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West Orange County Water Board - Specifications for Water Su
IL.ell SFECInGATIONS Foa WEST ORa M MUM RAM BOARD WATIM SUPPU LIMPS man Cocnr V CUZFMU 1955 BOARD OF DnumnaS Willie H. Warner, Chaixmaa of Board Representing Orange County Water Worke District Noe. 3 and 5 William H. Hirstein, Hamber Orange County Board of Supervisors Flcpreeenting Orange County Water Works District Noe. 3 and 5 Arch F. Lockett, Councilman City of Huntington Beach Representing City of Huntington Beach Victor Terry, Council=n City of Huntington Beach RWasenting City of Huntington Beach i i { i r Prepared by WIR:50H & 110OLLET { Consulting Engnoera 308 ibict Fifth Streat Santa kin, California s IN= 9 P-� A. ADVFRTISrERM FOR DIM 1-6 B. INFOR}!"'LION EM BIDDERS B-1. Sscuring Documents 7 B,-2. Propouale 7 B-3. f�Ythdrawal of Bids g B-k. Request for InterprxtatAnn 8 B-S. Contract Documents 9 B-b. Openfng of Bide 9 B-7. Award of Contract or Rejection of Bids 9 B-8. Bidders interested in More Than One Bid 9 Bonds and Insurance. 9 B-10. Land, Easements, Permits, Licenses 9 B-11. Workmen and Wages 10 f B-12. A Copy of the Advertisement for Bids 10 B-33. Sub-Contracts 10 C. GENERAL PROVISIONS Sectionr1..ilrrl C-1 Definitionsr andwrww ferns w��. r�r��MMr�r r r rrrrr . f a Bidder 31 ' b County n c Board n d Secretary 31 (e Contract n (f Contractor 11 (g Legal Address of Contractor 11 • (h) Sub-Contractor u (i) Engineer 11 i ( Laboratory 11 (k) Plans 12 (1) Specifications 12 (m Proposal 12 (n Street 32 o Easement or Right-of-ATay 12 p Roadway 12 (q Sidewalk Area 12 (r) A. S. T. M. 12 Section C-2 Proposal Requirements and Conditions rY ■ rY■ w��ur�rrw.� rY'rr1 s�V+ (a Approximate Estiauto 13 (8 Examination of Plans, Specifications, and Site of Work 13 (c) Proposal Form 13 d Bid Security U e Rejectien of 1ropoaals - Rsturn of Bid Security 14 f Signora to Bid 14 -i- w.. T i Section Cr3 A,�;r��din� d Execution of Contract » (a Award of Contract 15 b Return of Bid Security of the Successful Bidder 15 (c Contract Bonds 15 • d Execution of the Contract 15 (e List of Sub-Contractors 15 (f) Sub-Contractors 15 Section C-4 ScM,_f Work a Work to be done 17 b Alterations 17 c Change Orders and Extra Work 17 Id Obstructions 1B e Remmal of Obstructions IB f Sanitation 16 i gI Final Cleaning-up 16 Section C-5 Control. of the Work (a) Authority of the Engineer 19 (b) Plans 19 (c) Conformity with Plans and Allowable Deviation 20 (d Coordination of Plans and Specifications 20 e Interpretation of Plans and Specifications 20 � (f Superintendence 20 ; (g Lines and Grades 20 -. h, Inspection 21 i� Removal of Defective and Unauthorized Work 22 (3) Final Inspection 22 Section C-6 Control of Materials jai Samples and•Tests 23 b Defective Materials 23 (c) Surplus Materie a 23 Section C 7 logal. Relations and Responsibilities o th Public �a) Laws to be observed 24 b) Affidavit 24 (c) State Funds Allocations 24 (d) Labor Laws 24 e) Domestic Materials 24 (f Registration of Contractors 25 (g Permits and Licenses 25 (h Patents 25 fi Public Conveniences and Safety 25 jj) Responsibility for Damage 25 (k Contractorls Insurance 25 1; Contractor's Responsibility for Work 26 ©) Cooperation Between Contractors 26 n No Personal Liability 27 (o Responsibility of Board 27 p) Safety and Accident Prevcntion 27 ..�i_ ftLe Section C-8 Prosecution N&Progrre`ss � �.r (a) Subletting And Assignment 28 (b) Progress of the Work 28 (c) Character of Workmen 28 d Temporary Suspension of Work 28 e Time of Completion and Liquidated Damages 28 f Suspension of Contract 29 (g Right of Way 30 �h Removal of Utilities i Right of Access to Street 31 (J Extent of Street to be Opened Up 31 (k Restoration of Injured Property 31 Section C•r9 Measurement axed Pam t (a Measurement for Pay Quantities 32 ib progress Payments 32 ci Final Payment 32 (d) Bctra and Force Account Work 33 Section C-10 Alien Labor Hours of Labor and Preya Wages .r �r✓rll lY.w-Ir♦rlrr �rr�l�r��i (a Alien Labor 34 b Hours of Labor 34 c ?ram Wages 34 D. SPECIAL COIWITION3 1. Location 38 2. Rail and Highway Facilities 38 3- Rights-Of- Tay and Work Areas 39 4. Datum 38 5. Co= neement and Completion of Work 38 - 6. Maintenance of Highway and Roadway Traffic 38 7- Contamination of Pipe and Appurtenances 38 i8. Disposal of Surplus Material 39 9• Description and Conditions of the Work-Special j and/or General 39 • 10. Qrder of Work 41 E. DETAIL SPECIFICATIONS Frl General Description of the Work !a Outline of Work to be done 42 ?b Comaencement, Prosecution and Compl.cticn 42 (c Conduct of Work 42 Fr2 Excavation ' (a General 44 (b Character of Haterinl 44 (c Clearing and Grubbing 44 (d Trenches and Tunneling 44 7 z r Pia E-2 Excavation (Continued) (o Width and Depth of Trench 45 (f Shoring 45 (g Unauthorized Excavation 45 (h) Additional. Excavation 45 (i) Clearance for Structures 45 3 Blasting 45 k) Removal of Water 46 1) Disposal of Material 46 m) Backfilling 46 n Care of Existing Structures 47 o Embankments 47 (P Regrading and Repaving Streets 48 NDetours 48 Measurement and Pavement 48 Fri Canc_ �e•te I 4a) General 49 Consistency 49 (a) Cement 49 (d) Fine Aggregate 49 e) Coarse Aggregate 50 i f) Admixtuor© 51 (g) Water 51 (h Classes of Concrete 51 (ii Water Content and Slu,p Range 51 (3 Measurement of Materials 51 �k Concrete Proportions and Consistency 51 l Field Test of Concrete 52 HMixing 52 Cement Mortar or Grout 54 (o� Forms 54 Ip Conveying Concrete 55 W Placing Concrete 55 r Watertightness of Concrete Work 57 s Joints and Bonding 57 (t Inserts 58 (u) Finishing 59 (v) Care of New Work 59 E-4 Reinforcement (a) ReLiforcing Steel 61 (b) Reinforcing Mash 62 E-5 Pigs (a) Types 63 t (b) Specifications for Pipe 64 (1) Welded Steel. Pipe 64 (a Quality of Steel 64 bi Fabrication 64 c) Endo of Pipe Sections 65 (1) Ends for Mechanically Coupled Field Joints 65 -iv- 1 • 4 r E-5 Pipe (Continued) Ems_ (2) Ends for Caulked Field Joints 65 WPlain Ends Fitted with Flanges 65 Plain Ends Fitted With Butt Straps for Field Welding. 65 (d) Testing 66 (a) Application of Cement Mortar Lining and Coating 66 (1) Materials 66 (2) Interior Lining 66 ( ) Exterior Coating 67 (f) Inspection 67 (g) Loading and Transporting 67 (h) Alternate Design 67 (2) Cast-Iron Pipe 68 (a Quality 66 b Type of Joints 68 (c Specials and Fittings 68 (d Flanges 69 (Y Delivery and Handling 69 ) Joint Material 69 (.I) Cement Asbestos Pipe (a) General 70 MQur:�Lity 70 Couplings and Adapters 70 (d) Cast-bast Fittings 70 (4) Galvanized Water Pipe and Fittings 70 (c) Laying Pipe 73- (d Higtm y and Railway Undercrossings 73 1) General 73 (2) Payment 73 (a) Connections to Existing Pipelines 73 1 General 73 2 Cutting Existing Mains 73 (3 Payment 73 F-6 Lolves and Hydraulic Specialities (a) Gate Valves 74 b) Pressure Relief Valves '74 (c) Air and Vactntm and Air Release Valves 74 (d) Pressure Reducing Valves 74 (e) Water Haters 74 (f Pressure Gauges 74 (g) Fittings and Specials 75 RGeneral 75 Angles and Benda 75 (3 Wyes and Tces 75 NOpenings 75 Tests 76 (6) Galvanized Pipe and Appurtenant Fittings for Blow-offs 76 (7 Valve Box and Cover 76 (8 Fire Hydrants 76 -vr , j t i EMS E-7 Tests 76 t E-B Sterilization 77 E-9 2lean-Up"���' Re s 77 E-10 Placing in Oreration and Final AtJoroval 77 Frll Par.Msnt 77 Proposal - Names and Addresses of Sub-Contractors P1 - P41 Agreement Al - A4 r { S F e r i 1 G i I 1 4 t i i i i 4 I I� I I f i i I A. ADVERTISMFM FOR BIDS A-l. In pursuance of a Resolution of the Board of Directors of the West Orange County Water Board of Orange County, California, adopted ar z Z , �, 1955, etirecting this notice, notice is hereby given that the Board of Directors of the Nest Orange County hinter Board, being duly authorized so to act, will. receive, at its office in the City Hall at Huntington Beach, California,. bids for furnishing all labor, equipment, transportation, materials and such other facilities as may be required, and for constructing therewith a Water Supply system for West Orange Count•,; such improvements f consisting of approximately 85,000 Lineal feet of 6-inch, 8iinch, 10-inch, 12-inei, 14-inch, 15-inch, 18-inch, 21-inch, 22-inch, 24-inch, 26-inch and 28-inch diameter pipe lines and appurtenances in and along Dale Avenue, Westminster Avenue, Newland Street, Winterabuurg Avenue and other streets and/or easements adjacent to Garden Grove, Westminster, Midway City and Huntington Beach, California. A-2. Copies of the Contract Documents may be examined at the office i of HWISON & WOOLLEY,$ CONSUL TTG E14GIHEMS for the West Orange County Water i Board of Orange County, California, located at 308 West 5th Street, Santa � Ant{, California. A set of the plans, specifications and.other contract documents may be obtained at the above mentioned office upon deposit of Fifteen Dollars ($15.00). This deposit will be refunded upon return of such documents in good condition within ten (10) calendar days after the opening of bids. A-3. Each bid shall be made in accordance with terms net forth in Information to Bidders, and with due consideration to each provision of the � contract documents, the plans and specifications, and all addenda setting forth any modifications or interpretations of any of said documents. A-4. Each bid shall be made on the form and in the manner provided in the contract documents, and shall be accompanied by a certified or cashier's check or bid bond for not less than ten (20) percent of the amount of the bid, made payable to the West Orange County Water Board of Orange County, • California, and shall be filed in a sealed envelope with the Secretary at his office at the City Hall in Huntington Beach, California, before the hour of 3:00 P.11. J U+.Y 1., 3 ■rr -- . 1955, at which time bids will be opened bi .r rr�rrr�r� rirr�tn public and read aloud by the Secretary of the West Orange County Eater Board of Orange County, California. The above mentioned check or bid bond stall be given an a guarantee that the bidder dill enter into the contract and furnish the required bonds within the times hereinafter stated if the award is made to him, and in case of refusal or failure to do so within fifteen (15) calendar days of notice of ouch award, the check or bid bond, as the case may be, shall be forfeited to the West Orange County Water Board. A-5. Unless otherwise required by law, proposals in the hands of the Board at the time not :or opening, are irrevocable and no bidder may withdraw his bid for a period of thirty (30) calendar days after tho date set for the opening thereof. -1- I A41. Time srilI be the essence of the contract and the bidder shall include in his proposal a statement as to the time required to make delivery of materials and to complete the work, and the bidder shall present satisfactory evidence of his ability to conform therewith. • A-7. The successful bidder, simultaneously with the execution of the agrment, will be required to furnish a labor and material bond in an amount equal to fifty (50) percent of the contract price, and a faithful performance bond in an amount equal to one hundred percent (100%) of the contract price, which bonds are more fully described in Information to Bidders. A-S. The successful biddor will be required to procure and maintain { : insurance, which insurance is more particularly described in the Inf' mat!on for Bidders. A-9. Notice is hereby given that pursuant to the Statutes of the State of California, or local law thereto applicable, the West Orange County Water Board of Orange County, California has ascertained the general prevailing rate of per diem wages, and rates for legal holidays and wartime work, in the 1-cality in which this work is to be performed, for each craft or type of workman or mechanic needed to execute the contract which will be warded to the successful bidder. i (a) The prevailing rates so determined are as follows: Trade.or Occupation Hourly Wage Raise f 1 � I G r • li I SgHEDULE OF P10-ARIW, RA'17,5 OF Yl�Mlr WANES � wwrJlY���wrWwr .Clampifi icatiA Rate W_Ih ur A-frame-boom truck operator 2.68** Air, compreeaor operator 2.37** Apprentice engineer, including fireman, oiler, greaser 2.25** Asphalt raker and Ironer 2.285* Blacksmith 3.05 Blacksmith helper 2.75 Buggymobile man 2.283* ; Calker cement joints) 2.125* { Calker (using calking tools) 2.265* Carpenter 2.775*# Cement dumper (1 c.y. or larger miner) 2.285* Cement mason 2.70** C.hucktender 2.235* Concrete curer - 3mpercdous membrane 2.265* Concrete mixer operator - skip type 2.52* Concrete pump or pumperete gun operator 2.52** + Cutting torch operator 2.125* Cribber ur shorer 2.435* i�rillor core, diamond or wagon) 2.525*r Driller call others) 2.365* Electrician 3.20 Equipment operator, universal (shovel, dragUne, derrick, clamshell, crane, etc.) 2.91** Flagman 2.075* Haavy duty repairman 2.76** . Heavy duty repairman helper 2.25** Laborer, general or construction 2.075* Laborer, underground 2.18 Miner (hand or machine) 2.445* Motor patrol operator, including any type • of power blade 2.82*0 Mucker, dump An, and trackman 2.235* Operator or tender of pneumatic and electric tools, vibrating machines, and similar mechanical tools 2.285* Pavement breaker operator 2.6o** Pipefitter 3.25 Plumber 3.25 P=,p operator 2.52** Reinforcing ironworker 2.85* j Riggers - same scale an craft to which ruing In incidental Road oil mixing machine operator 2.76"" a _3_ r • `�. r Irsr rrwr+elr�w.Iw�� $_-MDULE OF PREY 7.L NG RATM,OF WAGES ,continued Cl4ssifica,tion Rate oer hour .r.....�. , Roller operator 2.60** Sandblaster (pot tendar) 2.265* Sandblaster (nozzlem n) 2.525* Scaler 2.3.25* Scaler (power toots) 1:.335* Screed operator 2.37e* Sewer pipe Uyer (excluding calker 2.385* Sheet metal worker 3.00*e* Skiploader operator - wheel type 2.52** Structural. ironworker 2.85 Tarman and mortarman 2.125* • Tractor hi-lift shovel operator 2.91** Tractor operator 2.68" Tractor scraper or drag-type shovel-tandem 3.09" Trenching machine operator 2.76** Truck driver dump truck less than 4 ey.) 2.18* Truck driver dump truck 4 coy. but less than 8 c.y.) 2.21* Truck driver (dump truck 8 coy. but less than 12 coy*) 2.26* Truck driver (dump truck 12 coy. but leas than ' Truck driver (dump truck 16 c.yo or more) 1.56* ! ' Truck driver less than 6-ton capacity) 2.18* , Truck driver between 6 and 10-ton capacity) 2o2l* Truck driver between 10 and 15-ton capacity) 2.26* Truck driver (between 15 and 20-ton capacity) 2.394 Truck driver 20-ton or more) 2.56* Truck driver Euclid type op.eader trucks) 2.56* Timck driver dmapsters) 2.56* Truck driver transit-mix trucks-under 3. coy.) 2.42* Truck driver transit-mix trucks, 3 c•yo or more) 2.56* Truck driver water truck under 2500 gals.) 2.24* Truck driver twater truck 2500 gals. or more) 2.36* Watchman 1.71* Welder - samo scalo as craft to which welding is incidental Any classification omitted herein not less than 1.97 # Plus 60.075 per hour for Health and Welfare Plus $0.10 per tour for Health and Welfare Plus $0.075 per hour for Health and Welfare and $0.063 per hour for vacation. -1�- r— e i 9 M CLASSIFICATION RATE FER HOUR r t'VL1.C11"7i N All foremen not herein separately classified, shall be paid not less than 17-1/2 cents per hour more than the hourly rate of the 1 highest classification over which he has supervision, as to the SIX l BASIC TRADES: and not less than 12-1/2 cents per hour more than the }i 1 journeyman rate for the craft involved as to the SUB-TRADES. APPRENTICES Apprentices may be employed in conformity with Section 1777.5 of the California Labor Code. • RIGGERS Same wage scale as craft to which rigging is incidental. { The minimum wage paid to all unskilled labor for which rates are i not shown abarre, shall be not less than 61.97 per hour. ' -5- I f I` Rates for overtime are one and one-half (1-1/2) times the above rates; and rates for Sunday and holidays, except for watchmen, guards, and flagmen are one and one-half (1-1/2) times tho above rates. (b) The foregoing schedule of wages is based upon a working day { of eight (8) hours. The hourly wago rate prescribed herein above is the per diem rate divided by eight (8). (c) It shall be mandatory upon the contractor to whom the contract is awarded, and upon any sub-contractor under him, to pay not a s. than the said specified rates to all laborers, workmen, and muchanics employed by them M the execution of the contract. A- 10, The West Orange County Water Board reserves the right to delay the award of the contract for a period of thirty (30) calendar days and to retain the certified checks or bid bonds, of any three bidders during that period and thereafter until the execution of the agreement by the successful bidder. A- , The West Orange County Water Board reserves the right to rzject any or all bids and to waive informalities. By order of the ZJest Orange County Water Board of Orange County, California made J„� F ,� � 1955• J. L. Henricksen, Secretary West Crange County Water Board of Grange County, California. I -b- x B. INFORMATION FOR HIDDERS B•-1. SECURING DOCUMENTS Plans, specifications and other contract documents may be examined at the office of MRRISON & WOOLLEY, CONSULTING ENGINEERS, 308 West 5th Street.-,'Santa Ana, California. Copies of the contract documents, may be obtained from the above mentioned office upon the deposit of fifteen ($15.00) dollars for each set. The amounttj so deposited will be refunded upon return of such documents in good condition within ten (10) calendar days after the receipt of bide. B»2. PROPOSALS Bids to receive ecnoideration shall be made in accordance with the i following instructions: (a) Bids shall .be made only upon the form provided by, the Board. Bids shall be properly executed and the signatures of all persons signing shall be in`long hand; all items of each schedule shall be properly filled out, and numbers shall be stated both in words and figures. In case words and figures do not agree, the words shall govern and the figures shall be disregarded. If any uuil price and the total amount . Hamad by.the bidder for any item are not in agreement,, the unit price alone will be considered as representing the bidders intention, and the totals will be corrected to conform thereto. All prices or sums shall include all sales and other taxes which may be payable. (b) Bids shall be without interlineations, alterations, or erasures and shall not contain any recapitulation of the work to be done. Alternative proposals, special conditions or other limitations or provisions affecting the bid, excepting as such be called for by the contract documents, will render the bid informal and may cause its rejection. A bid which is obviously• incorrect or unintelligible, or requires an additional statement or clarifi- cation of/or by the bidder, will be rejected. (c) No oral, telegraphic or telephonic proposals or modifications of the bid will be considered. i (d) Buds shall be accompanied by a certified or cashier's check or �aj.bidderfs bond, acceptable to the Board, for an amount,not less than ten ) percent of the total bid price, made payable without condition to the order of the West Orange Count Vfater Board. Said check or bond shall i � Y be given as a guarantee that the bidder will, if awarded the contract, i promptly execute such contract in accordance with the proposal end in the ;I manner and form required by :he contract documents, and idU furnish good and sufficient bond for the faithful performance of the came. In case the bidder fails or refuses to execute the contract agreement within the • specified time, the cachierts check or the bid bond, as the case may be, j! shall be forfeited to the Board. The bid security of the successful. bidder .I will be returned to him upon the execution of the contract• agreement and of the bonds required by the contract documents. The bid security of each othor •7- bidder may be held'by the Board until the contract has been awarded and executed for the work on the project but net after his bid has been rejected nor for more than sixty (603 calendar days after bide are opened. (a') - Before submitting a bid, the bidder shall carefully examine the plans, .read the specifications and the forms of all, othar contract documents, shall visit the site of the work and shall fully inform himself as to all existing conditions and limitations, including the character of equipment and facilities needed preliminary to and during the prosecution of the work and as to all other matters which can in any way affect the work to be done. The quantities noted in the bid schedule are approximations for comparing bids, and no claim shall be made against the Board for any excess or deficiency therein, actual or relative. (f) If,the proposal is made by an individual, it shall be signed by him and his Full name and address shall be givZ; if it is made by a firm, it shall be signed with the co-partnership nacre by a member of the firm," rho shall also sign his own name, and the name and address " of each member of such firm shall be given; and if it is made by a corporation, the name of. the..corporation shall be signed by its duly authorized officer or officers, the corporate seal affixed, and the address of the corporation, the names of the officers of the corporation and the state in which incorporated, shall be given. I (g) . Bids shall be delivered to the Secretary of the Board.at the Council Chambers in the QLty Ha11, 1kntington Beach, California, on or before the day and hour set for .the F31ing of bids'iri th?�Advertisement for Bids as published, enclosed in a sealed envelope be the title of the work and the. name of the bidder, but no other distinguishing mark. It is the sole responsibility of the bidder to see that his bid is received in propor time. Any, bid received after the scheduled closing time for receipt of bids shall be returned to the bidder unopened. i B-3 WITHDRAWAL OF BIDS Any bidder may withdraw his bid, either personally, or by telegraphic ` or written request, at any time prior to the scheduled closing time for the receipt of bids. It is the sole responsibility of the bidder to see that any such telegraphic or written request is delivered to the Secretary prior to said closing time. B-k ,R EST�FOR.RUEP+RETATION If any person contemplating submitting a bid is.in doubt as to the # true meaning of any part of the plans, specifications, or other proposed contract. documents, or finds discrepancies in, or omissions from the drawinll,e or,specifications, he may request the Engineer, in writing, for an interpretation or correction thereof. The person submitting such a request shall be responsible for its prompt delivery. All such Snterpretations of the contract documnts will be made only by duly issued and a copy of each such Addendum will be mailed or dr40.vvred to each person receiving a set of contract documents at his 1 lot address of record. The Board will, not be responsible for any other explanations or interpretations of the contract documents. i t{ 1 i I B-5 CONTRACT DOP-MLO The contraot documents will. consist of the Advertisement{for;Bids the laccimation or Bidders.. the,Genera]. 'Provi� s�i_, the.. Saeeccifications, the S ecial. Provisions, the + F_� er ormance and Lor.and aterial Bonds the hsuralellacume;- e agreement, the ,Promo Form, and Bi'd Schedule, the Sperm i at Drawings and all Addonda setting forth any modifications or interpretations of any of said documents. All of the provisions thereof shall be given due consideration by the bidder and shall be covered by the bid. B-b. OPENING 0!" BIDS Bids will be opened and publicly read aloud at the time set in 'the Advertisement for Bids, at the office of the West Orange County Water Board in the Council.Chambers of the City Hall, Huntington Beach, California. Bidders or their representatives and other interested persons may be present. B-7. AWARD OF COM AU OR E&ECTION OF BIDS ' .The:contract will, be irirarded to the lowest responsible Bidder complying with .these instructions and with the Advertisement, for Bids. The Board,, however, reservip.the right to reject any or all bids and to waive, any informality 'in the bids received. Upon*"notice in writing, of the award of contract to a Bidder,, said-Bidder shall.'prepare three conformed copies of all contract.Doeu- ments,, which will be furnished free of charge, and shall attach thereto all bonds and other certificates required by said Contract Documents, and shall execute the Agreement, in triplicate within fifteen (15) calendar days after the date of the notice of award. B-B. B�IDD RS�INIERF4TED III,MARE,. THAN 0��1E BID No parson, firm, or corporation, shall be allowed to make or file} or be interested in more than one bid for the same work, except where alternative bids are called for. A person, firm or corporation who has submitted a sub-proposal to a Bidder, or who has quoted prices on materials to a Bidder, is not thereby disqualified from submitting a sub-proposal or quoting prices to other Bidders. ! B-9 BONDS AND INSURANCE The Bidder submitting the accepted bid ,shall furnish a Faithful Performance Bond and'a Labor and Material Bond in the amount and character set forth in the General Provisions, and will be required to obtain insurance in the amount and character not forth in the General Provisions, including Compensation and Employerst Liability Insurance, Public Liability and Property Damage Insurance, Automobile Public Liability Insurance, and Fire Insurance. B-10. LAND.■EASE-EITS■ FErI�tITS. LICENSES n ■ter +....+.■.wi■■wr...rr■ir•�■i■■�■�■i■a. The Board will provide all necessary land, rights-of-sway, easements, • permits, and licenses for permanent structures or improvemonts, but the contractor will obtain and pay for all permits and licenses of a temporary —9— tiM t nature necessary for the prosecution of the work, and fer all additional areas required by him outside of the limits of right-of-way provided. B-11. WORKMEN AND WAGES Attention is specifically directed to the provisions in the General Conditions having to ,do with Workmen and Wages, including hours of work, wage rates, and employment of aliena. The succesaful bidder will be required to observe all applicable provisions of the Labor Code of the State of California. B-1.2. A MPPY ELF TLM A.,DVERT78EHENT FOR BIM A cagy of the Official Advertisement for Bide shall be attached to the Prcroosal Form and Bid Schedule by the -Contractor eutxrit itig�.a bid. .r-'/.r��.r�r-�r1ri11 rll ii..Y.rr B-1,3. SUB COMACTS If the Contractor intands to sub-contract any portion of the work bid upon, the bid or proposal must set forth the names and Addresses of any and all such proposed sub-contractors, and the extent of the work to be done by each. -lo- • GENERAL PROVISIONS SECTION C - 1 DEFINITIONS AITD TERMS The following terms, or pronouns in place of them, as used in these specifications and contract documents are respectively defined as follows: (a) BI_ DDT, - Any individual, firm or corporation submitting a proposal for the work contemplated, acting directly or through a duly authorized representative. (b) COUNTY - County of Orange, California (c) BOARD West Change County Water Board shall mean the contracting agency responsible for the work outlined herein. (d) SE••-CF�iEI'ARY - Secretary for the West Orange County Water Board. (e) ;tCONTRACT:- The,_written agreement governing the performance of,the��Mrork nrMe. furriiahing of`labor and materials in the "'a construction of the work.`;; The Contract shank` 61 6 ttio;"Advertisement f aide."(eametimes called;.the.Notice to Contractors)" ' the mat gn four Bidders, ,the General' Provisione,°_ the �Pro i oaal ;the Plans and Specifications. the S ecial l Provi9ions the,Faithftil.