurers for certified acts of terrorism. Losses on some or all of your bonds may be subject to this cap. This notice does not modify any of the existing terms and conditions of this bond, the underlying agreement guaranteed by this bond, any statutes governing the terms of this bond or any generally applicable rules of law. At this time there is no premium change resulting from this Act. 56248 3/03 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT No.5907 State of California County of Orange On July 112005 before me, Patricia M. White, Notary DATE NAME, TITLE OF OFFICER - E.G., "JANE DOE, NOTARY PUBLIC' personally appeared Eugene T.Zondto**************************************************************** NAME(S) OF SIGNER(S) ® personally known to me -OR- ❑ proved tome 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. W{ MM M. WHO Conxnpdon #E 1553"4 ange CouW qff,MVCornrn. Notary WITNESS my hand and official seal. E)q*o a Mar 1 b. 2009 SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE(S) ❑ PARTNER(S) H LIMITED GENERAL ® ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 5 4067/GFFF 9/9R © 1993 NATIONAI. NOTARY ASSOCIATION • R93R ROMMPt Avc P r) An, 71 RA . r`,.,nn, D­rA 01 zno_71 an POWER OF ATTORNEY Safeco Insurance Companies PO Box 34526 Seattle, WA 98124-1526 No. 8063 KNOW ALL BY THESE PRESENTS: That FIRST NATIONAL INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint ******WILLIAM R. CURTIS; JUDY GRANDUSKY; LOURDES LANDA; JOHN MONROE; PATRICIA M. WHITE; EUGENE T. ZONDLO; Irvine, California***** its true and lawful attomey(s)-in-fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business, and to bind FIRST NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duty executed by its regularly elected officers at its home office. IN WITNESS WHEREOF, FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents this 8th day of June STEPHANIE DALEY-WATSON, SECRETARY MIKE PETERS, PRESIDENT, SURETY CERTIFICATE Extract from the By -Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA: 2005 "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power -of -attorney appointment, executed pursuant thereto, and (iii) Certifying that said power -of -attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, Stephanie Daley -Watson, Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed the facsimile seal of said corporation this 11th day of July , 2005 ;va""ca oR a,t� pie —s ♦ STEPHANIE DALEY-WATSON, SECRETARY S-1049/DF 4105 Safeco and the Safeco logo are registered trademarks of Safeco Corporation. WEB PDF f Ate CITY OF HUNTINGTON BEACH 2000 Main Street P. O. B o x 1 9 0 C a l i f o r n i a 9 2 6 4 8 Robert F. Beardsley, P.E. Department of Public Works Director (714) 536-5431 CITY OF HUNTINGTON BEACH OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Yorktown Avenue to Warner Avenue CONSTRUCTION CONTRACT NO. CC1274: PHASE 2 BID ADDENDUM No. 1 July 6, 2005 The following ADDENDUM 1 shall be made part of the Contract Documents, and the bidder shall acknowledge receipt thereof as specified below. Revisions are made to the Contract Documents as specified on the following pages 2-3. Each bidder shall acknowledge receipt and acceptance of this Addendum 1 by signing in the space provided below. Bidder shall submit the signed acknowledgement with their bid. Sincerely, CITY OF HUNTINGTON BEACH . BY Deborah De Associate Civil Engineer Receipt acknowledged and conditions agreed to this 13'fx day of July, 2005. Bidder: Signature �G-mc-AS Title CC-1274 Addendum 1 Page 1 of 3 ' SECTION C PROPOSAL for the ' OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Yorktown Avenue to Warner Avenue ' CONSTRUCTION CONTRACT No.1274 - Phase 2 in the CITY OF HUNTINGTON BEACH ' TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: 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 therefore, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. 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 I't Notice to Proceed will be issued with the execution of the contract for materials procurement only (materials shall include but not be limited to piping, valves, fittings, and any long lead-time ' items). The 2nd Notice to Proceed will be issued to the undersigned following the submittal of proof of materials procurement (with a firm delivery date) and has obtained written approval from the AGENCY for the undersigned's construction schedule. Upon the issuance of the 2na ' Notice to Proceed the undersigned shall commence with the physical site work thereafter and shall complete all work within a one hundred sixty {1601 working day Construction Period. ' Bid Schedule A is the "Base Bid PVC Pipe". Bid Schedule B is the "Alternate Bid Ductile Iron Pipe. The City shall award the contract on the basis of the lowest responsive bid. 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 AGENCY 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 AGENCY of the guaranty accompanying this proposal. 1 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 AGENCY 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. If at such time the contract is not awarded, the AGENCY 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 govem over figures. C-1 I u h u 0 I PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.1. Description Quantity Unit Unit Cost Total Cost Mobilization 1 LS $ $ Furnish and install 24-inch PVC pipeline C905, CL235 from sta 61+83± to sta 138+16± with nitrile (NBR) gaskets, including all fittings, and appurtenances, 2. temporary blow -off, pressure testing, cathodic protection 7196 LF $ $ on DI fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20-inch PVC pipeline C905, CL235 from sta 10+00 to sta 61+83± with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow- 3. off, pressure testing, cathodic protection on DI fittings, 4956 LF $ $ pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. Remove existing 8-inch ACP pipeline and replace with new 8-inch PVC C900, CL200 from sta 95+50± to sta 95+96± with nitrile (NBR) gaskets, including all fittings, 4 and appurtenances, cut -in valves temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. Remove existing 8-inch ACP pipeline and existing 8-inch valve and replace with new 8-inch PVC C900, CL200 from sta 114+92± to stall65+34± with nitrile (NBR) 5 gaskets, including all fittings, and appurtenances, cut -in 1 LS $ $ valves temporary blow -off, pressure testing, cathodic protection on DI fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install 12" cut -in gate valve, including valve 6. box concrete thrust block and appurtenances, cathodic 1 EA $ $ protection on DI fittings, complete and in place. Furnish and install 20" butterfly valve, including valve 7. box and appurtenances, cathodic protection on DI fittings, 5 EA $ $ complete and in place. C-2 U H PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.Furnish Description Quantity Unit Cost Unit Total Cost and install 24" butterfly valve, including valve 8. box and appurtenances, cathodic protection on DI fittings, 4 EA $ $ complete and in place. Connect proposed 20" water transmission main to existing 30" main at sta 10+00, including all fittings, 30" Butterfly 9. valves, appurtenances, excavation, backfill, surface repair, 1 LS $ $ and thrust restraint, as shown on these plans, complete and in place. Connect proposed 24" water transmission main to existing Phase 1 water main at sta 138+16.17, including all fittings, 10. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install pump out assemblies, including all 11. valving, fittings, and appurtenances, cathodic protection 5 EA $ $ on DI fittings, as shown on these plans, complete and in lace. Furnish and install air release assemblies, including all 12 valving, fittings, and appurtenances, cathodic protection 5 EA $ $ on DI fittings, as shown on these plans, complete and in lace. Furnish and install air and vacuum assemblies, including 13. all valving, fittings, and appurtenances, cathodic 13 EA $ $ protection on DI fittings, as shown on these plans, complete and in place. 14. Protect in place existing service lateral as shown on these plans. 19 EA $ $ Relocate existing service lateral, including all fittings, and appurtenances, meter set, angle stop, meter box, 15. corporation stop, tapping saddle, pavement sawcutting and 10 EA $ $ removal, excavation, backfill, surface repair, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 35+80f to sta. 36+74±, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 16. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. C-3 d d n 7 0 1 Fj PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No. Description Quantity Unit Unit Cost Total Cost Furnish and install 20" siphon from sta. 39+50f to sta. 39+75±, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 17. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 44+53f to sta. 44+81f, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 18. on DI fittings, pump out assembly, pavement sawcutting _ 1 LS $ $ and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 52+94± to sta. 53+26t, including all fittings, and appurtenances temporary blow -off, pressure testing, cathodic protection 19. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 59+91f to sta. 60+27±, including all fittings, and appurtenances temporary blow -off, pressure testing, cathodic protection 20. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 24" siphon from sta. 61+96t to sta. 62+64f, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 21. