Loading...
9000 SW DURHAM ROAD-36 i PI w 74 g c N w � � • 9000 SW DURHAM ROAD G]IS( --LANEOUS NO. `r-- R' MALTYA BUILDING PERMIT APPLICATION TiGAF?:) DATE i- -Z Is F THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FGR THE WORK HEREIN INDICATED BUILDER PHONE'������ OR AS SHOWN AND APPROVED IN THF A.CCOI,IPANYING PLANS AND SPECIFICATIONS. OWNER PHONE _ LLI i NO. /V V OWNER JOB ADDRESS AI A� l /y s� ARCHITECT ENGINEER BUILDER ADDRESS i-`sT G l� � DESIGNER STRUCTURE [1 NEW ❑ REMODEL ❑ ADDITION RLPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEIAOLtTItl ❑ RESIDENCE ❑ COMM Ri 'EOUCAT.ONAL ❑ GOTT ❑ RELIGIOUS ❑ PATIO ❑ CAR PORT ❑ GARAGE ❑ STORAGE ❑ SLAB hCNt OCil-UPANCY r L.ANDUSEZGNE .__ _ BLDG.TYPE F-r-A.N CHECK Blr y HEAT=-----. SEWER PERMIT N OCC.LOAD FLOOR LOADHEIGHT NO.STORIES AREA NO.BEDROCtMS _ VF.LU�- BUILDING DEPARTMENT SET BACKS- FRONT REAR I EFT SIDE RIGHT SIDE _ _—'I Pormlt - vJ ' THIS PERMIT 15 ISSUED SUBJECT i0 THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZON'1 REGULATIONS AND ALL APPLICABLE.CODES AND ORDINANCES, AND IT IS HEREBY AGREED TKAT i Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANT WITH ALL APPLICABLE CODES AND ORDINANCES- THE ISSUANCE OF THIS PERMIT DOES NOT WAD Subtotal RESTRICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINEI — 41 LICENSE.SEPARATE:PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. ;Stats Tax • SDC-- Total - APPUCANT OR AGENT By Receipt No. Approve0 ADDRESS - PHONE SSI)(•: --- $ SOC -\ _ FLOC SEWER CONNECTION $ SEWER INSPECTION $ SEWER SURCHARGE $ BUILDINNGG RECEIPT NAPE /{i �1' °�r7.. / � ,�!- DATE: ACCT. M DESCRIPTION AMOUNT 10-432 Building Permit Fees f �✓� ��a� - - 10-431-600 Plumbing Hermit Fees 10-431-601 Mechanical Permit Fees 10-230-501 State Building Tax 10-433 Plans Check Fee 6 ----- 30-443 Sewer Connection (20X) 30-202 Sewer Connection (00%) 30-444 Sewer Inspection 51-445 Street System Dev. Charge (SDC) 52-449-610 Parks I System Dev. Charge (PD4:) _ 52-449-620 Park: II System Dev. Charge (PDC:) 31-450 Storm Drainage System Dev . Oh!g (SSDC) 30-230-505 TRFD (95X) s -�-- 10--478 TRFD (5X) 10-230-506 Washington County Fir* N1 (95`;) 10-478 Washington County Fire N1 (SX) _ ,.- 10--220 Amart/Wedgewood TOTAL (be/1214P) � Iw OI I;l t �• � Ncl 4-0titoi .ti41 nLin 4-1 Ll cd Q El f a $ �+' N N V' .6 u © •4 vii i V to Q o W � o 'C � O O O / O 0 d V 01 i u to tc Y cu O V U vx �• 1 r � BUILDING PERMIT APPLICATION TIGARD DATE AuwTust 7 4910 THE UNDERSIGNED HEREBY APPLIES FOR A PER'AITFOR THE WORK HERFIN INDICATEU BUILDER PHONED 1 OR AS SHOWN AND,APPROVED IN THE ACCOMPANYING PLANS ANE'SPE_CIFICArIONS. OWNER PHONE -- OWNER OWNER Tigard School I'i gltt . )000 falx im�� Rnaq Lor NO.._-- JOB ADDRESS � ARCHITECTENGINEER +— BUILDER i'nd1 sn h1dg. SrptefuS ADDRESS P.O. ,lax 25J DESIGNER STRUCTURE ❑ NEW __ ❑ REMO_UEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION_ ❑ RESIDENCE ❑ COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE FJ SLAsO FENCE OCCUPANCY ",'T2LAND USE ZONE R-1 _BLDG.TYPE 'I -- FIRE 20NE_„PLAN CHECK BY FTJ - HEAT_ Foundations cinly for 3 clasp room bldres. — lle�ps. Pre Fm!) ,tijj Inspected by Stats. Includes :lite Work covered walls I'lumbiny, Perwit reipirod for Store: :�rawar �— SEWER PERMIT# OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VALUE UILDING DEPARTMENT - SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE - -- _ PerjTax .ilU�.:�U —_=_ —�-�=—= THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING 2 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND T Is HEREBY AGREED THAT THE Plan WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE fx2�5�1 WITH AI.L APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DnES NOT WAIVE F,Ub• RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TU HAVE CURRENT CITY BUSINESS Statti� y6 LICENSE.SEPARATE PERMITS REOJIRFD FOR SEWER,PLUMBING AND HEATING SDC-TotaPDC# APPLICANT OR AGE TsyReceipt No. � �'/�I . 6.f �sAppPHONE DATE INSP. T PE INSPECTION �� PLUMBING G DATE Contract, — 4.a.�—f!�. Permit No. 3 Fixtura � ..► " ----�=� � Final HEATING - _ p� Contractor Permit No. oil F' h in el - - - Final --- -_ - A Yj Final -- - —_._---- _ Storm Drainage (gain gain)Final - -_� Sidatralk — _- Cjrh.Street Final _ BLDG. DEPT. FINAL TEMPORAPY CE PiTIFlCg7B OCCUPAIICY -� CERT IFICATt:OCCUr-mW.,Y Final !.andscaping e ions Final �i i kC CONNECTION TO PUBLIC SANITARY SEWER TIGARD SENIOR HIGH SCHOOL 9000 S.W. Durham Road Tigard, Oregon Prepared For TIGARD PUBLIC SCHOOLS DISTRICT 23J ]3]37 S.W. Pacific I-iighv ay Tigard, Oregon 97223 4 E3� CARSON, BEKOOY, GULICK & ASSC)CIATE`, INC. L CC NSULTING ENGINEERS 2950 S.P. Stark St. + Portland, Oregon 97214 (503) 233 4691 �2 S y- - ® 0 IT Y (20(aV APPROVED FOR CONSTRUCTION 61 (;ITY OF TI+.aARP g�C� S() I i 0; 0rrPlT SITE err � err � �►�t eer CONNECTION TO PUBLIC SANITARY SEWER TIG,ARD SENIOR HIGH SCHOOi. 9000 S. W. Durham Road Tigard, Oregon ADDENDUM NO. 3 October 26, 1979 T'ME FOR FILING: 2:00 F.M. , October 31 , 1979 NOTICE TO BIDDEPS: This Addendum modifies the Bidding Documents for the above work only o the extent indicated herein and all portio sthereof not specifically affected by this Addendum shall remain in full force and effect. All Addenda shall be added to and form a part of fle Bidding Documents. Please acknowledge re -eipt hereof by inserting the above addendum number in the space provided in this P-oposal Form prior to submitting bids. Failure t;, do so may subject Lidder to disqualification. SPECIFICATIONS 1 . PART 1 , SECTinN 1 .4, MODIFICATIONS OF THE GENERAL ;'ONDITIONS a) Change 1 .4. 1 , A, Item 2 from "Unit Charges" to "Dwelling Unit Charges". b) Add new Item 3 to 1 .4. 1 , A as follows: "3. Tap Fee". c) Add the following to 1 .4.1 . B: "This includes inspection fees and building permits. " DRAWINGS 1 . SHEET 1 : a) Add the f, iowing notes to Cleanout Tu Gradp Detail : "Cast iron piping t: e service weight. All cieanouts to be constructed of four inch pioe. " b) Change the notes on the Site Plan related to the abandonment of the septic tanks to read as follows: "Abandon existing septic tank by pumping dry, executing satisfactory inspection by governing ! agency and filling with sand. Tank must be inspected prior to filling with sand. " FND OF ADDENDUM C9NNECTION TO PUBLIC SANITARY SEWER TIGARD SENIOR HIGH SCHOOL 9000 W. Durham Road Tigard, Oregon P.DDENDUM NO. 2 October 24, 1979 TIME FOR FILING: 2:00 P.M. , October 31 , 1979 NOTICE TO BIDDERS: This Addendum modifies the Bidding Documents for the above work only to the extent 4ndicated herein and all portions thereof not specifically affected by this Addendum shall remain in full force and effect. All Addenda shall be added to and form a part of the Bidding Documents. Please acknowledge receipt hereof by inserting the above addzndum number in the space provided in the Proposal Form prior to submitting bids. Failure to do so may subject bidder to disqualification. D°AWiNGS 1 . SHEET 1 : a) Add the following note to Cleanout To Grade Detail - "Cleanout piping to be cast iron. " END OF ADDENDUM so ► CONNECTION TO PUBLIC SANITARY SEWER TIGARD SENIOR HIGH SCHOOL 9000 S. W. Durham Road Tigard, Oregon ADDENDUM N0. 1 _ �_ October 18, 1979 TIME FOR FILING: 2:00 P.M. , October 31 , 1979 NOTICE TO BIDDERS: This Addendum modifies the Bidding Documents for the above work only to the extent indicated herein and all portions thereof not specifically affected by this Addendum shall remain in full force and effect. All Addenda shall be added to and form a part of the Bidding Documents. Please acknowledge receipt hereof by inserting the above addondum number in the space provided in the Proposal Form prior to submitting bids. Failure to do so may subject bidder to disqualification. SPECIFICATIONS PAkT 1 , SECTION 1 .2, GENERAL INSTRUCTIONS TO BIDDERS Ad�i ththe following new subsection: � 1 .2.14 PREBID CONFERENCE A prebid conference will be held at 2:30 P.M. , October 25, 1979, for the purpose of answering questions relative to the project. Those wishing to attend the conference should assemble in the main office at Tigard Senior High School , 9000 S. W. Durham Road, Tigard, Oregon, at the time indicated. END OF ADDENDUM 1 1 SPECIFICATIONS CONNECTION TO PI.JBI.IC SANITARY SEWER TIGARD SENIOR HIGH SCHOOL SC:IOOL DISTRICT NC. 23J (TIGARD) WASHINGTCN AND CI ACK.AMAS COUNTIES, OREGON CARSON, BEKOOY, GULICK. & ASSOCIATES, INC. CONSULTING ENGINEERS 2950 S. E. STARK STREET PORTLAND, OREGON 97214 (503) 233-4691 OCTOBE,. 10, 1919 a F'�_RAFS` r�v Y � ^` Nf-R U/Ly ��� SET NO. TIME FOR FILING AND BID OPENING: ON or BEFORE 2:00 P.M. , October 31 , 1979 (Wedne,.day) PLACE OF FILING: School District #23J (Tigard} Administration Office 13137 S. W. Pacific Highway Tigard, Oregon 97223 BLD BOND AND PERFORMANCE BOND REQUIRED f1AME OF BIDDER Address of Bidder Published: Tigard Times, October In & 17, 1979 qDaily Journal of commerce, October 10 & 17, 1979 w y 79-208 TABLE OF CONTENTS PAST 1 LEGAL AND PROCEDURAL DOCUMENTS SECTION 1 .1 INVITATION TO BID SECTION 1 .2 GENERAL INSTRUCTIONS TO BIDDERS SECTION 1 .3 PROPOSAL SECTION 1 .4 MODIFICATIONS OF THE GENERAL CONDITIONS STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT PUBLIC WORKS CONTRACT BOND - STATE OF OREGON FXHIBIT "A" NAGE RATES EXHIBIT "B" WAGE RATES PART 2 TECHNICAL SPECIFICATIONS DIVISION 1 GENERAL REQUIREMENTS SECTION 01000 SPECIAL REQUIREMc-NTS SECTION 01100 UNIT PRICES DIVISION 2 SITE WORK SECTION 02221 TRENCH EXCAVATION AND BACKFILL SECTION 02350 MANHOLES AND STRUCTURES SECTION 02433 GRAVITY SEWER PIPE SECTION 02440 SURFACE RESTORATION PART 3 DRAWINGS DRAWING NO. TITLE - 1 PLAN, PROFILE & DEtAILS 79-208 SECTION 1 . 1 INVITATION TO BID vdritten Sealed Bids will be received by Phillip L. Rice, Business Manager, School District #Z3J, Washington and Clackamas Counties , Oragon , 13137 S.W. Pacific Highway, Tigard, Oregon , until 2:CO PM P.S. T. on October 31 , 1979 , (Wednesday) , for all work and materials required for Tigard Senior High School Cenne,;tion to Public Sanitary Sewer. At the time and place mentioned above, in the Board Room of the District Offices, all bids on hand will be opened and publicly read aloud and then filed for public inspection. Bids may be submitted to the Business Manager at the District Ofiices working days , up to and including the day of the bid opening , between 8:00 A.M. and 4:30 P.M. and on the day of the bid openinq, from 3:00 M.M. until 2:00 P.M. at the place cf the bid opening . Bids received aster the time fixed for opening will not be considered. Specifications and Drawings are on file at and may be obtained from the Administrative Offices of the District at 13137 S.W. Pacific Highway, Tigard, Oregon 97223, upon payment of a deposit of ;25.00 per set. The deposit shall be in check form and shall be drawn payable t,) School District #23J. The deposit will be refunded upon return of the Contract Documents in good condition not later than seven (7) days following the opening of Proposals. Contract Documents may be examine.i at: School District #23J Administrative Offices 13137 S.W. Pacific Highway Tigard, Oregon 97223 Carson, Bekooy, Gulick & .associates Inc. Consulting Engineers 2950 S.E. Stark Street Portland, Oregon 97214 Builders Exchange Co-Op Plan Center 1125 S.E. Madison Portland, Oregon 1 Construction Data & News 1 925 N.W. 12th Pcrtland, Oregon Contractors Diil;/ - Northwest Plan, Center Data & Staff Service Co. 500 N.E. Multnomah Portland, Oregon 79-208 1 . 