��P�ox manse and -_ or and Materials Bonds, the Insurance )ocuments the Bid Sc ad a and any and iU addond�.1 d,SuRplemental agreements amending or extending the work contemplated and which may be required to cacTlete the work in a substantial and acceptable manner. (f) CONTRACTOR - The person or persons, co-partnerahips or cor- porations with wham this contract is made by the West Orange County Water Hoard, or Board. (g) LEGAL ADDRESS OF CONTRACTOR - The legal address of the Con- tractor shall be the address given on the Contractor's bid and is hereby designated as the place to which all noticed, letters or other communisations to the Contractor shall be mailed or delivered. (h) SUB-CONTRACTOR - An individual, firm or corporation supplying labor and or materials, or labor only, or equipment, for work at the site of the project whose contractual relationship in with the Contractor and not with the Board. Sub-contractors will not be recognized as such by the Board and all labor, materials, and equipment furnished by them will be considered as having been furnished by the Contractor. + I (i) MIG_„I�-- The Engineer designated by the West Orange County Water Board, or Board, acting either directly or through properly authorized agents; • such agents acting within the scope of the particular duties entrusted to them. (�) LABORATORY, - The Materials Testing Laboratory authorized by -11- I the Engineer to test materials and work involved iW the contract. (k) PJANS - The plans, profiles, typical crosa-aeations, general crone-sections and working drawings, or exact reproductions thereof, which shorr the location, character, dimensions and details of the work to be done, and which are to be considered as a part of the Contract supplementary to these specifications, (1) SPECIFIQATIONS'M The directions, provisions and requirements contained herein pertaining to the method and mariner of performing the work and to the qualities and quantities of material to be ,furnished under this contract. (rs) AL -► An offer, properly signed and acknowledged, to furnish matepand to perform work called for by the Contract Documents. (n) S -- Public street, road, highway, boulevard, avenue, court, lane or other public place. (o) EA3EMEh"T Qft RIGHT-OP-WAY - Either a deeded right-of-way, or an easement or right -way or"use of the Board to install pipelines and appurtenances. • (p) RO A - The area between curbs or curb lines. (q) SIDEWAIK AFX - That portion of the street between the property line and tie adjacent curb line. (r) A.S„_T M. - The American Society for Testing Materials. All references to the specification's of the A.S,T.Mv are understood to refer to the current specifications as revised or amended at the date of receipt of bide. i i I . j w�� i GENERAL PROVI3ION5 SECTION C - 2 PROPOSAL MUMIEN'rS AND CONDITIONS (a) APPROXIMATE,ESTIHATE -The quantities, given in the' Notice to Contractors, Proposal a d E tract forms are approximate only, being given as a basis four the comparison of bids, and the Board does not, expressly or by implication, agree that the actual amount of work per- , formed.or'materials furnished will correspond therewith. The Contractor agrees that the Board will not be held responsible if any of :said quan- titi.ca ohall be found incorrect; and said Contractor will not make may claim for damages or for loss of profits because of a difference • between the quantities of the various classes of work as estimated and the work actually done. If any error, :mission, or misstatement shall be discovered in the said estimated quantities, the same shall not in- validate thin Contract or release the Contractor from the execution and completion of the whole or, any part. of the work herein specified, in accordance with tho specifications and the plans herein mentioned and for the prices,herein agreed upon and fixed therefor, or excuse him from any or the obligations or liabilities hereunder, or entitle him to any damages or compensation otherwise than as provided for in this contract. (b� LXAMIPlATI4N 0�F PTANS ; SPEC„CIFICATIO.NS, AND SITE;OF WU - The Bidder Man examine carefully the site of the work contemplated and.the Proposal, Planes Specifications, and.Contract fords therefor. It will be assumed that the Bidder has investigated and is satisfied as to the conditions ,to be encountered, as to the character, quality, and quanti- ties of Work to be performed and.materials to be furnished, rnd as to the requirements of these epecificstions and the contract. it is mutually agreed that the submission of a proposal shall be considered If prima facie evidence that the Bidder has made such examination. (o);, PROPOSAL FORM - All"proposals must be made upon blank forma i to be obtained from the Consulting Engineers, Harrison & Woolley, at their .office, 308 West Fifth Street;$Santa`Ana; 'California. All proposals must give-the prices bid`for thenyarious:itema*iof,work and must,be signed by,;the Bidder ,,who;shall.give his, address ;C. Each bid shgns}�all have thereong ttie a"ffidevit�oP 'tlie` Bidder that auchX id.,is� enuine . �1N■.4rrr■i r.r ...w.rr ■ A��II�•r ■q1■ iw�rrr_r.-,'su rb��..r■rn mow.. and`not sham orrcoLusive:>or,madev in-the linterest- or behalf of_any_ other neraari,not�therein named-and•that-the;Bidder has not dire ctl or indirectly induced or soLtcitedAan other bidder to utiin a ham bid or an - gerson, firm or corporation to-refrain frnm bidding, and that the Bidder has not in-.4nv manner sought U coal.us on to secure to himpelf an advantage over anv other bidder. No person, firm or corporation, shall be allowed to make or file, or be interested in more than one bid for the same work, unless alternate bids are called for. A person, firm or corporation who has submitted a sub-proposal, to a Bidder, or who has quoted prices on materials to a Bidder, is not thereby disqualified from submitting a • sub-proposal or quoting prices to other Bidders. If, on the opening of Bide, more than one bid appears in which the same person, firm or corporation is interested as a principal, all such bids shall be rajected. (d) BID SECURITY - Each proposal shall be accompanied by a check certified by a responsible bank, payable to the order of the West Orange County Water Board, or a bidder's bond by a reliable surety company, j acceptable to the Board in an amount equal to not less than ten percent i (10, � `of the'aggregate of the proposal as a guarantee that the bidder will, if awarded the contract, promptly execute such contract in accordance , with the proposal and in the manner and form required by the contract documents, and will furnish good and sufficient bond for the faithful, performance of the same. No proposal shall be considered unless accompanied by such check or bidder's bond. (e) REJECTION OFvPROPOSALS OF-BID SECURITY - The • proposal shall be. without interlineations, alterations, or erasures i and shall not contain any recapitulation of the work to be. done. Alternative proposals,. special conditions, or other limitations or 1 provisions affecting .the bid, excepting as such be called for by.the f Contract Documents, will render the Bid informal and may, cause its rejection.=..,:;The. Contract will%be awarded to the lowest responsible Bidder complying with the requirements of the Ynformation for Bidders and the Advertisement for Bids. Tho Board, however,i"xeserves the right to reject any or all bids,, and to wave any informality in the bids recoived. The bid security of the three lowest bidders.,will be retained until the contract is awarded, or other disposition is made thereof. The bid security of all bidders except the three lowest may be returned promptly after the canvass of bids. If all bids are rejected tho Board will return all checks or bid bonds to the respective { bidders, promptly, and may again invite sealed proposals as in the first instance. i (f) SIG�NATUTURE TKO—BID, - Extreme care should be used in affixing the name and signature of the bidder. Normally, the bidder is either an individual doing business under his awn name or doing business under a fictitious name, or is a copartnership or is s corporation. The following is a suggested method of executing bid in each of these situations: If the bidder is: An individual using a firm name, sign: example, "John Doe, an individual doing business as Blank Co." 2. A copartnership, sign: example, "John Doe and Richard Doe, copartners doing business as Blank Co., by John Doe, copartner.'$ 3. A corporation, sign: example, "Blank Co., a corporation, by John Doe (president, secretary or other title showing authority to bind corporation). Corporation seal should also be affixed. . yr GENERAL PROVISIQNS SECTION C- AWAPDI� AIM.EMCUCION^ OF CONTRACT (a) A WD OF CA�Ni'R�ACT The Contract Nf1l be a,.,zrded to the love responsible Bidder whose proposal complies with all the requirements of 1 the Contract Documents. . The Board, however, reserves the . , right to reject any or all bids, and to waive any informality in the bids received. The.award, if made, will bo made within Thirty (30) calendar days after the opening of the bids. (b) RET OF BTP8 C TY F THL SUCCESSFUL B The certified check or biddorle bond accompanying tre accepted bid be held by the Secretary of the Board until the Contract has been entered into, and the bonds accompanying the same are approved and filed, whereupon the said certified check or bidder's bond will be returned to the bidder. (c) CONTP�NM - The successful bidder, .oimultaneciisly with the execution of•,the Agreement, will be.riequired to furnish a surety bond in an amount equal to at least one.hundred percent (100%) of.the 'contract � price as security for.the faithful performance of`this'rcontract, and,a separate surety bond in an amount equal to at least fifty percent (50%) 4 of the contract price as security for the payment of all persons performing ; labor and furnishing materials in connection with this contract. Said bonds shall be secured from a Surety Company satisfactory to the Board. Said bonds shall be in the form and based upon the conditions specified In Section 4204 and 4205 of the Government Code of the State of California. (d) MLCUTIQ OF THUF, CONTRACT - The Contract shall',be signed by the successful rbidder and returned to the Board, together with the contract bonds, within fifteen (15) calendar days after the date of award of the contract. If the bidder fails or refuses.to enter into the contract to do the work, then the certified check or bidder's bond Eccompanying his bid, i and the amount therein mentioned, shall be forfeited to the Board, and shall be collected and paid into the Suspense Fund of the Board. (a) LIST OF SUB-COMMOTORS - The Successful Bidder shall have included with his bid the names of all sub-contractors proposed for the work and the extent of the work to be done by each. (f) SUB-CONTRACTORS - The Contractor shall not sub-let this contract or any part thereof without the prior written approval of the Board. Any sub-contracting shall be done in accordance with, and the Contractor shall be bound by, the following provisions: All sub-contracts shall be in writing and shall provide that all work to be performed thereunder shall be performed in accordanr, with the terms of the Contract. Certified copies of any and all. sub-contracts shall be furnished to the Board. ` wls� 1M } i Sub-contractors shall conform to the regulations governing i employment of labor herein specified. Each sub-contract shall contain a suitable provision for cancellation or termination thereof should the sub-contractor neglect or fail to conform to every provision of the Contract Documents insofar as such provisions are relevant. Such , cancellation shall be effected by the Contractor upon notice to do so by the Board. Any loss or damage that may be suffered on account of such action shall be borne by the Contractor. The sub-cmitracting of any or all of the work to be done t will.in-no way relieve the Contractor of any part of his rospo' ibility under.the;contract. The Contractor shall be as fully responsible to the Board for the acts or omissions of his sub-contractors and of persons either directly or indirectly employed by them as he is for the auto or omissions of persona directly employed by himself. Nothing contained in this Contract shall create any contractual relation between ` any sub-contractor and the Board. 4 t i i N�G'Ii GENERAL PROVISIOM S CPION C-4 SCOPE OF WORK I (a) WORK TO BR DONE - The work to be done under this contract consists y of furnishing a7; Libor, materials, methods and processes, implements, tools, � and machinery, .except as otherwise specified, which ere necessary and required to construct and complete the work designated in the contract and to leave the site in a neat condition. (b) ALTERATIONS - The quantities set forth in the Bid Schedule are appra M5e only and are given as a basis upon which to compare bids. The Hoard re-.jrves the right to increase or decrease the y:.;nntity of ` any item or portion of the work, or to omit portions of the work as may be deemed necessary or expedient. • The specifications herein.contained and the plans herein referred to, msy be modified and changed from time to time as.may be agreed in writing i between the parties hereto, in 'a mannor not materially affecting the substance thereof, nor increasing the cost of the work, in order to r carry out and campleto more fully and perfectly the work herein described. j If the contractor, on account of conditions developing during the progress of the work,,' finds it impracticable to comply strictly with these specifications and applies in writing for a modification of requirements or of methods or work, such changes may be made•or authorized by the Engineer, by and with the consent of the Board, in writing, if not detrimental to the work and if without additional cost to the Board. In case a substitute is offered and accepted, in writing, as an approved equal to the material or appliance specified, the cost of which is lees than - the cost of the material or,appliance specified, then a credit shall be taken for the difference 'jetween the two costs in order that the Board shall obtain whatever benefit maV be derived from the substitution,. and said credit shall be deducted item tba amount due the contractor under this contract. At the option of the contractor and with the written approval of the Engineer, pipe, steel reinforcing bars, and other articles or materials of larger size or of better quality than that specified may be furnished at no additional cost to the Board. (a) CIANGE ORDERS AND EXTRA WORK - Upon the request of the Engineer for extra work, the character and basis of compensation for such extra work shall be agreed upon, and fixed in writing and signed by both parties thereto, prior to execution. No allowance shall be made to the contractor because of extra work or alterations of the plans or speci- fications, unless said work or alterations shall have been ordered by the Engineer in writing, and the time allowed for said extra work and altera- tions is distinctly specified in said written orders; and it is also understood and agreed between the parties hereto, that in case of any such alterations, La much of this agreement a3 is not necessarily affected by such changes or alterations shall remain in force upon the parties. ; 17- i Payment for.extra or additional work shall be made on the basis of unit prices contained in the .Contractor's original bid. Where there is no bid item applicable to said extra or additional work, payment shall be made on the basis of� its actual. reasonable cost, to the-Contractors as • determined, by the Engineer, taking into consideration the. items.'of material and labor,- plus a proper rental 3.1owance for equipment.' inalading foremanship and supplies for equipment used, such as oil and' fuels, plus fifteen percent (15A) 'of the above listed items. In estimating the cost of such extra work, the above allowance. of fifteen percent (15%) shall be considered as covering the general superintendence and the rental of small toole+, and no additional allowance will be rade therefor. The Contractor shall furnish evidence of the cost of extra work, in such form and at such times as the Engineer may direct, sharing the actual amount of work done. In the absence of satisfactory evidence of cost, the Engineer shall determine a reasoiable price. (d) OBSTRUCTIONS'- No mterial or other obstruction shall be placed within fifteen 5 feet of fire hydrants, which must be at all times readily accessible to the Fire Department, nor within five (5) feet of United Stateo Mai]. Boxes. (e) fQ4TAL OF`OBSTRUCT ONS •- Where the completion of the work requires their removal, the Contractor shell remove and dispose of all structures, debris, or other obstructions encountered in making the improvement, unless otherwien exp:•esely directed in those specifications. (f) SANITATION - The Contractor shall provide all necessary privy accomomodatTons for the use of his employeee on the work and shall main- tain the same in a clean and sanitary condition. The Contractor shall provide for his employees an adequate supply of clean, potable drinking water, which shall be dispensed through approved sanitary facilities. • (g) FIN MEANING-UP - Before acceptance and final payment, thv Con- tractor sh cc can the streets or roads, borrow pits,.and all ground oc copied by him in connection with the work, of all rubbish, excess materiels, temporary structures, and equipment; and all parts of the work shall be left in a neat and presentable condition. -1,g- s r i j 1 i 1 GENERAL PROVISIONS • $ECTIAN CG5 CQM'RQ,L OF TNE�i�'3R (a) AU 0�3ITX `OF'¢ , END MM — The Engineer shall exercise general supervision and,.direction or the work an the project and shall be represented on the work by duly authorized resident engineers and inspectors. The bir% gineer shell determine the. adequacy of the Contractor's methods,'plsnt, and appurtenances and may direst the application of forces to wW'part of the r work or order any,forces increased or diminished as may be.reasonably neces— sary to insure proper execution of the work or may stop the work when necea— sary to prevent its improper execution; he 61nu& determine the amount, quality, and fitness of the several kinds of work and materials and may reject all work and materiels which do not confarm to the requirements of the contract. He shall interpret all provisions in the Plans and Specifications; decide all questions as to the acceptable .*.ulf'Ulment of the contract on the part of the Contractor; and decide all questions as to claims and compensation. An instructions, rulings, and decisions of the Engineer shall be in writing and shs ll be final and binding on all parties unless formal protest is made as provided in the following paragraph. If the Contractor considers any work demanded of him to be outside the requirements of the Contract, or if he considers any instruetion,''ruli.ng, or decision of the Inspector or Engineer to be unfair, he shall, within ton (10) calendar days.after. any such demand is made,, or instruction, ruling or, decision is given, file a written protest with the Engineer, stating.clearly and in detail his objections and the reasons therof or. Except for much j protests and objections as are made of record in the manner and within the time above stated the Contractor shall be doomed to have waived and does hereby waive all claims for Extra Work, damages, and w.tensi.one of time an account of demands, instructions, rulings, and decisions of the Engineer. Upon receipt of any such protest from the. Contractor the Engineer shall review the demand, instruction, ruling, or decision objected to and chall pro#1 r advise the Contractor in writing of hie firzal decision, which shall be binding an all parties, unless within ten (10) calendar days thereafter the Contractor shall .file with the Board a formal prates against said final decision of the Engineer. The Board :shall consider and render a final decision on any such protest within 30 calendar days of receipt of same. (b) PLAN3 - The Contractor shall keep on the work a copy of the plane and specifications,, and shall at all times give the Engineer access thereto, Any drawings or plans listed in the detail specifications shall be regarded as a part thereof and the Engineer will furnish from time to time such additional drawings, plans, profilen, and information as he may consider necessary for the Contractorfs guidance. All authorized alterations affecting the requirementR and informatiai given on the approved plans shall be in writing. No changes shall be mado of any, plan or drawing after the same has been approved by the Engineer, except by directors of the Engineer in writing. -19— ,.. i I Working drawinga.*r plans for any structure not included in the plans furnished by the Engineer shall be approved by the Engineer before any work involving such plane shall be performed, unless approval be waived in writing by the Engineer. The Contractor shall submit detW.ed shop drawings of all material or equipment to be fabricated for the work on the request of the Engineer for the approval of the Fnginear. Tt is mutually agreed, however, that approval by the Engineer of the Contractor's working plane or shop drawinge.does not relieve the Contractor of any responsibility for accuracy of dimensions and details, and that the Contractor shall be responsible for agreement and conformity of his working plans and shop drawings with the approved plans and specifications. {e) CONFORMITY,•WITH PLANX AND AIMIABLE'DEVIATION - Finished ourfaces in all cases s 1 conform with the lines, grades, cross-sections, and dimensi.ans shown-on the approved plans. Deviations front the approved plans, as may be required by the exigencies of construction will be determined in an cases by the Engineer and authorized in writing. (d) COORDINATION -OP PLANS AND SPECIFICA IONS • These specifications, the plane, and all supplementary documents are essential parts of the contract, and a requirement occurring in one is as binding as though occurring in a11. They are intended to be cooperative, to describe, and to provide for a complete project. Specifications shall govern over plans. (e) LMPRETATION OF,.PLANS ANDS CI,FICATIO„•,,tS - Should it appear that the work to be done, or any matter relative thereto, is not sufficiently de- tailed or explained in the specifications and plane, the Contractor shall. I apply to the Engineer for such further explanations as may be necessary, and shall conform to such explanation or interpretation as part of the contract. The Engineer shall make his interpretations and shall furnish with reasonable promptness, by means of drawings, or otherwise, such additional instructions as are necessary for the proper execution of the work. All such drawings and instructions shall be consistent with the Contract Documents, true � developments thereof, and reasonably inferable therefrom. • I (f) SUPERINTENDENCE - Before initial work is begun on.the contraot, the Contractor and his* Superintendont and foremen shill file with the Engineer addresses and telephone numbers where they can be reached during hours i(hen the work is not in progress. The Contractor shall be rasponsible for notifying the .Engineer ..n writing promptly of any changes in ri-ames, addresses and/or telephone numbers. The Contractor shall at all times be represented on the work, in person or by a superintendent, foreman or duly designated agent. In6tructions ruid information given bs► the Engineer to the Contractor's superintendent, foreman, or agent on the work or at tho addresses or telephone numbers filed in accordance with the preceding paragraph shall be considered an having been • given to the Contractor. (g) LINES AND GMES - The Engineer will furnish to the Contractor free of charge, M e nbraet documents reasonably necessary for the execution of the work. -20- f i All work under this contract shall be built in accordance with the lines j and grades shown on the Plans and as given by the Engineer. Lines and grades will be staked in the field by the Engineer. The Conte tractor shall provide such materials and give such assistance as may be re- quired for setting line and grade boarder or stakes, and marks so given shall be carefully preserved. The Contractor shall preserve bench marks, survey stakes, and points set for lines, grades, or measurement of the work in their proper places until authorized by the Engineer to remove them, and in case of their destruction or removal by him or hit, employees or agents, shall be replaced by the Engineer at the Contractor's axpenae, "and the Contractor and his sureties shall be liable therefor. Three consecutive points shown on the same rato of slope must ba toed together, in order to detect any variation from a straight grade, and in case any much variation be found, it must be reported to the Engineer. If such a variation is norms reported to the Engineer, the Contractor shall be responsible for any error in the finished work. ,The Contractor shall keep the Engineer informed a reasonable: time in advance (ai; least twenty-four (24) hours) as to his need for additional grades and lines, in order that the same may be furnished and all necessary measuremants made for record and payment with the minimum of inconvenience to the Engineer or of delay to the Contractor. .(h) IIiSFECTION - The Contractor shall prosecute work curly in the presence of an authorized representative of the Engineer, and any work done without such inspection shall be at the Contractor's risk and subject to rejection, The Engineer shall at all time' have access to the work during con- struction and shall be furnished with every r,:aeonable facility for ascer- taining full knowledge respecting the progress, workmanship, and character of materials used and employed in the work. The Contractor shall give the Engineer notice of the time when he or his sub-contractors will start the various units or operations of the herein- described work, .or resume said units or operations when they have been sus- pended, in keeping with the Specifications. Iiotice shall be given at least twenty-four (24) hours in advance of the starting or resumption time, . exclusive of Saturdays, Sundays, or holidays, for the purpose of permitting the Engineer to make the necessary assignment of his representative or inspector on the work, and any work performed by the Contractor or his sub- contractors in conflict with said notice shall be removed if so ordered by the Engineer, or his representative or inspector on the work. The Contractor shall notify the Engineer a sufficient time i.: advance+ of the manufacture or production of materials to be suppli6d by him under this contract in order that the Engineer may arrange for mill and factcrr inspection and testing of same. Any materials.shipped by the Contractor from the factory prior to having satisfactorily passed such testing and inspection by the Board's representative or prior. to the receipt of notice from said representative that such testing and inspection will not be required, shall not be incorporated in the work. -21- W- A UJ F Mli 17iQSCL e f WA s I I The Contractor shall also furnish the Board in triplicate, certified copies of all required factory and mill, test reports. Should any work be covered up vrithout notice, appraval, or consent, it moat, if required by the Engineer, be uncovered for examination at the Con- I tractor's expanse. The inspection of. the work shall not relieve the Contractor of any of his obligativns to fulfill the contract as proscribed. Defective work cha11 be made good, and unsuitable materials may be rejected, notwithstanding the fact that such defective work and unsuitable materials have been previously overlooked by the Engineer and accepted or estimated for payment. Projects financed in whole or in part with State of California funds, shall be subject to inspection at all times by the Director of Public Works, or his agents. • (i) , MIOVAL OF DEFECTIVE'AIM UNAUTHORIZED WORK - All work which has been rejected as defectiveininrits construction o7deficient in any of the requirements of these specifications shall be remedied or removed and replaced by the Contractor in an acceptable manner, and no compensation will be allowed For such correction. Any work dons beyond the lines and grades shown on the plane or established by woo Lligincer, or any work done without written authority, will be considered as unauthorized and will not be paid for. Work Be done may be ordered removed a`. the Contractor's expense. Upon failure on the part of the Contractor. to comply forthwith with any order of the Engineer made under the provisions of this article, the Engineer shall have authority to cause defective work to be remedied, or removed and replaced, and unauthorized work to be removed, and to deduct the costa thereof from any moneys due or to become due the Contractor. kW. defective material or workmanship; or any.unfaithful or imperfect work which may be discovered before the final acceptance of the work and/or wk%hin one (1) year thereafter, shall be corrected im modiately on the regal roment of the Engineer, without- extra charge notwithstanding that it may have been overlooked in previous inspections and estimates. Failure to inspect work shall not relieve the Contractor from any obligation to perform sound and reliable work as herein described. (j) FINAL INSPECTION - Whenever the work provided and contemplated by the contract shall have been completed and the final cleaning up performed, the Engineer will make the final inspection. -22- 1{Ji 7 ' f GENERAL PROVISIONS SECTION C-b gUNrROI, OF ZIAT (a) SAMPLES AND TESTS, — The source of supply.of each of the materials to be furnished by the Contractor for use under this contract shall be ap— proved by the Engineer before delivery is started and before such material is used in the work. Representative preliminary samples of the character and quality prescribed shall be submitted by the Contractor or producer of all materials to be used in the work for testing or examination as desired by the Engineer. A32 tests of materials furnished by the Contractor shall be made in ac- cordance with tho commonly recognized standards of national technical organi— zations, and such special mathods and teats as are prescribed in these Specifications. The Contractor shall furnish the Board in triplicate, certified copieo of all required factory and mill test reports. Any materials shipped by the Contractor from a factory or mill prior to having satisfactorily passed such• testing ,and inspection by a representative of the Board shall not be in- corporated in the work, unless the Engineer shall have notified the Contractor �n writing that such testing and inspection will not be required. The Contractor shall furnish such samples of materials as are.requested by the Engineer, without charge. No material shall be used until it has been approved by the Engineer. Samples will be secured and tested whenever neces- vary to determine the quality of the material. (b) DEFECTIVES MATERIALS - All materials not conforming to these specifi» cations shall be considered defective, and all such materials,''whether in place or not, shall be rejected and shall be removed immediately from the site of the work unless otherwise permitted by the Engineer. No rejected material, the defects of which have been subsequently corrected, shall be used until, approved in writing by the Engineer. Upon failure cn the part of the Contractor to'comply with any order of the Engineer made under the provisions of this article, the Engineer shall have authority to remove or replace defective material and to de— duct the cost of removal and replacement from any moneys due or to become due the Contractor. (c) SSWWS a MATERIALS — All surplus materials shall be remaved from the site of the work within five (5) working days after completion of the work. -23- f GENERAL PROVISIONS SECTION C-7 r�rwr•i�r.na• 1 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC (a) LAWS' TO BE OBSERVED. , The Contractor shall keep himself fully in— formed of all existing and.futuro State and National laws, ordinances and regulations of the County of Orange, or of any City, which in any manner affect those engaged or employed in the work or the materials used in the i work, or which in any way affect the conduct of the work, and all such orders {� and decrees of bodies or tribunals having any ,jurisdiction or authority