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. C-4 C 11 H D I PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.Furnish Description Quantity Unit Unit Cost Total Cost and install 24" siphon from sta. 63+58f to sta. 64+46±, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 22. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 8" siphon from sta. 68+12t to sta. 68+36f, including all fittings, and appurtenances, cut -in valves, temporary blow -off, pressure testing, cathodic 23. protection on DI fittings, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 24" siphon from sta. 115+43± to sta. 116+16t, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 24. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Furnish and install 24" siphon from sta. 127+50f to sta. 127+80±, including all fittings, and appurtenances, temporary blow -off, pressure testing, cathodic protection 25. on DI fittings, pump out assembly, pavement sawcutting 1 LS $ $ and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 11+00, including all valves, fittings, 26 appurtenances, temporary blow -off, pressure testing, 1 LS $ $ cathodic protection on DI fittings, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. C-5 1 H n H n PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Unit Cost Total Cost Connect proposed 20" water transmission main to existing 12" main at sta 35+75, including all valves, fittings, 27 appurtenances, temporary blow -off, pressure testing, 1 LS $ $ cathodic protection on DI fittings, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 6" pipeline at sta. 40+14 ±, including 28 all valves, fittings, appurtenances, temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 8" pipeline at sta. 49+75 ±, including 29 all valves, fittings, appurtenances, temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 61+83, including all valves, fittings, 30. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ cathodic protection on DI fittings, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. Connect proposed 24" water transmission main to existing 12" main at sta 88+23, including all valves, fittings, 31. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ cathodic protection on DI fittings, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. Connect proposed 24" water transmission main to existing 12" main at sta 116+77, including all valves, fittings, 32 appurtenances, temporary blow -off, pressure testing, 1 LS $ $ cathodic protection on DI fittings, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. C-6 a II I H u 0 PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Unit Total Cost No.Relocate Cost existing Fire Hydrant at sta. 29+78±, including all fittings, and appurtenances, temporary blow -off, 33. pressure testing, cathodic protection on DI fittings, 1 LS $ $ pavement sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Relocate existing Fire Hydrant at sta. 43+34t, including all fittings, and appurtenances, temporary blow -off, 34. pressure testing, cathodic protection on DI fittings, 1 LS $ $ pavement sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Protect in place existing 12—inch and 8—inch water pipeline, including all special bracing and support, 35. shoring, shut -down coordination with City, temporary 7530 LF $ $ services, high -lining or other means to maintain the operation, service capability and integrity of existing water pipelines. 36. Remove and replace concrete drainage depression, as 20 CY $ $ shown on these plans, complete and in lace. 37 Remove and replace concrete cross gutter, as shown on 140 CY $ $ these plans, complete and in place. 38. Remove and replace concrete curb and gutter, as shown on 170 CY $ $ these plans, complete and in lace, 39. Chlorination and testing of all new water mains and 1 LS $ $ appurtenances, complete and in place. 40. Prepare Traffic Control Plans and secure a rovals . 1 LS Implement approved Traffic Control Plan. Provide traffic control throughout work area, including temporary 41. pavement markings and striping, signage, barricades, 1 LS $ $ personnel and all other control measures necessary for the duration of the project. 42 Remove existing mature tree. Grind stump and root to 24- 50 EA $ $ inches below grade 43. Plant new 24-inch box tree per City Standards No. 714; 100 EA No. 715 2 of 3; 3 of 3); and Standard 718. 44. Remove and legally dispose of existing sidewalk. 50,000 SF 45. Construct new sidewalk per City Standard No. 207 50,000 SF 46. Ad'ust/Restore Survey Monuments and/or Ties 12 EA $ $ C-7 H H J 1 PROJECT BID SCHEDULE A BASE BID PVC PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Unit Cost Total Cost 47. Demobilization and Cleanup 1 LS $ $ 48. Shoring, Sheeting, and/or Bracing as required. 1 LS $ $ Total Amount for All Base Bid PVC Items OC-9 Water Transmission Main Replacement; CC-1274 $ v City of Huntington Beach / Total Amount for Base Bid All Bid Items in Words a �, Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation 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-8 PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.1. Description Quantity Unit Cost Unit Total Cost Mobilization 1 LS $ $ Furnish and install 24-inch DI pipeline C150, CL200 from sta 61+83± to sta 138+16± with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow- 2. off, pressure testing, polyethylene encasement, pavement 7196 LF $Z?Q — $ sawcutting and removal, excavation, backfill, surface 19�lcJ�. repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20-inch DI pipeline C 150, CL250 from sta 10+00 to sta 61+83± with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow- 3. off, pressure testing, polyethylene encasement, pavement 4956 LF $ $ sawcutting and removal, excavation, backfill, surface 2 V, repair, and thrust restraint, as shown on these plans, complete and in place. Remove existing 8-inch ACP pipeline and replace with new 8-inch PVC C900, CL200 from sta 95+50± to sta 95+96± with nitrile (NBR) gaskets, including all fittings, 4 and appurtenances, cut -in valves temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. Remove existing 8-inch ACP pipeline and existing 8-inch valve and replace with new 8-inch PVC C900, CL200 from sta 114+92± to stall65+34± with nitrile (NBR) 5 gaskets, including all fittings, and appurtenances, cut -in 1 LS $ $ valves temporary blow -off, pressure testing, cathodic protection on DI fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install 12" cut -in gate valve, including valve 6. box concrete thrust block and appurtenances, cathodic 1 EA $ ZJc� $ Z� protection on DI fittings, com lete and in lace. 7" Furnish and install 20" butterfly valve, including valve 4 EA $7!�c�' $ ccc. box and appurtenances, complete and in lace. 8' Furnish and install 24" butterfly valve, including valve 4 EA box and appurtenances, complete and in lace. ry FM C-9 u H H k PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH INo. tem Description Quantity Unit Unit Cost Total Cost Connect proposed 20" water transmission main to existing 30" main at sta 10+00, including all fittings, 30" Butterfly 9. valves, appurtenances, temporary blow -off, pressure 1 LS testing, excavation, backfill, surface repair, and thrust / restraint, as shown on these plans, complete and in place. Connect proposed 24" water transmission main to existing phase 1 water main at sta 138+16.17, including all fittings, 10. appurtenances, temporary blow -off, pressure testing, 1 LS // Z excavation, backfill, surface repair, and thrust restraint, as 000. shown on these plans, complete and in place. Furnish and install pump out assemblies, including all 11. valving, fittings, and appurtenances, as shown on these 5 EA $3�� $ .73co Tans, complete and in place. Furnish and install air release assemblies, including all 12 valving, fittings, and appurtenances, cathodic protection DI fittings, in 5 EA $ 2�. $ %2� on as shown on these plans, complete and 00 lace. Furnish and install air and vacuum assemblies, including 13. all valving, fittings, and appurtenances, as shown on these 13 EA Um $ Opo, Tans, complete and in place. 