1-2 Only bids submitted in writin3 on proposal forms supplied by she District will be considered. No Bid will be received or considered unless the B-id contains a statement by the bidder, as part of his bid, that the provisions required by ORS 279.350 (Wo r!;men on Public Works to be Paid Not Less Than Prevailing Rate of Wage) are to 'Je complied with. No proposal will be considered unless accompanied by bid security in the form of certified c)eck, cashier's check, or surety bond payable. to the School District in an amount equal to 10 percent of the basic bid. No interest will be paid on bid security. Rc-turn or retention of bid security shall be subject to the provisions of ORS 279.031 . Fursuar,t to ORS 279.035, School District - 23J may reject any bid not in compliance with all prescribed bidding procedures and requirements and may reject all bids it,, in the ,judgment of this Board of Directors , it is in the public. interest to do so. No bidder may withdraw his bid after the kour set rir the opening thereof and before award of the contract, unless rward is delayea aeyond 30 calendar days from bid opening date. Phillip L. Rice, Business Manager School District #23J Washington and Clackamas Counties , Oreaon END OF INVITATION TO BID 79-208 1 .2-1 SECTION 1 .2 GENERAL INSTRUCTIONS TO BIDDERS 1 .2.01 GENERAL For purposes of these instructions and all other contract documents herein, the name School District 423J, Washington and Clackamas Counties, Oregon (Tigard) , and District refer to the same public corporate body. The attention of all bidders and contractors is in V4 to the following gene al provisions as applicable to bid proposals to the District and contracts executed on behalf of the District. Public purchasing, bids and bidding, in general , must conform to applicable requirements �,f Chapter 279, ORS and to applicable provisions of "Administrative Rules" promulgated by the Public Contract Rev ew Board (OAR 127-00.000) . 1 .2.02 BIDDING PROCEDURES A. All bids shall be in writing, (the form supplied herewith should be used) , accompanied by a bid bond if specified, in sealed envelope, addressed to Phil Rice, Business Manager of School District ,'23J, Washington and Clackamas Counties, (Tigard) , 13131 S.W. Pacific Highw_y, Tigard, Oregon, and including the name and address of the bidder and identifying the subject matter of the bid (and date of scheduled opening) on the outside of the envelope. B. All bids shall be submitted to the office designated herein for the receipt of bids on behalf of the District. Bids tendered or received after the specified hour, will not be considered. C. All bids will be opened publicly at the time designated in the advertisement and shall tliergafter bE filed for public inspection. D. Pursuant to ORS 219.035, the District reserves the right to reject any bid not in compliance with prescribed public bidding procedures and requirements, and may reje:-t all bids if, in the judgment; of the District's Board, it is in the public: interest to do so, and new bids may be called "or. E. Unless mandatory prequalification of bidders is stated as a requirement in the request for bids, bidder shall have the option to request prequalification as provided in ORS 279.041 . A bidder may appeal from disqualification by written notice to the District given within three business days after bidder receives notice of disqualification. 79-208 1 .2-2 1 .2.02 BIDDING PROCEDURES (Continued) F. The District may disqualify any person as a bidder in accordanrl with ORS 279.037. G. Form of prequalification application as prescribed by OAR 127-040 may be obtained from the District office at the above address. 1 .2,03 AWARD OF CONTRACT A. No bid for public works as defined in ORS 279.348(3) will be received or considered by t;,,e District unless the bid contains a statement by the bidder as part of his bid that the provisions of ORS 279.350 shall be complied with. B. Pursuant to ORS 279.021 , the District shall prefer goods or services that have been manufactured or produced in Oregon if price, fitness, availability and quality are otherwise equal . C. Pursuant to ORS 279.029, the award, if any, will be made to the lowest responsible bidder as therein defined, who shall promptly execute a formal contract, and if the contract is for a public improvement shall execute an Oregon Putlic Works Performance Bond. D. An award of a contract to any bidder shall not constitute a rejection of any other bid. E. In the event two or more bids shall be for the same amount for the same work, District may award the contract by l :t or otherwise as it deems appropriate. 1 .2.04 STATUTORY PROVISIONS A. The following Statutory Provisions which are applicable to Public Contracts, generally, shall be conditions of any contract awarded hereunder. 1 . Pursuant to Oregon Revised Statutes ORS 279.312, the contractor shall make prompt payment, as due, to all persons supplying to the contractor labor or material for the prosecution of the work provided for herein, pay all contributions or amounts due the State Industrial Accident Fund from the contractor incurred in the performance of the contract herein, not permit any lien or claims to be filed or prosecuted against the District on accounts of any labor or material furnished; and to pay the State Department of Revenue all sums withheld from employees pursuant to ORS 315. 167. 79-208 1 .2-3 1 .2.04 STATUTORY PROVISIONS (Continued) _ ontinued) 2. Pursuant to ORS 279.314, if the contractor fails, neglects, or refuses to make prompt payment on any claim for labor or services furnished to the contractor by any persons in connection ' with this agreement as such claim becomes due, the proper officer or officers representing the District may pay such claim to the person furnishing the labor service and charge the amount of payment ' against the contractor. The payment of a claim in the manner authorized in this paragraph shall not relieve the contractor or his surety from its obligation with respect to any unpaid claims. 3. Pursuant to ORS 279.316, no person shall be employed by the contractor for more than eight hours in any one day, or forty hours in any one week except in cases of necessity, emergency or where the public policy absolutely •equires it, and in such cases, the laborer shall be paid at least time and a half pay for all overtime in excess of eight hours a day and for work performed on Saturdays and on legal holidays specified in ORS 187.010, except Veteran's Day. 4. Pursuant to ORS 279.320, the contractor shall , promptly, as due, make payment to any person, co-partnership, association, or corporation furnishing medical , surgical and hospital care cr ' other needed care and attention, incident to sickness or injury, to the employees of such contractor, of all sums which the c m tractor agrees to pay for such services and all monies and I ,ums which the contractor collected or deducted from the wages of his employees for such services pursuant to any law, contract cr agreement for the purpose of providing or paying for such service. IB. Contracts for public improvements or public works executed by the District shall also include t;. req!irements of the following statutes: 1 . ORS 279.318 - Provisions relating to environmental and natural resources laws and rules; change orders. 2. ORS 279.32.6 - Agreement to terminate contract. 3. ORS 279.328 - Extension and compensation when work suspended in certain cases. 4. ORS 279.330 - Compensation when contract terminated. 5. ORS 279. 333 - Application of ORS 279.324 to 279.330. 6. ORS 279.334 - Labor employed through contractor; maximum hours of labor on public contracts, 79-208 1 .2-4 1 .2.04 STATUTORY PROVISIONS (Continued) 7. ORS 279.336 - Time limitation on claim for overtime; posting of circular by contractor. g. ORS 279.338 -• Length of day's labor on public works. 9. ORS 279.348 - Definitions for ORS 279.348 to 279.356. 10. ORS 279.350 - Workmen on public works to be paid not less than prevailing rate of wage. 11 . ORS 279.352 - Provision in contract for minimum hourlj rate of wage where contract price exceeds $2,000, determination of prevailing rate of wages. 12. ORS 279. 354 - Certification of rate of wage -ontractor or sub- contractor. 13. ORS 279.355 - Inspection to determine whether prevailing rate of wage being paid. 14. ORS 279.356 - Liability to workmen for violations. 15. ORS 279.400 - Nithholding of retainage by contractor or sub- contractor. 16. ORS 279.575 - Partial payment on public; contracts; retainage; interest; exceptions, settlement of compensation disputes. 1 .2.05 WAGE RATES A. ORS 279.352 is quoted as follows: "279.352 Provision in contract over 52,000 for minimum rate of wad�e. �1hen the contract price exceeds 52 ,000, the specifications for every contract for the construction, reconstruction, maintenance or repair of any public work ; shall coitain a provision statingthe existing prevailing rate of wage which may be paid to workers in each trade or occupation required for such public work employed in the performance of the contract eithe^ by the contractor or subcontractor or other person Bring or contracting to do the whole or any part of the work contemplated by the contract, and the contract shall contain a provision that such workers shall be paid not less than such specified minimum hourly rate of wage. " B. Pursuant to URS 279.352, workers in each trade or occupation employed in the performance of any contract awarded hereunder either by the contractor or any subcontractor or any other person doing or contracting to do the whole or any part of the work under this contract, shall be paid not less than the minimum hourly rate of wage set forth in those certain documents entitled Prevailing Journeyman Wages Rates in Oregon 79-208 1 .2-5 1 .2.05 NAGE RATES (Continued) for Basic Building Trades and for "oecialty Trades, Revised July 1 , 1979, as issued by Oregon Bureau of Labor as it applies to District No. 23J (Washington, Calackamas and Multnomah Counties) (ORS 279.348(2) (b) , copies whFreof are hereto attached, marked Exhibits "A" and "B" anu by this reference made a part hereof. 1 .2.06 ADDITIONAL PROVISIONS A. No officers or employees of the District shall have authority to provide any interpretation, either verbal or written, with respect to the foregoing requirements or to any bid specifications, except The Bcard of Directors. B. Prior to submitting any bid or proposal to the District, it is suggested that each bidder review the statutory provisions above cited as applicable to his proposal , together with the Administrative Rules of the Public Contract Review Board of Oregon. C. If, in any respect, the foregoing instructions are in anywise inconsistent with the applicable statutory provisions or of regulatory provisions of the Public Contract Review Board, the statutory and regulatory provisions shall govern. p D. The certified check or bid security, if any, of the bidder with whom a contract is entered into will be returned when said contract has been properly executed by the bidder and performance bond, if required, properly executed, has been delivered to and accepted by the District. The certified check or security bond of each bidder who was not awarded a contract will be returned immediately after the contract and bond of successful bidder(s) , properly executed, have been delivered to and accepted by the District. 1 .2.07 SITE AND CONSTRUCTION CONDITIONS f The contractor or his authorized agent are to inspect the site of the work. The signing of tris bid by the contractor is an acceptani.e of the conditions at this site of the work, and the Contractor will be held responsible for the completion of all of the necessary work in accordance with the Plans and Specifications. 1 .2.08 _ INTERPRETATTON OF CONTRACT DOCUMENTS AND APPROVAL OF MATERIALS A. If any person contemplating the submission of a bid for the proposed construction finds discrepancies in or, omissions from, or is in doubt as to the tru,_ meaning of any part of the Plans and Specifi- cations or forms of Contract Documents, he shall submit to the Engineer a written request for an interpretation thereof or additions thereto, at least seven (7) days previous to the date on which bids are to be opened. 