over 1 the a)!.me. The Contractor shall at all times, himself, observe and comply with, and shall cause all his agents and employees to observe and comply with, all � such existing and future laws, ordinances, regulations, orders and decrees; and shall protect and indemnify the Hoard, the Engineer, and all of.its or their officers and agents and employees against any .claim or liability arising from or based on the violation of any such laws, ordinances, regulations, orders, or decrees, whether by himself or his employees. If any discrepancy or inconsistency is discovered in the plans, drawings, specifications, or contract for the work in relation to any such law, ordinance, regulation, f orkgr or decree, the Contractor shall forthwith report the same to the Engineer in writing. i (b) AFFIDAVIT. The successful bidder may be rewired to sign an affi— davit tl at he Is not an Ifenemyll or ��ally of enemy" of the United States, as such worts are defined in the "Trading with the Enemy Act" of 19171 as amended, nor *a National of any enemy country or 01y of an enemy country. (c) jTATE FUNDS'ALLOCATIONS. All projects to which funds have been allocated b7 the State Department of Public Works shall at all tines be sub— y Sect to inspmtion.and approval by the authorized representatives of the State of California. (d) LABOR LAWS. Refer to Section 10 of these. specifications for pro- visions of the Labor Code relative to Alien Labor, Hours of Labor, Prevail— ing Wages, Eta. (e) DOMESTIC MATERIALS. In accordance with the provisions of Section 4300 to b305, inclusive, of .the Government Code of the State of California, only such unmanufactured articles, materials and supplies as have been mined or produced in the United States of America, and only such manufactured articles, materials and supplies as have been manufactured in the United States of America substantially all from articles, materials, or supplies mined, produced or manufactured, as the case may be, in the United States of America, shall be used in the performance of the work covered by this contract by the Contractor, Subcontractor, materialmen or suppliers. The foregoing provisions shall not apply to such articles, materiels or supplies i of the class or kind to be used or such articles, materials or supplies from which they are manufactured, as are not mined, produced or manufactured, as the case may be, in the United States of America. -24- Mill (f) REGISTRATION OF CONTRACTORS - Before submitting bids, Contractors shall be licensed in accordance with the provisions of Chapter 9 of Division 3 of the Business and Professions Code, State of California. (g) PERMITS AND LICENSES. The Contracts• shall procure all temporary i permits, and licensee, pay all charges and fees, and give all notices necessary and incidental to the duo and lawful prosecution of the work. (h) PATENTS - The Contractor shall assume all responsibilities arising from the us~'e o patented materials, equipment, devices, or processes used on or incorporated in the work. 1 (i) PUBLIC CONVENIENCES AND SAFETY - The Contractor shall adopt all practical means to minimize interference to traffic and inconvenience, die- camfort, and damage to the public. Access to properties along the road or street shall be provided as far as practicable. Temporary approaches to and crasoings of intersecting streets shall be provided and maintained in good condition. The Contractor shall provide and maintain such facilities as fences, barriers, "Street Closed" and directional signs, red lights, watchmen and .flagman. as may be necessary to control traffic and prevent avoidable ,accidents to the public. Where such facilities, or any of them, are not provided or are out of service, and an emergency exists that necessitates pro- tective measures, the Engineer, or his representative, may provide such ; facilities during the emergency, and the cost thereof shall be paid by the Contractor or deducted from moneys due him on,hin contract. The Engineer, or his representatives, before taking the afore-menti6hed emergency action, shall take all reasonable steps to notify the Contractor or his foreman of the conditions and allow said Contractor to care for the same with his own crew, provided he acts promptly and expeditiously. The Contractor shall also erect and maintain such warning and directional signs as are required. All obstructions shall be guarded by barriers, illuminated at night. (j) RES_,PONSTBaM FOR DAMAGE - The Board and/or the Engineer shall not be answerable or accountable in any manner for any loss or damage that may happen to the work or any part thereof; or for any material or equipment used in performing the work; or for injury or damage to any person or persons, either worl:men or the public; or for damage to adjoining property from any cause whatsoever during the progress of the work or at any time before i final. acceptance. 'The Contractor shall indemnify and save harmless the Board and the Engineer from any isuite, claims, or actions brought by any person or persons for or on accow^t of any injuries or damages sustained or arising in the conntruction of the work or in the consequence thereof. The Board may retain so much of the money due the Contractor as shall be considered i necessary, until disposition has been made of such suits or claims for damage as aforesaid. i (k) CONTRACTOR'S INSURANCE - The Contractor shall not commence work under this contract until he shall have obtained all insurance required under -25- f I F A i i i this heading, in a company or companies acceptable to the Hoard, nor shall j the Contractor allow any sub-contractor to commence work on his subcontract j until all insurance required of the subcontractor has been obtained. The Contractor shall take out and maintain at all times during the life of this I contract the following policies of insurance; I 1. Workmenrs Compensation Insurance to cover his employees as 1 required by the Labor Code of the State of California; and the Con- tractor shall require all subcontractors similarly to provide such compensation insurance for all of the latter's employees. ; 2. Public liability and property damage; on account; of bodily injuries, including death resulting therefrom, in the sum of not less than one hundred thousand dollars (6100,000) for one person and three hundred thousand dollars ($300,000)-for more than one.person and property damage in the sum of one hundred thousand ($100,0003 dollars resulting from any one accident which may arise from the operations of ' • the Contractor in the performance of the work herein provided for. 3. Motor vehicle public.liability and property damage insurance to cover each automobile,, truck, and other vehicle used in the perform- ance. of the contract in"-an amount of not less than one hundred thousand dollars ($100,000) for one person and three hundred thousand ($300,000) dollars for more than one person, and property damage in , the sum of one hundred thousand dollars ($100,000) resulting from any one accident which may arise from the operations of the Contractor i in performing the work provided for herein. j Each of the policies of insurance provided for in sub-paragraphs (2) and (3) shall contain a clause substantially in the following words "It is hereby understood and agreed that this policy may not be cancelled nor the amount of the coverage thereof be reduced until i five days after receipt by the Engineer of a written notice of such cancellation or reduction in ccmerage, as evidenced by receipt of a registered letter." • The Contractor shall at the time of the execution of the contract present the original policies of insurance required in para- graph (2) and (3) hereof, or present a certificate of an insurance company showing the issuance of such insurance. (1) CONTRACTOR'S RESPONSIBILITY FOR WORK - Except as provided above, until the formal acceptance of the work by the Engineer, the Contractor shall have the charge and care thereof and shall bear the risk of injury or damage to any part thereof by the action of the elements or from any other cause, whether arising from the execution or from the non-execution of the work. The Contractor shall rebuild, repair, restore, and make good all injuries or damages to any portion of the work occasioned by any of the above causes before final acceptance and shall bear the expense thereof, except such injuries or damages occasioned by acts of the Federal Government or the public enemy. (m) COOPERATION BETWEEtJ CONTRACTORS - Where two or more contractors i -26- i i j are employed on related or adjacent work each shall conduct his operations in such a manner as not to cause any unnecessary delay or hindrance to the other. Each contractor shall be responsible to the other for all damage to work, to person, or property, or for loss caused by failure to finish the work within the time specified for completion. (n):. NO PERSONAL LIABILITY - Neither .the Board, the Engineer, nor any other officer or authorized assistant or agent of the Board shall be personally responeible for any liability arising under the contract. (o) RESPONSIBILITY OF BOARD - The Board slual not be held responsible for the care or protection of any material or parts of the work prior to , final acceptance, except as expressly provided in these specifications. (p) SAFETY-AND ACCIDENTjPREVENTION - Tho Contractor shall at &U times exercise precaution for.-the protection of persons (including on-- ! ployeea) and property. The safety provisions of applicable laws, build- ing and construction codes shall be observed. Machinery, equipment and other hazards shall be. guarded or eliminated in accordance with the safety • provisions of the Manual of Accident Prevention in Construction, published . by'the Associated General Contractors of America, to the extent that such provisions are not in contravention of applicable :awe. i i 1 s 4 i. r i f • i } i i i i i • 4 ' f i -27- P I 4 GENERAL PROVISIONS i SECTION C-8 PROSECUTION AND PROGRESS i (a) SUBLETTING AND ASSIGNMENT - The Contractor shall give hi.s personal attention to the fulfillment of the contract and shall keep the work under his control. Subcontractors frill not be recognized as such, and all persona engaged in the work of construction will be considered as employees of the "Contractor" and he will be held responsible for their work which shall be subject to the provisions of the contract and specifications. Where a portion of the work sublet by the Contractor is not being prosecuted in a manner satisfactory to the Engineer, the subcontractor bhal.l i be removed immediately on the requisition of the Engineer and shall not again be employed on the work. i The contract may be assigned only upon written consent of the Board. (b) PROGRESS OF THE WORK- Unless hereinafter otherwise specified the Contractor will be required to commence the herein specified work within ten '(10) calendar days after the date of the Boardts certificate to the contract and shall diligently prosecute the same to completion within the ' time limit provided. , .. (c) CHARACTER OF WORKMEN - If any subcontractor or person employed by the. Contractor shall fail or refuse to carry out the directions of the Ergineer or shall appear to the Engineer to be incompetent or to act in a disorderly or improper manner, he shall be discharged immediately on the requisition of the Engineer, and such person shall not again be employed on the work. (d) TEMPORARY SUSFENSION OF WORK - The Engineer shall have the authority to suspend the work wholly or in part, for suoh period as he may deem neces- sary, due to unsuitable weather, or to such other conditions as are considered unfavorable for the suitable prosecution of the work, or for such time as he may deem necessary, due to the failure on the part of the Contractor to car given., o perform o e work. The on- out orders n or t rf rm f th C Con- tractor shall immediately obey ouch orders ofthe Engineer and shall not resume the work until so ordered in writing by the Engineer. (e) TIME OF COMPLETION AND LIQUIDATED DAMAGES - The Contractor shall complete the work called for under tho contract in all parts and requirements within the number of calendar days set forth in the contract. - A working day is hereby defined as any day except Saturdays, Sundays, and legal holidays and days on which the Contractor is specifically required ; by these specifications to suspend construction operations on account of i inclement weather or otherwise. i -28- The Engineer will furnish the Contractor a statement with his progress payment showing the number of calendar days charged to the contract during the period covered by the payment, and the remaining number of calendar days to complete the contract. The Contractor will be given ten (10) calendar days from the date of the progress payment to file written protest setting forth in what respects the statement of calendar days consumed is incorrect, f otherwise the statement shall be deemed to have been accepted by the Con- ; tractor as correct. It is agreed by the parties to the contract that.time is of the essence of the contract and that in Casa all the work called for under the contract is not completed 4rithin. the.number of calendar days as set forth in the con- i tract, damage will be sustained by the Board and that it is and will be impracticable to determine the actual damage which the Board will sustain in the event of. and by reason of ouch delay; and it is.therefore agreed that the . Contractor will pay to the Board, as agreed and.liquidated damages, and not 1 as a penalty the sum of One Hundred Dollars ($100.00) per day for each " and every working dayts delay in finishing the work in excess of the number of calendar days prescribed in the contract or by authorized extension thereo.:; and the Contractor agrees to pay such liquidated damages as herein provided, and in case the came are not paid, agrees that the Board may deduct the amount thereof from any money due or that may become due the Contractor under the contract. It is further agreed that in case the work called for under the contract is not finished and completed in all parts and requirements within the time rpectfied, the Board shall have the right to increase the num- ber of working days for completion, or not; as may seem best to serve the_ interest of the Board; and if it decides to extend the number of working days for the completion of the contract, ,it shall further have,the right,to, charge the Contractor, his heirs, assigns''or sureties, and to deduct from the final payment for the.work, all or any part, as it may deem proper, of the actual cost of engineering, inspection, superintendence, and other overhead expenses which are directly chargeable to the contract, atid.wbich accrue during the period of such extension, except that the cost of final surveys and prepara- tion of final estimate shall not be included in such charges. The Contractior shall not be assessed with liquidated damages nor the i • cost' aff engineering and inspection during any delay in the completion of the work caused by acts of God, acts of the public enemy, acts of the Board, acts',of the public utilities, fire, floods, epidemics, quarantine restrictions, ; strikes; freight embargoes, and unusually severe weather or delays necessarily reou]iting from war.or national or local emergencies, or delays of subcon- tractors due to such causes; provided, that the Contractor shal.1 within ten (10) calendar days from the beginning of any such delay notify the Engineer in writing of the causes of delay, who shall ascertain the facts and the extent of the delay, and his findings of the facts thereon shall be final and conclusive. (f) SUSPENSION OF CONTRACT - If at any time in the opinion of the En- gineer the Contractor has filed to supply an adequate working force, or material of proper quality, or has failed in any other respect to prosecute the work with the diligence and force specified and intended in and by the terms of the contract, notice thereof in writing will be served upon hits, and should he neglect or refuse to provide means for a satisfactory compliance -L9- w 1 • � i 4 ,�Y, � I ++ f 1 I i with the contract, as directed by the Engineer, within the time specified in such notice, the Board in any ouch case shall have the power to suspend the operation of the contract. Upon receiving notice of such suspen- sion, the Contractor shall discontinue said wont, or such parts of it as the Board may designate. Upon such suspension, the Contractor's control shall terminate, and thereupon the Board or its duly authorized representative may take possession of all or any part of the Contractorte materials, tools, equipment, and appliances upon the premises, and use the same for the purpose of completing said contract, and hire such force and buy or rent such additional materials and supplies at the Contractorts expense as may be necessary for the proper conduct of the.work and for the completion thereof; or may employ other parties to carry the contract to completion, employ the necessary workmen, substitute other machinery or materials, and purchase the materials contracted for, in such manner as the Board may deem proper; or the Board may annul and cancel the contract and relet the work or any part thereof. Any excess of cost arising therefrom-over and above the contract price will be charged against the Contractor and his sureties, who w.L11 be liable therefor. In i,1.e event of such suspension, all money due the Contractor or retained undF,r the terms of this contract utLA1 be forfeited to the Board; but such forfeiture will not release the Contractor or his sureties, from liability for failure to fulfill the contract. The Contractor and,his sureties will be credited with the amount of money so forfeited toward any excess of cost over and abovo the contract price arising from the•suspension of the operations of the contract and the comppletion of the work by the Board as above provided, and the Contractor will, be oo credited with any surplus remaining after all just claims for such completion have been paid. On the completion of the contract, the original contractor shall be en- titled.to the return of all his unused materials, and his equipment, tools and appliances, except that he shall have no claim on account of usual and ordinary depreciation, loss, and wear and tear. In the determination of the question whether there has been any such`rion- compliance with the contract as to warrant the suspension or annulment there- of, the decision of the Board shall be binding on all parties to the contract. (g) RIG'HIT OF_W Y- The right of way, as shown on the plans, for the . work to be constructed will be provided by the Board. The Contractor shall make his own arrangemhnts, and pay all expenses for additional area required by hire outside of the limits of right of way. (h) MIOVAL OF UTILITIES - In case it shall be necessary to remove any railroad tracks, poles, standards, hydrants, gas pipes, water pipes, sewers, electrical conduits, tubing or underground structure of any character, or any portion thereof, the owner or owners, or their agents or superintendents shall, upon proper application by the Contractor, be notified by the Engineer to remove the same within a specified time. The Contractor shall not interfere with said tracks, poles, standards, hydrants, gas pipes, water pipes, seaters, or other underground structures, Cr emy portion thereof, until after the expiration of the time specified. It is not contemplated that utilities of the nature generally described Above, not�conflicting with the function of the structures to be built under the contract, trill, be required to be moved to facilitate the use of mechanical -30- 1 constructions'equipment. - ■r.rr��rrwawr��.. ■r i Unless otherwise specifically provided in these contract documents, all costs of protecting, supporting, altering, removing and reinstalling pipes, poles, structures, trees, and other obstructions, shall be bourne by the j Contractor. I The location and grades of underground pipes and structures shorn on the plans, for the benefit of the Contractor, have been obtained from the office records of the utilities or other agencies concerned and the Board assumes no responsibility for their accuracy. (i) RIGHT OF ACCESS TO STREET - The right is reserved to the County, municipalities and subdivisions of same, and also to street railroads, water, gas, electric, telephone and telegraph companies to enter upon the street i for the purpose of making repairs, changes and new installat,•:as that have become necessary by the improvement thereof, or for necessary maintenance. (j) . MNT OF STREET "TO BE OPENED UP - Trenching for, and laying of pipe, shall be coordinated to conform to the City, County or State permit for same where such work is under permit. In easements or rights-of-way other than above, trenching shall..be kept coordinated with the pipe' laying so that excavated, but not backfilled, trench shall be kept to a minimum. If at any time, in :the opinion of the Engineer, the Contractor is not conform- ing to the County, Stat© or City permits or to minimum open trench require- ments, the work shall be stopped, until such time as the Contractor sha3l1 so conform to the satisfaction of the Engineer. (k) RESTORATION OF INJURED PROPERTY-- The Contractor shall restore all injured property, including curbs, gutters, pavements, sidewalks, pipes, conduits, aswers, monuments, stakes and other public and/or private property to a condition as good as it was when he entered upon the work. . 1 s w31w yr Ii }��•� s� .W��t'•%Ii'Iyir^j'"w+-°tb4 "F' w7S^:icu�!' ..ii� ti4s�' 1 i /u� I i • J 0:2 i{ 4 MEASUREMENT AND PAYMENT c (a) WSURFffJ)T FOR PAY Uf�ANTIT]ES - Payment for work done will be made in accordanen with measurements of the completed work made by the Engineer. Materials paid for by the ton, except as otherwise provided in these specifications, shall be weighed in trucko or railroad cars on public or � private platform scales. Tho.Scal.es shall carry a certificate issued by the Department of Weights and Measures of Orange County certifying to their 1�1 accuracy. All such material shall be weighed in tho presence of a represert- I tative of the Engineer or other agent so designated, who shall immediately be given a record of weight of material. A slip giving the weight of the material in truck shall also be given the driver of truck to hand to the ; Boardte Inspector on the job as soon an the truck arrives at the work. All trucks or railroad cars used for this hauling shall be weighed empty at . such times as directed by the Engineer. (b) PROGH05 PAY1-JE - The Engineer will, once a month on or before the fifteenth day of each month during the progress of the war make an estimate;of the amoik' of work done during the calendar month.imaediately i preceding;"and estimate the value thereof according to the schedule "of prices contained in the 'accepted bid for the work. Monthly payments trill be made to the-Contractor according to said estimate of the Engineer and upon approval by_the Beard to the amount of eighty-five (85) per cent of the.value.of i the,work dons during the. month for which payment is made, the remaining fifteen'(15) per cent being retained by the Board as part security for the ; fulfillment:of the contract by the Contractor. Materials on the ground but not in place will not be classed as work done, except as otherwise ` + provided in these specifications. , (c) ,b'TNAL PAYMENT The Engineer shall, after the completion of the contract, make a, final estimate of the amount of work done thereunder,, and the value'of such work, and so certify to the Board, and the Board, if in its-discretion it finds the work has been completed according to the con- tract, shall by resolution find and declare the work to be accepted and shall authorize the payment of the entire sum so found to be due after i deducting therefrom all previous payments and all amounts to be kept and ; all amounts to be retained under the provisions of the contract. All prior partial estimates and payments shall be subject to correction in the final estimate and payment. The final payment shall not be due and payable until the expiration of thirty-five (35) calendar days from the date of acceptance of the work by the Board. f It is mutually agreed between the parties to the contract that no certi- ficate given or payment made under the contract, except the final certificate of final payment, shall be conclusive evidence of performance of the contract, either wholly or in part. No payment shall be construed to b3 an acceptance of any defective work or improper materials. f 32— ' r i tti RrK IM r.t �� t1 And the Contractor further agrees that the payment of the final amount due under the contract, and the adjustments and payment for any, work done in accordance with any alterations of the name, shall release the Board and the Engineer from any and all claims cr liability on account of stork performed under the contract or any alteration thereof. (d) EXTRA AND FORCE ACCOUNP WORK — Fxtra work as hereinbefore defined, ; when ordered and accepted, shall be paid for under a written work order in accordance with the terms therein provided. Payment for extra work will be made at the unit price or lump sum previously agreed upon by the Contractor and the Engineer; or by force zccount. Where payment is to be made on a force account bauis, the Contractor shall receive the actual cost of all materials, labor and rented equipment furnished by him as shown by his paid vouchers, plus fifteen (15) percent. For the use of equipment warned by the Contractor he shall be paid the current prices prevailing in the locality, which shall rave been previously dotermineta and agreed upon in writing by the Engineer and by the Contractor. ; All extra work and force account work shall be adjusted daily upon report sheets, furnished to the Engineer by the Contractor and sinned by both parties, which daily reports shall thereafter be considered the true record of force account stork done. i i i' f . f i -33- �w.w • . .V\f..• ..•.\ ....r. ... ...... .. .. a.. - ..r..-... ... .. ..`...r ... ........ ..^.....r.a. ♦ a+ •.ram cr*;uar,+,7tfrli+S�.,�.f�6ii3y-•'J!'s.'r � +!Y'.ir(: 'r51".7L T. !iF+XA4 'S�d.,�:; 11 Y'i ___ '1 - ���:�"�i '% .IIpiTiTi elr H s-•r.wecfii:.�iw--— I i GEIERAL PROVISIONS SECTION C-10 ALIEN LABOR,o o HOURS OF LABOR, AID FRL�'VAILING WAGES i (a) ALIEN LABOR — Except in cases of extraordinary emergency, caused i by fir©, flood or danger to life or property, no alien shall be employed. { The Contractor shall forfeit as penalty to the Board, ten dollars (S10.00) y for each alien knowingly employed in the execution of the contract by him or by any subcontractor under him, on any of the work herein mentioned, for each calendar day, or portion.thereof, during which such alien is per— mitted or required to labor in violation of the provisions of the Labor Code and in particular, Sections 1850 to 1854 thereof, inclusive. { (b) HOURS OF LABOR — The Contractor shall forfeit, as penalty to the { Board, Ten Dollars 10.00j for each laborer, workman, or mechanic employed in the execution of the contract by him or by any subcontractor under hits, upon any of the work hereinbefore mentioned, for each calendar day during which said laborer, workman, or mechanic is required or permitted to labor more than eight (6) hours in violation of the provisions of the labor Code, and in particular, Sections 1810 to 1816 thereof, inclusive. (c) SING WAGES - The Contractor shall forfeit as penalty to the Board, Ten Dallars 010.00) for each laborer, workman, or mechanic employed, for each calendar day or portion thereof, such laborer, workman, or mechanic is-paid less than the general prevailing rate of wages herein— after stipulated for any work done under this contract, by him or by any subcontractor under him in violation crf: the provision, of the Labor Code and in particular, Sections 1770 to 1781 thereof, inclusive. • In accordance with provisions of Section 1770 of the aforesaid Labor Code, the Board has ascertained the general prevailing rate of wages applicable to the work to be done as follows: I i .34- i f ! SCHEDULE OF PREVAILIM R&TA OF WAGES ��Y"•i-I�r�r t\I I ri l���y��.-YY Clasaificatiml Rate-per hour A-frame-boom truck operator $ 2.68** Air compressor operator 2.37#* Apprentice engineer, including firowan, oiler, greaser 2.25** Asphalt raker and ironer 2.285* Blacksmith 3.05 Blacksmith helper 2.75 ' Buggy-mobile man 2.285* Calker (cement Joints) 2.125* i - Calker (using calking tools) 2.265* Carpenter 2.775** i' Cement dumper (1 c.y. or larger mixer) 2.285* Cement =son 2.70** ! 4 ' Chucktender 2'235* Concrete curer - impervious membrane 2.265* ; Concrete mixer operator - skip type 2.52** ! 4 Concrete pump or pumperete gun operator Cutting torch operator 2.125* Cribber or shorer 2.k35* Driller core, diamond or wagon) 2.525* Driller (all others) 2.365* Electrician 3.20 Equipment operator, universal (shovel, dragline, derrick, clamshell, crane, etc.) 2.91** Flagmen 2.075* 1 Heavy,duty repairman 2.76** Heavy duty repairman helper 2.25:* Laborer, general or construction 2.075* Laborer, underground 2.18 - Hiner (hared or machine) 2.445* Motor patrol operator, including any type - of power blade 2.82** Mucker, dumpman, and trackman 2.235* Operator or tender of pneumatic and electric tools, vibrating machines, and similar mechanical tools 2.265* Pavement breaker operator 2.6o** Pipefitter 3.25 Plumbar 3.25 Pump operat:,. 2.52** Reinforcing ironworker 2.85* Riggers -- same scale as craft to which rigging is incidental. Road oil mixing machine operator 2.76** -3 5- i SCHEDULE OF PXEVAILING RATES OF WAGES (continued) Classification Rate per hour rs�+Y r nw.