14. Protect in place existing service lateral as shown on these 19 EA $ $ oo Tans. Relocate existing service lateral, including all fittings, and appurtenances, meter set, angle stop, meter box, 15. corporation stop, tapping saddle, pavement sawcutting and 10 EA $ $ removal, excavation, backfill, surface repair, as shown on %QG7P_ these plans, complete and in place. Furnish and install 20" siphon from sta. 35+80t to sta. 36+74±, including all fittings, appurtenances, temporary 16. blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these. �jQVO- Tans, complete and in place. Furnish and install 20" siphon from sta. 39+50t to sta. 39+75t, including all fittings, appurtenances, temporary 17 blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface f �qap r/ %�s 00a. repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. C-10 n u 1 P n 7 PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item Description Quantity Unit Unit Cost Total Cost Furnish and install 20" siphon from sta. 44+53t to sta. 44+81f, including all fittings, appurtenances, temporary 18 blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface���p repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 20" siphon from sta. 52+94t to sta. 53+26±, including all fittings, appurtenances, temporary 19. blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface ��� IgI repair, thrust blocks and thrust restraint, as shown on these / Tans, complete and in place. Furnish and install 20" siphon from sta. 59+91t to sta. 60+27t, including all fittings, appurtenances, temporary 20 blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface / / X &V repair, thrust blocks and thrust restraint, as shown on these - plans, complete and in place. Furnish and install 24" siphon from sta. 61+96± to sta. including all fittings, appurtenances, temporary 21. blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 24" siphon from sta. 63+58f to sta. 64+46±, including all fittings, appurtenances, temporary 22 blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 24" siphon from sta. 115+43f to sta. 116+16f, including all fittings, appurtenances, temporary 23. blow -off, pressure testing, pump out assembly, pavement sawcutting and removal, excavation, backfill, surface 1 LS $ $ repair, thrust blocks and thrust restraint, as shown on these G6027. O0 Tans, complete and in place. C-11 0 H r, r r PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.Furnish Description Quantity Unit Unit Cost Total Cost and install 24" siphon from sta. 127+50± to sta. 127+80±, including all fittings, appurtenances, temporary 24 blow -off, pressure testing, pump out assembly, pavement 1 LS $ sawcutting and removal, excavation, backfill, surface, — �p� pqp repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 8" siphon from sta. 68+12± to sta. 68+36±, including all fittings, and appurtenances, cut -in valves, temporary blow -off, pressure testing, cathodic 25. protection on DI fittings, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface 12D� �ZO1XJ repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 11+00, including all valves, fittings, 26. appurtenances, temporary blow -off, pressure testing, 1 LS $IOQJP $ �� OCYI excavation, backfill, surface repair, and thrust restraint, as / / shown on these plans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 35+75, including all valves, fittings, 27. appurtenances, temporary blow -off, pressure testing, 1 LS JOB $ excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 6" pipeline at sta. 40+14 ±, including 28 all valves, fittings, appurtenances, temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, All excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 8" pipeline at sta. 49+75 ±, including 29 all valves, fittings, appurtenances, temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, pp excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 61+83, including all valves, fittings, 30. appurtenances, temporary blow -off, pressure testing, 1 LS $ $ excavation, backfill, surface repair, and thrust restraint, as �Sggd� %Opp shown on these plans, complete and in place. n C-12 PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.Connect Description Quantity Unit Unit Cost Total Cost proposed 24" water transmission main to existing 12" main at sta 88+23, including all valves, fittings, 31. appurtenances, temporary blow -off, pressure testing, 1 LS $�O excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 24" water transmission main to existing 12" main at sta 116+77, including all valves, fittings, 32. appurtenances, temporary blow -off, pressure testing, 1 LS $,� excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Relocate existing Fire Hydrant at sta. 29+78t, including all fittings, appurtenances, temporary blow -off, pressure 33. testing, pavement sawcutting and removal, excavation, 1 LS $ $ backfill, surface repair, thrust blocks and thrust restraint, SOPS. (� �OQD as shown on these plans, complete and in place. Relocate existing Fire Hydrant at sta. 43+34t, including all fittings, appurtenances, temporary blow -off, pressure 34. testing, pavement sawcutting and removal, excavation, 1 LS $ / $ backfill, surface repair, thrust blocks and thrust restraint, off, t100 as shown on these plans, complete and in place. Protect in place existing 12—inch and 8—inch water pipeline, including all special bracing and support, 35. shoring, shut -down coordination with City, temporary 7530 LF $ ' $ services, high -lining or other means to maintain the `S d- operation, service capability and integrity of existing water `37� pipelines. 36. Remove and replace concrete drainage depression, as 20 Cy $ �P $ �Qp� shown on these plans, complete and in lace. - 37 Remove and replace concrete cross gutter, as shown on 140 Cy $ �/ `T�. r $ these plans, complete and in lace. .�PpOP. 38 Remove and replace concrete curb and gutter, as shown on 170 CY $ $ these plans, complete and in place, -�V- 39. Chlorination and testing of all new water mains and 1 LS $ $ appurtenances, complete and in place. 6 c0".- 40. Prepare Traffic Control Plans and secure a roval s . 1 LS $/ Pa. $ % 0470. Implement approved Traffic Control Plan. Provide traffic control throughout work area, including temporary 41. pavement markings and stripping, signage, barricades, 1 LS $ personnel and all other control measures necessary for the �• �� aoQ� duration of the project. C-13 1 1 PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No. Description Quantity Unit Unit Cost Total Cost 42. Remove existing mature tree. Grind stump and root to 24- 50 EA $l $-��oQQ- inches below grade. 43. Plant new 24-inch box tree per City Standards No. 714; 100 EA $ /Cl✓ $ AG1pOC�1_ No. 715 2 of 3; 3 of 3); and Standard 718. . 44. Remove and legally dispose of existing sidewalk. 50,000 SF $ 2 , '' $ ��p NOD- 45. Construct new sidewalk per City Standard No. 207. 50,000 SF $ ° $ ZZ�avD 46. Adjust/Restore Survey Monuments and/or Ties 12 EA $ f $ 47. Demobilization and Cleanup 1 LS $&nW $ 48. Cathodic protection system 1 LS $ $ 49. Shoring, Sheeting, and/or Bracing as required. 1 LS IS7S $ Total Amount for All Alternate Bid DI Items OC-9 Water Transmission Main Replacement; CC-1274 $ IV 8 g 2 /50, City of Huntington Beach Total Amount for Alternative Bid All Bid Items in Words Svc 7)9a741%-*&)27 J b-& A-.c S AJ Z> AJD C fW Ts Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation 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-14 ' 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 AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and ' this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Accompanying this proposal of bid, find 2572'-' O�7/b in the amount of $ /el'67 72WL 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 AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). ' Bidder shall "signify receipt of all Addenda here, if any: ' Addenda No. Date Rec ived Bidder's Signature n I I C-15 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 and the portion of the work to be done by such subcontractor. Portion of Work Name and Address of Subcontractor State License Number Class e.urzu 6arL � ;PAX-4 07k1 C-05-772 c--T-7 ova Bes/ �• 2e175-8$ 4 14<�r AZL �4-"C X-e C +4v, A 5 T •F. p • 15-VX 27- 2 of 0&7 0 7 3 r4 �!�[?✓ /ova /ll. f� �� 67Z.ru , J��lr L U4±GQ 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 AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-16 11 ' NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. ' County of Orange , being first duly sworn, deposes and says that he or she is of /tW4 (I Cam( r5r" S •,-TG .the party making the foregoing bid that the bid is not made in the4derest 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. r H n M,4 !G{✓ �� S .�J L Name o idder C�: - 77t S Signature of Bidder -? 0. /-5177X .2, 3'7 Address of Bidder A'L77a-iDI-R! d CA Subscribed and sworn to before me this day of \TU L LINUAE. HUGHEs Commission # 1357707 Notary Public - Calftmis Los Angeles County MyComm. Exires Jun 19. 2006 NOTARY PUBLIC� NOTARY SEAL C-17 0 ' UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL ' CITY OF HUNTINGTON BEACH, CALIFORNIA ' Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the ' contract, known as the OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Yorktown Avenue to Warner Avenue, (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. Date: -7 13 0 S / ,4 t Contract—OLi By Title Fq:�-c - -7-C-A-!� C-18 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, 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? �� El Yes l3 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-19 ' 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. 1 Contrac r y a-&� ' Title Date: % 3 0 S' UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Contractor Lo Title Date: Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-21 1 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: a,4 / Bidder N S .� C Business Address ,4-L-r i` era C4 City, State Zip 4u') o' - 159z ' Telephone Number 5U -71) / d State Contractor's License No. and Class F n 0 Original ,9F!� e Issued P The work site was inspected by "-4 //6Z of our office on u� , 205— Thee�following are persons, firms, and corporations having a principal interest in this proposal: Il l Q / C- V , T c_ /(. X -- C-22 The undersigned is prepared to satisfy the Council of the City of Huntington Beach 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. 4 i" S I --I- - Wl- t-k-'O' Signature of Bidder "A "�'w Printed or Typed Signatu `e airy Subscribed and sworn to before me this � day of _ .���� , LIN;:E. HUGHES _ Commission # 1357707 z Notary Public - Calftmia Los Angeles County 0*GwmEjVreeJun19.20W NOTARY PUBLIC cic ' f 0 NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed /similar work within the past two years: 1&-�L�U&-A Name And Address of Public Agency Name and Telephone No. of Project Manager: I A72, Al K e6o� ` 6`77 - •3qs 3 2 60 n ©T — - ICJ 9 -t�� Al 7 0 3 Arfiount Type of Work Date mpleted ,,Contract 2. 