79-208 1 .2-6 1 .2.08 INTERPRETATION OF CONTRACT DOCUMENTS AND APPROVAL OF MATERIALS .Continued B. When an item is not specifically approved in the Specifications and/or substitution i- desired by a contractor, subcontractor or supp�-ier, the request for approval shall be submitted to the Engineer no later than seven (7) days previous to the bid opening. The judgment of equality of items rests solely with the Engineer in accordance with established values recognized by the Construction Industry. C. In either event, the person submitting the request will be responsible for its prompt delivery. Any interpretation, addition or revision to the proposed documents, or approval of materials submitted, will be only by Addenda duly issued. copy of such Addenda will be mailed or delivered to each persc receiving a set of Pians and Specifications. Any Addenda so issued are to be covered in the bid and they will become a part of the Contract Documents. The Owner will not be responsible for any other explanation or interpretation of the proposed documents. 1 .2.09 _ APPROVAL OF BOARD OF DIRECTORS REQUIRED Any provisions of the General Conditions as set forth in the ACEC Document 1910-1 to the contrary notwithstanding, the date of Substantial Cornpletion of any project or work hereunder or payment of any sum hereunder by the terms hereof, and all modifications and change orders which in anywise affect the contract price shall be subject to the Provisions of ORS 332.255 providing for 6oproval of all contracts and payments by the Board of Directors, and shall be of no binding effect upon the District until approved by the board of Directors. I1 .2. 10 BONDS I A. Each bid shall be accompanied by a bid bond in usual forgo, certified check or cashier' s check in an amount equal to 10 percent of the bidders proposal . B. Bid bonds shall be provided for the basic bid, and separately for the optional crmb-ined basic bid if exercised by the bidder. I C. The successful bidder shall promptly furnish a Performance Bond which is to be an Oregon Public Works Contract Bond, in compliance with Section 279.310 and Section 275.510 et seq. , Oregon Revised Statutes , in an amount equal to 100 percent of the cost of the work. such bond to Lie written by properly qualified surety authorized to do business in the State of Oregon. l I A 79-208 1 .2-7 1 .2. 11 INSURANCE The following are the minimums of the required insurances. Certificates shall be submitted to the Owner showing that these requir?ments have been met. A. Public Liability Insurance, naming District as co- insured. $300,000 S. Property Damage Insurance, naming District as co-insured. $300,000 C. State Workmen' s Compensation Insurance as per State Law. D. Fire Insurance, in accordance with the follov,;ng: The Owner shall maintain Fire Insurance, in accordance with Article 5 of the General Conditions, including Malicious "`rschief and Vandalism. 1 .2. 12 EXECUTION OF' BID FORMS A. Except as otherwise provided herein, bids which are incomplete or which are conditioned in any way, or contain erasures, alterations , or items not called for in the proposal , or which are not in conformity with the law, may be rejected by the Owner as 'nformel . B. The Bid Form invites bids on definite Plans and Specifications. Only the amounts and information asked for in the Bid Form will be considered as the Bid. Each bidder shall bid upon the Hiork Exactly as specified and as provided in the Bid Form. The bidder shall bid upon all alternates indicated on the Bid Form as provided therein. When bidding on the alternates for which there is no charge, the bidder shall write the words "No Charge" in the space provided on the Bid Form. 1 .2.13 STANDARD GFNER.AL CONDITAL OF THE CONTRACT Standard General Conditions of the Contract, copyrighted by American Consulting Engineers Council , Washington D.(.. , as bound herein, are herFby made a part of the Contract Document. f 79-208 1 .3-1 SECTION 1 .3 PRO:IOSAL. 1 . 3.01 THE FOLLOWING PROPOSAL IS HEREBY MADE TO ' School District :'23J Washington and Clackamas Counties , Oreo- 1 . 3.02 STIPULATED .AMOUNT T)e ti::dersigned hereby oronosc, and agrees to furnish all necessary labor, materials , equipment, tools and services necessary for Tigard Senior High School Cinnection To Public unitary Sewer, in accordance with Drawings , Specifications and other Contract Documents prepared by Carson , Bekooy, Gulick & Associates , .'nc. , Portland, Oregon and the Owner for the followinq stipulated amount: + 1 .3.03 UN1 PRICES (See Section 01100 of the Specifications) Rock ,removal $ i_—Per Cubic Yard Drainage Piping Beneath Paving $_— _rzar Foot Drainage Piping Beneath Unpaved Areas $ —Per Foot Cleanouts $ Per Cleanout 1 .3.04 KNOWLEDGE OF LOCAL COMriTIONS AND CONTRACT DOCUMENTS The Urdersiqned has examir: d the location of the proposed work, the Drawings , Specifications and othr:r Contract Documents and is familiar with local Conditions at the r ace where the work is to be perfrt,med. 1 .3.05 PROPOSAL GUARANTEE The Proposal Guarantee attached, without endorsement, in the sum of not less I than ten ( 10) percent of the amourt of the Proposal , is furnished to Owner• as aguarantee that the Agreement will be executed and a performace Bond furnished wit'rin ten (10) days after award of the Contract to the Undersigned, 79-208 1 .3-2 1 . 3.05 PROPOSAL GUARANTEE (Continued) or that the Jndersigned will pay to Owner the difference between the stipulated amoun* of this Proposal and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by this Proposal provided that such payment shall be limited to the amount of the Proposal Guarantee. 1 .3.06 EXECUTION OF AGREEMENT AND FURNISHING BONDS Within ten (10) days after being ewarded the Contract, the Undersigned agrees to execute the f^rm of Agreement included as one of the Contract Documents , and to furnish a Performance Bond in an amount equ«1 to 100 ' of the Contract amount and a ,abor and Material Payment Bond in an amount equal to 1000„ of the Contract ani:urt. 1 .3.07 ADDENDA The Undersigned hereby acknowledges receipt of the following addenda: Addenda No. Dated 1 .3.08 CONTRACT TI" If awarded the Contract, the Undersigned agrees to complete the work within 90 days of the commencement of the Contract Time as defined in General Conditions of the Contract. 1 .3.09 OWNER'S RIGHTS RESERVED The Undersigned understands that Owner reserves the right to reject any or all Proposals or to Naive F.ny formality or technicality in any Proposal in the interest of the Owner. f 1 . 3`10 PREVAILING RATE OF WAGE I The Undersigned certifies that he will comply with provisions of ORS 279. 350. t I I 79-208 1 .3-3 1 .3. 11 INSTRUCTIONS FOR EXECUTING PROPOSAL A. Bidder's proposal shall be signed in the applicable spaces her.:inafter appearing with ink or indelible pencil , as follows: (1 ) In the case of an individual bidder, by such individual bidder. (2) In the case of a partnership, the name of the partnership must appear upon such proposal , and it shall be signed in the name of such partnership by at least one of the partners. In addition to such signature, the names of all partners shall be stated in such proposal . (3) In the case of a corporation , the corporate name shall be subscribed to by the president or other managing officer, and there shall be set forth, under the sig-ature of such officer, the name of the office he holds or the capacity in which he acts for such corporation. B. Bid envelope must have bid title and related information �ons�nous y printed on the outside.E ds n6t so marked may be accidentally opened and the Lid may be thus dis- qualified. iw 79-208 1 .3-4 1 .3. 12 THE ABOVE PROPOSAL IS HEREBY RESPECTFULLY SUBMITTED Dated: COMPANY NAME: �DORESS : CITY : STATE: ZIP CODE: PHONE: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SIGNAT',;RE FOR PAkTNERSHIP Name of T—artnershTpT NAME OF PARTNERS By: Signature cT-5—e— Partner SIGNATURE FOR CORPORATION Corporate Name By 7igna ::ire o Obi e or A gent Title ELPRANK a 79-208 1 .3-5 ' 1 . 3.13 CORPORATE ACKNOWLEDGMENT STATE OF _ ) — ss County of ) Oo this day of — , 1919, personally appeared and w;no, being duly sworn, did Say t�iat they are the President and Secretary respectively of _ — the within named Corporation and that theforegoing instrument was executed in behalf of saio corporation by authority of its Board of Directors , and each of said officers acknowledged said instrument to be the voluntary act and deed of said corporation. Before me: Notary Piiblic for: r - My commission Expires : 1 . 3. 14 ACCEPTANCE BY THE DISTRICT The above offer and proposal is hereby accepted by T�y3rd School District -423J , Washington and Clackamas Counties , Oregon , (Tigard) , and a contract formalized in accordance with the fr-eg oing terms , pursuant to resolution of the Board of Directors duiy adopted this day of , 1979 , au,�4orizing the undersigned Chairman and CTer o—the District to execute same on its behalf. SCHOL DISTRICT #23J WASHINGTON AND CLA:,KAMAS COUNTIES , OREGON (TIGARD) grhairrman By _ (Clerk) 79-208 1 .4-1 SECTION 1 4 MODIFICATIONS OF THE GENERAL CONDITIONS 1 .4.1 PERMITS A. Modify Article 6 of the GeneralConditicns to add the following: T,,e Owner will pay sewer connection fees as levied by the jurisdication having authority. Such fees are limited to the following items: 1 . Facility Development Fees 2. Unit Charges B. The contractor is responsible for the p,-yment of all other tees and the obtaining of all permits. 1 .4.2 REQUESTS FOR PAYMENT Modify Article 14 of the General Conditions to add the following: The contractor may subm4t to the Owner periodically, but not more than once each month, a Request for Payment for work done and materials delivered tc and stored on the site. The contractor shall furnish the Owner all reasonable information required for obtaining the necessary data relative to thE. pro- gress and execution of the work. Payment for materials stores on the site will be cinditioned upon evidence submitted to establish the Owner' s title to such materials. Each Request for Payment shall be computed on the bais of work completed on all items listed in the Detailed Breakdown of Contract (or on unit prices, as the case may be) , less the retainage. The Owner shall retain five percent (5'0') of the Contract payments due until such time as the final acceptance of the work after correction of all deFiciencies. A part of such retained amount may be released earlier if the resulting retainage will be not less than twice the estimated value of the work that has not been completed. F=urthermore, in accordance with the provisions of ORS 279.575, as amended by Chapter 384, Oregon Laws 1973 . the Owner shall reduce the amount of the re- tainage if the Contractor notifies the Controller of the Owner that the contractor has deposited in a Sank or trust comp;rny in a manner authorized by the State Treasurer bonds and securities of equal value of a kind approved by the State Treasurer, including but not limited to: A. Bills, certificates. notes or bonds of the United States. B. Other obligations of the United States or its agencies. F. Obligations of any corporation wholly owned by the Federal Government. f). Indebtedness of the federal National Motgage Association, E. Time certificates of deposits issued by an Oregon bank. I 79-203 1 .4-2 1 .4-2 REQUESTS FOR PAYMENT (Continued) F. Corporate bonds rated "A" or better by a recognized rating service. A V J M aw This document has important legal consequences; consultation with an attorney is encouraged with respect to its completion or modification. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT ,rlunc,r„p, tole N Jointly Issued by PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE r A practice division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS and by Ah1ER:CAN CONSULTING ENGINEERS COUNCIL and by CONSTRUCTION SPECIFICATIONS INSTITUTE 1978 National Society of Professional Engineers 2029 K Street, N.W., Nk'ashington, D.C. 20006 American Consulting Engineers Council 1155 15th Street, N.W., Washington, D.C. 2005 Construction Specifications Institute 1150 17th Street, N.W., Washington, U.C. 20036 These General Conditions have been prepared fot use with the Owner-Contractor Agreements (NSPE- ACEC Document 1910-8-A-1 or 1910-8-A-2; CSI 56467, 56468, 1978 editions). Their provisions are interre- lated and a change in one may necessitate a change in the others. Comments concerning their usage are con tained in the Commentary to the Documents, NSPL-ACEC 1910-9, 1978 edition. 1910.8 NSPE kCEC 11978 Edition! CSI 56465 Reprint 5.78 24:4 J 'TABLE OF CONTENTS OF GENERAL CONDITIONS Article Number Title Page DEFINITIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R 2 PRELIMINARY MATTERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 CONTRACT DOCUMENTS: INTENT AND REUSE. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . 4 AVAILABILITY OF LANDS;PHYSICAL CONDITIONS; REFERE•.NCE POINTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ii1 5 BONDS ANDINSURANCE. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1 6 CONTRACTOR'S RESPONSIBILITIES. . . . . . . . . . . . . . . . . 12 7 WORK BY OTHERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I 8 OWNER'S RESPONSIBILITIES. . . . . . . . . . . . . . . . . . . . . . . 1' 9 ENGINEER'S STATUS DURING CONSTRUCTION. 17 10 CHANGES IN THE WORK. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 11 CHANGE OF CONTRACT PRICE . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 12 CHANGE OF THE CONTRACT TIME. . . . . . . . . . . . . . . . . . . . . . . . 21 13 WARRANTY AND GUARANTEE;TESTS AND INSPECTIONS;CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIvE.WORK . . . . . . . . . . . . . 14 PAYMENTS TO CONTRACTC-r, AND COMPLETION 15 SUSPENSION OF WORK AND TERMINATION. . . :5 16 ARBITRATION . . . . . . =� 17 MISCELLANEOUS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 trrr iit we s � INDEX TO GENERAL C,:;NDITIONS Article or Paragraph Number Acceptance of Insurance 5.'3 Access to the Work 13.2 Addenda-definition of(see definition of Specifications) 1 Agreement-definition of I All Risk Insurance 5.6 Application for Payment-definition of I Application for Payment, Final 14.12 Application fDr Progress Payment 14.2 Application for Progress Payment--review of 14.4 thru 14.7 Arbitration 16 Availability of Lands 4.1 Award-Notice of-defined I Before Starting Construction 2.5 thru 2.7 Bid-definition of I Bonds and Insurance-in general 5 Bonds-definition of I Bonds,Delivery of 2.1,5.1 Bonds,Performance and Other 5.1,5.2 rash Allowances 11.10 Change Order-Definition of 1 Changes in the Work 10 Claims,Waiver of-on)anal Paymen. 14.16 Clarifications and Interpretations 9.3 Cleaning 6.17 Completion 14 Completion,Substantial 14.8, 14.9 Conference-Pre-Construction 2.8 Construction Machinery,Equipment,etc. 6.4 Continuing Work 6.29 Contract Documents-definition of 1 Contract Documents-intent and reuse 3 Contract Documents-reuse of 3.3 Contract Price,Change of 1,1 Contract Price-definition I Contract Time,Change of 12 Contract Time-Commencement of 2.3 Contract Time-definition of 1 Contra,:tor-definition of I Contractor May Stop Work or Terminate 15.5 Contractor's Continuing Obligation 14.15 Contractor's Duty to Report Discrepancy in Documents 2.5,3.2 Contractor's Fee-Costs Plus 11.6 Contractor's Liability Insurance 5.3 Contractor's Responsibilities-in general 6 Contractor's Warranty of Title 14.3 Contractual Liabilltv lnsuranc: 5.4 Copies of Documents 2.2 Correction or Removal of Defective Work 13.11 Correction Period,One Y ear 13.12 Correction, Removal or Acceptance of Defective Work-in general 13.11 thru 13,14 Cost of Work 11.4, 11.5 Costs,Supplemental 11.4.5 4 Day-definition of l Defective Work,Acceptance of 13 13 Defective Work,Correction or Removal of 13.11 Defective--definition of I D,:fecttve Work-in general 13 Defective Work, Rejecting 9.4 Definitions I Delivery of Bonds 2.1 Disagreements, Decisions by Engineer 9.9,9,10 Documents,Copies of 2.2 Documents, Record 6 19 f.)ocumerts. Reuse 3.5 Drawings--definition of 1 Effr.:tive date of Agreement-definition of I Emergencies 6.22 Engineer--defintion of I 'Engineer's-Notice Work is Acceptable 14.3 Engineer's Responsibilities,Limitations on 9.1 1 thru 9.14 Engineer's Status During Construction-in general 9 Engineer's-Recommendation of Payment 1-1.4, 14.13 Equipment. Labor,Materials and 6.3 thru 6.6 Equivalent Materials and Equipment 6 7 Fee,Contractor's---Costs Plus 11.6 Field Order-definition of 1 Field Order--issued by Engineer 10.2 Final Application for Payment 14.12 Final inspection 14.11 Final Payment, Recommendation of 14.13, 14.14 Final Payment and,kcceptance 14.13 General Requirements-definition of I General Provisions 17.3, 17.4 Giving Notice 17.1 Guarantee of Work-by Contractor 13.1 Indemnification 6.30 thru 6.32 l,ispection, Fir,al 14.11 Inspectio-i,Tests and 13.3 thru 13.7 Insurance, Bonds and-in_general 5 Insurance-Certificates of 2.7 and 5 Insurance,Contractor's Liability 5.3 Insurance,Contractual Liability 5.4 Insurance,Owner's Liability_ 5.5 Insurance,Property 5.6 thru 5.12 intent of Contract Documents 3.1 thru 3.4,9.12 Interpretations and Clarifications 9.3 Investigations of Physical Conditions 4.2 Labor, Materials and Equipment 6.3 thru 6.6 Laws and Regulations 6.14 Liability Insurance-Contractors 5.3 Liability Insurance.-Owners 5.5 Limitations on Engineer's Responsibilities 9.11 Materials and Equipment-furnished by Contractor 6.3 Materials or Equipment-Equivalent 6.7 Mis,ellaneous Provisions 17 Modification-definition of 1 5 Notice,Giving of 17.1 Notice of Award-definition of I Notice of Acceptability of Project 14.13 Notice to Proceed-definition of I Notice.to Proceed--giving of 2.3 "Or-Equal' items 6.7 Other Contractors 7 Overtime Wnrk-prohibitionof 6.3 Owner---definitio+of 1 Owne• May Correct D.fective Work 13.14 Owner May Stop Work 13.10 Owner May Suspend Work,Terminate 15.1 thi u 15.4 Owner's Duty to Execute Change Ot ders 11.9 Owner's Liability Insurance s.5 Owner's Representative--Engineer to serve as 9.1 Owner's Responsibilities-in general 9 Owner's Separate Representative at Site 9.8 Partial Utilization 14.10 Partial Utilization-Property Insurance 5.14 Patent Fees and Royalties 6.12 Payments to Contractor-in general 14 Payments,Recommendation of 14.4 thru 14.7.5 Pre-construction Conference 1.8 Performance,and other Bonds 5.1 thru 5.2 Permits 6.13 Physical Conditions-Investigations and Reports 4,2 Physical Conditions,Unforeseen 4.3 Preconstruction Conference 2,8 Preliminary Matters 2 Premises,Use of 6.l6,6.17,6.18 Price-Change of Contract I I Price-Contract-definition of 1 Progress Payment,Applications for 14,2 Progress Schedule 2.6, 14.1 Project-definition of I Project Representative,Resident-definition of I Project Representation-Provision for 9.8 Project.Starting 2.4 Property Insurance 5.6 thru 5.12 Property Insurance-Receipt and Application of Proceeds 5.1 1, 5.12 Property Insurance-Partial Utilization 5.14 Protection,Safetv and 6.20 thru 6.21 Recommendation of Pavment 14.4, 14.13 Record DocumentF 6.19 Reference Points 4.4 Regulations, Laws and 6.14 Re+ecting Defective Work 9.4 Remedies Not Exclusive 17.5 Removal or Correction of Defective Work 13.11 Resident Project Representative-definition of 1 Resident Ptoject Representative-provision for 9.8 Responsibilities,Contractor's 6 Responsibilities,Owner's 8 Reuse of Documents 3.5 Royalties,Patent Fl-es and 6.13 6 Safety and Protection 6.20 thru 6.21 Samples 6.23 Schedule of Sbop Drawing Submissions 2.6, 14.1 Schedw,,of Values 2.6, 14.1 Shop Drawings and Samples 6.23 thru 6.29 Shop Drawings-definition of I Site,Visits to-by Engineer 9.2 Specifications-definition of 1 Starting Construction,Before 2.5 thru 2.9 Starting the Project 2.4 Stopping Work-by Contractor 15.5 Stopping Work-by Owner 13.10 Subcontractor-definition of t Subcontractors-in general 6.8 thru 6.1 1 Substantial Completion-certification of 14.8 Substantial Completion-definition of 1 Subsurface Conditions 4.2,4.3 Supplemental Costs 11.4.5 Surety-consent to payment 14.12. 14.14 Surety-notice of chaages 10.5 Surety-clualificatianof 5.1, 5.2 Suspending Work,by Owner 15.1 Suspension of Work and Termination-in general 15 Superintendert-Contractor's 6.2 ISupervision And Superintendence 6.1,6.2 Taxes-•Payment by Contractor 6.15 Termination-bv Contractor 15.5 1 Termination-by Owner 15.2 thru 15.4 d Termination,Suspension of Work and-in general 15 Tess,and Inspections 13.3 thru 13.7 Time,Change of Contract 12 ITime,Computation of 17.2 Time,Contract-definition of 1 Uncovering Work 13.8, 13.9 Unit Prices 11.3.1 Unit Prices-Adjustment of 11.9 Use of Premises 6.16,6.17,6.18 Valu-s,Schedule of i4.1 iVisits to Site-by Engineer 9.2 Waiver of Claims-on Final Payment 14.16 Waiver of Rights by Insured Parties 5.10 Warranty and Guarantee-by Contractor 13.1 Warranty of Title,Contractor's 14.3 Work,Access to 13.2 Work by Others-in general 7 I Work,Cost of 11.4, 11.5 Work Continuing During Disputes 6.29 Work-defintion of 1 Work,Neglected by Contractor 13.14 Work,Stopping by Contractor 15.5 Work,Stopping by Owner 15.1 thru 15.4 I 7 i tett s ■ GENERAI. .;ONDITIONS defecove—An adjective .which when modifying the word Work refers to Work that is unsatisfactory, faulty or defi- cient,or does not conform to the Contract Documents or does ARTICLE I—DEFINITIONS _ — not meet the requirements of any inspection, test or approval referred to in tire Contract Documents, or has been damaged Wherever used in these General Conditions or in the other prior to ENGINEER's rec.)mrnenda,.ion of final payment. Contract Documents, the following terms have the meanings Ineicated which are aG piicable to both the singular and plural thereof: Drawings—The drawings which show the character and scope of the Work w be performed and which have been prepared ,,!iddenda—Written x graphic instruments issued prior to the or approved by ENGINEER and are referred to in the Con- opening of Bids which clarify, correct o• change the bidding tract Documents. documents or the C ontract Documents. ef�,Nive date of the Agreement--The date Indicated in the A¢-eement—The written agreement between OWNER and Agreement on which it becomes effective, but if no such date CONTRACTOR covering the Work to be performed; other is indicated it mean.. the date on which the Agreement is Contract Documents are attached to the Agreement and made signed and delivered by the last of the two parties to sign and a part thereof a:provided therein. deliver. Application for Payment—The form accepted by E,VGL%£ER—The person,firm or corporation named as such ENGINEER which is to be used by CONTRACTOR in ,e- in the :agreement. questing progress or final payment and which is to include such supporting documentation as is required by the Contract Field Order—A written order issued by ENGINFFR which Documents. orders minor changes in me Work in accoruance with para- Bid—The offer or propo,al of the Ridder submitted on the graph 10.' but which dors not involve a change in the Con- prescr,ben form setting forth the prices for the Work to be tract Price or the Contrat..Time. performed. General Requirements--Sections of Division I of the Speciti- Bond+v--Bid, performance and paymtnt bonds and other in- cations. Strumerlts of security. t°odificalion—(a) A written amendment of the Contract Chanr,e Order—A written order to CONTRACTOR signed by Documents signed by Doth parties, (b)a Change order, or(c) OWNER authorizing an addition, deletion or revision in the a Field Order. A modification may only be issued after the Work, or an adjustment in the Contract Price or the Contract !ffective date of!h.