�r Roller operator 2.60** Sandblaster (pot tender) 2.265* Sandblaster (nozzleman) 2.525* Scaler 2.1.25* Scalar (power. tools) 2.335* Screed operator 2.37** Sewer pipe layer (excluding calker 2.365* Sheet metal worker 3.00*** Skiploader operator —wheal type 2.52** Stri:ctural ironworker 2.85 . Tarman and mortarman 2.125* Tractor hi-li:� ,hovel operator 2.91** Tractor operator 2.6S** Tractor scraper or drag type shovel-tandem 3.09" Trenching machine operator 2.76** Truck driver dump truck lean than 4 cy.) 2.18* Truck driver dump truck 4 coy. but less than a c.y.) 2.21* Truck driver (dump truck 8 coy. but less than 12 coy.) 2.26* f Truck driver (dump truck 12 coy. but less than 16 coy.) 2.34* Truck driver (dump truck 16 coy. or more) 2.56* Truck driver (less than 6-ton capacity) 2.16* ! Truck driver (between 6 and 10-ton capacity) 2.21* i. Truck driver (between 10 and 15-ton capacity? 2.26* Truck driver (between 15 and 20-ton capacity) 2.39* Truck driver (20-ton or more) 2.56* Truck driver (Euclid t e spreader trucks) 2.56* • Truck driver (dumpstare 2.56* 1 Truck driver transit mix trucks-under 3. a-y.) 2.42* Truck driver transit-mix trucks, 3 c.yo or more) 2.56* Truck driver tinter truck under 2500 gals.) 2.24'* Truck driver (water truck 2500 galss or more) 2.36* Watchman 1..97* Welder - eamo ocale as craft to which welding is i incidental Any classification omitted herein not less than 1.97 * Plus 60.075 per hour for Health and Welfare Plus 90.10 por hour for Health and Welfare *** Plus 90.075 per hour for Health and Welfare and 00.063 per hour I i for vacation. -36- ■ i i FQRBMEN w�� All foram n not herein separatel; classified, shall be paid not less than 17-1/2 cents per hour more than the hourly rate of the highest classification over which he has sup.',rvision, as to the SIX BASIC TRADES; and not lees than 12-1/2 cents per hour more than the journeyman rate of the craft involved as to the SUB-TRM. UPR ICES Apprentices may be employed in conformity with Section 17774 of the California Labor Code. • RIGGERS Same wage scale an craft to which rigging is incidental. The mini== wage paid to all unskilled labor for which rates are not shown above, shall not be lees than 6147 per hour. Rates for overtime are one and one-half (1-1/2) times the above rateo: and rates for Sundays and holidays, excopt for watchmen, guards, and flagmen are one and one-half (1-1/2) times the above rates. The foregoing ochedule of wages is based upon a working day of eight (8) hours. The hourly wags rate prescribed herein above is the per diem rate divided by eight (8). It shall be mandatory upon the Contractor to whom the contract is i awarded, and upon any sub-contractor under him, to pay not less than the said specified rates to all laborers, workmen, and mecharics employed by them in the execution of the contract. I ' . r -37- D - SPECIAL CONDITIONS • D-1. LOCATION The site of the work contemplated by these specifications is located in Orange County, .California in and/or near the communities of Garden Grove, Westminster and Midway City, the City of Huntington Beach, and the U. S. Naval Ammunition and flat Depot at Seal Beach. D-2. RAIL AND HIMAY FACILITIES The Southern Pacific and Pacific Llectric Railway Companies serve the area with freight service with lines passing through Garden Grove, Westminster and Huntington Beach, California. Garden Grove Boulevard and Huntington Beach Boulevard are east-t ast and north-south major highways in the area. • D-3. RIGHTS-OF-WAY AND WORK AMS The work contemplated under these specifications will be located within the right-of-sway limits of State Highways, County Roads, City Streets,or in'rights-of-way or land owned by the Board. The Contractor will be required to make his own arrangements, at his own expense, for any additional work areas or temporary right a-of-way.he may require for the work. + D-k. DATUM The datum for the pipeline work is U.S.G.S. (1944) and'is equal to � County Surveyor's Datum (1944 and 1952). Bench marIts along the site of t the work will be established by' the Engineer on the above datum.. i j D-5. C0101ENCEMENT AND COMPLETION OF WORK The Contractor will be required to commence work under We contract within ten (10) calendar days after receipt by him of the notice to proceed with the work; to prosecute said work with faithfulness and energy, and to complete the entire work ready for use not later than two hundred fifty (250) calendar days after receipt of said notice to proceed. The time stated for completion shall include final clean-up of the entire site of the work. D-6. UUNTENANCE OF HIGHWAY AND ROAMIAY TRAFFIC The Contractor's attention is specifically called to applicable i provisions of these specifications for maintaining highway and roadway + traffic# arranging and providing detours where required, and at all times barricading and lighting ditches anal/or other obstacles to traffic. � . 1 D-7. COGNATION OF PIPE AND APPURTENANCES The Contractor's attention is specifically called to provisions of .-38-. these specifications relating to objectionable contamination of pipe, 1 Section E-5, paragraph (c). D-Se DISPOSAL OF SURPLUS MATERIAL . i • The Contractorve attention is specifically called to applicable provisions of these specifications for disposal of broken stone, trees, stumps, eurplus excavated material or other items required to be removed from tho job site. D-9. DESCRIPTION L0 CONDITIONS OF THE WORK - SPECIAL AND OR GUE,RAL. (a) It is the intent of those plans and specifications to dkineate water distribution system improvements to be constructed for and in/or near the western part of Orange County, California. These improvements consist of placing approximately 85,000 lineal feet of 6-9 6-, 10-, 12-, 14-, 15-9 18-, 21-9 22-0 24-0 26- and 28-inch dJUmeter pipe lines and appurtenances and along Dale Avenue, Now-land Street, Westminster Avenuo and other streets sand/or easements adjacent to Garden Grove, Westminster., Midway City and Huntington Beach. (b) The purpose of the plans and specifications is to fairly delineate the location, the general extent of the :cork that- may be encountered, the character of the work required, such details as will aid the Contractor_ 1 in'performing the 'work, and such other information as might prove helpful I to the bidder in appraising the possibilities and extent of the problems that may be encountered. Neither the Board nor the Engineers will be responsible for any cmi.ssions or errors in such delineati:r,. (c) The Contractor shall furnish all materials, labor and equipment necessary to.complete thl work as shown on the drawings and as outlined in these specifications, and all expense connected therewith shall be-borne by the Contractor and included in the unit price bid per lined foot of pipe- lines except as hereinafter provided. Tha furnishing and installation of gate valves,..meters, presaurk regulators, boxes and covers, air vacuum valves and appurtenant installations, pressure relief valves and installa- tions, and stub-outs are covered in the proposal under separate bid items. The intent of these' specifications with regard to these itea s or other bid items is that all oxpense connected with the furnishing of materials and installation, including excavation and backfill and other work that may be required to satisfactorily rzke the complete instanation, shall be borne by the Contractor, and all expense in connection therewith shall be included in the unit price bid for the respective bid items. (d) All mkpense in connection with excavation, pavement, curb or sidewalk breaking and removal, pipel.aying, gravel bedding where required, compacted backfill, replacement of subgrade of pavement, curbs and side- walks, replacement of pavement, curbs; and sidewalks, and removal and ' replacement of other pipelines, utilities, pole lines, testing for leakage, chlorination of all parts of the completed water pipeline, and final testing with hydrostatic pressure, shall be borne by the Contractor and shell be included in the price bid for the applicable bid item set forth in the proposal.. i • I i -3 9- 1 4 (a) The Board reserves the right to increase or decrease the quantities shown in the respective bid items in the proposal within the limits shown in the General Provisions, and regardless of such increase or decrease the unit price bid sha31 be applicable to the final constructed quantities. (f) .,The construe tion of the pipeline and appurtenances outlined in these specifications and shown on the drawings is within dedicated streets j or highways, or within essemments or rights of uVa provided for such purposes j by the Board or agency having jurisdiction thereof. i The Board has the right to construct their pipalizes and appurtenances within tla- se rights of gh ways and/or easements, along with other participants aging these same rights of ways and/or easements. (g) hnere the information was availnble as to e:dstipg pipes or ether underground works, this information has boon shown on tho drawings. Included in the scope of v=ka with which the contractor may have contact during the construction of said pipeline mom• be existing oil and gaa lines, water lines, sewer lines, cables or conduito cr other ommnu ication lines, concrete substructures, telephone pole, Unen, power pole Sines, telegraph polo ling, roadvV subgrade and s+mfaoing, curbs, sidewalks, canals, ditbhes, irrigation lines, trees, shrubs, manholes, buildings, buried rocks, t:hibars, concrete, wood stave pipe, brick, f3=es, or other works constructed heretofore or that may be constructed prior to the Contractor's enti-r into the street, highway or easement to construct said pipeline and appurtenances. Notwithatandiva aMr noto or indication elsewhere in these specifications, i or indicated on the drawings, it shall be the Contraotcr's sole responsibility to perform the work without disturbance of service fr= existing lines or ? utilities or services from such utilities. (h) Where ahoum on the dr•avi nge or where it is necessary and rnquired dry the Engineer to remove and replace any of the items mentioned in the pare-grapho abcre,' the Contractor she.11 parfosm said removal*and replacement In socordance with applicable portions of these zpocifications and the drawings, or as directed by the Engineer, and at no a-,mense to the„�c , except as hereinaf�er uravided. + w�r�w.-wrww..wrrrr (i) .All expense of removing, repairing or restoring sneers, or sewer house aonatians, water lines, or water house connections, c.nd all np- purtanances thereto, including the furnishing of vbatever materials required shall be borne by the Contractor without ceparate psyxeat therefor under any Contract ito:.i or otherwise. All expense of removing arrd/or replacing telephone pole lines or under» ercund cable or conduit, power pole lines, telegraph pole lines or protecting 1 -.40- I sane during construction of the pipeline and appurtenarccee ahall be borne by the Contractor without separate payment therefor ruder any contract item or otherwise. A31 expense of removing and/or replacing irrigation lines, curba, side- walks, street; highway or alley surfacing, end/or aubgrade, trees, shrubs • or other i+.ema mentioned in the paragraphs above herein, not other:dBe expliciti�r covered by a bid item in the proposal.. shall be borne by the Con- tractor L•rithout separate payment therefor under any contract item or otherwise. D. A. ORDER OF WDRK Prior to the time► of comaencement of. irork the contractor shall submit a plan of operation, outline of material delivery elates, and can :installation Pro" gram for each unit of work. Such plan shell conform to a schedule which.will. provide least disturbance of public streets and least hindrance of trdfic. The plan shall also provide installation of water lines and valves in such order as to facilitate testing, completion and operation of section or schedules in an orderly manner. The Engineer may require the Contractor to modify or change the plan be- fore approval thereof and before actual cca:ienoement of the work. I i -41M VAN i t E. DETAIL SPECIFICATIONS F-•1 GEMMAL DESCRIPTION OF THE WORK (a) Out�_of,Work to be Done - The work contemplated to be done under these specifications consists.of furnishing all necessary plant, labor and material, and constructing therewith water pipelines and appurtenant worke complete, in accordance with the Contract drawings and with the specifications. In general., the project includes the following principal items of work; (1.) Excavation and backfill for pipe trench and appurtenant piping and structures; (2) Furnish and install 6-, 8-, 10-1, 12-, 3.4-, 15-, 18-, 21-, 22-, 24•, 26- and 28 inch diameter water pipe lines and fittings; (3) Furnish and install other miscellaneous pipe and fittings; (4) Furnish and install air and/or vacuum valves and piping, gate valves and piping; manholes, blow-off valves and piping, j pressure relief valves and piping, miscellaneous valves and piping, meters and pressure regulators; (5) Furnish, mix and place concrete and forms therefore; (6) Repaving of streets; I I (7) Replacing of curbs, sidewalks and drives, replacing of trees, shrubs, utilities, pipelines, cables, polelines, irrigation Lines or ether necessary items that have been disturbed or i removed during the conduct of the work; - (8) Sterilization of piping and all appurtenant valves, fire hydrants, etc.; (9) Furnish materials and make connections to existing or new pipelines where shmem or specified; (10) Inspection and testing; and (ll) Clean-up (b) emmencem�s -Prosecution and .Com letl on - The Contractor will be required to comxence work under this contrart within ten (10) calendar days after receipt by him of the notice to proceed with the work, to prosecute said work diligently, and to complete all of the work contomplated j • by these specifications Athin two hundred fifty (250) calendar days after the -42- i !1 f a . receipt by the Contractor of the notice to proceed, plus any legal extensions granted is accordance with the terns sat up elsewhere in those Specifications. (c) Conduct of Work: (1) Order of'.Work - The work is to be carried on at such locali- ties and also in such order of precedence as may be found necessa y:.by the Engineer. The location and limits of the work to be done will be plainly irdicated by the Engineer or his agents by stakes or otherwise. The Contrao-. tar may ba required to suspend work at any time When for any remon the stakes cannot be properly followed. j (2) Re�lacina Material - If any material placed In the work be carried away, displaced, or damaged before final acceptance of the entire work i by the Board, the Contractor wi.11 be required to replace the same fully I without cost to said Board. I • i i I i i y 1 i i -43- tim i E-2 U VATION I (a) Excavation shall include the loosening, loading, ramov- ing transporting, depositing'and compacting in final location of.all mater- ials,.'wet and dry , necessary to be removed for purposes of construction, the furnishing, placing and removing of all" sheeting and bracing, all pumping and drainage of excavation, the supporting of structures above and below the ground, the supporting and responsibility for all pipe or pipelines or other utilities which may be encountered, the handling of all water encountered in the excavations, all backfilling around structures and backfiling of all trenches and pits and all other incidental work as shown on the Plans acid as specified. All excavation removed shall be disposed of under and around the structures as shown on the Plans, and as specified herein or shall be wasted or disposed of as directed by the Engineer. (b) CHARACTER OF MATERIAL - The Contractor must satisfy himself re- garding the character and�amoun of loam, clay, sand, quickoand, gravel, hard pan, rock, Crater, and all other material to be encountered and work to be performed. (c) CLEARING AND GRUBBING The site of all excavations, embankments, and fills shall be first cleared of building, fences, lumber, walls, stumps, j brush, woods and rubbish, trees and loose boulders, which shall be removed or disposed of in a manner satisfactory to the Engineer. (d) TRENCHES AND TUIR4ELIIIG - The Contractor shall make all necessary excavation t co construct all work shown upon the Plans. Where so indicated on the Plans, or profile, the pipe shell be laid in an open trench , in a tunnel, or in a steel jacketed casing placed by boring as hereiziafter specified in Section E-5 (d), as indicated. Where open trenches or tunnels are not so indicated, the pipe may be laid in open trenches, or in sections of open trenches connected by tunnels, the length of which tunnels shall not exceed one-half (1/2) the depth of the subgrade below the surface of the ground; provided, however, that the tunnel Length shall in no case be more than eight (8) feet for tale pipe and four- teen (14) feet for cast iron pipe, and/car cement asbestos pipe and open trenches between tunnels shall be not Less than eight (8) feet In length. For steel or cement-mortared and lined steel pipe the tunnel length shall not exceed twenty (20) feet. Tunnels shall have a height which will provide sufficient clear space above the top of the pipe to allow proper workmanship. In no case shall this be less than two (2) feet. 1I If the bottom of the excavation is found to consist of rock or any material that by reason of its hardness cannot be excavated to give uniform bearing surface, said rock or other material shall be removed for at least � three (3) inches below the bottom of the pipe and be refilled to grade with sand or sand and gravel thoroughly tamped into place, at the Contractor's expense for all labor and mate.•ial. -44! s All water pipe and appurtenances shall be laid in trenches separate from those used for sewers. Unless otherwise specified, such extensions shall be laid in trenches having a depth of not less than three (3) feet below the surface of the ground and located at a distance from the sewar trench of not less than three (3) feet. (e) IrMrH ANDD� TRENCH - The minimum width of the trench, in the clear, for ter pipe Measured at the top of the pipe, shall be not loss than twenty-four (24) inches, plus the outside diameter of the pipe. If any trench, through neglect of the Contractor., be excavated below the bottom grade as required by the Planst it shall be refilled to grade with sand or sand and gravel thoroughly compacted in place, at the Con- tractorts expense for all labor and materials. (f) SHORING* - Where necessary, a31 trenches and other excavations . sha21 be properly sheeted and braced, to furnish .working conditions ac- ceptable to the Engineer. The bracing shall b3 so arranged as not to place any atrees on portions of the completed work until, the general construction thereof has proceeded far Enough t o provide ample strength. Any damage to structures ocourring through settlements, water or earth pressures, olides, i caves -or other causes; due to failure or lack of sheeting or bracing or improper bracing# or through negligence or fault of the Contractor in any i other manner shall be rapaired by the Contractor at his own expense. (g) U1�CRT! ZED E,XCAV�IptI - Wherever the excavation is carried beyond or below the lines and Lmades given by the Engineer, the Contractor shall ` at his-o= expense, refill all ouch excavated space with such material and in such manner as may be directed., in order to insure the stability of the various structures. Beneath all structures, space oxca- vated %fthout authority shall be refilled with Class ttCtt concrete or gravel � by the Contractor at his own expense. (h) ADDITIONAL EXCAVATE -- It is expected that satisfactory materials for fnundatis wL be o foul at the elevation shown on the Plans, but in case the materials encountered are not suitable or in case it is found desirable or necessary to go to additional depth or width as the Engineer may directp additional excavation so ordered, and concrete or gravel ordered for filling such additional excavation, will be paid for as here- ' inbefore outlined for extra work under Section 0-4. (i) CLEAMCE FOR STRUCTURES - They excavation for all structures shall be sufficient to leave at Least six (6) inchee in the clear between their outer surfaces and the embankanents or timbering whicb may be used to protect them. (J) BLASTING The Engineer shall have the right to limit the use of explosives anil or to order discontinuance of the uoe of any methods in this connection which, in his opinion, endanger any part of existing structures or public or privato property of any character, No blasting will be 4 allowed except by special permission, in uniting, from the Engineer. i' 1 -1►5- (k) MOVr Ili, OF WA 6t .. The Contractor shall at all tinted during construotiot: provide and maintain ample means and devices with Which to promptly remove and properly dispose of all water entering the e:eavations or other parts of the work and shall keep said excavations dry until the structures to be built therein are completed. No masonry shall bo laid in water nor shall water be allowed to rise over masonry until the concrete and mortar has set at least twenty-four (24) hours, In water bearing sand or quicksand, if ordered by the Engineer, a suitable equipment of we32 points or sheeting shall be supplied with pump and other appurtenances of ample capacity to keep a dry awavaticn as specified. The Contractor shall dispose of the water from the work in a suitable manner without damage to adjacent property. No water shall be drained into the work built or under construction unless the consent of the Bngyneer is first obtained. I • Water shall be disposed of in such manner as not to cause injury to public or private property, nor to be a menace to the public health. (1) DISMAL OF t1ATEAIAL - Iaterial exxavated shall he disposed of in backfilling, making fills, Erin grading around the work at; :say be directed ' and to the lines and grades given by the Engineer, No excavated material + shall be dumped near enough to the work to cause pressure against newly placed or set masonry. ito surplus material shall be dumped ca private property unless written permission ai;::e: by the owner of tl:e property is first secured by the Contractor Ito extra payment for removal of excess material will be made as such, !. and any cost in connection therewith shall be includad in the bid for ex- navation as set forth in the proposal, I (m) BA61MLLIIIG - No backf walls until the walls have been inks eatodaandba proved by the Engineer. p approved by Engineer. Any shoring shall be carefully and completely removed as the backfilling I progresseu. The material usod for backfill shall be free fran debris or other foreign material, and shall be placed in uniform layers of thickness as specified Hereinafter, each layer to be moistened and thoroughly compacted before the placing of the next layer. Aackfill adjacent to any buildings shall be placed in layers not ex. ceeding eight inches in thickness, and otherwise as specified above. All lumber, rubbish and braces shawl bo carefully removed from ox- cavations, unless ordered left in place by the Engineer. Unless otherwise specified, all excavations shall then be backfilleu up to the original surface of the ground or to such grades as shall be directed, The back. • filling shall be clone as completely no possible in such manner as to pro- vent aftersettlement. Around all structuree, the trenches and excavations ` ohall be thoroughly wet down with water whi?o the backfilling in being • placed. ! i -k6- { All backfilling of trenches shall be done in such a manner as not to disturb the pipe, conduit or other atructure. In all canoe, the back- filling around pipe shall be,carried up to the top of the pipe by hand with selected materials or sand free from large stones or lumpo and thoroughly compacted while being placed with the aid of an approved tamping device. the trench shall then be backfilled to the surface in layers not to exceed lgn in depth, properly wetted and tamped in a munnor approved by the Engineer. A IT' notch shall then be excavated in the fill and the fill settled with water and backfillod to grade, j there sheeting is drawn, all cavities remaining in or adjoining the trench shall be solidly filled. .there sheeting is left in place, all cavities behind such sheeting shall be solidly filled. i �r&coca material shall be rounded up in a neat mound over the trench or removed as dirootsd by the Engineer. I . i (n) Un OF EMSTum STRUCTURES - All existing trees, fencos, water or other pipe or conduits, emban1tmenta, or other structures in the vicinity of the work shell be supports& and protected from injury by the Contractor, during the construction and until the completion of the work. The Coatrac- � for ahall be liable for all damages done to such structures no above ► provided, and shall cave and. keep the Board harmless from any liability or expense for injuries, dr:mages or repairs to same, i (o) rMAI MITS - The Contractor shall make all fills and embankments as shown on the plans and as required for the proper completion of the work. Embankments and fills shall be built of the materials removed from the excavation, eo far as possible, arranging them in the moat suitable ' manner@ Fills and embankments under structures shall be arranged in a manners and composed of materials approved by the Zngineer. High clay content., or hips shrinkage factor , earth or soil shall not be used in rills or embankments. Prior to placing any fill or embankments, supporting a structure, the area over which fill or embanlunent is to be placed shall be cleared of all lebria, holes or pits, ana holes or pits shall be back±illod and tamped thoroughly with earth from the site. The area shall then be plowod to a depth of not ions than 12 inches, the surface of the ground rostorod to approximately its original contour by blading or other method and then compacted by sprinkling and rolling with a sheeps foot roller. The fill or embankment shall be constructed in layers approximately parallel to the finished grade. The layers shall be evenly spread to a • depth of not over 8 inches and shall be uniform as to material, density, and moisture content. Material placed in the embankment in piles or i windrows shall be moved by blading or similar method, breaking up clods ..k7_ j SAW i or lumps. Water shall be evenly applied to secure a uniform moisture con- tent for maximum compaction throughout each layor. Then each layer aha].I be immediately compacted by sheeps foot rolling to a uniform density of not less than 95 per cent. The m-face of all, embankments shall be carefully graded to the lines i shown on the drawings or given by the Engineer and shall ba left above i the finished grade specified, if directed by the Engineer, to anon for settlement. } (p) RWftADItiG AND REPAVING STTREMS_ The Contractor shell restore the streets or roadxays to a condition satiofactory to the Engineer and to the City Street Superintendent, County Highway Superintendent or State Highuuy Department, as the 5urisdiction may be. (q) DUOMS -- The Contractor shall provide suitable detour© wherever ; necessary and such detours shall be maintained, proper barricades erected, suitable lights provided and white line markings provided if required; all deto •s shall rr+sat the requirements of the City Strout, County High�y or State Highway Department, as the jurisdiction may be, and be approved by the City. Street Superintendent, County Hi&-my Superintendent or State Highway Department. Any damages to City, County or State Highways or private roads WWI be repaired by the Contractor to the satisfaction of the Cit7 Street Superintendent, County Highway Superintendent or the State Highway Department or owner of private roads, whichever the case may be. (r) ME UREMENT AND PAYNEW - (1) Measurement of excavation will be on the basis of a complete ' job of exeuvaticm as described in the preceding paragraphs of this section. (2) No payment for excavation will be made as such and the Contractor shall include all costs in connection therewith in the applic- able contract unit price bid. i i f 3 v -JIB— i i s �r i F,3 CON RE M (a) MOM - Concrete for the various uses shall be composed of cement, aggregates and water of the qualities herein specified, and in the required proportions, well mixed and to a proper consistency. Analysis and tests in accordance with A.S.T.I4. Standards will be.made by the Engineer, and the Contractor will be required to furnish the concrete to r conform to the design required to produce economical concrete with proper Workability, density, impermeability, surface finish and strength. The ultimate compressive strength of the aonorete at the age of 28 E days shall be not less than the amount shown in the following table for each type of work mentioned: Pounds per ; Class Type of Work Square inch} r, Structures, incasement of pipe and steel.. plate specials, and miscellaneous concrete 31000 (. H Precast concrete pipe and manhole rings 4,Oao C Cradle, and supports across trench, aid footi.xs 1,500 (b) 'C NSISTE?1CY - All concrete placed by the Contractor shall have a consistency regulated by slump tests as prescribed by A,S,T.M, Standards, Serial Designation C.-14.3, latest revision. The slmmp range shall be as not forth in the funcaring table for the various classes of concrete: i Clasp SIMI Rawt•,�e (it�nches) A 2-.1/2 to 4 B 3-1/2 to 4 • �Y C 3 to 5 (c) CEt� »to,A.S.T.14. Standards, Serial Des Cement for all classes of concrete shall be Type II nf cement coorming gnation 0»150, latest ;•vvision, The.Contractor. shall furnish three certified copies of reports from the company supplying the cement, stating that the cement delivered f to the work complies with the requirements above specified. .The Contractor will not be permitted to use any dead storage cement or cement stored for a period considered or found to be detrimental to the quality of the cement. (d) ME AGOMATE - tine aggregate for concrete or mortars shall be clean, natural sand or sand prepared from stone or gravel. Deleterious substances shah not be present in excess of the following percentages by weight of contaminating substances. In no case sha11 the total exceed i i „49_ t i i w Removed by decantation (dirt, silt, etc.) 3% i Shah 1% Clay lumps • Fine aggregate shall not contain strong alkali or orgarlo matter which gives a color darker than the standard color When tested in ac- cordance With the Standard'Hothod of Test for Organic hVurities in . Sande for Concrete (Serial Designation C40-48) of the American Society for Testing Ptaterials. Sand shall have a fineness modulus not less t!