1/tGTdn l`A'I A4&1r,-v A" 7ZI> . GWx✓ill Name and Addr s of Public Agency Name and Telephone No. of Project Manager: ehh Z lS 4 -740 -- ISS - 6 /O 3 Coe Contract Amount Type of Work Date Vompleted 3. OF 5�3300 ,l� 5tOD �W 75C-d, C-q Nam anAICAJ d AdPublicAgency Name and Telephone No. of Project Manager: -1110E SVAC&x ( 17w -4c5�q - 3 �; LIZ l 1 co coo, - LvA— .5 D g— Contract Amount Type of Work Date C mpleted C-23 CITY OF HUNTINGTON BEACH 2000 MAIN STREET CALIFORNIA 92648 OFFICE OF THE CITY CLERK JOAN L. FLYNN CITY CLERK October 4, 2005 Steve Bubalo Construction Co. PO Box 1048 Monrovia, CA 91017-1048 RE: CC-1274 — OC-9 Water Transmission Main Replacement Enclosed please find your original bid bond for CC-1274. Sincerely, Joan >'F�I y� - J4 City Clerk JF:pe enclosure (Telephone: 714536-5227) Travelers Casualty and Surety Company of. America One Tower Square 3PB, Hartford, CT 06183 Bond No. Bid KNOW ALL MEN BY THESE PRESENTS, That we, Steve Oubalo Construction Co., Inc., as Principal, hereinafter called the Principal, and Travelers Casualty and Surety CompsMV of America, of One Tower Square 3PB, Hartford, CT 06183, a corporation duly organized under the laws of the Statt of Connecticut, 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 Total Amount Bid in 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 OC-9 Water Transmission Main Replacement in Newland Street from Yorktown Avenue to Warner Avenue Construction Contract No. 1274 - Phase 2. 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. Signed and sealed this 8th day of July, 2005. 0 Witness Steve Bubalo Construction Co., Inc. (Seal) John C. Schiller - Vice Pres./G.M. Casual d Surety Company of America Witness Lourdes Landa, Attorney-i Printed in cooperation with the American Institute of Architects (AIA) by Travelers Casualty and Surety Company of America. The language in this document conforms exactly to the language used in AIA Document A310, February 1970 edition. S-1869-G (08-99) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT No. 5907 State of California County of O On July 8 2005 before me, Patricia M. White, Notary DATE NAME, TITLE OF OFFICER - E.G., "JANE DOE, NOTARY PUBLIC" personally appeared Lourdes Landa***************************************************************** ® personally known to me - OR - ❑ 1PIAiRICW � 16G�MOQ� 10616M NOIoKYopawCaren► 1myco"M Mona NAME(S) OF SIGNER(S) 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. WITNESS my hand and official seal. SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE(S) ❑ PARTNER(S) H LIMITED GENERAL ® ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE S-4067/GFFF 21PR © 1993 ASSOCIATION - 8236 Remmet Ave_. P.O. Box 7184 - Canoaa Park CA 91309-7184 TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06193-9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: John Forest Monroe, William R. Curtis, Lourdes Landa, Rosa E. Rivas, Eugene T. Zondlo, of Irvine, California, their true and lawful Attomey(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attomey(s)-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and scaled with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by one or more Attomeys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attomeys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. (11-00 Standard) IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior Vice President and their corporate seals to be hereto affixed this 17th day of December, 2003. STATE OF CONNECTICUT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY }SS. Hartford FARMINGTON CASUALTY COMPANY COUNTY OF HARTFORD J,LTY ANps GASUq�� 6 HARTFORD. 1952 O By CONN.CONN. o = George W. Thompson Senior Vice President On this 17th day of December, 2003 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn, did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described in and which executed the above instrument; that he/she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. rf\w" Q. tmuLx� My commission expires June 30, 2006 Notary Public Marie C. Tetreault CERTIFICATE I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. Signed and Sealed at the Home Office of the Company, in the City of Hartford, State of Connecticut. Dated this g th day of July ,2005• t �Y 'TT AN'D ,s "ARMOFA i HARTFORD. < n -1 f a 2� Co. COWL CONK. c By Kor1M.Johanson Assistant Secretary, Bond CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Los Angeles ss. On July 13, 2005 beforeme, Rosemary Tomljenovic — Notary Public Date Name and Title of Officer (e.g., 'Jane Doe, Notary Pudic) , personally appeared John C. Schiller ROSEMARY TONWENOVIC Commission # 1363741 = Nofary Public - Califomia Z Los Angeles County My Comm. Expires Ju14, 2006 Name(s) of Signer(s) x%personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person whose name is/ e subscribed to the within instrument and acknowledged to me tha(glhe/they executed the same 'n ( �ier/their authorized capacity(IpS, and that by his er/their signaturelsf on the instrument the personpy, or the entity upon behalf of which the person acted, executed the instrument. my hand and Signature gWotary Pudic OPTIONAL Though the information below is not required bylaw, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name John C. Schiller Number of Pages: RIGHT THUMBPRINT OF SIGNER ❑ Individual LXXorporate Officer — Title(s): Vice President/General Manager ❑ Partner — ❑ limited ❑ General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Steve Bubalo Construction Co, 01999 National Notary Association . 9350 De Soto Ave , PO. Box 2402 • Chatsworth, CA 91313-2402 • www.nationalnotary org Prod. No 5907 Reorder: Call Toll -Free 1-800-876-6827 ' SECTION C ' PROPOSAL for the ' OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Yorktown Avenue to Warner Avenue ' CONSTRUCTION CONTRACT No.1274 - Phase 2 in the CITY OF HUNTINGTON BEACH ' TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF HUNTINGTON BEACH: 1 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 therefore, in accordance with the plans and specifications on file in the office of the City Engineer of the City of Huntington Beach. 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 1st Notice to Proceed will be issued with the execution of the contract for materials procurement only (materials shall include but not be limited to piping, valves, fittings, and any long lead-time ' items). The 2nd Notice to Proceed will be issued to the undersigned following the submittal of proof of materials procurement (with a firm delivery date) and has obtained written approval from the AGENCY for the undersigned's construction schedule. Upon the issuance of the 2nd rNotice to Proceed the undersigned shall commence with the physical site work thereafter and shall complete all work within a one hundred sixty { 160} working day Construction Period. ' Bid Schedule A is the "Base Bid PVC Pipe". Bid Schedule B is the "Alternate Bid Ductile Iron Pipe. The City shall award the contract on the basis of the lowest responsive bid. 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 AGENCY 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 AGENCY 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 AGENCY 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. If at such time the contract is not awarded, the AGENCY 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 AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and ' this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void. Bidder's Accompanying this proposal of bid, find Bond in the amount of $ --- which t 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 AGENCY. (Please insert the words "Cash", "Certified Check", or "Bidder's Bond", as the case may be). tBidder shall signify receipt of all Addenda here, if any: J J' F1 J I Addenda No. Date Received Bidder's Signature C-15 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 and the portion of the work to be done by such subcontractor. Portion of Work Name and Address of Subcontractor State License Number Class Tree VgF- Tyre 9WIre— p0.13oY3Z�-o Ov"e lA 4 ?k-e " G 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 AGENCY will be furnished copies of all subcontracts entered into and bonds furnished by subcontractor for this project. C-16 ' NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ss. ' County of Orange John C. Schiller , being first duly sworn, deposes and says that he or she is ' Vice President/G.M. of Steve Bubalo Construction Cqhe 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. h Steve Bubalo Construction Co. Name of Bidder G ign eofBidder John C. Schiller Vice Pres./G.M. P.O. Box 1048, Monrovia, CA 91017 Address of Bidder Subscribed and sworn to before me this 13th day of July , 2 5 ROSEMARY TOMUENOVIC Commission f 1363741 Notary Public - Culftmia z Los Angeles County MYCOMM. ExPiras Jul 4, 2006 NOTARY PUBLIC NOTARY SEAL F C-17 UTILITY AGREEMENT HONORABLE MAYOR AND CITY COUNCIL CITY OF HUNTINGTON BEACH, CALIFORNIA Gentlemen: The undersigned hereby promises and agrees that in the performance of the work specified in the contract, known as the OC-9 WATER TRANSMISSION MAIN REPLACEMENT in Newland Street from Yorktown Avenue to Warner Avenue, (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. n I Date: July 13, 2005 Steve Bubalo Construction Co. Contractor C_ y hn C. Schiller, V.P./G.M. Vice President/General Manager Title I C-18 DISQUALIFICATION QUESTIONNAIRE In accordance with Government Code Section 14310.5, 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 X8 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-19 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. Date: July 13, 2005 Steve Bubalo Construction Co. Contractor n C. Schiller Vice President/General Manager Title C-20 UNDERGROUND SERVICE ALERT IDENTIFICATION NUMBER (To be completed only by the awarded Contractor prior to excavation) No excavation will be permitted until this form is completed and returned to the AGENCY. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a Permit to Excavate will be valid. To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133 a minimum of two working days before scheduled excavation. Dig Alert Identification Number: Contractor Title Date: Note: This form is required for every Dig Alert Identification Number issued by U.S.A. during the course of the Work. Additional forms may be obtained from the AGENCY upon request. C-21 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Steve Bubalo Construction Co. Bidder Name 128 E. Live Oak Ave., Monrovia, CA 91016 P.O. Box 1048, Monrovia, CA 91017 Business Address Monrovia CA 91017 City, State Zip ( 626) 574-7570 Telephone Number 296169 A State Contractor's License No. and Class 4-4--7Z Original Date Issued 9/30/06 Expiration Date The work site was inspected by of our office on ri , 20 0 The following are persons, firms, and corporations having a principal interest in this proposal: Steve Bubalo - President John C. Schiller - Vice Pres./G.M. Louise Bubalo - Secretary/Treas. C-22 The undersigned is prepared to satisfy the Council of the City of Huntington Beach 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. Steve Bubalo Construction Co. Company Name of Bidder C. Schiller Printed or Typed Signature Subscribed and sworn to before me this 13tiday of July , 20 ROSEMARY TONLIENOVIC Commission # 1363741 Z z Notary Public - Califomia Los Angeles County My Comm. Expires Jul 4, 2006 NOTARY PUBLIC Zz'�� I of NOTARY SEAL Listed below are the names, address and telephone numbers for three public agencies for which the bidder has performed similar work within the past two years: 1. 4 IA' 2. Name and Address of Public Agency Name and Telephone No. of Project Manager: Contract Amount J / Type of WbrkU .-' �� ,Plate Completed Name and Address of Public Name and Telephone No. of Contract Amount Typ f Work Date Completed 3. Name and Address of Public ncy Name and Telephone No. of Project Manager: Contract Amount Type of Work Date Completed C-23 '�+►� CITY OF HUNTINGTON BEACH 2000 Main Street P.O. Box 190 Robert F. Beardsley, P.E. Director CITY OF HUNTINGTON BEACH California 92648 Department of Public Works (714) 536-5431 OC-9 WATER TRANSMISSION MAIN REPLACEMENT Newland Street from Yorktown Avenue to Warner Avenue CONSTRUCTION CONTRACT NO. CC1274: PHASE 2 BID ADDENDUM No. 1 July 6, 2005 The following ADDENDUM 1 shall be made part of the Contract Documents, and the bidder shall acknowledge receipt thereof as specified below. Revisions are made to the Contract Documents as specified on the following pages 2-3. Each bidder shall acknowledge receipt and acceptance of this Addendum 1 by signing in the space provided below. Bidder shall submit the signed acknowledgement with their bid. Sincerely, CITY OF HUNTINGTON BEACH By:%l eborah w Associate Civil Engineer Receipt acknowledged and conditions agreed to this 4�' day of July, 2005. Bidder: / jj j natu e L)F -� G (Vt Title CC-1274 Addendum 1 Page 1 of 3 ela. , 1I0cC. P 0. Sox 1049, J9lo woea, 64 91017 (626) 574- 7570 lax (626) 57¢ 7642 JOBS IN PROGRESS (As of May 2005) Page 1 04-2 BASELINE FEEDER EXTENSION SOUTH PIPELINE Spec. No. 03-8 San Bernardino Valley Municipal Water District P.O. Box 5906 San Bernardino, CA 92412-5906 Contact: Mr. Robert M. Tincher, P.E. (909) 387-9200 Contract Amount: $21,550,000.00 Description: Installation of approximately 24,142 LF of 78" CML & C Steel water line by open cut and tunnel installation (1,600 LF) methods and the installation of appurtenant structures and valves. Date Completed: Final Contract Amount: ela. , %KG. A0. &Z 1048 79%wmae4, 64 91017 (626) 574-7570 fax (626) 574-7642 JOBS IN PROGRESS (As of May 2005) Page 2 04-3 ERS-ECIS - COMPACTION GROUTING Emergency Repair Services and urgent Necessity Project North Outfall Sewer - East Central Interceptor Sewer Contract/W.O. #SZC11388 City of Los Angeles, Dept. of Public Works Bureau of Engineering 650 So. Spring St., Ste. 200 Los Angeles, CA 90014-1911 Contact: Mr. Marte San Diego (323) 266-7504 Contract Amount: $2,500,000.00 (not to exceed) Description: Performing work at the direction of the City of L.A. under the Emergency Repair Services and Urgent Necessity Projects Program, providing all necessary manpower, equipment and material to perform compaction grouting along the North Outfall Sewer - East Central Interceptor Sewer alignment. All compaction grouting work performed by subcontractor, Hayward Baker, Inc. Date Completed: Final Contract Amount: &a.. "/KG. P.O. Sox 1049 Tile manta, eri 91017 (626) 57¢ 7570 'ax (626) 574-7642 JOBS IN PROGRESS (As of May 2005) Page 3 04-4 COLDEN AVENUE RELIEF TRUNK SEWER Contract #4013 County Sanitation Districts of Los Angeles County P.O. Box 4998 Whittier, CA 90607-4998 Contact: Mr. Richard Koskola (310) 830-8050 Contract Amount: $5,036,000.00 Description: Installation of approximately 15,000 LF of 18" VCP and appurtenant sewer manhole structures by open cut method. Also includes the jacking of 72" diameter steel casing and the installation of VCP within casing. Date Completed: Final Contract Amount: ela.. 1709C. A0. hex 1049 ?X~teu,(a, &4 91O17 (626) 57¢ 7570 Sax (626) 574-7642 JOBS IN PROGRESS (As of May 2005) Page 4 04-5 L.A./GLENDALE WATER RECLAMATION PLANT (LAG) NdeN Chemical Addition System CIP Project No. 4145 Contract/W.O. #SZL11143 City of Los Angeles Department of Public Works Bureau of Engineering 650 So. Spring St., Ste. 200 Los Angeles, CA 90014-1911 Contact: Mr. Sinh Pham (310) 648-6130 Contract Amount: $1,985,000.00 Description: Performing work under the Wastewater Treatment Plant Emergency Contractor List Program for the City of Los Angeles, the construction of the Nitrogen Removal Conversion Phase I Project at the L.A.-Glendale Water Reclamation Plant. Work includes the installation of cavity pumps, flow meters and appurtenances. Date Completed: Final Contract Amount: P. d. Vex 1049 Mooma", 64 91017 (626) 574-7570 lax (626) 574- 7642 JOBS IN PROGRESS (As of May 2005) Page 5 04-7 LONG BEACH MAIN PUMPING PLANT SURGE TANK Contract #4084 Co. Sanitation Districts of L.A. Co. P.O. Box 4998 Whittier, CA 90607-4998 Contact: Mr. Walter Ackerman (310) 830-8050, Ext. 5817 Contract Amount: $949,250.00 Description: Furnishing all materials, equipment and labor to install foundation, surge tank (pressure vessel), piping, valves, mechanical and electrical components, and appurtenances at the Long Beach Main Pumping Plant located at 1238 West 16"' Street, Long Beach, CA 90813. 04-8 2004/2005 SEWER RECONSTRUCTION PROJECT-25 LOCATIONS City of Laguna Beach 505 Forest Avenue Laguna Beach, CA 92651 Contact: Mr. Fred Shahidi (949) 497-0345 Contract Amount: $3,311,910.00 Description: Furnishing all labor, equipment and materials to construct sanitary sewer improvements at 25 locations within the City of Laguna Beach. Work includes the removal and replacement of existing gravity sewers, force main and CIPP liners. Steve Bubalo Construction Co. 2003 - Completed Projects (Continued) 03-5 HERMOSA AVENUE STORM DRAIN AND STREET IMPROVEMENTS FROM 280' NORTH OF BASELINE ROAD TO ALTA LOMA CHANNEL PHASE III Contract No. 03-082 The City of Rancho Cucamonga P.O. Box 807 Rancho Cucamonga, CA 91729-0807 Contact: Cindy Hackett, Associate Engineer (909) 477-2740, ext. 4066 Contract Amount: $3,522,410.00 Description: Installation of storm drain, including 4,200 ft. of 8' X 8' reinforced concrete box, concrete structures, and street widening. Date Completed: July 2004 Final Contract Amount: $3,895,704.51 03-7 PUENTE HILLS LANDFILL FACILITIES SEWER & POWER DELIVERY LINES DUCT BANK Contract #4001 County Sanitation Districts of Los Angeles Co. P.O. Box 4998 Whittier, CA 90607-4998 Contact: Mr. Ted Brodeur (626) 962-8605 Contract Amount: $1,386,557.00 Description: Installation of approximately 2,200 LF of 15" VCP, appurtenant sewer manhole structures, 4,100 LF of electrical conduit duct bank, and appurtenant concrete vaults by open cut method. Also includes the jacking of 45" diameter steel casing under railroad tracks and the installation of VCP and conduits within the casing. Date Completed: July 2004 Final Contract Amount: $1,425,782.85 Steve Bubalo Construction Co. 2003 - Completed Projects 03-1 JOINT OUTFALL "H" UNITS 1B AND 1C TRUNK SEWER REHABILITATION BETWEEN MANHOLES H46 AND H53 Contract #3968 County Sanitation Districts of L.A. County P.O. Box 4998 Whittier, CA 90607-4998 Contact: Mr. Lenny Blackman (310) 830-8050 Contract Amount: $2,601,340.00 Description: Rehabilitation of existing sewer. Approximately 1,729 if of 72" Hobas HDPE in 78" RCP, 1,334 if of 54" Hobas HDPE in 60" RCP, 469 if of 33" Hobas HDPE in 39" RCP. Date Completed: May 2004 Final Contract Amount: $2,645,986.91 03-4 BULLIS ROAD REPLACEMENT TRUNK SEWER SECTION 1 Contract No. 3973 County Sanitation Districts of L.A. County P.O. Box 