—Agreement. Time issued after the effective date of the Agreement. Notice of Award-7he written notice by OWNER to the ap- Cuntract Documents—The Agreement, Addenda (which per- parent successful Bidder stating that upon compliance by the tain to the Contract Documents), CONTRACTOR's Bid apparent succe<sful Bidder with the conditions precedent (including documentation accompanying the Bid and any enumerated therein, within the time specified, OWNER will post-B�d documentation submitted prior to the Notice of ;ign and delivr:r the Agreement. \ward) when attached as an exhibit to the Agreement, the Bonds, these General Conditions, the Supplementary Condi- Vottee rt Proceed—.A written notice given by OWNER to tions, the Specifications, the Drawings ss the Sarre arc more CONTRACTOR ( with a copy tc ENGINEER)fixing the date specifically identified in the Agreement, together with all on which he Contract Time will commence to run and on Modifications issued after the execution of the Agreement. which CONTRACTOR shail start to perform his obligation under the Contract Documents. Ontract Price—The moneys payable by OWNER to CON- TRe,CTOR under the Contract Documents as stated in the 0WNE2—•The public body or authority,corporation,associ- Agreement. ation, uartnership, or individual with whom CONTRACTOR has enc-red into the Agreement and for whom the Work is to Contract Tiine --'The number of days (computed as provided be provided. 1111 in parag�apn I'.2)or the date stated in the Agreement for the complet-on of the Work. Pro,ect--The total construction of which the Work to be pro- vidtd under the Contract Docurnents may be the whole, or a CONTRACTOR—The person, firm or corporation with pa t as indicated elsewhere in the Contract Documents whom OWNER has entered into the Agreement. Fesident Project Representative--The authorized representa- dav--A calendar day of twenty-four hours measured from rise of ENGINEER who is assigned to the site or any part midnight to the next midnight. thereof. i 8 Shop Drawings—Ail dr-wings,diagrams,illustrations,sched- Commencement o j Contract Time;Notice to Proceed: ules and other data ,vhich are specifically prepared by CON- 2,3. The Contract Time will commence to run on the TRACTOR, a Suh:ontrictor, manufacturer, fabricator, sup thirtieth day after the effective date of the Agreement,or, if a plier or distno t-!^ , to illustrate some portion of the Work Notice to Proceed is given, on the day indicated in the Notice and all illustrations, brochures, standard schedules, perform- to Proceed;but in no event shall the Contract Time comment_ ante charts, instrm•' diagrams and other information to run later than the ninetieth day after the day of Bid opening prepared by r, --ofacturer, fabricator, supplier or distrib- or the thirtieth day after the effective date of the .Agreement. utor and submitted by CONTRACTOR to illustrate material A Notice to Proceed may be given at any time within thirty or equipment for some portion of the Work. days after the effective date of the Agreement. Specifications—Those portions of the Contract Documents consisting of %k ritten technical descriptions of materials, Starting the Project: equipment, construction systems, standards and work. 2.4. CONTRACTO it shall :;tart to perform the Work on manship as applied :o the Work and certain administrative the date when the Contract lime commences to run, but no details applicable thereto. Work shall be done at rhe site prior to the date on which the Contract-rime comrr,nces to run. Subcontractor—An individual, firm or corporation having a direct contract with CONTRACTOR or with any other Sub- contractor for the performance of a part of the Work at the Before Starring Construction: site. 2.5. Before undertaking each part of the Work. CON i'RACTOR shall carefully study and compare the Con- Substantial Completion—The Work (or a specified part tract Documents and check and verify pertinent figures shown thereof) has progressed o the poi, wher_, in the opinion of thereon and all applicable field measurements. CON- ENGINEER as evidenced by his definitive certificate of Sub- TRACTOR shall promptly report in writing to ENGINEER stantial Completion, it .s sufficiently complete, in accordan..e any conflict, error or discrepancy which CONTRACTOR with the Contra:t Do-uments, so that the Work ;,,r �oe.,fied may discover; however,CONTRACTOR shall not be liable to part) can be uti;;zed for the purposes for which it was in- IDWNER or ENGINEER for failure to report any conflict, tended; or if there be no such certificate issued, when final error or discrepancy in the Drawings or Specifications, unless payment is due in accordance with paragra7,h 14.13. The CONTRACTOR had actual knowledge thereof or should rea- terms "substantially complete" and "substantially com- sonably have';nown thereof. pleted" as applied to any Work refer to Substantial Comple- tion thereof. 2.6. Within ten days after the effective date of tho Agree- ment (unless otherwise specified in the General Require- Work—The entire completed cnr.struction or the various sep- ments), CONTRACTOR shall submit to ENGINEER for arately identifiable parts thereof required to be furnished review and acceptance an estimated progress schedule in- under the Contract Documients. Work is the result of per- dicating the starting and completion dates of the various forming services, furnishing labor and furnishing and incor- stage, of the Work, a preliminary schedule of Shop Drawing porating materials a„d equipment into the construction, all as submissions, and a preliminary schedule if values of the required by the C,.)ntract Documents. Werk. 2.7. Beiore any Work at the site is started, CONTRAC- TOR shall deliver to OWNER, with a copy to ENGINEER, certificates tand other evidence of insurance requested by OWNER)which CONTRACTOR is required to purchase and ,SRTiCLE 2—PRELIMINARY MATTERS maintain in accordance with paragraphs 5.3 and 5.4, and OWNER shall deliver to CONTRACTOR certificates (and Uelivery of Bonds: other evidence of insurance requested by CONTRACTOR) t.1. When CONTRACTOR delivers the executed Agree- which OWNER is required to purchase and maintain in ac- meats to OWNER. CONTRACTOR shall also deliver to cordance with paragraphs 5,6 and 5.7 OWNER such Bunds as CONTRACTOR may b!required to furnish in accordance with paragraph 5.1 Preconstruction Conf-rence: 2.8. Within twenty days after the effective date of the Copies of Do^uments: Agreement, but before CONTRACTOR starts the Work at 2.2. OWNER shall furnish to CONTRACTOR up to ten the site,a conference will be held for review and acceptance of copies (unless otherwise specified in the General R-rquire- the schedules r^ferred to in paragraph 2.6, to establish proce- ments) of the Contract Documents as are reasonably neces- dures for handling Shop Drawings and other submittals and sary for the execution of the Work. Additional copies will be for processing Applications for Payment, and to establish a furnished,upon request,at the cost of reproduction. working understanding among the parties as to the Work. 9 ARTIC'_E 3—CONTRACT DOCUMENTS: INTENT ARTICLE 4--AVAILABILITY OF LANDS;PHYSICAL AND REUSE CONDITIONS; REFERENCE POINTS Intent: Availability of Lands: 3.1. The Contract Documents comprise the entire Agree- 4.1. OWNER shall furnish, as indicated in the Contract ment between OWNEP and CONTRACTOR concerning the Documents,the lands upon which the Work is to be per- ork.They may be altered only by a;Modification. formed,rights-of-way for access thereto,and such other lands which are designated for th^ use of CONTRACTOR. Ease- 3.2. The Contract Documents are complementary;what is ments for permanent structures or permanent changes in ex- called for by one is as binding as if called for by all. If,during isting facilities will be obtained and paid for by OWNER, un- the performance of the Work, CONTRACTOR finds a con- less otherwise provided in the Contract Documents. If CON- flict,error or discrepancy to the Contract Documents,he shall TRACTOR believes that any delay in OWNER's furnishing report it to ENGINEER in writing at once and before pro- these lands or easements entitles him to an extension of the ceediug with the Work affected thereby; however, COPT- Contract Time, CONTRACTOR may make a claim therefor TRACTOR shall not be liable to OWNER or ENGINEER for as provided in Article 12. CONTRACTOR shall provide for failure to report any conflict, error or discrepancy in the all additional lands and access thereto that may be required Specifications or Drawings unless CONTRACTOR had for temporary construction facilities or storage of materials actual knowledge thereof or should reasonably have known and equipment. thereof. Physical Conditions—Investigatio►!s and Reports: 3.3. It is the intent of the Specifications and Drawings to 4.2. Reference is made to the Supplementary Conditions describe a complete project for part thereof)to be constructed for identificati in of those reports of investigations and tests in accordance with the Contract Documents. Any Work that of subsut face and latent physical conditions at the site or may reasonably be inferred from the Specifications or Draw- otherwise affecting cost, progress or performance of the ings as being required tc produce the intended result shall be Work which have been relied upon by ENGINEER in prepa- supplied whether or not it is specifically called for. When ration of the Drawings and Specifications. Such reports are words which have a well-known technical or trade meaning not guaranteed as to accuracy or completeness and are not are used to describe Work,materials or ec,aipment such words part of the Contract Documents. shall be interpreted in accofdance with such meaning, Refer- ence to standard specifications, manuals or codes of any Unforeseen Physical Conditions: technical society, organization or association, or to the code 4.3. CONTRACTOR shall promptly notify OWNER and of any governmental authority, whether such reference be ENGINEER in writing of any subsurface or latent physical specific or by implication,shall mean the latest standard spec- conditions at the site or in an existing structure differing mate- ification, manual or code in effect at the time of opening of riahy from those indicated or referred to in the Contract Bids (or, on the effective date of the Agreement if there were Documents. ENGINEER will promptly review those condi- no Bids), except as may be otherwise specifically stated. tions and advise OWNER in writing if further investigation or However, no provision of any referenced standard specifica• tests are necessary.Promptly thereafter,OWNER shall obtain tion,manual or code(whether or not specifically incorporated the necessary additional investigations and tests and furnish by reference in the Contract Documents) shall change the copies to ENGINEER and CONTRACTOR. If ENGINEER duties and responsibilities of OWNER. CONTRACTOR or finds that the results of such investigations or tests indicate ENGINEER, or any of their agents or employees from tho,e that there are subsurface or latent physical conditions which set forth In the Contract Documents. Clarifications and differ materially from those intended in the Contract Docu- interpretations of the Contract Documents shall be issued by nients, and which could not reasonably have been anticip ted ENGINEER as provided for to paragraph 9.3. by CONTRACTOR, a Change Order shall be issued incorpo- rating the necessary revisions. 