-qn 2.50 nor greater than 3.00. Fine aggregate shall be graded from coarse to fine Within the following 31witing percentages by. weight, except that the weight of the amount retained on any single siege shall not ex- ceed 35% of the total weight.. Passing a 3/611 sieve 100% Pass1mg a No. 4 sieve 95 to 100% Pausing a No. 8 sieve 75.to 90% Passing a No. 16 sieve 55 to 75% Passing a No. 30 sieve 30 to 55% Passing a Ila. 50 sieve 12 to 30% s Passing a No. 100 sieve 2 to 8% 1 (a), , CO HWATEs . Coarse aggregate shall consist of crushed 1 stona' or gravel of clean,..hard; durable particles of stone free from., calcarious coatings or;other'foreign substances. Stone or gravel shale. be Vae from mica ceous'particles, from flat or elongated pieces and from � all orgasiio matter. Deleterious substances shall not be, present in a=esss i l of they following percentages by weight. In no case shall the total of all deleterious substances exceed 4. Soft fraVnents 2% ' Shale 2% Coal -and lignite 1/4% . Clay lumps 1/4% Materials.finer than No. 200 sieve i *Exoept' that when material finer than Ho. 200 sieve consists of crusher dust, the max m= amount shall not exoeed 1%. i Coarse aggregate abill.be graded from coarse to fine and shall con- form to the following limiting percentages by Weight, except that" the weight of the amount retained on any single sieve shall not exceed 45% of ! the total. Pausing 1�-1/2" 'sieve 100% Pausing 1° sieve 88 to 100% i Passing 3/4" sieve 56 to 91% Passing 1/2" sieve 25 to 60% Passing 3/8" sieve 4 to 34% Passing Ito. 4 sieve 0 to 10% »5O- i t i ,i (f) ADI.-..- IXTURE - Master Builder r s dry Pozzolith in the amount of 0.4 lb. por.saok of cement, or Celite (diatomaceous silica) in the amount of 2.0 lbs. per sack of cement may be added to the mix for all Class "A" concrete to improve workability or as may be necessary to seouro concrete within the specified limits of cement factor, slump range, and water-cement ratio. Before approval of ary other such material, the contractor will be required to submit the results of complete chemical and sieve analyses f made by'an acceptable testing laboratory. Subsequent tests may be made of seaples taken from the supply of material, being used on the work to � determine if it conforms in quality to the material approved. The use of any material. for addition to the mix to improve work. ability which may have an inJurioua effect on the strength, density, and '. durability of the concrete will i;at be permitted. It shall not contain effective early-heat.-producing elements or compounds such as those. con- ' twined in Portland cement, nor shall, its use result in a material increase In the free-Lime content of the concrete. (g) WAS - Water for concrete or mortar shall be clean, free is cm oil, alkali., acid, organic matter, or other deleterious substances. (h) CLASSES OF C011CRETE - The classes of concrete herein refuted to.as Class "A", Class "B" and Class "C" shall be as specified herein and shall be used in the respective places called for in the npecifications i or shown on the plena , or as ordered by the Engineer. (i) WA ER COt'TEiir AND'5LW LUME - The maximum quantity of water per 7 sack (94 lb. of'oeme'nt shall liircl,i d the free eater in the anTegate; however, moisture absorbed by the aggregates shall not be included: In no case shall concrete be placed which shows a slump outsido tho limits indicatedin the table under paragraph (b) above. .(J) 10SOMIENT GF MATERE JCS - Materials shall be measured.by weighing, . except as otherwise spec'MId or where other methods are specifically authorized by the Engineer. The apparatus provided for weighing the aggregates and cement shall bo suitably designed and ccnatructed.for this purpose. Each size of aggregate and the conent shall be iioighed separately. The accuracy of all weighing devices shal1 be such that successive quantities can ba measured to idthin 1% of the desired amount. Cement in unbroken standard packages (sack) need not be weighed, but bulk cement and fractional packages shall be weighed. The mixing water shall be measured bf volume or by weight. The water measuring device shall be susceptible of control accurate to within 2% of the desired amount. All measuring devices shall be subject to approval. (k) CONCRETE PROPORTIONS AND CONSISTENCY .- The concrete shall be of such consistency and composition that it can be worked readily,into the corners and angles of the forms and around the reinforcement without ex- cessive spading and without permitting the materials to segregate or free water to collect on the surface. -51- ' ,r i i The proportions shall be such as to secure the lowest water cement • ratio which is conaistent with good workability, a plastic, cohesive mixturep and within the specified range of slump. i The proportion of fine and .coarse aggregate shall be such that the ratio of the coarse to the fine shall be not less than 1.0 nor more than 2.0 nor shall the amount of coarse material be such as to produce harshness in placing or honey-combing in the structure. To avoid unnecessary or haphazard changes in consistency the aggregates shail.:be obtained from a source which will insure uniform quality, moisture content, and grading during any single days operation, and they, shall be delivered to the work and handled in such a manner that variations in moisture content will. not interfere with the steady production of concrete of the specified degree of uniformity and slump. It is the contractor's responsibility to adjust the concrete. batch weights so as to moura the maximum yield yet at ILU times he ahall main- tain the proportions of the concrete miss within the specified limits. ' t If, in the opinion. of the Engin6er, it is required, the mixture shall be modified as directed by the Engineer within the limits set forth in these specifications. (1) FIELD SEST'OF OCKORRET - Field toots*of.concrete will be made by the Engineer i.n accarusnee with the "Standard Method of Test for Compressive Strength of bLolded Concrete Cylinders" (Serial Designation 039.49.of the 4 American Society for Testing Haterials). During' the progress of the work a reasonable number of compression testa will be made by the Engineer. (m) (2) . GE2rM -- iii?d.rg equipment shall be. subject. to approval. lflxers may:be of the stationary plant, paver, or truck mixer type. Each mixer shall be equipped';faith a device for acourately measuring and indicating the' quantity, of water entering the concrete, and the operating mechanism shall be suoh that lsakd& will not occur when the -calves are closed. Ads.. quate equipment and faoiliiies shall be provided for accurate measurement and control of all materiala, and for readily changing the proportions of ; the material. ; .The batch plant shall be capable of controlling the delivery'of all material to within one (1) percent by weight of the specified materials. If bulk cement is used, it shall be Neighed on a separate visible scale which will accurately register the scale load at a1W stage of the weighing operation from zero to full capacity. then relatively small quantities are to be used, resort may be had to hand mixing,, but only by consent of the Engineer. (2) STATICNARY ORAVE-R..TYPE KWS Thu ininimum time for mixing each batch after all materials, including water, are in the mixer shall. be I f _5z- 2 ca follows: Clans "A" Concrete 2 minutes Clasa 'rB" Concrete 2 minutes ' • Ujuss "C" Concrete 3,2/2 minutes Each mixer shall be equipped with a device for automatically mosnsur- ing and.indicating the time required for sss:L--ing, which device shall be interloclmd to provent the discharge of concrote from the mixer before the expiration of the mincing period. The mixers Shall revv2ve a minimum of twenty (20) revolutions after all materials have been placed in them and at a uniform speed. Neither speed nor volume capacity of the mixer shall exceed zanufacturer's recmen- dations, Excesaive overmixinag, requiring additions of Later to preserve the required consistency, will not be permitted, R (3) TRAIISIT.-MMD 00?�CRE • GENERAL .. Transit-mixed concrete may be used in lieu of concrete mixed t t ie ,job, for all, concrete to be placed in structures. A31 appli- cable mixing requirements specified herein for concrete mixed at the site shall govern transit-mixed concrete and the Engineer shall have free access ! to the mJx1ng pliant at all times. T 01tiG TP.UCK'Iff S » For concrete mixed in to P-lvadina truck mixers, ea�,TOP-LOADING batch a-b" .1Z turned not less than forty (40) and not more than one hundred fifty (150) revolutions of the mixer drum at mng speed- when the fine acid coarse aggregate are charged into the mixer simultaneously '. (cement and hater may be charged separately). When the fine abd.coarse aggre- gate are charged into the mixer 'scparately, each batch shall be turned not less than sixty<(60)and hot more thin one hundred flfty(150) revolutions of the drum at mi7dng speed. ..: Elm-LOADING TRUCK riIlLEB� For concrete mixed in end-loading truck mixers, each batch shall ,be turned not leas than sixty (60) and not more than one hundred fifty (1.50) revolutions of the mixer drum at mixing creed when the-wlxer ia ,laaded in excess of fifty percent (50%) of the gross drum volume an provided hereinafter. When the mixer is loaded -At to exceed fifty, percent (0) of the gross drum volute, the provisions specified for top-loading truck mixers will apply, IF�,IT 7 Truck mixers shall be loaded in accordance with manufae-• turerto capacity ratinga, but in no case shall the volume of mixed concrete exceed fifty percent (5V%) of the gross volume of the drum for top-loading mixers and fifty sight percent (56%) of the gross volume of the drum for end--loading truck mixers. .LIKINGSFMD - cheap be in accordance with manufacturer'e recrmmenda- tions, but in no case shalll, the speed be less than 4 r.p6m, or greater than a speed resulting in a peripheral velocity of the drum of two hundred twenty fI ve (223) feet per minute. The power unlit shall be equipped with a governor to Insure constant speed. i r ' I 4 CONTROL - Each truck mixer shall be equipped with a device for counting t7e number of revolutions of the drum, which device shall be iutarlocked so as to prevent the discharge of concrete from the drum before f the required number of turns. After the.drum is once started, it shall be � • rovolved continuously until it has emapletely discharged its batch. Vater shall not be admitted to the mix until the drum has started revolving. The right is reserved to in6reaue the required minimum'number of revolutions or to decrease the designated � number of revolutions] allowed if n5c, � esaary to obtain satisfactory mizing, and the contractor will not be entitled to additional cmaprsnsation because of such increase or decease. ( ) HAND-IM 1 COMPETE _ 11hen necessary to mis:'by hand, a water- tight platform shall be weed and ingredients shall ba turned together at. least six (6) titles, and until they are homogeneous in appearance and color. (n) CEEMIT MCRTARR. OR GROUT -. Cement mortar for the repair of im- perfect concrete work, the TI-1-Ung of holes left by fora bolts and ties, and the filling of voide around piping through concrete shall consist of cement and sand mixed in the same proportions an used for the concrete being repaired, with only sufficient water to give the required consistency. Holt holes shall be filled with dry pack mortar, we21 tamped into holes. I . ' Grout for spreading over the surfaces of conatructicn joints shall consist of water and cement mitred in the ratio of not to exceed seven'(7) 4 gallons per sack with sufficient sand addec. to produce the clesired work-- ability of the mass. Particular care shall be. exercised in placing cement mortar or grout since it will be expected to furnish structural strength or an impermeable eater seal or both. Cement mortar or grout that has not been placed within thirty (30) minutes after mixing shall be wasted. i Grout used in eetting machinery and equipment shall 'consist of a moist mixture of one (1.). sack of cement to one (1) cubic foot of sand to' one hundred (100) pbui As of Master. Builders "&becoll carefully worked � and.rodded cr tamped in under the machinery bases in much a manner an to'pureclude;voids or pockets under the metal base. The edges shall be neat37 finished. Concrete surfaces shall be roughened, cleaned, and soaked before the grout is placed. ! All cement mortar or grouting mixtures, application methods and placing tools shall be subject to the approval of the Engineer. (o) FORMS -- Suitable fc--ms with smooth surfaces of ample strength and rigidly braced and in sufficient number shall be provided so that the work may be prosecuted rapidly. Forma, centering, cores and molds shall be so constructed that the finish concrete will conform to the shapes, lines, grades, and dimensions indicated on the drawings. No form shall be ` used Mich is not clean and of proper shape and strength and in every way suitable. Deformed, broken or defective forms shall be removed from —5k— { • II I I the work. Before placing conorewe, the forms shall. be coated with vaseline, f form grease, or other suitable substance, to prevent adherence of concrete. ) All forms and form lumber once uaed shall be thoroughly cleaned and contnct } surfaces racoatod before again being used. ' Plyrood forms shall be used far all surfaces exposed to view in the � finished structure whether inside or outside of any structure. Channels and taros walls backfillAd with dirt may be formed with lined forms. The contact surface of all unlined forms.. unless otherwise specified, shan' be constructed of 3/8-inch or 311i inch five ply Douglas fir plywood made with a waterproof glue and especially manufactured for concrete formwork. Fun sized sheets of plywood must be used except where owner pieces wincover an entire area. An horizontal and vertical joints sh911 be backed solidly to prevent leakage and the odges of abutting shoats shall. be nailed to the name stud or blocking with 6d box rails not farther apart than eight (8) incheuo The contact surfaco of lined forms shall be non-warping fibre board 1 not less,than three-sixteentha (3/16) inch in thickneso,;, or one.-vuaxter (1/4) inch plywood, securely nailed to the form sheothing. bll fining material shan be used in ae vide pieces as possible. The boarding for lined forma may bs horizontal or vertical depending upon convenience. } Form sheathing shall be securely nailed to studs and so spaced as to prevenv any bulging of the lining. { Steel f=w or stool.-reinforced plywood forms made by a reputable manufacturer may be subatitutod for any of the above fore-work.. Ani. studding shall be of not loss than 2" x 4" Lumber and studding and wales uhall be of sixes and spacing approved by the Engineer, but in no case more than 2411 O.C. Wales shall be formed of double 2" x 4" lumber as a minimum. i A11 wall forms shall be tied together by means of approved wall ties on not greater than two (2) fact centers vertically and horizontally. The approved foam tie shah,be: of ouch . design that when the form are remcwed,,. no metal shall b©-•Within.three--fourths (3/4 inch of any ' surface*_,They,shan not ba'fittdd:with any.lugs, ,cones,:washers, or arq-other devices.to act as a spreader within the form which will leave a hole Merger than save-n-oightha(7/8) inch in diameter in the exposed surface of the concrete. Wire ties will not be permitted. Holes in the � forms for ties shall. not allow leakage during pouring. 1 The tops of wan and corbel forms shall be stiffened by means of 2" x 4" or 2" x 61, pintos. No farms on any part of the work shall be struck without the consent of the Engineer. E i i • All formwork shall be securely braced, supported or otherwise held in place in such manner as to prevent W bulging surfaces on the faces of finished concrete work and as required to prevent any movement or "slipping" of formwork. No concrete shall be poured until all forge have f been thoroughly checked for alignment, level and atra th. All cracks or 3penings at joints in formwork which are one-eighth (118) inch or more in width shall be closed by tightening the forms or by filling with an ap- proved crack filler or putty, (p) CONV 1fING CONCRETE - Concrete shall be conveyed from the mixer j to the place of final deposit by methods which will prevent the separation II or lose of the materials. Fquipment for chuting, pumping and pneumatically conveying concrete shall be of such size and design as to insure a practically continuous flow of concrete at the delivery end without separation of the materiels. Chutes and devices for conveying and depositing concreto shall be so designed and used that the concrete shall be directed vertically downward when discharged • from the chuto or conveying device. Chutes for cone concret3 shall be kept thorn cleaned. b Yid �Y Y ep I a r i n the completion of 'e our, washing and cap ng.upo mP any day p (q) . PLACING CONCRETE - No concrete shall be placed without-the prior.approval and direct eVervi.sion of the Engineer. The contractor , shall notify the Engineer, by written memorandum, of his readiness to place concrete in any portion of the work. , This notification shall be such time in advance of the operation as the 2-mgineer deems nocessary for him to make final inspection of the preparations at the location of the proposed concrete placing. Concrete shall be placed in tipproximately horizontal layers not to exceed twenty-four (24) inches in depth and the concreting shall be carried on in_ a,continuoue operation, within the.limits of,practicability, until the placing in the course, section, panel, or monolith is completed. Con- crete shall be deposited at or near its final position to avoid segregation �. caused by rehsadling or flowing. No concrete shall be dropped freely into ! place from a greater height than five (5) feet, Tremies shall be used for placing concrete where the drop In in excess of such height. Concrete in structures shall be placed with the aid of approved mechanical vibrating equipment.. Vibration shall be transmitted directly to tho concrete; in no case shall it be transmitted through the forms. The vibration shall be sufficiently intense to cause the concrete to flow ' or nettle readily into place and to visibly affect the concrete over a )) radius of at least eighteen (18) .inches. Vibration shvIl be supplemented f ' by manual forking or spading adjacent to the forms on exposed faces in ff order to secure smooth, dense surfaces. The concrete shall be thoroughly consolidated around reinforcement, pipes, o: other shape.m built into the work. -56- tug 4f Sufficient vibrators shall be on hand at all tines to vibrato the con- crete as placed. In addition to the ✓ibrators in actual use whilo concrete is being placed, the contractor shall have on hand two (2) spare vibrators ! ' that are in serviceable condition. No concrete shall be placed until it I has been ascertained that all vibrating equipment will be in serviceable condition for the duration of the placing operation. ��ecial care shall be taken to rlace the concrete solidly against the forma so as to leave no voids. Every precaution shall be taken to make all concrete solid, compact, and smooth, and if for any reason the surfaces have voids or are in any way defootive, such concrete shall be repaired as directed by the Engineer... No defective work shall be patched or repaired without the prior inspection and approval of the linear. The repair shall be with cement mortar applied by ouch methods as will produce a satisfactory bond with concrete in place and finished in a neat and workmanlike manner to match as closely as possible, the color and texture of the adjacent work. Defective work shall be removed if required by the Eagineor. Concrete shall not be placed until all reinforcement is,securely and praporly fastened is its correct position, and loose form ties at construe-• ` tion Joints have been'retightened, nor until all dowels, bucks, sleaves, hangers, pipes, conduits, bolt$, wires, and'any other fixtures required .to � . be embedded therein have been placed mud adequately anchored, nor until the forms have been cleaned and oiled as specified. No concrete shall be laid during rainstorms. Concrete placed i=ediately prior to rainstorms shall be protected to prevent the water from coming in contact with it, Sufficient Protective covering shall be kept on hand, at all times for this purpose. Concrete placing shall continuo without avoidable interruption, unless ' otherwise opocified, until the predetermined limit of the placement has been attained. The placement of concrete in wall forms shall not proceed at a i faster rate of rise than six (6) feet per hour when the temperat:re is 70 degrees F. and at a lesser rate of rise for lower temperatures, as approved by the F.ugineer. The placement of concrete for slabs or beams cast monolithically with walls or coluxws shall not commence until the concrete in the walls or columns has been allowed to set and shrink. The time allowed for shrinkage shall be not leas than six (6) hours. Placement of concrete on slopes shall commence at the bottom of the slope. Placing of concrete in which initial not has occurred or placing of retempered concrete will not be permitted. (r) WAT22TIGHTNESS OF CONCRME V:OPR - Watertight concrete is required in all class "A" concrete structures, Any cracks or imperfections develop- ing at any point in the work shall be repaired as specified above. (a) JOINTS AND BONDING As for as practicable the concrete work shall � • be, constructed as a monolith. The location of contraction, construction, i -5 7- ti� ■ ` and other joints are shown on the plans or specified herein. In order to r preserve the strength and watertightness of the 'structures, no other joints shall be made except as the Zhgineer may direct or approve. .At construction joints, the concrete in place shall bo thoroughly clesued of laitance, grease, oil, mud, dirt, mortar droppings or other objectionable =attar by means of a ,.ushing hammer or sand blasting after which the surfaces shall be washed i just prior to the succeeding pour. Upon resurdng concrete placing operationst a bed of grout not less than one (1) inch in thickness shall be thoroughly spread over the entire surface. Keyways on vertical joints shall be set to extend into subsequent- sections of the construction as shown on the plane. Floor slabs in the area: of their juncture with walls shall be washed free.of sakrlust, chips and other, debris after wall forms are built and i=ediately bofore the concrete placement, Should formwork confine sawdust, chips, or other loose matter in such manner that it is impossible to remove them by flushing with water, a vv=um cleaner shall be used for their re- moval after which the cleaned, surfaces shall be flushed with water. A clean out hole shall be cut at the base of each vall or column for inspection and cleaning. All expansion joints shall be one (1) inch clear space between con- or ote. structures. when poured and this one (1) inch space shall be entirely fliled' with one (1) inch thick sponge rubber preformed expansion joint material as manufactured by Servicised Products Company. RVension joints in waterbearing walls end slabs shall be made water tight by alao having twentyLeix (26) ounce copper bellows type water seals formed and installed as detailed on the plans. All contraction joints shall have twenty-six (26) ounce copper water � seals formed and installed as detailed on the plena. I All construction joints in water bearing walls or slabs, or in walls ' below the ground water table shell have a flat twenty-six (26) ounce copper water seal twelve (12) inches wide embedded six (6) inches into each con- ±•. crate pour. All reinforcing steel shall be run continuously throu�,,h con- struction joints unless specifically shown on the plans to be otherwise. Metal seals shall be fastened in place so as to prevent their disloca- s tion' while 'concrete is being placed. Care shall be taken to place the seals straight and in true alignment tend to protect them from any damage before the adjoining pour is made. Special care shall be exercised to insure the concrete is wel2 consolidated around and against the metal seals. Seals of any type, in any location, shall be spliced by crimping or ' crimping a:,d soldering in such canner as to make them absolutely water- tight. The contractor shall schedule his pouring in such manner as to complete any single days pour to a construction,' contraction or expansion joint. i (t) INSERTS - Pipes, anchor bolts, steps, casings, and other inserts, as shown on the plans, shall be encased in the concrete, unless otherwise -SB- ... noted. Dovetail anchors or tics shall be used in conjunction with the alots • or inserts for the various materials as specified under their respective sections, and as may be necessary for the required work. i (u) FINISHING - Cavities produced by fora ties And concrete surfaces requiring re shall be thoroughly cleaned, saturated with water, and carefully i filled and pointed with cement mortar as specified herebofore under "COCA%" i Such finishing shall occur immediately following the stripping of forms so as to incur the least possible delay in ca=encing the curing of the con- croto as specified under "CAPE OF NEW WORK". No other concrete finish is required for formed surfaces except as noted below. � All Mooed waua shall have an fins and projections removed. Joints shall be left smooth by grinding if neoessaryj however, it will not be nec- essaryt remove foam marks if the joints are smooth.c 3 , floors with drains shall be properly sloped toward drains. The tops of walls shall be steel troweled. Top edges of coping walks, ' and'wslIap if not otherwise required, shall be finished with a one (l; inch radius edger, the flanges of which shall be ground to a knife edge to pro- 1 duoe -as liU .burrr as.possible. Remaining burrs on the lower side of the finished radius, after the form has been removed, shall be rubbed off and the surface left ne-tooth. *ainting ubere iLdicated or directed shall be carefully done with a jointing tool. (v) 'CARE OF NEW WORD .. All surfaces of, concrete far water-bearing structures shall be kept constantly and visibly moist day and night for a period of not lose than seven (7) days and nights beginning Immediately upon removal of forms. Each two (2) days the foams remain in place,,-up to a maaimuza of six (6) days, shall count as one (1) day of water curing. No.furthe'r curing credit will be allowed after contact has once been broken between concrete surface and farms. Ties ahall not be loosened. A11 exposed surfaces of concrete for non-water bearing structures shill,be cured-by 'aovering Slabs with waterproof curing paper and seal ing all edges and leaving forms in place for seven (7) days followed by application of water by means of sprinkler nozzles or sprays„ keeping the concrete constantly moist for a period of one (1) day and night. Supports and forma for struts, beam, and floor er roof slab soffits shall remain in place for at least eeven (7) days after concrete has been placed for any concrete which carries its own weight only. For concrete members carrying additional or live loads, the Engineer shan determine � • when forma may be removed. { t ' In lieu of continu4l curing by moisture of water bearing co top the Contractor may substitute a combined process covoring of the con- crote, using spray nozzles for one Rill day and immediately thereafter spraying concrete with an approved waterproof cu rg compot:nd,. 'I two ' of any such substitution method must be first requested by the Contrac- for in writing and approved by the Engineer. i r (f , I . 1 i i - i i -60- E-4 RE_INFORCEISENT 1 • (a) REINFORCING STEEL QUALM Steel for reinforcing bars to be embedded in con- deformed bars of the size called for on the crate shall be corrugated or plans. Bars shall be free from defects and kinks, and from bonds not } shorn on the plans. The bars shall be rolled from open hearth steel billets, and shall conform to the requirements of the "Tentative Specifi- cations fcr Billet-Steel Bars for Concrete Reinforcement", Serial Designa- tion A15-54T of the American Society for Testing materials. Bars shall be of the grade therein specified as "Intermediate Grade". Hot-tk3stad or deformed �d bars'rintermediateed frm ail gradeBereArSolled.from Designation A16-54T or , axle steel A.S.T.H. Designation A160-54T may be used only where straight bars and bars without hooks are required except in beams where no rail or } re-rolled axle steel shall be used regardless of shape, size or type. j All bars shall be new stock, free from rust tcscaleesoating of l scrust eg or 1 excessive rust when placed in the wo r i resulting from short exposure will not be considered objectionable, but any bars having rust scale, mill scale or a thick rust coat shall be thoroughly cleaned,. or shall be rejected and removed from the premises i upon the order of the Engineer. Q PLACIh�G .,The Contractor shall` supply all necessary " ring ( ) ` ""� .. Co.ce fasten lt' securely supports and labor to put the reinforcement, , and;keep it in jxUcc.while concrete.'is.bel g poured.. Concrete spacing chairs I and'other accessories conforming to the American Concrete Institute Standards shall be furnished to.hold the bars.in position. Chairs in suf- ficiant number to prevent sagging and to support any pedestrian traffic duiring construction shall be used, but in no case less than n aual of in the "Standard Number and Location of. Accessories" in the 'tHaf Standard Practicetf A.C.I. Standard 315-46 (latest revision)' ,' Unless otherwise indicated on,the plans, reinforcement shall be placed so as to provide' a protective concrete.covering in' accordance with A.C:I. Standard "Buil Code Requirements for. Reinforced Concrete (A.C.I. 31&-51)" (latest revision)*' . The bars shall be cut and bent as required, and wired together at:every,,other.intersection; however,~each bar shall be tied at least once every.eighteen (16) inches. All bending shall be accurately dens as shown on the plans and by methods and appliances approved by the En eer. Adj oinin bars at splices shall. overlap at least twenty-four (24) diameters, ; g unless otherwise specified. " On any vertical construction joint in the work where horizontal bars extend beyond the construction joint, the forms or head against '►hich the work ends shall.be perforated at the proper places to allow t, , bars to project through a distance at least equal to the lap specified. Th(_ ro3ecting ends, however, shall be of different lengths so that in no pi ° will laps in adjoining bars in the same place occur opposite each ott. -61- 1..CZ+:i�'it�4'9�9+Kaw1.