4998 Whittier, CA 90607-4998 Contact: Mr. Jon Ganz (310) 830-8050 Contract Amount: $1,788,224.00 Description: Installation of new sewer consisting of approximately 3,134 if of 36" VCP, 196 if of 48" RCP and relocation and installation of 1,450 if of 4" and 8" CIP waterline and appurtenant structures. Date Completed: March 2004 Final Contract Amount: $1,956,166.72 Steve Bubalo Construction Co. 2002 - Completed Projects (Continued) 02-1 BAKER PARKWAY STORM DRAINS Contract #GCD-0305 Industry Urban Development Agency, Project 0305 C/O CNC Engineering 255 N. Hacienda Boulevard, Suite 222 City of Industry, CA 91744 (626) 333-0336 Contact: Mr. Gerry Perez Contract Amount: $3,167,880.00 Description: Installation of storm drain including 7,800 Ft. of 18"-78" diameter R.C.P. and 2,400 ft. of reinforced concrete double box, 5.5' X 6.751. Also includes concrete structures and roadway excavation. Date Completed: August 2003 Final Contract Amount: $3,688,401.80 02-3 DISTRICT 32 MAIN RELIEF TRUNK SEWER Contract #3926 County Sanitation Districts of Los Angeles County P.O. Box 4998 Whittier, CA 90607-4998 (562) 699-7411 Contact: Mr. Anthony Mahinda Q (626) 962-8605 Contract Amount: $500,980.00 Description: Installation ofapproximately.300 if of 3611 VCP sewer and approximately 1,500 if of grooved 14" ductile iron sewer force main. Construction of 96" diameter pump plant wet well including installation of two (2) 40 hp submersible non -clog pumps and associated electrical appurtenances. Date Completed: April 2003 Final Contract Amount: $512,628.99 02-4 CALLEGUAS CONDUIT NORTH BRANCH BLOW -OFF REPLACEMENT Specifications No. 453 Calleguas Municipal Water District 2100 Olsen Road Thousand Oaks, CA 91360-6800 (805) 579-7173 Contact: Ms. Kristine McCaffrey Contract Amount: $1,166,950.00 Description: Demolition of existing blow -off piping from eight (8) locations along the Calleguas Conduit North Branch and Replacement with new piping. Pipe size ranges from 8" to 12". Work has strict District -imposed timelines during mainline shutdowns. Dated Completed: April 2003 Final Contract Amount: $630,938.08 Steve Bubalo Construction Co. 2001 - Completed Projects (Continued) 01-4 JOSEPH JENSEN FILTRATION PLANT, SERVICE CENTER DEMOLITION AND RECLAIMED WASHWATER LINE INSTALLATION Contract No. 1539, Specifications No. 1350 Metropolitan Water District of Southern California P.O. Box 54153 Los Angeles, CA 90054-0153 (909) 392-5060 Contact: Mr. Houman Emami Contract Amount: $2,030,000.00 Description: Installation of approximately 1,100 feet of welded steel reclaimed water line, 30" to 66" in diameter. Demolition and disposal of existing Service Center Bldg. Removal of underground fuel storage tanks. Date Completed: October 2002 Final Contract Amount: $2,034,125.00 2002 - Completed Projects 02-2 BENEDICT CANYON DRIVE RELIEF SEWER W.O. SZC11218 City of Los Angeles Department of Public Works 650 So. Spring Street, #200 Los Angeles, CA 90014-1911 (213) 473-8822 Contact: Mr. Dave Martin, P.E. Contract Amount: $362,610.00 Description: Emergency removal and replacement of existing sewer system. Approximately 1,150 feet of new 15-inch VCP Sewer was installed. Date Completed: November 2002 Final Contract Amount: $383,502.87 Steve Bubalo Construction Co. 2001 - Completed Projects 01-1 AVERILL AVENUE EMERGENCY STORM DRAIN REPAIR W.O. SSPA0052 City of Los Angeles Department of Public Works 650 South Spring Street, Suite 200 Los Angeles, California 90014-1911 (213) 580-1394 Contact: Mr. L. Carovski Contract Amount: $65,200.00 Description: Emergency replacement of 36 ft. of 18" storm drain. Remove and replace one catch basin. Date Completed: April, 2001 Final Contract Amount: $65,200.00 01-2 RIO HONDO PUMP STATIONPOTABLE BACKUP PROJECT Contract No. C-1098 Central Basin Municipal Water District 17140 S. Avalon Boulevard, Suite 210 Carson, CA 90746-1296 (310) 217-2222 Contact: Ray Pang @ (310) 660-6232 Contract Amount: $2.64,220.00 Description: Construct 680"feet of 16-inch diameter steel pipe for potable water bypass system. Install gate vales, blow -off assemblies, magnetic flow meter, and air -vacs. Date Completed: 8/2001 Final Contract Amount: $265,824.78 01-3 TEMPLE AVENUE DRAIN, SUNKIST AVENUE DRAIN AND AMAR ROAD AND DRAIN - La Puente, CA Contract No. FCC0000757 County of Los Angeles Department of Public Works P.O. Box 1460 Alhambra, CA 91802-1460 (626) 458-5100 Contact: Mr. Jaime Engler @ (626) 458-4955 Contract Amount: $2,979,000.00 Description: Construct new storm drain system, approximately 14,500 feet of R.C.P., 18" to 66" diameter. Various street improvements and reconstruction. Date Completed: April, 2002 Final Contract Amount: $3,248,044.00 Steve Bubalo Construction Co. 2000 (Completed Projects - Continued) 00-5 ORANGE COUNTY FEEDER PRESSURE CONTROL STRUCTURES Contract #1528 Metropolitan Water District of So. CA 700 So. Alameda Street, Los Angeles, CA 90012 P.O. Box 54153, Los Angeles, CA 90054-0153 (213) 217-6000 Contact: Mr. Terry Clemens @ (909) 392-5243 Contract Amount: $546,000.00 Description: Construct and install two concrete pressure control structures with new steel piping and valves. Date Completed: May 2001 Final Contract Amount: $585,294.30 00-6 VISTA/CARLSBAD INTERCEPTOR SEWER AND SOUTH CARLSBAD STORM DRAIN PROJECTS Contracts #3182, #3528 and #3667 City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008-7314 (760) 602-2460 Contact: Mr. Mark Sullivan @ (760) 753-1492 Contract Amount: $15,629,511.00 Description: 5,500' of 42"-54" diameter R.C.P. sewer, "open -cut". 5,133' of 42" diameter sewer, microtunneling. 13,6711 of 18"-84" diameter R.C.P. storm drain. Street reconstruction. Date Completed: April 18, 2003 Final Contract Amount: 00-7 SANTA MONICA CANYON LOW FLOW DIVERSION AND VENICE PAVILION LOW FLOW DIVERSION - Santa Monica, CA Contracts SZC11150 and SZC11200 City of Los Angeles Department of Public works 200 So. Spring Street Los Angeles, CA 90012 (213) 847-5229 Contact: Karmen Yuen, P.E. @ (213) 847-5229 Contract Amount: $910,050.00 Description: Installation of two low flow diversion systems to transfer nuisance storm water from the storm drain low flow to the adjacent sewer system. Date Completed: June 27, 2003 Final Contract Amount: $1,029,189.36 Steve Bubalo Construction Co. 2000 (Completed Projects) 00-1 JOINT OUTFALL "H" UNIT lA SECTION 2 Contract #3720 County Sanitation Districts of Los Angeles County P.O. Box 4998 Whittier, California 90607-4998 (310) 699-7411 Contact: Jon Ganz @ (310) 830-8050 Contract Amount: $5,990,348.00 Description: Install new reinforced concrete pipe sewer, "T-Lock" lined, 796 feet of 114" diameter and 2,154 feet of 96" diameter. Includes cross of the Los Angeles River. Date Completed: 8/2001 Final Contract Amount: $5,993,569.00 00-2 LIVE OAK SPRINGS CANYON DRAIN, UNIT 1 County of Los Angeles Department of Public Works P.O.. Box 1460 Alhambra, CA 91802-1460 (626) 458-5100 Contact: Hector Hernandez @ (626) 458-3144 Contract Amount: $3,421,000.00 Description:, Construct approximately 2,812 feet of reinforced concrete box storm drain ranging in size from.a single 12' W X 7' H to a double box, 17'-6" W X 5'-0" H. Date Completed.:. June '2001 Final Contract Amount: $4,041,895.45 00-3 EMERGENCY SEWER PROJECT - Carson, CA Emergency "on -call" sewer repair of broken 8" main for the. Los Angeles Conty Department of Public Works Date Completed: 12/13/00 00-4 24" RECLAIMED WATER PIPELINE/CITY OF INDUSTRY (ANAHEIM-PUENTE ROAD TO AZUSA WAY) Contract #R.W. 0254 The Industry Urban Development Agency C/O CNC Engineering 255 No. Hacienda Boulevard, Suite 222 City of Industry, CA 91744 Contact: Gerald Pereze @ (626) 333-0336 Contract Amount: $389,506.00 Description: Install 1,850 ft. of 24" diameter steel reclaimed water line. Date Completed: June 2001 Final Contract Amount: $405,637.83 Steve Bubalo Construction Company 1999 (Completed Projects - Continued) 99-3 VENICE BLVD. & GRAND AVE. RELIEF SEWER Contract #C-99337, W.O. #2000474 City of Los Angeles Board of Public Works 433 So. Spring Street, Suite 600 Los Angeles, California 90013 (213) 847-8907 Contact: Samara Ali-Ahmad @ (213) 847-9565 Contract Amount: $5,964,900.00 Description: Install new 66" diameter reinforced concrete pipe sewer with "T-Lock" lining. Approximately 1,211 feet installed in tunnels, and 2,107 feet with "open -cut" method. Date Completed: 7/29/00 Final Contract Amount: $6,780,538.61 99-4 SEAL BEACH BOULEVARD SEWER MANHOLE RECONSTRUCTION Contract #814 City of Seal Beach, City Hall 211 Eighth Street, 2nd Floor Seal Beach, California 90740-6379 (562) 430-8533 Contact: Doug Dancs @ (562) 430-8763 Contract Amount: $293,400.00 Description.: Remove and replace four existing sanitary sewer manholes. Clean existing lines and rehabilitation of existing concrete sewer structures. Date Completed: 3/00 Final. Contract Amount: $301,378.70 99-5 EAST VALLEY MWD FEEDER P.O. #JAC000-2341 Vulcan Materials Co. (Ca1Mat Div.) 3200 San Fernando Road Los Angeles, California 90065 (323) 258-2777 Contact: Robert Kuhn @ (323) 474-3383 Contract Amount: $2,566,000.00 Description: Install approximately 5,400 feet of high pressure 55" diameter welded steel waterline. Included installation of air vacs and blowoffs Date Completed: 8/2/00 Final Contract Amount: $2,590,537.00 Steve Bubalo Construction Company 1998 (Completed Projects - Continued) 98-4 42" RECYCLED WATER TRANSMISSION MAIN, NORTH SEGMENT Contract #W 859 West Basin Municipal Water District 17140 South Avalon Boulevard, #210 Carson, California 90746-1296 (310) 217-2411 Contact: Paul Cook @ (310) 660-6241 Contract Amount: $8,438,500.00 Description: 19,200 feet of 42" diameter welded steel pipe Date Completed: 12/99 Final Contract Amount: $9,439,117.00 1999 (Completed Projects) 99-1 PRIVATE DRAIN 553 - HARBOR CITY, CA Contract # County of Los Angeles Department of Public Works P.O. Box 1460 Alhambra,, California 91802-1460 (626) 485-5100 Contact: Jolene Guerrero Contract Amount: $3,721,334.00 Description: Remove and replace existing trapezoidal concrete channelwith new, reinforced concrete vertical wall channel. 