3.4 The Contract Documents will be governed by the law of the place of the Project. Reference Points: 4.4. OWNER shall provide engineering surveys for con- Reuse of Documents: struction to establish reference points which in his judgment 3.5. Neither CONTRACTOR nor any Subcontractur, are necessary to enable CONTRACTOR to proceed with the manufacturer, fabricator,supplier or distributor shall have or 'Mork.CONTRACTOR shall be responsible for laying out the acquire any title to or ownership rights in any of the Draw- Work (unless otherwise specified in the Genera! Require- ings, Specifications or other documents for copies of any ments), shall protect and preserve the established reference thereof)prepared by or bearing the seal of ENGINEER; and points and shall make no changes or relocations without the they shall not reuse any of them on extensions of the Project prior written approval of OWNER. CONTRACTOR shall or any other project without written consent of OWNER and report to ENGINEER whenever any reference point is lost or ENGINEER and specific written verification or adaptation by destroyed or requires relocation because of neceFsary changes ENGINEER. in grades or locations, and shall be responsible for replace- 10 ffi ment or relocation of such reference points by professionally result of an offense directiv or indirectly related to the qualified personnel. employment of such person by CONTRACTOR, or (iii by any other person for any other reason; ARTICLE 5--BONDS AND INSURANCE 5.3.5. Claims for damages, other than to the Work it- self, because of injury to or destruction of tangible prop- Performance and Other Bonds: erty,including loss of use resulting therefrom;and 5.1. CONTRACTOR shall furnish performance and pay merit Hands,each in an amount at least equal to the Contract 5.3.6. Clairtt�for damages because of bodily injury or � Price as security for the fw�tttftil performance and payment of death of any person or property damage arising out of the all CONTRACTOR's obligations under the Contract Docu- ments. These Bonds shall remain in effect at least until one The insurance required by this paragraph 3.3 shall include the year after the date of final paymert,except as otherwise pro- specific coverages and be written for not less than the limits of vided by law. CONTRACTOR Shall also furnish such other liability and coverages provided in the Supplementary Condi- Bonds as are required by the Supplementary Conditions. k1l tions, or required by law, whichever is greater. The com- Bonds shall be in the forms prescribed by the bidding docu- prehensive general liability insurance shall include completed ments or Supplementary Conditions and be executed by such operations insurance. All such insurance shall contain a provi- Sureties as (i) are licensed to conduct business in the state sion that the coverage afforded will not be cancelled, where the Project is located,and(ii)are named in the current materially changed or renewal refused until at least thirty I list of "Companies Holding Certificates of Authorit, as days' prior written notice has been given to OWNER and Acceptable Sureties on Federal Bonds and as Acceptable ENGINEER. All such insurance shall remain in effect until Reinsuring Companies+' as published in Circular 570 final payment and at all times thereafter when CON- (amended) by the Audit Staff Bureau of Accounts, U.S. TRACTOR may be correcting, removing or replacing defer- Treasury Department. All Bonds signed by in agent must be tive Work in accordance with paragraph 13.12. In addition, accompanied by a certified copy of the authority to act. CONTRACTOR shall maintain such completed operations 5,2. If the Surety on any Bond furnished by CONTRAC- insurance for at least two vears after final payment and furnish OWNER with evidence of continuation of such insur- TOR is declared a bankrupt or becomes insolvent or its right io do business is terminated in any state where any part of the ancr at final payment and one year thereafter. Project is located or it ceases to meet the requirements of Contractual Linbility Insurance: clauses (i) and (ii) of paragraph 5.1, CONTRACTOR shall within five days thereafter substitute another Bond and 5.4. The comprehensive general liability insurance Surety,both of which shall be acceptable to OWNER. required by paragraph 5.3 will include contractual liability insurance applicable to CONTRACTOR's obligations under paragraphs 6.30 and 6.31. Contractor's Liability Insurance: 5.3. CONTRACTOR shall purchase and maintain such Owner's Liability Insurance: comprehensive general liability and other insurance as will 5.5. OWNER shall be responsible for purchasing and provide protection from claims set forth below which may maintaining his own liability insurance and, at his option, arise out of or result from CONTRACTOR's performance of may purchase and maintain such ;nsurance as will protect the Work and CONTRACTOR's other obligations under the OWNER against claims which may arise from operations Contract Documents, whether such performance is by CON- under the Contract Documents. TRACTOR, by any Subcontractor, by anyone directly or in- directly employed by any of them, or by anyone for whose Property Insurance: aces any of them tray be liable: 5.6. Unless otherwise provided in the Supplementary 5.3.1. Cle.ims under workers' or workmen's compen- Conditions, OWNER shall purchase and maintain prorerty cation, disability benefits and other similar employee insurance upon the Work at the site to the full insurable value rtoefit acts; thereof (subject to such deductible amounts as may be pro- vided in the Supplementary Conditions or required by laws. 5.3.2. Cla!m-. for damages because of bodily injury, This insurance shall include the interests of OWNER, CON- occupatiattal sickness of disease, or death of CONTRAC- TRACTOR and Subcontractors in the Work, shall insure TOR's employees; against the perils of fire and extended coverage and shall include "all risk" insurance for physical loss and damage 5.3.3. Claims for damages because of bodily injury, including theft, vandalism and malicious mischief, collapse I sickness or disease, or death of any person other than and water damage, and such other perils as may be provided I CONTRACTOR's employees; in the Supplementary Conditions, and shall include damages, losses and expenses arising out of or resulting from an% 3.3.4. Claims for damages insured by personal injury insured loss or incurred in the repair or replacement of any liability coverage which are sustained 01 by any person as a insured property (including fees and charges of engineers, II I architects, attorneys and other professionals). If not covered money so received, and he shall distribute it in accordance under the "all risk" insurance or otherwise provided`in the with such agreement as the parties in interest may reach. if no Supplementary Conditions, CONTRACTOR shall purchase other special agreement is reached the damaged Work shall be and maintain similar property insurance on portions of the repaired or replaced, the moneys so received applied or. Work stored on and off the site or in transit when such por- account thereof and the Work and the cost thereof covered by tions of the Work are to be included in an Application for an appropriate Change Order. Pa;ment. The policies of insurance required to be purchased 5.12. OWNER as trustee shall have power to adjust and and maintained by OWNER in accordance with paragraphs 5.6 and 5.7 shall contain a provision that the coverage settle any loss with the insurers unless one of the parties in afforded will not be cancelled or materially changed until at interest shall object in writing within fifteen days after the least thirty days' prior written notice has been given to occurrence of loss to OWNER's exercise of this power. If CONTRACTOR. such objection be made,OWNER as trustee shall make settle- ment with the insurers in accordance with such agreement as 5.7. OWNER shall purchase and maintain such boiler znd the parties in interest may reach. If required in writing by any machinery insurance as may be required by the Supplemen- party in interest,OWNER as trustee shall upon the occurrence ondttions or by law. This in,nrance shall include the of an insured loss, give bond for the proper performance of tri, e:,.s of OWNER, CONTRACTOR and Subcontractors in his duties. the Work. Acceptance of Insurance: 5.13, If OWNER has any objection to the coverage 5.8. OWNER shall not be responsible for purchasing and afforded by or other provisions of the insurance required to maintaining any property insurance to protect the interests of be purchased and maintained by CONTRACTOR in accor- CONTRACTOR or Subcontractors in the Work to the extent dance with paragraphs 5.3 and 5.4 on the basis of its not com- of any deductible amounts that are provided in the Supple- plying with the Contract Documents, OWNER will notify mentary Conditions. If CONTRACTOR wishes property CONTRACTOR in writing thereof within ten days of the date insurance coverage within the limits of such amounts, of delivery of such certificates to OWNER in accordance with CONTRACTOR may purchase and maintain it at his own paragraph 2.7. If CONTRACTOR has any objection to the expense. coverage afforded by or other provisions of the policies of 5.9. If CONTRACTOR requests in writing that other spa- insurance required to be purchased and maintained by cial insurance be included in the property insurance policy, OWNER in accordance with paragraphs 3.6 and 5.7 on the OWNER shall, if possible, include such insurance, and the basis of their not complying with the Contract Documents, CONTRACTOR will notify OWNER in writing thereof with- cost thereof shall be chair;ed to CONTRACTOR by appropri- in ten days of the date of delivery of such certificates to CON- ate Change Order. Prior to commencement of the Work :a�!te TRACTOR in accordance with paragraph 2.7. OWNER and site, OWNER will in writing advise CONTRACTOR •.whether CONTRACTOR will each provide to the other such addi- tional such other insurance has been procured by OWNER. information in respect of insurance provided by him as the other may reasonably request. Failure by OWNER or Waiver of Riglrts: CONTRACTOR to give any such notice of objection within 5.10. OWNER and CONTRACTOR waive all rights the time provided shall constitute acceptance of such insur- against each other and the Subcontractors and their agents ance purchased by the other as complying with the Contract and employees and against ENGINEER and separate contrac- Documents. tors (if any) and their subcontractors' agents and employees, partial Utilization—Property Insurance: for damages caused by fire or other perils to the extent cov- ered by insurance provided under paragraphs 5.6 and 5.7, in- 5.14. If OWNER finds it necessary to occupy or use a elusive, or ani• other property insurance applicable to the portion or portions of the Work prior to Sutstantial Comple- Work, except such rights as they may have to the proceeds of tion of all the Work, such use or occupancy may be accom- such insurance held by OWNER as trustee. OWNER shall re- plished in accordance with paragraph 14.10; provided that no quire similar written waivers by ENGINEER and from each such use or occupancy shall commence before the insurers separate contractor, and CONTRACTOR shall require simi- providing the property insurance have acknowledged notice lar written waivers from each Subcontractor (in accordance !hereof and in writing effected the changes in coverage neces- with paragrarh 6.11 as applicable);each such waiver will be in sitated thereby. The insurers providing the property insurance favor of all other parties enumerated in this paragraph 5.10. shall consent by endorsement on the policy or policies,but the property insurance shall not be cancelled or lapse on account Peceipt and Application of Proceeds: of any such partial use or occupancy. 