«+s:'• dllw,'.7:�Is+e7ilf✓.W1l�Mife?`.S`� ww t ........ .....w..• ]�J�. 11 �. ....t • •. .,.�;; K, y,+'.•, LS ! ••;(• kJ .,3. .y, •�• ,•' .{ �jti,.,�;r'"i"j >r.,r "rr +• ,i.. +,+'���p•1 "'�.;'i'"�f' r`T ! .aF r'f t. y + r �W" RS ,{'f.e ,t K... t R.,' y 7 w �1, . +. 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'�Y•s��, 1ia,4 �c ���,, �t aMq�'t�ririt3]t: Y '6":�hllF �fl+r•'x' 65�`rF�1V+�#ZkIrtiF '4'.:t ti'!r�. a12Pi�xs�&fY�i9.wt s >ts..r �L a F.f Y:l:...�e��w. .rrYil..h��tf a S'�..M:frri .�.,�.1:4.Sr�'tf:�.'Y1��lf• '.�pJ.�!' b �i`��r'i1 {....0 •t i (b) AEINFORCINGHESH » required by the plans or specifications, or where ordered by the Engineu. Are cash shall be furnished and installod in accordance with the following: (1) ttgALlTY — The wire mesh or fabric shall be of the size, number of wires and weight called for on the plans or ordered by the Engineor. It shall conform to the "Standcrd Opeeifications for Welded Steel Wire Fabric for Concrete Reinforcement" Sorial Designation A185+-37 of the American Society for Tasting Haterialo. All reinforcing mesh shall be of new stock, free from sxcesoiae rust when placed in the work. (2) PLLCING — All necessary airing, spacSrg chairs or su:?porta shall be inatalled to keep the mesh in place, urhile cnacroto is beintg j poured. The mesh shall be beat an shoat or required to fit the vor�. Wire mesh shall be rolled or otherwise straightened to L.*e a perfac 'y j flat shoot before placing in the work. The lap shall be ouo cowplot + mesh of manufactured and cuf; edges. Every other wire shall be tied c ! laps. !, i i i r i i I I ' , i i I t i i i t . i -62- 6 r R , 1 E-5 PIPE r ' (a) TYPES - The type of pipe to be furnished by the Contractor and i installed in the work shall be of the following typeo: " (1) Welded Steel Pipe, cement mortar lined 1/2 inch thickness inside, and cement mortar exterior, coated to a thickness { of 3/4-inch over the outside surface with steel wire reinfarcemant, as shown on the plans, for such pipelines as are so designated on the plans;, (2) Cast-d.ron Pipe, cement mortar Lined, Class 150, for such pipelines as are so designated on the plans: (3) Cement Asbestos Pipe, Class 150, for such pipelines as are so designated on the plans; or (4) Galvanized Water Pipe for such pipelines as are so designated on the plans ' The Welded Steel Pipe, fittings and gate valves between the Metropolitan Water District connection and the pressure reducing valve to be located at approximately Station 0+93, Schedule I, shall be constructed to operate at t a safe working pressure of 250 pounds per square inch. Rips, fittings and j gate valves between the pressure reducing valve hereinbefore mentioned and the termination of the various pipelines as shown on the plans, shall be constructed to operate at a safe working pressure of 210 pounds per square inch. Fire hydrants, valves, or special valves and fittings, shall be as shown on the drawings and/or as specified herein. I Sterilization and testing of the complete pipeline and appurtenances, or sections thereof, before acceptance will be as hereinafter specified. Fittings for pipe assemblies shall be either fabricated steel, mortar lined and coated; cast-iron, cement lined; or galvanized steel or wrought-iron; or combinations thereof. In any case, Dayton or Victaulic couplings shall be provided for die-assembly for replacement or repair. Contractor shall submit shop drawings for all pipe assemblies for approval by the Engineer before cc=encement of work. The Contractor ahall furnish pipe and fittings in accordance with the terms of his proposal and the rcquirements of these specifications and drawings, and shall guarantee for a period of one year all such material and workmanship as is hereunder furnished or supplied. t The pipe furnished and i.nstr-led by the Contractor shall conform to the plans and specifications. An alternate pipe detail design, provided it is equal or better in every resrect than those shown on the drawings or specified herein may be submitted by the Contractor in his proposal, but the Board reservee the right to reject any bid containing such an alternate proposal if the Board finds any questions ' as to the merits of the alternate. Regardless of the type of pipe, the Contractor shall furnish all labor, pipe materials, gate valves, pressure ui valves, r and/or vacuum r valves, meters, pressure regulators, And any other cast-iron pipe, galvanized i steel pipe, galvanized wrought-iron pipe, fittings, valves, fire hydrants, • and all other materials, all necessary equipment, and all incidental labor, materials and equipment required to complete a tested and working pipeline as projected on the drawings and specified herein. j All replacements or repairs of lines carrying air or gas, shall be tested for tightness after erection as far as practicable. Pipe lines carrying water, sewage or sludge shall be teated by filling with Dater i under a hydrostatic pressure of fifty (50) pounds per square inch in excess of the normal operating pressure. All visible leaks shall be re- paired. All tools, materials, including ~rater, and appliances including bulkheade, requirst for malting the tests shall be supplied by the Con- tractor at his own expense. Where pipelines are laid in excavation under pavement, or bedded in concrete, testing shall be done prior to refilling or placing of the pavement or concrete. All pipelines shall be left thoroughly clean. After testing and before putting into service, all new drinking water linos shall be chlorinated as specified hereinafter and directed by the Engineer. Chlorine will be furnished by the Contractor and the '. chlorination will be supervised by the Engineer. i t (b) SPECIFICATION FOR PII:E i (1) WELDED ST'EE, PIFE I (a) 4UALITY OF S'nM - Steel plates or sheets used in the manufacture of the pipe shall conform to the physical properties of American Society for Testing Materials Specification A-283 Grade B (for ' plates) or Specification A-245 Cc=ercial. Grade (for sheets), both of } the latest revision. The plates or sheets shall conform to the gauge or thickness specified, y _ said gauges being in accordance with Haanufacturerst Standard Gauge Table r and having a definite thickness equivalent for each gauge number (see American Iron and Steel Institute "Steel Products YAnual« of Septembrr, 1949, Sections 6 and 11). (b) FABRICATIOU +- The diameter specified shall refer to the finished net .inside diameter of the completed pipeline and the Contractor shall take into consideration lining thicknees in placing orders for pipe. The pipe shall be manufactured in courses not less than 10 ft. long having not more than two longitudinal and three circumferential seas per section, except where shorter lengths or more than one of either type of welded seam are required by special conditions. -bl+- �i All longitudinal seams shall be butt welded from the exterior against ! copper faced mandrels with either single or twin arc electrodes, depend- ! ' ing on the wall thickneso. All circumferential seams shall be butt welded I from the exterior and when required from the interior as well, using single are electrodes for each such weld. All seams shall be welded by an approved shielded arc process which protects the weld metal from the atmosphere while cooling and which assures full fusion with the parent metal and complete penetration. (c) ENDS OF PIPE SEC MONS Standard ends of pipe sections f and specials shall be bell and spigot, rubber gasket type, as shown on the drawings or approved by the Engineer and other ends where called for on the drawings shall be of the following types or equal: (1) ENDS FOR MECHANICALLY COUPLED FIELD JOINS -- Ends for Dresser type couplings shall be plain with the weld bead ground flush outside for the required distance back from each and. For Victaulic type couplings, ends shall be banded, grooved or provided with grooved nipples. Foi- basted joints, ends of sections shall be swaged if required. } (2) ENDS FM CAULKED F'IEI,D JOII�T3 - One end of each section shall be swaged out to form a caulking bell. It shall be enlarged } sufficiently to secure E. caulking space approximately, 5/6 in. wide (at its r greatest width) by 4-1/2 in. long. There shall be a secondary enlargement beyond the caulking space to provide a centering socket for the spigot or plain end which shall permit the latter to enter approximately 1 in. beyond the caulking space. ; The caulking bells shall be formed hot, in one operation, using a the or dies which assure that the bells as made will be uniform and round. � After mraging, the end of the belt shall be reinforced by shrinking on and tack welding a steel ring of the proper diameter. The steel bar from which the ring is made shall have appropriate cross-sectional dimensions ranging between 3/16tt x ltt and 1/2tt 7 3tt, depending cn the pipe diameter. � - f • (3) PLAIN ENDS FITTED WITH FLUKM - Ends to be fitted with flanges shall have the weld bead ground 'lush for the distance the flange is to slip over the end. Flanges shall be welded to the pipe ends with full fillet welds both inside and outside. (4) PLAIN E2MS FITTED WITH BUTT STRAPS FM FIELD WELDVIG The butt straps shall be of the same thiclaiess as the pipe wall, at lsast two inches wide; shall be rolled to fit the outside dieter, and shall be centered crrer the ends of the pipe sections they are to join. They shr11 be field welded to the outside of the pipe along both edges by full fillet welds. -GS-- i # i c (d) M"TI G - Each section of pipe shall to 17. &ostatically tested.under an internal pressvre in pounds per square inch at least 50% greater than the specified working pressure. While under this pressure the pipe shell be sharply struck at six inch intervals along the weld with A M/2 pound haunter, with blows equivalent to dropping the ha=er a distance of one foot for Mo. 24 gauge pipe, increased by an increment of six inches for each increase in thickness by one gauge number. The blours shall be struck in such a manner as to thoroughly jar the weld. I=edistely after the hm=er test has been completed the pressure shall be maintained a sufficient length of time to allow for the inspection of the section for tightness. All leaks shall be repaired by chipping to sound metal, hand welding, and the section then re-.tested. ! (e) APPLICATIOII OF CEMNT k.GRTAR LINII•- AMD COATII (1) 1 TERIAaS - Pipe shall COM-Ply Frith detail specifics- tions herein for Welded Steel Pipe, (Paragraph &5 (b) (1). ALI objection- able matter, such as loose mill stele, rust, dirt, oil or grease, shall be remand tram the pipe prior to the application of the cement mortar lining and coating. The steel pipe shall to designed to operate under the specified mas lm= workirg pressure, using an allowable stress cif 15,p00 p.s.i. no strength value ahall be given concrete mortar or any reinforcing material for withstanding internal pressure. Cemeu` used in cemertr mortar shall ccmpl,- with A.S.T.M. Specifics. tions C 150, Type II. Aggregate used in cement mortar shall be cactposed of o2ear, sharp, durable grains graded sB required by the application process. Water used in cement mortar chel]. be clean and free from objec- tionable quantities of organic matter, alkali, salts cr other deleterious substances. The cement mortar used for the inside and outside coatings shall be composed of mixtures of cement, aggregate and water as above, well minced and of the proper consistency to procure dense, harsogeLeous lining S and coating materials. All cement mortar shall develop an ultimate cam- f' pressive strength of 30000-4,000 p.s.i. at 2S days as dete=ined by Para- graphs 19 and 20 of A.S.T.M. Specifications C 39, latest revision. Steel reinforcing wiro used in the outside cement mortar coating shall be a csight basic wire of low carbon, open hearth steal, not annealed after the last draw, and with an minimum ultimate tensile, strength of 60,000 p.s.i. (2) II MOR LIIITIU _ The cement snorter shall be, applied to the inside of each section of pipe by means of troughs or retracting feed limo while the pipe is rotated with its wd.s in a horizzontal position. This initial. application shall produce a uniform longitudinal distribution through- out the length of pipe. Then the pipe shall be rotated at a speed which will uniformly distribute the mortar around the inside circumference of the pipe and produce a donne, smooth and uniformly compacted lining. During the apinming operation, surplus water, uhicli ban been forced to the outface of the living, ahall be removed by a blower or other suitable matins. Icnediately after the apinning operation, each section of pipe ahall be tilted to drain off agv er..ceas water still retaining, and cacti end ahall be capped with a I i waterproof cover, properly attached, to prevent the escape of moisture from the interior of the pipe. The pipe shall, be carefully moved to a storage area and cured under sprinklers without being distrubed for not less than k ' days if an exterior caient mortar coating is to be applied, and for not loss than 7 days if the exterior coating is omitted. (g) EXTERIOR COATIM _ The ce-ment mortar shall be applied to the outside of each section of pipe by means of a nozzle, or nozzles, through which the mortar is forcib],y expelled against the outside surface of the pipe in such a manner as to farm an even, dense and tightly adhering coating. During the coating operation, the pips shall be rotated and moved in a longitudinal direction beneath the coating nozzles. The rotation and longitudinal travel of the pipe sMU. be uniform and at the proper rate to rzovide, a coating of the specified thickness. The standard reinforcing for the cement mortar coating shall be a spirally wound steel reinforcing wire of the specified gauge, embedded in the coating. The gauge, piteb and radial position of the wire shall be approved by the Engineer. Immedi.a;;e1,y after the coating has been completed, the outside of each and of each section shall, be cleaned to bare metal and shall have the mortar } troweled and shaped to suit the type of Joint being used. All bare metal i! exposed at the ends of each section of pipe shall be cleaned and suitably protected. The pipe shall than be cured wrier sprinklers for not less than 7 days before being disturbed. � (f) Ii ON _ The Engineer 'or his authorized representative shall at all times have the right to inspect the work and materials. The ` Hanufacturor shall furnish the Engineer reasonable facility for obtaining such information ea he may desire regarding the progress and manner of the work and the character and quP2Li+;y of materials used. (g) WADIM AND TRANSI RTTI'G _ After the pipe has been proper- ly cured, it shall be lauded on trucks or railroad cars and, when necessary, supported in such a manner, using, adequ6c dunnage, steel saddles and padding, to insure the safekeeping of the pipe wPs.le in transit„ During loading and unloading operations, the pipe shall be handled in a workmanlike manner, and every precaution shall be taken to prevent demage to the coating. Under no circumstances are sections to be dropped or b=ped. (h) ALTEMUTE IESIG11 _ The design shown on the dravings and specified above is indicative of the type of itelded steel pipe and jointu desired by the Board The Contractor may submit an alternate design of welded steel pipe and Joints, mortar lined and reinforced cement mortar covered, as a basis for an alternate bid, but in any case he shall su'nit his proposal on the basin of the design shown an the plans. Any alternate design not conforming to these plans and specifications as to mini= steel thickness, durability of exterior coating, and structural stability, will boo rejected and the alternate proposal therefore re'ected. The Board. raservea the right to reject any alternate aid if the Board finds any question as to the � merits of the alternate. -b7- i w i (2) CAST-IRON PIPS QUALITY Hell and S^piQi. - All bell and spigot, and spigot i and cast-iron pipe, 07- nch and smaller in size shall be new and shall con- � form to all requirements of Federal Specifications WW-P-421 for "Pipe; Water (Cast Iron, Bell and Spigot, and Bolted Joint),11, Class 150, Type I, II, or III, and shall be coated on the outside as stipulated in Paragraph D-3 of the above-named specification. The interior shalt be lined in conformance with standard methods as specified in the Tentative American Standard Specifications for Cement Mortar Lining for Cast-Iron Pipe and Fittings, A.S.A. A21.4 - 1 to 16 inclusive. ! .Flanged-Pim - All flanged, flanged and bell, and fanged and spigot, cast-iron pipe shall be new and shall conform to all t requirements of Federal Specifications WW-P••421 for "Pipe, Water (Cast Iron, Bell and Spigot and Bolted-Joint)," Class 150, Type T, II, or III, except that A.S.A. Class 125 Standard flanges shall be provided where re- quired, to replace bells, spigots, or both of standard ball and spigot pipe. Companion flanges may be used in place of flanged pipe with flanges cast integral with the pipe. All flanged, flanged and belt, and flanged and spigot pipe shall be coated and lined as stipulated in the preceding para- graph. (b) TIFF: OF JOINTS - Cast Iron Pipe shall have any of the following types of joints as specified: Standard Bell and Spigot Joint Standard U. S. Joint Standard Mono-cast Doublex Simplex Joint Standard Pacific Gland Type Joint Standard Flanged Joint (a) SPECIAIS AND FITTINGS: r Ben,and Spit Fitt. A32 fittings for cast-iron bell and spigot end pipe, unless otherwise required by the drawings or specifications shall conform in all respects to the "Standard Speoif;ca- tions for Cast Iron Pipe and Fittings" as adopted by the American Water Works Association for the stipulated class. Flanged Fittings. Flanged fittings shall conform in dimensions, methods of manufacture, and tests to the "Standard Specifications for Cast, Iran Pipe Flanges and Flanged Fittings" as adopted by the American Standards Association, Class 125, as specified on the drawings, or stipulated in the specifications. Classifications of Fittings. Ben and Spigot fittings for pressure :rains shall tie Class 150, Class "B", or Los Angeles Pattern Clan, B, cast-iron; :flanged fittings sha. 1 be of the sane class or heavier, as that of the pipe in the line or run in which such fittings are installed. Fittings for gravity lines shall be Class A cast-iron. -6g- I a p i i I Coati" and Liriina - All fittings, regardless of t ype3 shall be coatea na Coating asiiereinbefore specified in Section Fry (b) l2) (a)• (d) .,LAMM, - Unleso otherwise indicated, all flanges for flanged pipe and fittings shall conform in weight, thickness, and drilling to the "Standard Specifications for Class 125 cast Iron Pipe Flanges and Flanged Fittings" as adopted by the American Standards Association. All � flanges shall be faced and drilled. Where cap screws or stud bolts are required by the drawings or specifications, flanges shall be provided with tapped holes for such cap screws or stud bolts. (e} DELIVERY AND HANDLING - All pipe and fittings shall be manufactured, handled, loaded, and shipped in such a manner that it is delivered undamaged, in sound condition, and conforming in all respects # to these specifications. Care shall be taken in loading and handling the ' pipe not to injure the pipe coating. . No other pipe or mate.-1al of any kind � . shall be placed inside any pipe or fitting at. any time after the coating has been applied and prAor to installation. All pipe and fittings installed on the work shall be new material which has never been previously used for " any purpose whatsoever. (f) JOINP MATERIAL Jute packing - All joints in bell and spigot cast-iron piping shall be packed with best quality, long fibre, clean, dry, Jute or oakum which shall be "Belmont", "Garlock". "Crandall", or equal, and shall be either square-braided or hand-twisted as specified or permitted here;n. Unless otherwise permitted by the Engineer, all braided Jute or oakum shall be not less than 1/2-inch size. Joint Fillcr - Joint filler for filling bell and spigot joints shall be soft pig lead conforming to the A.S.T.M. Specifications, Serial Designation B29-40T. If this material is not available then the joint filler may be ItHineralead, Leaditell, or similar sulphur-silica compound when such substitution is specifically authorized by the Engineer following written request by the Contractor. Flange Bolts - All flange bolts and nuts, except where otherwise specified, shall be made of the best quality refined iron or mild steel, and shall have sound, well fitting threads. Bolts shall be provided with standard hexagonal cold-pressed nuts and standard rquare heads, unless hexagonal heads are required for clearance. Flange bolts for each size of flange shall be of the diameter required, and of such a length that, after installation, they will not project more than three-eights (3/8) inch beyond the outer face of the nut. Gask to - Gaskets of t'Craniteil or equal, ane sixteenth (1/1.6) inch thick shall be used in all flanged joints. I -69- *000 1 (3) CEMENT ASBESTOS PIPE (a) GEIMM- Where water mains shall be cement asbestos, installation shall include all pipe fittings and thrust blocks, valves, and other service facilities and shall be installed as specified hereinafter. All pipe shall be carefully handled and stored to prevent damage and contamination. Fittings for cement asbestos pipe, including tees, crosses, plugs, bends, and adapters shall be cast-iron. Other fittings, as required, shall be provided for the various types of pipe connections as indicated and as hereinafter specified. (b) QUALITY - Cement asbestos pipe shall be Class 150, Transite pressure pipe, as manufactured by Johns-Manville Company, or equal. Each length of pipe and each coupling sleeve shall be tested to a hydrostatic pressure equal to four times the recommended m3dmnm operating ! pressure. j (c) COUPLINGS-AND ADAPTERS - Couplings or sleeves slush. be or a type recom nded by the manufacturer of the pipe furnished. Their shall submit with his bid a cawlete s ecification for the Pipe upon which his bid is based. 1 Adapters sha31 be of a type approved for this particular work by the pipe manufacturer, and the Engineer. ! (d) CAST-IRON FITTINGS - Cast-iron fittings shall conform to the latest standard specifications of the American Water Works f Association for Class 'ID" fittings. They shall be of the type required for the type of pipe used. i (4) GALVANIZED WATER PIPE AND FITTI2-65 - The Contractor shall furnish all materials, labor and equipment and install galvanized pipe and/or fittings as delineated on the plans. Galvanized pipe shall be standard weight steel or wrought-iron pipe, with threaded ends, galvanized inside and outslde with a uniform coating of not less than two ounces per square foot of surface. After cutting and before threading pipe, it shall be rcamed and have burrs removed. All screw joints shall be made with graphite and oil or an approved graphite compound applied to male threads only. Threads shall be full cut, and not more than three (3) threads on the pipe shall remain exposed when joint has been made up. Calking of threaded joints to stop o: prevent leaks will not be permitted. _70- I i f (c) LAYING PM - Pipe of the various types and sizes indicateu shall ! be furnished and installed in accordance with the drawings. Proper and suitable tools and appliances for the safe and convenient handling and la,Mng of .the pipes and special fittings shall be used. All pieces shall be Carefully, examined for defects and no piece shall be ..aid which is known to be defective. If any defective piece shmild be discovered after having been laid, it shall be removed and replaced with a sound one in a satisfac- tory rxanner by the Contractor at his awn expense. The pipes and special fittings shall be thoroughly cleaned before they are laid, shall be kept clean until :hey are accepted in the completed work, and when laid shall conform accurately to the lines and grades given by the Engineer. 223nr ends shall be 21.uMe -when work is,ssttoppe_d for the night or f lrr an3r othi, reason. SFECIAL CAIZ5 SHALL BE EXERCISED TO AVOID LEAVING FATS OF WOOD, DIRT AND OTHM FCREIGH PARTICLES !ff THE PIPE. If any such particles are discovered before the final acceptance of the work, they shall be removed and the pipe, valves and fittings replaced, as required by tha Engineer, at the Contractor's expense. Pipe delivered to the cite and subjected to excessive periods of dust or any other objectionable contamination before being placed in the trench shall be cleaned by air hose or other satisfactmy methods then swabbed thoroughly with a chlorine solution of a strength satisfactory to the Engineer. The pips shall then be nosed out with pure water. Where the objectionable contamination might be injurious to health, the pipe so contaminated will be rejected and the Contractor shall remove same from the site. On all inside work, pipes, valves and specials shall be properly supported by hangers and supports. Hangers and supports for horizontal runs shall be spaced at not greater than 7f-O" centers. ' Bedding of pines shall be on an even grade and of good alignment, with continuous tearing on the bottom of the trench. Excavation shall be made for collars or bells. Cement asbestos pip: shall be laid in the trench true to line and grade and�sh shall beuniformly and continuously supported upon the bottom of the trench for the entire length of each section. Jointing shall be accomplished by placing the sleeve and rubber ring, car rings, over the exposed end of the last section of the pipe laid; then, placing the section of pipe in place, and pulling the sleeve and rings over the joints by a means approved by the Engineer. The ends of the pipe sections shall be separated by a space of not less than one-eighth (1/8) of an inch, and not more than one-quarter (1/4) of an inch. After the coupling has been pulled into place, the location of the rubber rings shall be checked by a metal gauge. Concrete thrust blocks shall be poured at all changes in direction or In reduction of size to resist thrust in either direction. The zoncrete -71- shall be Class "A" as described in Section E-3,_1.1ConcretO. The thrust blocks ' shall completely fill the space between the pipe or fitting and the ditch walls. At all bends or angles the concrete shall be poured to the top of the pipe. At all reductions in size of pipe the thrust. blocks shall be poured " around the smaller pipe for a distance of one (1) foot from the reducing fit- ting, shall completely encircle the pipe, and shall be poured from wall to wall of the ditch, and to a height of three (3) inches above the top of the pipe> Joint material, between cement asbestos pipe and cast-iron fittings, or between cast-iron and cast-iron shall be lead, leadite, mineral lead or sul- phur-base Joint compounds, except for threaded or flanged Joints. Threaded or flanged joints shall be coated with white lead or other approved equal. te ,. ate totes,o£ Joints equal in all res ects to the joints above Mentioned for Joining cement asbestos pipe and/or fittings may be submitted by the Contractor for consideration of approval by the Engineer. i • In Joining the pil--s and special fittings for bell and spigot joints, the spigot of each piece shall be properly seated in the bell of the next ! adjacent piece and adjusted so as to give a uniform space for the joint. In making lead joints, the packing shall be thoroughly driven into the bell so that the lead, after having been calked, shall have a depth of at least two (2) inches. The joints shall be thoroughly calked by competent mechanics and in such a manner as shall secure a tight joint without overstraining the iron of the bells. Joint conEE d shall be heated and poured in accordance with the manu- facturerts instructions. ! f The melting pot shall be kept near the Joint to be poured, and each joint ! shall be made at one pouring. Dross shall not be aUmfed to accumulate in the malting pot. Where cement is used as the jointing material between cast-iron pipes and/or cast-iron fittings six or more lengths of pipe shall be in place ahead of each joint before such Joint is finished; and a space of not less than 3-inches in depth shall be left in the bell after the jute or oakum .. packing material is placed. The use of cement joints shall conform to Section 9.11 through 9.16 of AVNA Specification C600, latest revision. Where cement Joints ere used, pipe shall not be subjected to hydrosta4ic pressure and inspected and tested for leakage until at least 36 hours have elapsed after the wain tras filled with *rater. Other types of pipe joints shall be made up in a manner approved by the Engineer. The psi a shall be wel l,bedded for Us entire length betvmen fire hydrants, and/or val-res and/or fittings. Ample roan r:hfl11 be left around all fittings and valves for ease in calking and inspection to, insure that the fittings • and valves do not suppert the pipe. The Contractor shall back all dead-ends and fittings with concrete as directed by the