35'-0" W X 12'-0" H, approximately 3,106 feet Date Completed: 9/00 Final Contract Amount: $3,714,805.22 99-2 LAMANDA PARK & LAMANDA PARK EXTENSION REPLACEMENT TRUNK Contract #3691 SEWER County Sanitation Districts of Los Angeles County P.O. Box 4998 Whittier, California 90607-4998 (562) 699-7411 Contact: Rene Provoost @ (626) 962-8605 Contract Amount: $3,961,440.00 Description: Install approximately 11,688 feet of 24" and 27" diameter vitrified clay pipe sanitary sewer. Both "open -cut" and "tunneling" methods were used. Date Completed: 11/00 Final Contract Amount: $4,175,561.26 Steve Bubalo Construction Company 1998 (Completed Projects) 98-1 DISTRICT 5 PHASE 1 TRUNK SEWER REHABILITATION Contract #3566 County Sanitation Districts of Los Angeles County P.O. Box 4998 Whittier, California 90607-4998 (562) 699-7411 Contact: John Joyce @ (310) 830-8050 Contract Amount: $3,949,424.00 Description: Trunk Sewer Rehabilitation - 9,200 feet of CCFRPM lined 48" diameter RCP and 1,200 feet of CCFRPM lined 42" diameter RCP Date Completed: 10/99 Final Contract Amount: $4,398,968.55 98-2 UNIT W AND UNIT F WASTEWATER INTERCEPTOR RECONSTRUCTION Contract # City.of Thousand Oaks 210'0 Thousand Oaks Boulevard Thousand Oaks, California 91362-2903 (805) 449-2452 Contact_: Shamir Shahamiri @ (805) 449-2452 Contract Amount: $10,411,700.00 Description: Trunk Sewer Rehabilitation and replacement, 6,000 feet of 42" diameter ductile iron pipe and.2,900 feet of CIPP lined 30" diameter RCP Date Completed: 2/99 Final Contract Amount: $11,715,000.00 98-3 HOLLYHILLS UNIT 6A STORM DRAIN Contract #CD 17116 County of Los Angeles Department of Public Works P.O. Box 1460 Alhambra, CA 91802-1460 (626) 458-5100 Contact: Angela George @ (626) 458-4975 Contract Amount: $6,421,758.00 Description: 3,200 feet of RCB Storm Drain Date Completed: 6/99 Final Contract Amount: $8,499,362.63 Steve Bubalo Construction Company 1997 (Completed Projects - Continued) 97-4 I-5 FREEWAY SEGMENT C SEWER REPLACEMENT Contract#275-412-1705-7851-1705LOC1,2,3,5 & 6 City of Anaheim, Public Works Department P.O. Box 3222 Anaheim, California 92803 (714) 254-5176 Contract Amount: $333,350.00 Description: Sewer Main - 3,700 feet of VCP 6" to 15" in diameter Date Completed: 4/98 Final Contract Amount: $413,286.50 97-5 JOINT OUTFALL "H" UNIT 3 SECTION 1 REPLACEMENT TRUNK Contract #3533 SEWER County Sanitation Districts of Los Angeles County P.O., Box 4998 Whittier, California 90607-499 8 (562) 699-7411 Contract Amount: $4,290,303.00 Description: 7,500 feet PVC lined 84" diameter RCP Date Completed: 2/99 Final Contract Amount: $4,418,420.00 97-6 DISTRICT 5 SECTION 2C TRUNK SEWER REHABILITATION Contract.#3537 County Sanitation Districts of Los Angeles County P.O. Box 4998 Whittier, California 90607-4998 (562) 699-7411 Contract Amount: $2,360,889.00 Description: Trunk Sewer Rehabilitation - 1,200 feet of CCFRPM lined 63" diameter RCP, 900 feet of CCFRPM lined 57" diameter RCP, 1,200 feet of CCFRPM lined 51" diameter RCP Date Completed: 11/98 Final Contract Amount: $2,314,769.85 97-7 ALAMEDA STREET PHASE 2 Contract #6276-Part 1 County of Los Angeles Department of Public Works P.O. Box 1460 Alhambra, California 91802-1460 (626) 458-5100 Contact: Brian Rickey @ (310) 830-3654 Contract Amount: 11,970,000.00 Description: 9,200 feet of R.C. box storm drain and street reconstruction of the Alameda Corridor Date Completed: 12/99 Final Contract Amount: $12,315,203.33 Steve Bubalo Construction Company 7 (Completed Proiects 97-1 OLIVE STREET STORM DRAIN PHASE I Contract #CIP 616 City of Baldwin Park 14403 E. Pacific Avenue Baldwin Park, California 91706 (626) 960-4011 Contract Amount: $2,149,585.00 Description: Storm Drain - 7,400 feet of RCP 18" to 84" in diameter Date Completed: 9/97 Final Contract Amount: $2,361,884.64 97-2 SOUTH UPLAND STORM DRAIN SEGMENT 2 Contract #F01472 San Bernardino County Department of Public Works Flood Control District 825 E. Third Street San Bernardino, California 92415-0835 (909) 387-2020 Contact: Mr. John Burrows Contract Amount: $6,2°2-0,999'.00 Description: 8,650 feet of RCP 18" to 144" in diameter Date Completed: 11/97 Final Contract Amount: $6,531,436.81 97-3 PALOS VERDES ESTATES STORM DRAINS MTD 1503,1505,2457-4 AND 1494 LINE A-6 Contract #PW-338-96 City. of Palos Verdes Estates P.O. Box 1086 Palos Verdes, CA 90274-0283 (310) 378-0383 Contract Amount: $699,650.00 Description: Storm Drain - 4,255 feet of RCP 18" to 4211 in diameter Date Completed: 6/98 Final Contract Amount: $700,110.03 Steve Bubalo Construction Company 1996 (Completed Projects - Continued) 96-3 ANGELENO FOOTELENO DRAIN Contract #CB 13503 County of Los Angeles Department of Public Works P.O. Box 1460 Alhambra, CA 91802-1460 (626) 485-5100 Contract Amount: $978,000.00 Description: Storm Drain - 4,900 feet of RCP 18" to 48" in diameter Date Completed: 2/97 Final Contract Amount: $967,777.75 96-4 JOINT OUTFALL "A" UNIT 7 TRUNK SEWER REHABILITATION Contract #3462 County Sanitation Districts of Los Angeles County P.O. Box 4998 Whittier, California 90607-4998 (562) 699-7411 Contract Amount: $2,107,425.00 Description: Trunk Sewer Rehabilitation - 3,285 feet of 42" diameter centrifugally cast fiberglass reinforced plastic mortar Date Completed: 5/97 Final Contract Amount: $2,101,050.00 96-5 HOLT BOULEVARD STORM DRAIN PHASE III Contract #9495-25 City of Ontario, Engineering Department 303 E. "B" Street Ontario, California 91764 (909) 391-2528 Contract Amount: $527,816.00 Description: Storm Drain - 2,400 81" in diameter Date Completed: 6/97 feet of RCP 18" to Final Contract Amount: $559,667.24 96-6 JOINT OUTFALL "D" UNIT 3 TRUNK SEWER REHABILITATION Contract #3486 County Sanitation Districts of Los Angeles County P.O. Box 4998 Whittier, California 90607-4998 (562) 699-7411 Contract Amount: $1,680,516.00 Description: Trunk Sewer Rehabilitation - 3,800 feet of 45" diameter centrifugally cast fiberglass reinforced plastic mortar Date Completed: 8/98 Final Contract Amount: $1,688,916.00 Steve Bubalo Construction Company 1995 (Completed Projects - Continued) 95-5 JOINT OUTFALL "H" UNIT 3 SECTION 3 REPLACEMENT TRUNK SEWER - Contract #3420 County Sanitation Districts of Los Angeles County P.O. Box 4998 Whittier, California 90607-4998 (562) 699-7411 Description: Trunk Sewer - 7,500 feet PVC lined 66" diameter RCP Contract Amount: $4,290,303.00 Date Completed: 2/97 Final Contract Amount: $4,314,273.10 1996 (Completed Projects) 96-1 JOINT OUTFALL "C" UNIT 7A REPLACEMENT TRUNK SEWER Contract #3440 County Sanitation Districts of Los Angeles County P.O. Box 4998 Whittier, California 90607-4998 (562) 699-7411 Description: Trunk Sewer - 4,200 feet PVC lined 54" diameter RCP Contract Amount: $2,021,670.00 Date Completed: 5/97 Final Contract Amount: $2,036,453.78 96-2 JOINT OUTFALL "A" UNIT 8 TRUNK SEWER REHABILITATION Contract #3452 County Sanitation Districts of Los Angeles County P.O. Box 4998 .Whittier, California 90607-4998 (562) 699-7411 Description: Trunk Sewer Rehabilitation - 2,400 feet of 30" diameter centrifugally cast fiberglass reinforced plastic mortar pipe and 200 feet of 42" vitrified clay pipe Contract Amount: $1,085,000.00 Date Completed: 5/97 Final Contract Amount: $1,109,876.49 `1 I 1 1 1 PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 - CITY OF HUNTINGTON BEACH Item No.1. Description Quantity Unit Cost Unit Total Cost Mobilization 1 LS $ i56,, eoo aoo Furnish and install 24-inch DI pipeline C 150, CL250 from sta 61+83± to sta 138+16± with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow- 2. off, pressure testing, polyethylene encasement, pavement 7196 LF $ 2av I QYZ ?