5.11. Any insured loss tinder the policies of insurance required by paragraphs 5.6 and 5.7 shall be adjusted with ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES _ OWNER and made payable to OWNER as trustee for the insureds, as their interests may appear, subject to the Superr.vion and Superintendence: requirements of any applicable mortgage clause and of para. 6.I. CONTRr,CTOR shall supervise and direct the work graph � 12. OWNER shall deposit in a separate account any competently and efficiently, devoting such attention thereto 1= and applying such skills and expertise as may be necessary to fabricator, supplier or distributor. the naming of the item is perform the Work in accordance with the Contract Docu- intended to establish the type, function and q jality rey.,ired. ments. CONTRACTOR shall be solely responsible for the Un,ess the name is followed by words indicating that no sub- means, methods, techniques, eiequences and procedures of stitution is permitted, materials or equipment of other manu- construction, but CONTRACTOR shall not be solely respan- facturers, fabricators, suppliers or distributors may be Bible for the negligence of others in the design or selection of a accepted by ENGINEER if sufficient information is submit- specific means, method, technique, sequence or procedure of ted by CONTRACTOR to allow ENGINEER to determine construction which is indicated in and required by the Con- that the material 3r equipment proposed is equivalent to that tract Documents. CONTRACTOR shall be responsible to see named. The procrdure for review by ENGINEER will be as that the finished Work complies accurately with the Contract Set forth in paragraphs 6.7.1 and 6.7.2 below as supplemented Documents. in the General Requirements. 6.2. CONTRACTOR shall keep on the Work at all times 6.7.1. Requests for review of substitute items of during its progress a competent resident superintendent, who material and equipment will not be accepted by ENGi- shall not be replaced without written notice to OWNER and NEER from anyone other than CONTRACTOR. If CON- ENGiNEER except cinder extraordinary circumstances. The TRACTOR wishes to furnish or use a substitute item of superintendent will be CONTRACTOR's representative at the material or equipment CONTRACTOR shall make written site and shall have authority to act on behalf of CONTRAC- application to ENGINEER for acceptance thereof,certify- TOR. All communications given to the superintendent shall ing that the proposed substitute will perform adequately be as binding as if given to CONTRACTOR. the functions called for by the general design, be similar and of equal substance co that specified and be suited to Labor,Materials and Equipment: the same use and capable of performing the same function 6 3. CONTRACTOR shall provide competent, suitably „ as that specified. The application will state whether or not qualified personnel to survey and lay out the Work and per- acceptance of the substitute for use in the Work will form construction as required by the Contract Documents. require a change in the Drawings or Specifications to aclapi CONTRACTOR shall at all times maintain good discipl:n: the design to the substitute and whether or not incorpora- and order at the site. Except in connection with the safety or tion or use of the subFtitute in connection with the Work is protection of persons or the Work or property at the site or subject to payment of anv license fee or royalty. All adjacent thereto,and except as otherwise indicated in the Sup- variations of the proposed substitute front that .specified plementary Conditions, all Work at the site shall be per- shall be identified in the application and available mainte- formed during regular working hours, and CONTRACTOR nance. repair and replacement service will be indicated, will not permit overtime work or the performance of Work on The application will alse contain an itemized estimate of Saturday, Sunday or any legal holiday without OWNER's all costs that will result directly or indirectly from accept- written consent given after prior written notice to ance of such substitute, including costs of redesign and ENGINEER, claims of other contractors affected by the resulting change,all of which shall he considered by ENGINEER in 6.4. CONTRACTOR shall furnish all materials, equip- evaluating the proposed substitute. ENGINEER may ment, labor, transportation, construction equipment and require CONTRACTOR to furnish at CONTRACTOR's machinery, tools, appliances, fuel, power, light, heat, tele- expense additional data about the proposed substitute, phone,water and sanitary facilities and all other facilities and ENGINEER will -)e the sole judge of acceptability,and no incidentals necessary for the execution, testing, initial oper- substitute will be ordered ?. installed without ENGi- ation aid completion of the Work. NEER's prior written acceptance. OWNED may require CONTRACTOR to furnish at CONTRACTOP's expense 6.5. All materials and equipment shall be of good quality a special performance, guarantee or other surety with and new, except as otherwise provided in the Contract Docu- respect to any substitute. meats. If required by ENGINEER, CONTRACTOR shall furnish satisfactory evidence (including reports of required 6.7.2. ENGINEER will record time required by ENGI- tests)as to the kind and quality of materials and equipment. NEER and ENGiNEER's consultants in evaluating ubsti- tutions proposed by CONTRACTOR and its making 6.6. All materials and equipment shall be applied, in- changes in the Drawings or Specifications occasioned stalled, connected, erected, used, cleaned and conditioned in thereby. Whether or not ENGiNEE?t ac:grits a proposed accordance with the instructions of the applicable manufac- substitute, CONTRACTOR shall reinbu*se OWNER for turer, fabricator, supplier or distributor, except as otherwise the charges of ENGINEER and ENGiNEER's consultants provided in the Contract Documents. for evaluating any proposed substitute. Equivalent Materials and Equipment: Concerning Subcontractors: 6.7. Whenever materials or equipment are specified or de- 6.8. CONTRACTOR shall not employ any Subcontractor scribed in the Drawings or Specifications by using the name of or other person or organization (including those who are to a proprietary item or the name of a particular manufacturer, furnish the principal items of materials or equipment). 13 a� 1q whether initially or as a subsuiute,against whom OWNER or tion,design,process,product or device which is the subject of ENGINEER may have reasonable objection.A Subcontractor patent rights or copyrights held by others. If a particular or other person o, organization identified in writing to invention, design, process, product or device is specified in OWNER and ENGINEER by CONTRACTOR prior to the the Contract Documents for use in the performance of the Notice of Award and not objected to in writing by OWNER Work and if to the actual knowiedge of OWNER or ENGI- or ENGINEER prior to the Notice of Award will be deemed NEER its use is subject to patent rights or copyrights calling acceptable to OWNER and ENGINEER. Acceptance of any for the payment of any license fee or royalty to others,the ex Subcontractor, other person or organization by OWNER or istence of such rights shall be disclosed by OWNER in the ENGINEER shall not constitute a waiver of any right of Contract Documents. CONTRACTOR shall indemnify and OWNER or ENGINEER to reject defective Work. If hold harmless OWNER and ENGINEER and anyone directly OWNER or ENGINEER after due investigation has reason- or indirectly employed by either of them from and against all able objection to any Subcontractor,other person or organi- claims, damages, losses and expenses (including attorneys' zation proposed by CONTRACTOR after the Notice of fees)arising out of any infringement of patent rights or copy- Award, CONTRACTOR shall submit an ao:eptable substi- rights incident to the use in the performance of the Work or tute a.nd the Contract Price shall be increased or decreased by resulting from the incorporation in the Work of any inven- the difference in cost occasioned by such substitution, and an tion, design, process, product or device not specified in the appropriate Change Order shall be issued. CONTRACTOR Contract Documents, and shall defend all .uch claims in con- ;hall not be required to employ any Subcontractor, other nection with any alleged infringement of such rights. person or organization against whom CONTRACTOR has permits: reasonable objection. 6.13. Unless otherwise provided in the Supplementary 6.9. CONTRACTOR shall be fully responsible for all acts Conditions,CONTRACTOR shall obtain and pay for all con- and omissions of his Subcontractors and of persons and struction permits and licenses. C%'NER shall assist CON- organizations directly or indirectly Lmploved by thein and of TRACTOR, when necessary, in obtaining such permits and pt.rsons and organizations for whose acts any of them may be licenses. CONT14ACTOR shall pay all governmental charges liabie to the same extent that CONTRACTOR is responsible and inspection fees necessary for the prosecution of the Work, .or the acts and omissions of persons directly employed by which are applicable at the time of opening of Bids. CON- CONTRACTOR. Nothing in the Contract Documents shall TRACTOR shall pay all charges of utility service companies create any contractual relationship between OWNER or for connections to the Work, and OWNER shall pay all ENGINEER and any Subcontractor or other person or orga- charges of such companies for capital costs related thereto. nization having a direct contact with CONTRACTOR, error shall it create any obligation on the part of OWNER or Laws anra R?gulations: ENGINEER to pay or to see to the payment of any moneys 6.14. CONTRACTOR shall give all notices and comply due any Subcontractor or other person or rganization, with all laws, ordinances, rules and regulations applicable to except as may otherwise be required by law. OWNER or the Work. It CONTRACTOR,observes that the Specifications ENGINEER may furnish to anv Subcontractor or other or Drawings are at variance therewith, CONTRACTOR shall person or organization, to the extent practicable, evidence of giv,t ENGINEER prompt written notice thereof,and any nec- amounts paid to CONTRACTOR on account of specific essary changes shall be adjusted by an appropriate Modifica- Work done. tion If CONTRACTOR performs any Work knowing or 6.10. The divisions and sections of the Specifications and having reason to know that it is contrary to such laws, ordi- the identifications of any Drawings shall not control CON- nances, rules and regulations, and without such notice to TRACTOR in dividicS the Work among Subcontractors or FNGINEFR, CONTRACTOR shall bear all Gusts arising therefrom; however, it shall not be CONTRACTOR's pri- delineating the Work to be performed by any specific trade. mary responsibility to make certain that the Specifications 6.11. All Work performed for CONTRACTOR by a Sub- and Drawings are in accordance with such laws, ordinances, contractor will be pursuant to an appropriate agreement rules and regulations. between CONTRACTOR and the Subcontractor which speci- fically binds the Subcontractor to the applicable terms anal Taxes: conditions of the Contract Documents for .he benafit of 6.15. CONTRACTOR shall pay all sales, consumer, use OWNER and ENGINEER and cantains waiver provisions as and other similar taxes required to paid by him in ac ordance required by paragraph 5.10. CONTRACTOR ,hall pay each with the law of the place of the Project. Subcontractor a just share of any insurance monevs received by CONTRACTOR on account of losses under policies issued Use of Premises: pursuant to paragraphs 5.6 through 5.8. 6.16. CONTRACTOR shall confine ocinstruction equip- ment, the storage of materials and equipment and the opera- Patent Fees and Royalties: tions of workmen to areas permitted by law, ordinances, 6.12. CONTRACTOR shall pay all license fees and royal- permits or the requirements of the Contract Documents, and ties and assume all costs incident:o the use in the performance shall not unreasonably encumber the premises with construc- of the Work or the incorporation in the Work of any inven- tion equipment or other materials or equipment. 