Engineer. Flanges shall be firmly bolted with machines, stud or tap bolts of the proper size au previously specified. -72- (d) HIGHWAY AND RAILWAY UNDERCROSSINGS (1) NF,ItAL�- The Contractor shall furnish and install. water pipeline and steelG Jacket casing under State Highways and Railways at the locations shown on the plans and/or as described herein. State Highway crossings are loeated_at approximately Station 106+05, Schedule I; Station 26+41, Schedule VI; Stations 352+36 and 510+67, Schedule III; and Station 26+35, Schedule IV. Railway crossings are located at approximately Station 9+51 Schedule I; Station 6+60 Schedule III; and Station 53+31 Schedule IV. The Contractor shall also familiarize himself with the rules and regulations of the respective owners or governing agents with regard to installation of the jacketed water pipe undercrossings. Such rules and regulations include the inspection of the undercrossing by the respective Railway Company or Division of State Highways, an well as maintenance of rail And vehicular traffic. . Pipe under these crossings shall be additionally protected and jacketed by new steel pipe of not less than one-qua�-„er inch (1/411) wall thickness, - and of sufficient inside diameter to insure ease of installation and/or removal as sham on the plans. After installation of pipeline inside steel casing or jacket, the open ends shall be plugged with cement concrete out in the manner shown on the 1 P 8g 8r plans or approved by the Engineer. I (2) PA)R EI - Payment to the Contractor for tunneling or jacking steel casing Sor pipeline under the roadways and tracks will be made on the basis of the unit price bid in the proposal for such work, which price shall include all costs in connection with furnishing and Installing the encasement ' complete and in a manner approved by the respective Railway Company, the ! . Division of State Highways, and the Engineer. Payment for water pipeline installed in the steel casing or Jacket will'be made at the unit price for pipeline bid in the proposal. No extra payment for installing the pipeline in the encasement will be made as such and the Contractor shall include in the respective bid items in the propoml all costs in connection therewith. (e) CONNECTIONS TO EXISTING PIF'SLMS (1) GENERAL - The Contractor shall furnish all pipe and fittings of a type specified in these specifications or approved by the Engineer, and make all necessary connections to existing water lines as shorn on the plans. Such cannections shall be made under supervision of the Engineer and at the time required by the Water Superintendent of Operations for the Water Works District or City involved in order to cause the least interference x_th the operations of existing water lines. (2) CUITING EXISTING MAIM - The cutting of existing water mains, and the connections of the now pipes and fittings shall be made in a mutner approved by the Engineer and Water Superintendent for the Water Works District or City involved. (3) PAYMENr - No paynant for connections as ouch will be made, turd the Contractor shall include in the price bid for the respective bid items -73- i all costs in connection with all connections to existing pipelines stub- cuts and fire hydrants as delineated on the plans and outlined in these specifications, including all costs for excavation, backfill, laying pipe, making connections, resurfacing streeto, sterilization, testing, placing • in operation or other work necessary to complete the connection to the satisfaction of the Engineer. E-6. VALVES AND HYDRAULIC SPECIALITIES (a) GATE VALVES - Gate valves shall be furnished by the Contractor and installed, complete with piping, fittings, valve boxes and covers, at the locations .indicated on the plcns, and in accordance with these specifications. All gate valves shall be iron body, bronze mounted, double disc, non- 4rising stem, 350 pounds hydrostatic test pressure for valves under 12-inch and 300 pounds hydrostatic test pressure for valves over 12-inch. Valves shall be manufactured in accordance with specifications of the American Water Works Association and shall be Rensselaer List No. :13A; or Crane List No. 2485 'or approved equal. Valves shall be equipped with either flanged ends, hub ends, spigot ends, ends for transite pipe, or with a combination of these endings as may be required to complete the installation in accordance with the plans and specifications to the approval of the Engineer. Nand wheels, gear boxes, by-passes, or other special devices shall. be : furnished and installed complete where indicated on the plans. All other j valves not so indicated shall be complete with a square nut on the valve stern for socket operation, and one socket wrench shell be furnished ;for each_,,. � valve, with a handle of a length approved by the Engineer for each valve } location. (b) PRESSUP.E Rr,IEF VALVES - Pressure relief valves shall be furnished and installed by the Contractor at the locations and in thu manner shown on the plans and shall be Clayton List No. 50, or approved equal. (a) AIR AND VACUUM AND AIR FOMSE VALVES - The Contractor shall furnish and install Air and Vacuum and Air Release Valves of the sizes shown cn the plans oftch shall be equal to those manufactured by Rensselaer Valve Company. The installation shall be complete as shown on the plans, including appurten- ant piping, valves, tee from main and necessary fittings. The complete installatio-: Will include the concrete pipe and metal cover which shall conform t details mu be take to s oaf rm o the ta,.l.s shown on the plans. Care at n install each valve at the proper ele•ration and to the satisfaction of the Engineer. (d) PRESSURE REDUCING VALISS - The Contractor shall furnish and install pressure reducing valves of the sizes shorn and at the locations indicated on the plans. Pressure reducing valves shall be Clayton Manufacturing Company, Alhambra, California, List Ito. 90, or approved equal. (e) WATER p.___..ERS -_ The Contractor shall install water meters of the sizes shown and at the locations indicated on the plans. IVater meters $6.11 be furnished by the Board to the Contractor at the Ccntractor's field warehouse. (f) FRMSURE GAUGES - The Contractor shall furnish and install pressure gauges at the locations ahos:.n on the plans. Gaugcs shall be Marsh «Qualitylt Pressure Gauge, Type 1, 3-1/2 inch dial, cast brass case, or approved equal. -74- x o ' S The upstream gauge in Structure Flo. 1 located at the M.W.D. connection on Dale Avenue near Katella Street shall be calibrated from 0 to 600. All other gauges shall be calibrated from 0 to 300. (g) FITTINGS AND SPECIALS t (1) CF. ��tAL - Fittings and special connections shall be furnished and installed by the Contractor where shown on the plans or where required tc properly construct the pipeline and appurtenances shown on said plans. The Contractor shall submit for approval of the Engineer, shop drawings for all steel pipeline or appurtenant work. Cast-iron and/or galvanized steel or galvanized wrought-iron fittings shall be used where so indicated on the plans or where replacement ve r^pair of other pipelines encountered in the course of the work demands. Where .Fabricated steel sections are indicated or approved as alternates to the use of cast-iron fittings, tYa steel sections shall conform to details for protective coatings as specified for the pipeline itself. (2) ANGLES AND BENDS - Steel pipe placed on curved alignment by means of unsymmetrical closure of spigot into bell rings shall be permittod up to 1/211 pull Crcm normal closure on one side of the joint in pipe sizes 4" through 10tt diameter, 3/4tt pull from normal closure on one side of the Joint in pipe sizes 12tt through 2211 diameter and In pull from normal closure on one side of the joints in pipe sizes 2411 through 36" diameter. Where smaller radius of curvature is required sections of steel pipe with beveled ends may be laid on curved alignment, unless fabricated bends are shown on the drawings or order,9d by the Engineer. The spigot end of angle or beveled pipe may have a maximum bevel of five degrees measured from a plane perpendicular to the pipe's axis. The center of the short side of the bevel shall be marked on the joint bands. For the purpose of reducing the an deflections at pipe Joints, and For closure sections, the Contractors all be permitted to instal? pipe sections of less than standard length. Where curves are required which have a shorter radiva than can be accommodated by beveling the pipe, or where indicated on the drawings, short radius bends shall be constructed of steel cylinders encased in concrete, which bends shall be equal in design strength to abutting pipe sections. Unless otherwise indicated, the minimum permissible center line radius of a fabricated bend or elbow shall. be 2 1/2 times its d.ameter. Prior to fabri- cation, the design of such bends and the Joining thereof to standard pipe sections shall have approve-t of the Engineer. (3) WYES AND TEES - Special wyes and tees, where shown an the Plana or approved by the Engineer, shall be constructed Of steel cylinders encased i;i concrete. They shall be suitably reinforced and equal in designed strength to abutting pipe sections. Design of such fittings and the Joining thereof to the adjacent pipe sections sha21 have the approval of the Engineer before construction. Cast iron,galvanize;d steel, or galvanized wrought-iron wyes and tees shall be used in all other cases. (4) 0PE,1tItS - Openings shall be built into the wall of the steel pipe for blcwoffs, brannccs, air valves and access ranholes. These shall be made of cast or fabricated steel of suitable design, securely attached by welding to thu cflinder before being mortar lined and encased in concrete. -75- i i (5) E TS .. No additional yard test shall be required for complet- ed steel pips, the cylinders of which have already been tested in accordance with section E-5(b) (1) (d). All fabricated stesl fittings and specials such as short radius bends, wyes and toes shall be tested to 150 per cent of the design operating pressure prior to being lined and coated with cement mortar. While under this stress, the cylinders shall show no leaks, undue distortion or other defects. Any leaks shall be rewelded by hand and the pipe again tested. (6) GALVANIZED PIFE AND APPURTEZ;Aur Farms FOR BD71=0Fru - The Contractor shall ffurnish�a.11 materials, labor and equipment and Snstall complete blow-offs as shown on the plans. The blow-off installation ahsll include tee, valve and valve box and cover, bends, cover for end of blow-off, excavation, backfill and replacement of paving or other material removed in order to construct the work. • Galvanized pipe shall be standard weight steel. or wrought-iron pipe, with threaded ends, and galvanized inside and outside with a uniform coating j of not less than two ounces per square foot of surface. • (7) VALVE BOM AND COVERS - Wherever valves are required as shown ar'i the plans, the installation shall include aria the Contractor shall furnish and install, complete in place to line and grade, either a reinforced concrete structure with cast-iron manhole frame and cover or an adjustable cast-iron box with co•:er, as detailed on the plans. (8) FIRE HYDRAMS - The Contractor shall furnish and install fire hydrants of the sizes shown and where indicated on the plans. The fire hydrants shall be complete from main pipeline to hydrant, including tee, valves, ells, and hydrant, excavation, backfill and replacement of paving or other material removed in order to construct the Murk. Fire hydrants shall be Corey Fire hydrant, List 40A, as manufactured by Rensselaer Valve Company, or approved equal. ;. Each fire hydrant shall have not less than two (2) two and one-half (2-1/2) • inch outlets with National Standard Fire Thread. Those hydrants so designated on the plans as 'ISMeamertt shall have, in addition, one (1) four (4) inch suction connection with California Standard Fire .'bread. Unless ottierwise shcrnn, connections to mains and connections to firs hydrants shall be six inch (611) including pipe, valves, and fittings. E-7. TESTS Befo:e and after the water system or any section of pipe line is tested, backfill shah be placed over it as directed by the Engineer. Length of sections to be tested shall be as approved by the Engineer. When the entire extensions or designated portions thereof are completed, they shall be tested hydrostatically. They shall be filled with water and shall be freed from air or air pockets in a manner approved by t.hc Engineer. After the lines have been full of :rater for twenty-four (24) hours, the hydrootatic pressure shall be brought to not leas than one hundred and fifty (150) pounds per square inch nor more than two hundred (200) pounds per square inch, lopending on the anticipated working pr^ssures -76- r a i in the Location of the section to be tested. This pressure shall be maintained for a period satisfactory to the Engineer, during Which period no section of piping shall show a leakage. All leaks shall be repaired by the Contractor in a satisfactory manner and at his own c;:pense. 1 After the pipe is tested, the remainder of the trench shall be back- filled in accordance with the provisions for backfi?ling in Section E-2. Trg. STERILIZATION The Contractor shall sterilise the newly constructed mains by filling them with-,a' solution containing fifty (50) parts of chlorine per mi113on (1,000;000) parts of water and holding the solution..therein for at least i eight (8) hours under a head of el least"five (5) feet at the highest f point in the system. The Contractor shall thoroughly flush each line ' prior to sterilization. The entire sterilization process shall be repeated if tests by the Orange County Health Department indicate contamination. I' No payment for sterilization as such will be made, and the Contractor { shall include in the price bid for the water system all costs in connection ! frith complete sterilization of the lines. E-9. CLEANL-UP,AND DAMAGE RE_ P 1 The entire job site shall be thoroughly cleaned of rubbish and debris and any and all damage to road or shoulder surfaces, fences, or other facilities shall be repaired at the expanse of the Contracts.•. Such repairs for damage shall include, but are not limited to, all items of improvements along or adjacent to the work. i E-10. PLACING IN OPERATION AND FINAL APPROVAL. x Upon completion of tests and sterilization the Contractor shall. place . the pipeline in operation under the direction of -the Engineer for the Board. Such operation shall be in addition to the tests outlined above, and shrill be at the expense of the Contractor. Final, approval will not be given the work until this operation is conducted to the satisfaction of the Engineer. E-11. PAYMEW Payment for all labor, material and equipment and for all esxpensp overhead and profit to the Contractor in connection with the construction of the pipeline and appurtenances shown on the plane and detailed in these specifications will be made by the Hoard to the Contractor in accordance with the items listed and at the unit prices bid in the Proposal, and such ; payments shall constitute full payment for the installations, outlinA in the plans and specifications including testing and sterilization, and placing in operation. -77- S w • I Fe-12. PS 3�fIIF9 L�AI?S OF CO?d3MOTIOH The following drawings are horeby made a part of theme specifications for the construction of water supply lines, .Shgal No. Ti a et west Title Sheet 1 General Location Hap 2 Dole St. Newland tit. Feeder Plan & Profile, Schedule I- Line Nog 1 - Sta. 0+00 - Stag 53+03g18. i 3. bole St. - Newland St., Feeder Plan & Profile, Schedule I - Line No. 1 - Sta. 53+03a18 - Stag 79+62.47, Schedule I - Lino No. 2 - Stag 79+62.47 - Stag 105+00. 4 Dale St. - Newland Stg Feeder Flan & Profile, schedule I - Line No. 2 - Ste. 205+00 - 240+ 72.86, Schedule I - Line 1 No. 3 - Sta. 140 + 71,86 - 155+00. 5 Dale St. - Newland 'St. Feeder Flan & Profile, Schedule I - Line No. 3 - Sta. 155 + 00 - Sta. 167+10g16, Schedule I1 - Line No. 4A - Sta. 167+10.16 - Stag 210+00, 6 Newland St. - Smeltzer Ave. Feeder Flan & Profile, Schedule IS - Line No. 4A - Sta. 210+00-~Stag 220+15.56, Schedule II - Line'NoAB - Stag 220+15.56 Stag 265+00 7 Newland St. - Smeltzer Ave. Feeder Plan & Profiles, Schedule II Line No. 4B - Sta. 265+00 - Stag 273+31.45; Schedule III - Line No. 5 - Sta. 273+31.45 - Sta. 320+00. 8 Huntington Beach Foodor plan & Profile, Schedule III - Line No. 5 - Sta. 320+00 - Sta. 326+11..37,Schedule III - Lino No. 6- Stag 326+11.37 - Sta. 370*00 9 Huntington Beach Feeder Plan & Profile, Schedule III - Line No. 6 - S;;a. 370+00 - Sta. 372+26.56, Schedule III - Una No. 7 • Sta. 372+26g56 - Stag 420+00 �.J Huntington Beach Feeder Plan & Prarile, Schedule In - Line No. 7 - Sta. 420+00 - Sta. 475+M ll Huntington Beach Feeder Plan & Profiles, Schedule III - Line No. 7 - Stag 475+00 -Sta. 490+76.94,• Schedule III - Line No. 7B - Stag 490+76.94 - Sta. 511+38.97 ? 12 Huntington Beach Feeder Plan & Profile, Schedule III - Line No. '1k - Sta. 0+00 - Stag 33+00.29 13 ' westminater Ave. Feeder Plan & Profile, Schedule IV - Line No. 8 - Stag 0+00 - Stag 55+00, schedule VII - Line No, 1.1 N Stag !J+4C.2 - Stag 52+63 f -78- 14 Westminster Ave. Feeder Plan & Profile, Sehedulo IV — • Line No. 8 — Sta. 55+00 - Sta.78+63.69, Schedule IV — Line No. 8A -• Sta. 78+65.69 - Sta. 110+00, Schedule VII — Lino No. 14 — Sta. 73+23 — Sta.125+73 is Westminster Ave. Feeder Plan & Profile - Schedule IV Line No. RA — Sts. 110+00 - Sta#147+66.14, Schedule IV — Line No. 9 — Ste. 147+66.14 — Sta. 165+00 16 Westminster Ave. Feeder Plw L Profile# Schedule IV — Line No. 9 — Sta. 16:+00 — Sta. 214+20 17 Newland St. - Holea Ave. Feeder Plan & Profile, Schedule VI— Line No. L? — Sta. 0+00 — Sta. 26+66.64 18 Details — Enclosures for Meters & Pressure AoSO ators r 19 Pipe & Misc. Details 20 Piping Locations & Details 21 Piping Detaile — Meter & Pressure Regulator Enclosures r l c -79- vow TO TI'I WEBT ORANGE COUNTY WATER BOARD STATE OF CALIFORNIA. Gentlemen: In compliance with the advertisement for Bids, an official copy of which p Y 'the location of attach_d the undersi ed has care examined. . Sc hereto Bn �1,Y, the proposed work. the Plans, Specifications and other Contract Document s therefor, and does hereby.propose to perform and complete,;oll the work referred to in said Advertisement, and as shown on the Flans and in accordance with the'Specifications and ether Contract' Documents, and to furnish all labor, materials and equipment necessary therefor to the satisfaction, and under the general supervision of, the Engineer for said Board at the following prices, to-vit: (ANY ERASUREp INTERLINEATION OR STRIKF-OUT WILL INVALIDATE BID) • PROPCSAL All bid items in the Proposal refer to the item complete in place including furnishing'all labor, material and equipment necessary for all work in connection with furnishing, installing-and placing the pipelines and appurtenances in operation. I Such,labor, material and equipment includes and pertains to, but is not ].united to, excavation, furnishing and installing, testing, backfil' , steriliiAion, .resurfacing streets, moving and/or replacement of curbs i or pipelines, etc., connections to existing or new pipelines, and:all other work delineated on the Plans or in the Specifications for a completed water system. Item Approximatj Description with Unit Price Total Price ;• guantijU & Unit Unite, t Price in in Dollars & Cents Dollars & Cents Figures. SCISDULE I Line 1) 1 7,860 Lin Ft. Furnish and install 261t inside diameter, cement mortar lined and rein- forced cement mortar coated, welded steel pipe and fittings,. complete in place in accordance with the plans and specifica- tions for the unit price Of Dollars and • Cents P1 � • 1 Item Approximate Description with Unit Price Total Price No. g2antitZ& Unit Unit Price in Wards Rglage & C,gts RQ&a&Can,&s es r 2 1 Only Aji nish'and install 16f' gate valve, with sdjust- able cast—iron valve box and cater, completo in place in accordance with the plans and specifica- ticns, for the unit price of t Dollars and Cents 3 4 Only fti4Usih".and install.V • stub-out and,gate.valve assemb3q:.complete with adjustable. cast-iron valve box and cover, com— piote in place.in accord— anca�with the plans and specifications for the unit price of Dollars and i Cents 1 4 2 Only Furnish and install'.2? air and vacuum release j valves and assemblies, complete including stub off main line, valve s box and''cover, valves or cocks; pipe and fittings from main to air vacuum release valve, complete in place in accordance with the plans,and speci- fications for the unit prise of Dollars s and Cents P2 i Item Approximate Deecription with Unit Price Total Price No. QuantijX&,Unit Unit Price e3n Wards Dane &Ce._nste, Dom. r &; Cori,Vie, FY ree 5 Job fti7iish and..inetan steel encasements, jacked or tunneled under.:Pacific Electric Railway"at spprox- imutely Station 9+51.25 includinLr all necessary pipe.placement, prepar- ation, permits," fees . for Railway Company in- spectian_and/or other costs:assessed,against the- performanc©' of,the work by the'Railway. Company, complete•.in place in accordance,'with the plane, and 'specifiea- tions, and including all other costs incident to this railroad crossing not in- eluded in Item No. 1, for the lump awn of Dollars and (Cents) j' • 6 Job Furnish and install all �Y necessary pipe and fittings, gate valves, i pressure reducing valves,,pressure gauges, necessary couplings and appurtenances, rein- forced concrete structure and manhole, and connec- tion to,M.W.D. pipeline, all**Iocated between Sua. 0+76:59 and 1'03.82, i ccR ete in place in- cluding excavation backfill, placing pipe and fittings, valves, gauges, etc., resurf- 1 aoing of street, crushed rock, concrete slab and blocks, rainforced con- ' crate, testing, sterili- zation, and placing in Item Approximate Description with Unit Price Total Price No. a itji t 1Jnl�t Frice.in Words D o11are & Cents- �eallars & Cents operation, all in accord— ance with the plans and specifications, for the lump sum of Dollars and � (Cents) Total Price Bid for Schedule I (Lino 1) i 1 • i i i P4 i • Item Approximate Description with Unit Price Total Price i • N._.... & Unit Unitrie in-WO o mas & Cents Dolars & Cent s Fames I SCFE ,I (Line 1 6110 Lin Ft. Famish d roar—tall 26t� inside diameter, cement mortar lined and rei.nf- arced cement mortar coated, welded steel pipe and fittings, com- plete in place in ac- cordance with the plans and specifications for the unit price of Dollars and • ~ C Cents 2 2 Only Furnish and insta31,16" gate valve, with adjust- able cast-iron.valve box and cover, complete in place in accordance with the plans and specifica- tions, for the unit price `! of Dollars '� Cents 1 MyFurnish and install at° stub-out and gate valve assembly, complete with adjustable cast-iron valve bcrc and cover, cam- j plate in.pla.ce in accord- El ice with the plans at'-1 specifications for the unit price of ti r i Dollars i 1 and ............ .. Cents P5 i Ttem arprox mate Description with. Unit Price Total Price Ro. SeantijZ & Unit Unit Prices in Words Dollars & Cents Dollars be Cents k 1 Only Furnish and install air and vacuum release ' valves.and assemblies, i complete including'stub f off main line, valve box and. cover, valves or i cocks, .pipe and fittings from main to air vacuum release valve, complete in place in accordance with the plans and speci- fications for the unit price of Dollars and f Cents Job Furnish and install steel encasement, jacked or tunneled under State Highway (Hwy j #22) at Dale St., !� including all necessary pipe placement, prepara- tion, permits, fees for State Division of High- ways inspection and/or other costa assessed against the performance of the work by the State Division of Highways, E complete in place in accordance with.'thn plans and specificatins and including all other costs incident to this highway crossing not t included in Item No. 19 for the lump sum of Dollars and Cents ' Total Price Bid for Schedule I (Line 2) P6 Item Approximate Description with Unit Price Total Price No. Qgmtity & Unit_ Unit Price in Words D21krerrrar& Ceall Do1a & Centg ...ate .�� .r......�.--w+....�.-.r • r.rY �P- Q11pea1a_r - - - • SCHEDULE_I (Line 3) 1 2636 Lin. Ft. l r ieh and install 2611 • inaide diameter, cement mortar lined and reinf- orced cement mortar coated, welded steel pipe and fittinas, com- plots in place in ac- cordance with the plans and specifications for the unit price of j oLlars � and Cents .f I 2 2 Only Furnish'and install 1611 gate valve, with adJust- able cast-iron valve box and cover;" complete in! place in accordance with the plans and specifica- tions, for the unit price of Dollars . and l •. Cents I • 3 1 Only Furnish and install 211 i air eu,,2 vacuum release valves and assemblies, ' complete including.stub off amain line, valve box and cover, valves or cocks, pipe and fittings from main to air vacuum release valve, complete in.place in accordance -rith the plans and speci- fications for the unit prise of i Dollar; -.... and (Cent s"�' Total Price Bid for Schedule I (Line 3) P7 1 I ce Item Approximate Description with DoUUnit P icent Dal Total ra rice N. o .. Qatdi��U� Unit b i.ce in Wards l: -15005 lin.Ft. instaU 2411 • inside diamater, cement mortar lined and rainf- t ' orced cement mortar coated, welded steel pipe and fittings, cam- plate in place in ac- cordance with the plans and specifications for the unit price of Dollars a andCents 2 1 ply au-nish and instal]. W-1 with adjust- gate-valves,i able cast-iron valve bcx and cover, complete in place in accordance with the plans and specifica- tions, for the unit price i of ,.._..-.�.. I and ` (Cents) 3 l Only Furnish and install 2" i ' air and vacuum release ' valves and assemblies, complete including stub , off main line, valve box and cover, valves or c , pipe ocks i e aiid Fittings from main to air vacuum release valve, complete in place in accordance with the plans and speci- fications for the unit price of ' Dollars and,......-„_ (Canto)�- Pg I Item Approximate Description with Unit Price Total Price } No. Quantity & Unit Unit P2►i,ce in Wordy D© & Cents Dollars & C nQ to Fi Lu ea i 4 1 Only R Miah and inatA32 pressure relief valve, complete in place in accordance with the plans and ape cifications, for the unit price of i Dollars and Ceuta f TOTAL PRICE BID FOR SCHEDULE II (Line 4A) 1 • 1 f f : i Pq i Item Approximate Description with Unit Price Total Price No. uQ ,itv�nit Unit Price�or,Words 110gLl Cute �Ar13.g a Cents, & ents r .. i i 3CHEDM n.e 1 3316 Lin Ft MUs t and install 2411 inside diameter, cement mortar lined and reinf- orced cement mortar + eoatad, welded steel pipe and fittings, com- plete in place in ac- cordance with the plane and specifications for the unit price of i i—Rllara and ..... �.�.,......r.�� Cents t 2 4 Only Furnish and install. 811 stub-rout, and gate,valve assembly; completo with adjustable cast-iron'-, ? valve box and cover, com- pleta in place in accord- ance with the plans and specifications for the ! unit pricey of i 1• • r w r�rrr• i rAw .fir �wir�r+r� j �Dol7ara and Cents 3 2 only Furnish and install 211 air and.vacuum release valves and assemblies, complete including stub off main line, valve box and cover, valves or cocks, pipe and -fittings from main to air vacuum release valve, complete ; in place in accordance with the plans and speci- fications for the unit price of I Aollars and Cents Flo i %Low Item Approximate Description with Unit Price Total Pricy i No. tit9 & Unit U_(�+jt Pr ice k Words Ao31ai•s 6e Cents Dollars & C }ate • � ee 4 1 Only Fii—%h and iiiat l blow*-off and gate valve assembly, ccm- plate including stub off main lino, .valve box and cover,'..'and pipe and fittings and cover plate, cam- plate in place in ac- cordance with the Plans and specifi- cations, for the unit , price of j and Cents TOTAL PRICE BID FOR SCHEDULE IZ (Line 14B) 1 f i I i 1. i i r ' Pll • tP.:71.'�r.�'if�f_i�3CY'r•+ '�Rlf .w''���.i i�•te. .V:J2sc«aa�..r...°�`-di�iYirizr7r Item Approximate Approximate Description with Unit Price Total Price He. Quantity& Unit Unit Price in Words Dollars & Cents Dollars & Cents Figures f i SCHEDULE In (Lines _5.6 7.7A and D 1 5,2SO Lin Ft. Furnish and install 22�r inside diameter, cement mortar lined and rain- forced cement mortar ` (Lino 5) coated, welded steel pipe and fittings, Including piping for future meter, complete in place in accordanco with the plans and specifications for the unit price of Dollars and Cents3- � 2 16,465 Lin. Ft. Rwnish and install 2111 inside diameter, cement mortar lined and rein- (Lir.js 6 & 7) forced cement mortar coated, welded steel pipe and fittings, complete in place in ' 1 accordance vriith the plans and specifica- tions for the unit j price of Do11ars ands_ Cents ; 3 2,850 Lin. Ft. Furnish and install 15rr inside diameter, cement (Line 7A) mortar lined and rein- forced cement mortar coated, welded steel pipe and fittings, complete in place in accordance with the plans and specifica- tions for the unit prise of Dallas and Cents p E 1 t 1 Item Approximate Description with Unit Price Total Price No. guentity & Unit Unit Price in Words Dollars & Cents Dollars & Cents Fi es k 2,044 Lin. Ft. Furnish and install 1411 inside diameter, cement mortar lined and rein- (Line 7b) forced cement mortar coated, welded steel pipe and fittings, complete in place in accordance with the plane and specifica- tions for the unit prico of Dollars and Cents 5 1 Only Furnish and install 1411 gate valve, with adjust- ablo cast-iron valve box and over, complete in place in accordance with tha pl aas qnd specifica- tions, for t:+e unit price 4 of and ; (Canto) t' 6 2 Only Furnish and install 1211 gate valve, with adjust- ' able cast-iron valve box and cover, complete in place in accordance with the plans and apecifica- . tions, for the unit price Of Dollars 1 and Cents P13 1� . ijT . Fd1[YK� I Item Appraximate Description with Unit Price Total Price {�{ Na. Quantity & Unit Unit Price in Words .Dollars & Cents Dollars & Cents I ..