> O sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install 20-inch DI pipeline C150, CL250 from sta 10+00 to sta 61+83± with nitrile (NBR) gaskets, including all fittings, and appurtenances, temporary blow- 3. off, pressure testing, polyethylene encasement, pavement 4956 LF $ 23 - $ sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove existing 8-inch ACP pipeline and replace with new 8-inch PVC C900, CL200 from sta 95+50± to sta 95+96± with nitrile (NBR) gaskets, including all fittings, 4. and appurtenances, cut -in valves temporary blow -off, 1 LS $ /p� po0. $ 1 D� Ooo pressure testing, cathodic protection on DI fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these Tans, complete and in place. Remove existing 8-inch ACP pipeline and existing 8-inch valve and replace with new 8-inch PVC C900, CL200 from sta 114+92± to sta1165+34± with nitrile (NBR) 5 gaskets, including all fittings, and appurtenances, cut -in 1 LS $ 1a, DOD. $ doa. valves temporary blow -off, pressure testing, cathodic IA" protection on DI fittings, pavement sawcutting and removal, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install 12" cut -in gate valve, including valve 6. box concrete thrust block and appurtenances, cathodic 1 EA $ �� poa $ protection on DI fittings, complete and in place. ` 7' Furnish and install 20" butterfly valve, including valve 4 EA $ 4L,5�po. $ ay'ib'o. box and a urtenances, complete and in lace. 8 Furnish and install 24" butterfly valve, including valve 4 EA $ 5; Soo. box and appurtenances, complete and in lace. 1 C-9 d I F F H PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.Connect Description Quantity Unit Unit Cost Total Cost proposed 20" water transmission main to existing 30" main at sta 10+00, including all fittings, 30" Butterfly 9. valves, appurtenances, temporary blow -off, pressure 1 LS $ 5.5, 000• $ - 5, 606. testing, excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 24" water transmission main to existing phase 1 water main at sta 138+16.17, including all fittings, 10. appurtenances, temporary blow -off, pressure testing, 1 LS $ gl oqp, $ g� o oo. excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Furnish and install pump out assemblies, including all 11. valving, fittings, and appurtenances, as shown on these 5 EA $5 DOD. $ a5, doo. Tans, complete and in place. Furnish and install air release assemblies, including all 12 valving, fittings, and appurtenances, cathodic protection 5 EA $ $ on DI fittings, as shown on these plans, complete and in 41000. lace, Furnish and install air and vacuum assemblies, including 13. all valving, fittings, and appurtenances, as shown on these 13 EA fans, complete and in place. 14. Protect in place existing service lateral as shown on these 19 EA $ $ plans. Relocate existing service lateral, including all fittings, and appurtenances, meter set, angle stop, meter box, 15. corporation stop, tapping saddle, pavement sawcutting and 10 EA $A, 000. $.2,6 aoa removal, excavation, backfill, surface repair, as shown on these plans, complete and in place. Furnish and install 20" siphon from sta. 35+80± to sta. 36+74f, including all fittings, appurtenances, temporary 16. blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ , sawcutting and removal, excavation, backfill, surface 160) 000. iDo� Doo. repair, thrust blocks and thrust restraint, as shown on these fans, complete and in place. Furnish and install 20" siphon from sta. 39+50f to sta. 39+75f, including all fittings, appurtenances, temporary 17 blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface vZ5;0oQ a5, 000, repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. C-10 n I H n 0 1 1 H d n PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH INo. tem Description Quantity Unit Unit Cost Total Cost Furnish and install 20" siphon from sta. 44+53f to sta. 44+81f, including all fittings, appurtenances, temporary 18 blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface 34�DOo. .30, ©DD repair, thrust blocks and thrust restraint, as shown on these fans, complete and in place. Furnish and install 20" siphon from sta. 52+94f to sta. 53+26t, including all fittings, appurtenances, temporary 19. blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface :gs 060 'A6; ©Do. repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 20" siphon from sta. 59+91± to sta. 60+27t, including all fittings, appurtenances, temporary 20. blow -off, pressure testing, pump out assembly, pavement 1 LS $a Dc $ aJr', ,CO6. sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 24" siphon from sta. 61+96± to sta. 62+64f, including all fittings, appurtenances, temporary 21. blow -off, pressure testing, pump out assembly, pavement 1 LS $it�D,Doo. $ sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 24" siphon from sta. 63+58t to sta. 64+46±, including all fittings, appurtenances, temporary ,1DE L TED 22. blow -off, pressure testing, pump out assembly, pavement 1 LS $ $ sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. Furnish and install 24" siphon from sta. 115+43f to sta. 116+16+, including all fittings, appurtenances, temporary pie 23. pressure ysurface pavement 1 LS Ap,SO $ d sawcutting and emoval,gexcavat on, backfill, repair, thrust blocks and thrust restraint, as shown on these Tans, complete and in place. H C-11 h I d U d H PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH INo. tem Description Quantity Unit Cost Total Cost Furnish and install 24" siphon from sta. 127+50± to sta. 127+80±, including all fittings, appurtenances, temporary 24. blow -off, pressure testing, pump out assembly, pavement 1 LS $jQ� pDO. $ D� DDO. sawcutting and removal, excavation, backfill, surface repair, thrust blocks and thrust restraint, as shown on these fans, complete and in place. Furnish and install 8" siphon from sta. 68+12± to sta. 68+36±, including all fittings, and appurtenances, cut -in valves, temporary blow -off, pressure testing, cathodic 25. protection on DI fittings, pump out assembly, pavement 1 LS $66 $ sawcutting and removal, excavation, backfill, surface OOb. !r 61,600. repair, thrust blocks and thrust restraint, asshown on these Tans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 11+00, including all valves, fittings, 26. appurtenances, temporary blow -off, pressure testing, 1 LS $ /�� 5D0. $ excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 35+75, including all valves, fittings, 27. appurtenances, temporary blow -off, pressure testing, 1 LS $ ro, 000. $ f d, 600. excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 6" pipeline at sta. 40+14 ±, including 28 all valves, fittings, appurtenances, temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, 9� 000. q, D o D . excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Remove and replace connection between existing 12" pipeline and existing 8" pipeline at sta. 49+75 ±, including 29 all valves, fittings, appurtenances, temporary blow -off, 1 LS $ $ pressure testing, cathodic protection on DI fittings, . /D, 000. I6" 006. excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 20" water transmission main to existing 12" main at sta 61+83, including all valves, fittings, 30. appurtenances, temporary blow -off, pressure testing, 1 LS $4; $ excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. 5 C-12 J I I I H I fl PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.Connect Description Quantity Unit Unit Cost Total Cost proposed 24" water transmission main to existing 12" main at sta 88+23, including all valves, fittings, 31. appurtenances, temporary blow -off, pressure testing, 1 LS $6,6-do. $ �-oo. excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Connect proposed 24" water transmission main to existing 12" main at sta 116+77, including all valves, fittings, 32. appurtenances, temporary blow -off, pressure testing, 1 LS $ 5-do $ excavation, backfill, surface repair, and thrust restraint, as shown on these plans, complete and in place. Relocate existing Fire Hydrant at sta. 29+78±, including all fittings, appurtenances, temporary blow -off, pressure 33. testing, pavement sawcutting and removal, excavation, 1 LS $ oo. $ backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Relocate existing Fire Hydrant at sta. 43+34f, including all fittings, appurtenances, temporary blow -off, pressure 34. testing, pavement sawcutting and removal, excavation, 1 LS backfill, surface repair, thrust blocks and thrust restraint, as shown on these plans, complete and in place. Protect in place existing 12-inch and 8-inch water pipeline, including all special bracing and support, 35. shoring, shut -down coordination with City, temporary 7530 LF $ services, high -lining or other means to maintain the �, oo operation, service capability and integrity of existing water pipelines. 36. Remove and replace concrete drainage depression, as 20 CY $ 5D0. shown on these plans, complete and in lace. 37 Remove and replace concrete cross gutter, as shown on 140 CY $ $ lu, 000. these plans, complete and in lace. ,300 • 38 Remove and replace concrete curb and gutter, as shown on 170 CY $ these plans, complete and in place, 39. Chlorination and testing of all new water mains and 1 LS $ ib� doo. $ appurtenances, complete and in lace. 40. Prepare Traffic Control Plans and secure a roval s . 1 LS $ 5 DDo $ ODD. Implement approved Traffic Control Plan. Provide traffic control throughout work area, including temporary 41. pavement markings and stripping, signage, barricades, 1 LS $ . $ personnel and all other control measures necessary for the /©l Ooo. ! O' coo, duration of the project. C-13 7 L E �1 J 1 1 n u PROJECT BID SCHEDULE B ALTERNATE BID DUCTILE IRON PIPE OC-9 WATER TRANSMISSION MAIN REPLACEMENT, CC-1274 CITY OF HUNTINGTON BEACH Item No.42 Description Quantity Unit Cost Unit Total Cost Remove existing mature tree. Grind stump and root to 24- 50 EA $ ��' $ `3' 7'S inches below grade. 43. Plant new 24-inch box tree per City Standards No. 714; 100 EA $ j p p . $ jot 000. No. 715 2 of 3; 3 of 3); and Standard 718. 44. Remove and legally dispose of existing sidewalk. 50,000 SF $ /, 0 0 $ SD, 6eo. 45. Construct new sidewalk per City Standard No. 207. 50,000 SF $ j , 5 D $ 46. Adjust/Restore Survey Monuments and/or Ties 12 EA $ p p, $ 47. Demobilization and Cleanup 1 LS $/p�6gp $10 o00. 48. Cathodic protection system 1 LS $f 0oa. $ 3c7� poo. 49. Shoring, Sheeting, and/or Bracing as required. 1 LS $,5o 6&,o $ 5D� 000, Total Amount for All Alternate Bid DI Items t 4r, OC-9 Water Transmission Main Replacement; CC-1274 City of Huntington Beach tYr/ «-f7 *YA4 A^C Total Amount for Alternative Bid All Bid Items in Words-v- Notes: All extensions of unit prices will be subject to verification by the Owner. In case of variation 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. o��g C-14