� - gigues 7 3 Only Furnish and install 101' gate valve, frith adjust- able cast-iron valve box and cover, complete in place in accordance with the plans and specifica- tions, for the unit price of— -(Dollars) 1 I and � y Cents 8 2 Only Furnish and install 8" gate valve, with adjust- able cast-iron valve box and covor, complete in , place in accordance with the plans and specifica- tions, for the unit price Dollars � • , and t Cents ' 9 17 Only fiarniah and install St' stub-out and gate valve assembly, complete with { adjuatable cast=iron valve box and cover com- � i plate in place in accord- f once with the plane and spccificat;ions, for the i unit price of • 1o�:lara an d Cents P14 wo S I , Item Approximate Descriptior. with Unit Price Total Price 110. ()uantity & Ltnit Unit Price „ Words ollars & Cents Dollars & Cents Fi'«sure.s i 10 5 Only Furnish and install 2" air and vacuum release valves and assemblies, complete including stub off main line, valve box and cover, valves or cocks, pipe and fittings from main to air vacuum release valve, Complete in place an accordance with the plans and e;aci- fications for the unit price of Dollars and (Cents ll, 6 only Furnish and install 6" blow-off and:gate valve assembly, com- plete including -stub off main line,. valve box and cover,;and ' pipe and fittings and cover plate, com- plete in plaoe, in ac- cordance with the ;Mane and specifica- ticiic, for the unit price of . i and Cents 12 Job Furnish and :install steel encasement-, jacked or tunneled under Southern Pacific Railway at approximately Station 6+600 including all necessary pipe P15 1 Item Approximate Description with Unit Price Total Price N . Quantity &&_ ,Unit, Unit Price in Words Dollars & Cents Dollars„& Cents Figures } placements preparations permits, fees for Rail— way Company inspection and/or other costs assessed against the performance of the work by the Railway Companys complete in place, in accordance with the plans and specifications, and including all other .costs incident to this rail— road crossing not in- eluded in Item No. 1, for the lump sum of i Dollars I ` and ��Cents . 13 Job Furnish and install steel encasements jacked or tunneled ' under State Highway I (Hwy #39).at :Wintersburg l Ave., including all nec— _ essary pipe pl.ace- ments.,'preparations perinits; 'feos for Stite'Division of Highways inspection and/or other .costs i assessed against the performance of the work by the State ' Division of Highwayss i complete in place in accordance with the plans and specifica— tions and including all other costs j incident to this high— way crossing not included in Item No.ls I P16 1 I .•♦n•..a►Y w.. ....u� .�r...r—.... _ ... ........ .. .... .,.. .... .. .. ..............v .l.w J.....w . .• ul t.i.n+^+'var..•' 1� Item Approximate Description with Unit Price Total Prico ' No. O+uantity & Unit Unit Price in Words Dollars & Cents Dollars & Cents igreB for the lump sum of Dollars and Cents 14 Job Furnish and install steel encasement, jacked.or tunneled under State Highway (Hwy #39) at May St., including all nec- - essary:pipe placement, preparation, permits, fees for; State Division of Highways inspection and/or other costs assessed against the perf ormance of.,the Work by the State Division of Highways, complote in place in accordance with the plane and specifica- tions:and including j all other costs incident to this highway crossing nct s included in Item No. 1, i! for the lump sum of f i Dollars ! and Cents 15 Job Furnish and install a3.1 ' (Line 7A) necessary welded steel { pipe, cement mortar - lined and reinforced cement mortar ccated, and fittings including gate valves, necessary couplings and appurten- ances, pressure gauges, P17 To. 4 1 � 1 1 4 Item Apprmd=te Description with Unit Price Total Price No. QuantitZ & Unit Unit Price in Words Dollars & Cents Dollars & Cents Figures i reinforced concrete � _ structure and manhole, and installation of , meter (furnished by the' Board), all located at approx mstely.Station 25+10,. complete in place including excavations backfill, 'placing Pipe and fittinge, valves, etc.,. resurfacing of street, crushed rock, concrete slab and blocks, reinforced concrete, testing and-sterili— zation and placing in operation, all in accor— dance with the plans and specifications,' for the lump sum of Dollars and .,,�.�,...., Cents t TOTAL PRICE BID FOR SCHEDULE III (Lines 506,7, 7A and 7B) j . i ! r 3 j i Pie i ... ._.__ .... ... ._.............«......... .. ......r ,. .../..a.LT♦ rat J if/ Item Approximate Description with Unit Pric& Total Price No. Quantity,& Unit Unit Price in Words Dollars & Cents Dollars & Cents I sINHEDLZE Iv mine S • 1 7850 Lin. Ft. Furnish and install 1411 j inside diameter, cement mortar lined and reinf- orced cement mortar coated, welded steel pipe and fittings, com- plete in place-in ac- cordance with the plans and specifications for the unit price of Dollars and (Cents) 2 2 Only Furnish and install 1011 gate valve, with adjust- able cast-iron valve box and cover, complete in place in accordance with the plans and specific&- tions, for the unit price Of ' Dollars , and Cents 3 2 Only ebmish and install.V1 stub—out and gate valve i assembly, complete with adjustable. cast-fron valve box and, cover com- plete in place in accord- ance with the plans and specifications for the unit price of Dollars t and Cents I . p,9 "`iGCli3iNid'•'.•••••1eumraur.v.v..• Item Approximate Description with Unit Price Total Price No. Quantity & Unit Unit Price in Words Dollars & Cents Dollarn & Cents 4 1 Only Furnish and Install &I � stub-out and gate valve assembly, complete with 4 adjustable cast-iron valve box and cover, com- plete in place in accord- ance with the plans and specifications for the unit price of Dollars and Cents 5 Job Furnish and install steel encasement, : jacked or;tunneled under State Highway (Hwy #39)F.*t;Weatiinster Ave;, including a l� nec- essary.,=pipe placement, preparation,'�permits, fees;for.,State Division of Highways ,inspection and/or other costs assessed:agMfiRt;:the c: performance 'of`the work;�by.:,,the State Diiriaion,of Hi'pways, ^ • CO lets in`place in accordance with the .Plans and.Specifications and including all other costa incident to this highway f crossing not included in ` Item No. 1, for the lump sum of i Dollars and Cents i b Job Furnish and install ` steel eneaeements, jacked or tunneled P20 f 1� • I '� �a+�i;L��� �����1��'� i���1�PJli��v��r ��r�i�YL►7L15i�%��Y.t+��f Tff7�"y`l�ffiijtL�F'.�l,Yhs4,Si �a✓liaY Stem Approximate Description with Unit Price Total Price No. gaaanntity & Unnit Unit Price in Words Dollars & Cents D6�3-tars_ & Cents Figures, under Southern Pacific Railway at approximately Station 53+30.58 includ- ing all necessary pipa place- ment, preparation, permits, fees for Railway Company inspection and/or other costs assessed against the performance of the work by the Railway Company,-.complete in place, in accordance with the Plans and Specifica- tions and including all other costs incident to this railroad crossing not included in Item No. 3. for the lump sum of (Dollars)�^ and ...r. ...�...,.. Cents 1 7 Job Furnish and install all necessary welded;steel pipe, cement.mortar lined and reinforced cement.mortar 'coated,; 4 and fittings including t.. valves, necessar,► coup- lingo and appurtenances, ? pressure gauges�.reinforced . concrete structure and manhole, and installation of deter, (furnishe(i by the Board) all located at approximately Station 0+148, and make connection to t NekUmd Strait Feeder Line (Schedule I, Line 3), complete in place including excavation, baakfitl, placing pipe and fittings, valves,, etc., resurfacing of street, crushed rock, concrete slab and blocks, reinforced con- crete, testing, steriliza- tion and placing in opera- tion, all in accordance with P21 I i r Item Approximate Description with Unit Price Total. Price No. Quantitv &_Unit Unit Price in Words Dollars & Cents Dollars & Cents FiEures the plans and opecifica tions, for the lump sum of i j (Dollars) and Cents TOTAL PRICE HID FOR SCHEDULE I'l (Line 8) 1l, i � l 1 i P22 I a yr rLA kr.+sr r �cr, i ' Item Appraximate Description with Unit Price Total Price 4 No. _ Quantity & Unit_ Unit Price in Words Dollars & Cents Dollars & Cents � Figures SCHEDULE ZV (Line 8 ) 1 6900 Lin. Ft. Furnish and install 10" inside diameter, cement mortar lined and roinf- orced cement mortar coated, welded steel pipe and fittings, com- plete in place in ac- cordance with the plans and specifications for the unit price of Dol.l.ars and _ Cents 2 1 Only Furnish ax d install 8t1 gate valve, with adjust- ' able cast-iron valve box and. cover, complote in i place in accordance with a, the plans and specifica- tions, for the unit price of and Cents 3 4 Only Furnish and install 611 ; stub-out and gate valve assembly, canplete with adjustable cast-iron valve box and cover, cam- plete li place in accord- ance with the plans and specifications for the unit price of Dollars and Cents P23 , Item Approximate Description with Unit Price Total Price No. Quantity & Unit Unit Price in Words Dollars & Cents Dollars & Cento Fi@!res k 1 Only Furnish and install Of stub-out and gate valve assembly, canplete with adjustable cast-iron valve box and cover, caa- plete in place in accord- ance with the plans and specifications for the unit price of Dollars t i and • �� Cents 5 1 Only Furnish and install 1" air and vacuum release valves and assemblies, complete including stub off main line, valve box and cover, valves or,. I ; cocks, pipe and fittings from main to air.vacuum release valve, complete in place in accordance with the plans and speci- fications for the unit price of oUars I and Cents 6 1 only Furnish and install blow-off and-gate valve assembly, con- plate .including atub uff rain line, valve box and cover,. and pipe and fittings and cover plate, com- plete in place in ac- cordance with the Plans and specifi- cations, for the unit P24 uw. Rai . x�,� 19, S ! o 'v':!" i"y "� fir+ MoRM 'sy'a , IMIM Item Approximate Description with Unit Price Total Price No. QuantiZ & Unit Unit Price in Words Dollars & Cents Dollars & Cents • Da—re a i price of j t Dollars and (Centa TOTAL PRICE DID FOR SCHEDULE IV (Line 8A) i ' • f i, i iy ► P25 , , e I Item Approximate Description with Unit Price Total Price . j No.� Quantity & Unit Unit Fria iin W� D llarg &Cenba Dollars & Cents SCHEDW.IV Lin r 1 3954 Lin. Ft. Furnish and install 1011 inside diameter, cement mortar lined and reinf- orced cement mortar coated, welded steel pipe and fittings, com- plete in place -in ac- cordance with the plane and specifications for the unit price of Dc]lsrs Cents 2 2700 Lin. Ft. Furnish and install 811 inside diameter, class 150 cast-iron, or Class 150 cement asbestos pipe, ccmi- plete in place in ac- cordance with the plans and speci.ficationr for the unit price of Dollars ' - and 3 1 Only Furnish and install 811 gate valve, with adjust- able cast-iron valve box and cover, complete in place in accordance with the plans and specifica- tions, 1 W the unit price Of Dollars and Conte P26 i Stem Approximate Description vrith Unit Price Total Price No. Quantity & Unit Unit Price in Words Dollars & Cents Dollars & Cents ' fur_ es_. 4 2 Only Furnish and install Of stub-out and gate valve assembly, complete with adjustable cast-iron valve bcx and cover, com- plete in place in accord- ance with the plans and specifications for the unit price of Dol.lazs and .e..r... Cents 5 1 Only Furnish and install 111 air and vacuum release valves and assemblies, } complete including stub off main line, valve b= I and cover, valves or cocks, pipe and fittings from main to air vacuum i release valve, ccmplote in place in accordance with the plans and speci- fications for the unit price of `. Dollars and Cents 6 Job Furnish and install all necessary welded steel pipe, cement mortar lined and reinforced cement mortar coated, and fittings including gate valves, pressure reducing valves, necessary couplings and appurt- enances, pressure gauges, reinforced concrete structure and manhole, j . P27 Item Approximate Description with Unit Price Total Price No. Quantity- & Unit Unit Price in Words 'ollars & Cents Dollars & Cents FiXEes and installation of meter (furnished by the t Board), all locaf;i.d at approx- imately Station 214+204' and i furnish and install piping and fittings for delivery lines,; complete in place . � including excavation, backfi7l' placing pipe and fittings, valves, etc., a resurfacing of street, crushed rock, concrete slab and blocks, rein- forced concrete, testing, ' sterilization and plac- ing in operation, all in accordance with the plans and specifications, for the lump sum of i Dollars • i and . Cents TOTAL PRICE BID FOR SCHEDUM IV (Line 9) .. I j I i i i P28 i *r Item Approximate Description with Unit Price Total Price No. Qaantity & Unit Unit Price in Words Dollars & Cent Dollars k Cents i :,. F ggres.. 1 Job Furnish and install all necessary welded steel pipe, cement mortar lined and reinforced f cement mortar coated, . and fittings including, f gate valves, .pressurs rsducing*vilves, with check. valve. control, necessary couplings and appurtenances, - I pressure gauges, reinforced f concrete structure and manhole, and installation of meter (furnished by the • Board), and make connection to Dale Street Main • Feeder Line (Schedule I. Line 1), and furnish and ineta3.1 apprcodmately i 117 lin.. ft. of lOtt { inside diameter imlded. ' steel pipe, cement mortar lined and coated, and make connection to exist- ing 14" gate valve on Lampson Avenue, complete in place including ex— 1 cavaticn, backfill, plac— ing pipe and fittings, valves, etc., resurfacing of street, crushed rock, concrete slab and blocks, rainforced concrete, testing, steril{za— tion and placing in operation, all in accordance with the plans and specifications, for the lump sum of Dollars i and Rents) i TOTAL PRICE BID FOR SCHEDULE V (Line 10) i P29 i i Item Apprmcimato . Description with Unit Price Total Price qua&ity & Unit Unit Price In Words Dollars.1 Cents Dollars & Cents yti .' SCHMT.D�.y.Mjxle 11� 1 Job Furnish and install all necessary welded steel pipe, .ement mortar lined and reinforced cement mortar, coated, and'fittings including gate.valves, .pressure reducing valve3, .with cheek valve control, necessary •couplings and appu«tenances, °presaure gauges, reinforced concrete structure and manhole,, and installation of teeter, (furnished by the Board) and make cc.-mection to Newland Street Main Feeder Line (Schedule I, Line 2), and fui-nish and install apprwdnataly 117 Lin. ft. of 10" inside diameter welded steel pipe, 'cement mortar lined snd.coated, and make connection to existing 12" gate valve on Trask Avenue, complete J.n place including exc$vation , backfill, placing pipe and fittings; valvos, etc., resurfacing of street, crushed rock, concrete slat, and blocks, reinforced concrete, testing, sterilization and placing in operation,, all.i.n accordance frith the plane and specifications, for the l'ymp sutra of, i !!i 4 ollaM and `��1 Cents TOTAL PRICE BID FOR SCHEDULE V (Line 11) P30 R Ut Item Approximate Description with Unit Price Total Price Iwo. Quantity & Unit Unit Price in Words Dollars & Cents Dollars & Cents FILUMS «. Sd&DDUIJ, V1. Line 32 1 2650 Lin Ft. Fu iah and install 1211 inside diameter, cement mortar lined and reinf- orced cement mortar coated, wUded steel pipe and" fittings, .00m— plete in pl c-a. in ac- cordance with the plans and specifications for the unit price of (Dollars)�.�.. and Cents 2 540 Lin. Ft. Furnish and install 61' inside diameter, Claes 150 Cast—iron,, or Clam 1.50 � cement asbestos pipe, ccmplete in;place in ae - cordance with the plans and specifications for the unit price of " r• - ii •w. (Dollars I .� • and Centiu 3 1 Only Furnish and install 1011 gate valve, with blind flinge and adjustable cant-- 4 iron valve box and cover, complete in place in accordance with the pline S " and specifications, for the unit price of i Dcalars 3 ' and ....�._.,.,__... "Cents P31 i i Item Approximate Description with Unit Price Total Price ? No. Quantity & Unit Unit Price in Words Dollars & Cents Dollars & Cents k 2 Only Furnish and install 61, � stub-out and-gate valve i assembly, complete with 1 adjustable cast=iron f valvo box and cover, cars- t plate in, place in accord- i ante with the plans and ! specifications for the unit price of t Dollars i • and � Nents i S 1 Only Furnish and install try air and Mcuum release valves and assemblies, complete including stub , off main line, valve ' bout and cover, valves or cocks, pipe and fittings i from main to air vacuum release valve, "complete in•place in accordance i with the plans and speci- fications for.the unit price of Dollars3 and Cents 6 Job Furnish and install steel encasement, jacked or tunneled under State Highway (Hwy #39) at aolea, including- all necessary pipe place- went, preparation, permits, fees for State Division of Highways inspection and/or other costs assessed against the ` performance of the . work by the State Division of Highways, + . P32 I k Item Apprmd ate Deacription with Unit Price Total Price QuantjtZ& Unit Unit Price in Words Dollars & Cents Dollars & Cents FASMOS M complete in place in acccrdance with the plans and specifications and including all other costs incident to this highway, crossing not included in Item No. 1, for the lump sum of �_ Dollars �� and Cents 7 1 n..,].y Awnish and install 411 steamer fire hydrant, with valves, piping, thrust block and appurt- enant works, complete in place in accordance with.the plans and specifications, for the unit price of I i ..r. Dollar and ` '�tCents a Job Furnish and install al]. necessary welded steel 1 pipes cement mortar lined and reinforced cement mortar coated, and fittings including gate valves,pressure reducing valves, necessary couplings and appurte— nances, pressure gauges, reinforced concrete structure and manhole, and installation of meter, (furnished by the Board) all located P33 Item Approximate Description with Unit Price Total Price No. Ri=titv, && Unit Unit Price in Words D21Lws & Cents Dollar rs &Cent .. Mumj approximately at • Station 0+26, and make connection to Newland i Street Feeder Line j (Schedule II,Line lrA), complete in place including excavations, backfill, placing pipe and fittings, valves, etc., resurfacing of street, crushed rock, concrete slab and !� blocks, reinforced t concrete, testing, sterilization and placing in operation, i • all in accordance with � the plane and speci— fications, for the lump sum of f i 0 n„ 7 1, and Center TOTAL PRICE BID FOR SCHEDULE VI (Line 12) s i P34 1 7M Item Approximate Description with Unit Price Total Price Q. f,qantity & Unit Unit Price in Words Dollars & Cents Dollars & Cents 8,CHEDUL •VII (Line]3 1 920 Lin. Ft. Furnish and install 10" inside diamoter, cewnt mortar lined and reinf- orced cewnt mortar coated, welded steel pipe and fittings, complete in place including connections to existing lines in accordance with the plans and specifications, for the unit price of Dol.].ars 1 and... cents i 2 1 Only Varnish and install 1011 gate valve, with adjust- able cast-iron valve boot y and cover, complete in place in'accordance with i the plans and specifics» 1 'tiats, for the unit price of i• Dollars I and ' Cents TOTAL PRICE BID FOR SCHEDULE VII (Line 13) a P35 Item Approximate Description with Unit Price Total Price No. !Luantity & Unit Unit Price in Words Dollars & Cents Dollars & Cents • SCHEDULE VII Line U 1 5252 Lin. F't. Furnish and instal IM inside diameter, cement mortar lined and reinf- orced convent mortar coated, welded• steel pipe and fittings,, ocm- plete in place including connection to existing line in accordance with the plans and opecifica- tiono, for the unit price of 1� }i i Dollars � . and Cents 2 56 Lin. Pt. Furnish and install 611 I inside diameter, Class 150-cast-iron pip©, or j Class 150 cement asbes- tos pipe, complete in place, including connec- tion to wdsting line in accordance with the plans and specifications, for the unit price of Dollars , and Cents 3 3 Only Furnish and install 101t gate valve, with adjust- able cast-iron valve box and cover, complete in place in accordance with 1. the plans and specifica- tions, for the unit price } Of l Dollars i rnd Cents P36 Item Approximate Descrirition with Unit Price Total Price No. Quantity & Unit Unit Price in Words Dollars & Cents Dollars & Cents Figures 4 1 Only Furnish and install 6TM gate valve, with adjust- able cast-iron valve bat and cover, complete in place in accordance with the plans and specifica- tions, for the unit price Of Dollars and Cents 3 Only Furnish and install Of J stub-out, and gate valve assembly, complete with adjustable cast-iron valve box and cover, com- plete in place in accor4l- ance with the Vians and specifications for the unit price of i Dollars and Cents ' 6 Job Furnish and install all necessary weldod steel pipe, cement mortar " lined and reinforced cement mortar coated, and fittings including gate valves, pressure reducing valves, necessary couplings and appurtenances, reinforced concrete structure and manhole, all located at approximately station 78+65,69, complete in place including. excavation, backfill, placing pipe and fittings, valves, etc., resurfacing of street, crushed rock, concrete slab and blocks, reinforced concrete, testing, sterilization and placing in F37 w. Item Approximate Description with Unit Price Total. Prim No. _OuantiU &�& Unit Unit Price in Words Dollars & Cents Dollars & Cents .r i 89 operation, all in accordance with the plans and specifica- tione, for the lump suns of Dollars • and Cents TOTAL PR10E BID FOR SCHEDUIZ VII (Line 14) 01WM TOTAL PRICE BID FOR SCHEDULES I Th'ROUGH VII MCLUSIVE It is the intention of the Board to award the Contract on the ! basis of the lamest responsible bid for the total proposal., but the Board reserves the right to bake awards on the basis of the lowest R responsible bid for each separate Schedule of the proposal if it is considered to be to the boot interest of the Board to do so. 1 1 All Bidders must bid on the entire proposal. { 1 pig I i i i • riAMFS L_ ADDRESSES OF SUB-COWRACTOR.S } i i P39 i i The Undersigned understands that any quantities stated or implied in the specifications or elsewhere in the Contract Documents are approximate only, and are subject to increase or decrease, and hereby propose to perform all quantities of work as either increased or decreased, in accordance with the provisions of the specifications, at the unit price bid in the Proposal Schedules. The Bid Security attached, without endorsement, in the sum of Ten (10) Percent of the total bid is to became the property of the Board in the event the Contract rnd Bonds are not executed within the time set forth, as liquidated damages for the delay and additional work caused thereby. The Undersigned has checked carefully all the above figures and understands that the Board will not be responsible for any errors or omissions on the part of the Undersigned in making up this bid. The Undersigned understands that the Board reserves the right to reject any or all bide or to waive any informalities in the Bid. In the event that this c e proposal b a ac accepted by the Board find the said work be awarded to the undersigned bidder, the said bidder agrees thereupon to execute, within fifteen (15) days after such award, a contract for the doing of the work and to furnish ;good and sufficient bonds subject to the approval of said Board for the faithful performance of said contract and for the payment of all labor, performed and materials used on said work, and that said Contract may provide that the work be commenced within ten (10) dayo after the date of said contract and be completed within two hundred fifty (250) days from the date of said contract. AccompuWing this proposal is a (certified check) (Cashier's check) 1 (surety bond) payable to the order of the West Orange County Water Board :for i WORDS Dollars FIGURES which am is not less than 10% of the total amount bid. The proceeds of said'check shall become the property of the Board, if, in case. this proposal shall, be accepted by said Board, the undersigned shall fail, within fiftaen (15) days thereafter, to execute a contract with and furnish the sureties required by the Board; otherwise, the said check shall be returned `. Pk0 i to the undersigned. {{ Respectfully submitted, (Contractor) B;! (SEAL - If Bidder a Corporation) Bus ess Address Com ete Telephone Humber Contractorfe License No. Place of Residence Street ity Date Title The full names and residences of all persons and parties interested in the foregoing proposal as principals are as follows: (NOTICE: Give first and last names in full; in case of corporation, give names of President, Secretary, Treasurer and Manager and in case of partnerships and joint ventures, give names of all the f individual members.) t 4 c } 1 f Bidder shall signify receipt of all addenda here, (if any), i Addenda No. ' i i t i y �i 1 4 P41 U . i I I THIS AGRMUM ; made and entered into this day of ly► , by and between hereinafter referred to as "Contractor«, and the 'JEST ORM COUNTY WATER BOARD, a political entity organized under Sections 65M to 6547 of the Government Code of the STATE OF CALIFORIM, Hereinafter referred to as the nBoardtf.. WITNES3ETH ; i r k �. r r r.r � r r That for and in consideration of the promises and agreements hereinafter made and exchanged, the Board and the Contractor agree as follows; 1. That the Contractor will i 2. That the Contractor shall use in the performance of this contract only such unmanufactured articles, materials and supplies as have been mined or produced in the United States, and only such manufactured articles, materials and supplies as have been manufactured in the United States substantially all from articles, materials, and supplies mined, produced or so manufactured, as the case may bo, in the United States, as required lry Title 1, Divisi.cn 5, Chapter 4, Article 1 (Section 4300, st seq.) of the Government Code of the State of California. Al. w i 3• That in the performance of this contract, not more than eight (8) hours shall constitute a dayle work, and the Contractor shall not require Amore than eight (8) hours of labor in a day from any person , 4 employed by him hereunder. That the Contractor shall conform to Article #3, Chapter 1, Part 7 (Section 1810, at seq.) of the Labor Codo of the Stato of California, and it is agreed that the Contractor shall forfeit to the Board as a penalty the sum of Ten Dollars (610#00) for each workman employed in the execution of this contract by the Contractor or any sub- contractor for each calendar day during which any workman is required or permitted to labor more than eight (8) hours in violation of said Article. I 4. That the Contractor shall carry workmen's compensation insurance i and require all subcontractors to carry workments compensation insurance as by re uired the Labor Code of the State of California. q 5. That any person performing labor in the execution of this contract shall be a citizen of the United States. That the Contractor shall conform to Section 1850 and all applicable provisions of Article 4, Chapter 1, Part 7 of the Labor Code of the State of California relating to the employment of aliens in the execution of this agreement, and it is ' agreed that the Contractor shall forfeit to the Board as a penalty the sum of Ten Dollars (610.00) for each alien knowingly employed in the execution of this contract for each calendar day or portion thereof during which such alien is permitted or required to labor in •,rolation of said { Article. _ 6. The Contractor agreee to furnish bonds approved by the Board one in the amount of One Hundred Percent (100%) of the contract price, to guarantee the faithful performance of the work, and the other in the ` amount of Fifty Percent (50%) of the contract, price to guarantee payment of A2 1 i all claims for labor and materials furnished, or for amounts due under the Unemployment Insurance Act with respect to such work or labor. Said bonds '1 shall be in the form and based upon the conditions specified in Sections 4 4204 and 4205 of the Government Code of the State of California. 7. That the Contractor will pay, and will require all subcontractors to pay, all employees on said work a salary or wage at least equal to the prevailing salary or wage for the same quality of service rendered to private persons, firms or corporations under similar employment in Orange County. S. That the Board will make payments hereunder in accordance with the proposal and at the time and in the manner set forth in the specifications. 4 9. The Advertisement for Bids, Information for Bidders, General Provisions, Special Conditions, Specifications, Plans, Proposal, Resolution of Acceptance of the Proposal., and Contract Bonds are hereby made a part of this contract as though fully set forth and incorporated herein, and unless modified or changed hereinabove, are controlling for all matters pertaining to the work and the manner of performance thereof. I 10. Contractor agrees to complete said work within the time limits specified, (or approved extensions thereof), before final payment is made, ' to the entire satisfaction of the Board and said final payment shall not :q be made to said Contractor until he has completed his work to the entire ; satisfaction of the Board. The final payment shall not be due and payable ; . until the expiration of thirty-five (35) days from, the date of acceptance Of the work by the Board. i 1 I f r� A3 i r ; 1 i IN laTIIE5S WHEREOF0 the said has executed this Agreement as Contractor and the West Orange County Water Board has caused this t Agreement to be executed by the Chairman of its Board and attested by the Secretary of said Board the day and year in this Agreement first above written. By CSC) Contractor ATTEST: WEST ORANGE COUNTY WATER BOARD ► By (SEAL) Chairman of the Board Secretary of the West . Orange Count; Water Board Board 1 ► j d s Ak • I I,