14 t� t� tic � s � ss► 6 I'. During the progress of the Work CONTRACTOR able to the fault of Drawings or Specifications or to the acts or shall keep the premises free from accumulations of waste ma- omissions of OWNER or ENGINEER or anyone employed by terials, rubbish and other debris resulting from the Work. At either of them or anyone for whose acts either of them may be the completion of the Work CONTRACTOR shall remove all liable, and not attributable, directly or indirectly, in whole or waste materials, rubbish and debris from and about the prem- in part, to the fault or negligence of CONTRACTOR). ises as well as all tools, appliances, construction equipment CONTRACTOR's duties and responsibilities for the safety and machinery, and surplus materials,and shall leave the sit- and protection of the Work shall continue until such time as clean:md ready for occupancy by OWNER.CONTRACTOR all the Work is completed and ENGINEER has issued a notice shall rostore to their original condition those portions of the to OWNER and CONTR;'.C"TOR in accordance with para- ,oe riot designated for alteration by the Contract Documents. graph 14.13 that the Fork is acceptable. ti 18. CONTI,ACTOR shall not load nor permit any part 6.21. CONTRACTOR shall designate a responsible of any structure to he loaded in any manner that will endanger member of his organization at the site whose duty shall be the the structure, not shall CONTRACTOR subject any part of prevention of accidents. This person shall be CONTRAC- the work or adjacent property to stresses or pressures that TOR's superintendent unless otherwise designated in writing will endanger it. by CONTRACTOR to OWNER. Re:•urd Documents: Emergencies: 6.19. CONTRACTOR shall keep one record copy of all 6.22. in emergencies affect;ng the safety or protection of Specifications, Drawings, .Addenda, Modifications. Shop persons or the Work o- property at the site or adjacent there- Drawings and samples at the site, in good order and an- to,CONTRACTOR,without special instruction or authoriza- notated to show all changes made during the construction tion from ENGINEER or OWNER, is obligated to act to pre- process. These shall be available to ENGINEER for exam- vent threatened damage,injury or loss.CONTRACTOR shall ination and shall be delivered to ENGINEER for OWNER give ENGINEER prompt written notice of any significant upon completion of the Work. changes in the Work o• :'c-iatiuns from the Contract Docu- .Sa/ery and Protection: ments caused thereby 6 20. CONTRACTOR shall be responsible for initiating, Shop Drawings and Samples: maintaining and supervising all safety precautions and pro- 5.23. After checking and verifying all field measurements, grants in connection with the Work. CONTRACTOR shall CONTRACTOR shall submit to ENGINEER for review and rake all necessary precautions for the safety of,and shall pro- approval, in accordance with the accepted schedrtle of Shop vide the necessary protection to prevent damage, injury or Drawing submissions (see paragraph 2.8), five copies (unless loss to: otherwise specified in the General Requirements) of all Shop Drawings, which shall have been checked by znd stamped 6.20.1. all employees on the Werk and other persons with the approval of CONTRACTOR and identified as who may be affected thereby, ENGINEER may require.The data shown on the Shop Draw- ings will be complete with respect to dimensions, design cri- 6.20.2. all the Work and all materials er equipment to teria,material., of construction and like information to enable be incorporated therein, whether in storage on or off the ENGINEER to review the information as required. site,and 6 24. :;ONTRACTOR shall also submit to ENGINEER 6.20.3. other property at the sitz or adjacent thereto, .or review and approval with such promptness as to cause no including trees, shrubs, lawns, walks, pavements, road- drtay in Work, all samples required by the Contract Docu- ways, structures and utilities not designated for removal, ments. Alt samples will have been checked by and :tamped relocation or replacement in the course of construction. with the approval of CONTRACTOR. identified clearly as to material, manufacturer, any pertinent catalog numbers and CONTRACTOR shall comply with all applicable laws, ordi- the use for which intended. nances, rules, regulations and orders of any public body hav- ing jurisdiction for the safety of per.;ons or property or to pro- 6.25. At the time of each submission, CONTRACTOR rect them from damage, injury or loss; and shall erect and shall in writing call ENGiNEER's attention to any deviations maintain all necessary safeguards for such safety and protec- that the Shop Drawings or samples may have from the tion. CONTRACTOR shall notify o.vners of adjacent prop- requirements of the Contract Documents. erty and utilities when prosecution of the Work may affect them All 'amage, injury or loss to any property referred to in 6.26. ENGINEER will review anu approve with reason. paragraph 6.20.2 or 6.20.3 caused, dirertly or indirectly, in able promptness Shop Drawings and samples, but ENGI- %hole o, in part, by CONTRACTOR, any Subcontractor or NEER's revir•v and approval shall be only for conformance anyone directly or indirectly employed by any of them or with the designconcept of the Project and for compliance with Anyone for whose acts any of them may be liable, shall be the information given in the Contract Documents and shall rerrlWied by CONTRACTOR(except damage or los.;attribut- not extend to means, methods, segt:ences, techniques or pro 15 cedures of construction or to safety precautions or programs CONTRACTOR,any Subcontractor, anyone directly or indi- incident thereto. The review and approval of a separate item rectly employed by any of then or anyone for v l,�ee acts any as such will not indicate approval of the assembly in which the of them may he liable, the indemnification obligation under item futictions. CONTRACTOR shall make any corrections paragraph 6.30 shall not be limited in any way by any limita- required by ENGINEER and shall return the required number tion on the amount or type of damages, compensation or of corrected copies of Shop Drawings and resubmit new benefits payable by or for CONTRACTOR or any Subcon- samples for review and approval. CONTRACTOR shall tractor under workers' or workmen's compensation ?wts, direct specific attention in writing to revisions other than the disability benefit acts o, other employee benefit acts. corrections called for by ENG'NEER on previous.submittals. CONTRACTOR's stamp of approval on any Shop Drawing 6.32. The obligations of CONTRACTOR under para- or sample shall constitute a representation to OWNER and graph 6.30 shall not extend to the liability of ENGINEER, his ENGINEER that CONTRACTOR has either determined and agents or employees arising out of the preparation or verified all quantities,dimensions, field construction criteria, approval of maps, drawings, opinions, reports, surveys, materials, catalog numbers and similar data or assumes full Change Orders,designs or specifications. responsibility for doing so, and that CONTRACTOR has re- viewcd or coordinated each Snop Drawing or sample wilt the reariirements of the Work and the Contract Documents. ARTICLE 7—WORK BY OTHERS 6.27. Where a Shop Drawing or sample is required by the r Specifications, no related Work shall be commenced until the 7.1. OWNER may perform additional work related to the submittal has been reviewed and approved by ENGINEER. Project by himself, yr have additional work performed by utility service cumpanie=,or let other direct contracts tit-refor 6.28. EN61NEER's review and approval of Shop Draw- which shall contain General Conditions similar to these. ings or samples shall not relieve CONTRACTOR from re- CONTRACTOR shall afford the utility service companies sponsibility for any deviations from the Contract Documents and the other contractors who are partic-, to such direct con- unless CONTRACTOR has in writing called ENGINEER's tracts (oi OWNER, if OWNER is performing the additional attention to such deviation at the time of submission and work with OWNER's employees) reasonable opportunity for ENGINEER has given written concurrence and approvf,: it; the introduction and storage of materials and equipment and the specific d.viation, nor shall any concurrence or appro%,tl the execution of work,and shall properly connect and coordi- by ENGINEER relieve CONTRACTOR from responsibility nate his Work with theirs. for errors or omissions in the Shop Drawings. 7.2. If any part of CONTRACTOR's Work depends for Continuing the Work: pi-ner execution or results upon the work of any �uci` other 6.29. CONTRACTOR shall carry on the Work and main- contractor or utility service company (or OWNER), t:ON- tain the progress schedule during all disputes or disagreement, TRACTOR shall inspect and promptly report to ENGINEER with OWNER. No Work shall be delayed or postprined pend- in writing any patent or apparent defects or deficiencies in ng resolution of any Aisputes or disagreements, except as such work that render it unsuitable for such proper execution CONTRACTOR and O VNER may otherwise agree in and results. CONTRACTOR's failure so to report shall con- writing, stitute an acceptance of the other work as fit and proper for integration with CONTRAC`rOR's Work except for latent or Indemnification: non-apparent defects and deficiencies in the other work. 6.30. To the fullest extent permitted by law, CON- 7.3. CONTRACTOR shall d� all cutting, fitting and TRACTOR shall indemnify and hold harmless OWNER and patching of his Work that may be required to make its several ENGINEER and their agents and employees from and against parts come together properly and integrate with such other all claims, damages, losses and expenses including but not work.CONTRACTOR shall not endanger any work of others limited to attorneys' fees arising out of or resulting from the by cutting, excavating or otherwise altering their work and performance of the Work, provided that any such claim, will only rut or alter their work with the written consent of damage, loss or expense (a) is attrtbu•able to bodily injury, ENGINEER and the others whose work will be affected. sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself) including the less of use resulting therefrom and(b)is caused in whole or in 7.4. If the performance of additional work by other con- part by any negligent act or omission of CONTRACTOR,any tractors or utility service companies or OWNER was not Subcontractot, anyone directly or indirectly employed by.iny noted in the Contract Documents, written notice thereof shall of them or anyone for whose acts anv of Lhem may be !ist le, he given to CONTRACTOR prior to starting any such addi- regardless of whether or not it is caused in part by a party tional work. If CONTRACTOR believes that the perforrr- indemnified nereunder. ante of such additional work by OWNER or others involves additional expense to CONTRACTOR or requires an ex- 6.31. In any and all claims against OWNER or ENGI- tension of the Contract Time, CONTRACTOR may make a NEER or any of their agents or employees by any employee of claim therefor as provided in Articles I 1 and 12. 16 ARTICLE 8—OWNER'S RESPONSIBILITIES _ progress and quality of the executed Work and to determine, in r;eneral, if the Work is proceeding in accordance with the A.I. OWNER shall issue all communications to Coitract Documents. ENGINEER will not be required 'o CONTRACTOR through ENGINEER. make exhaustive or continuous ori-site inspections to check ine quality or quantity of the Work. ENGiNEER's efforts 8.2. In case of termination of the employment of ENGI- will he directed toward providing for OWNER a greater de- NEER, OWNER shall appoint an engineer against whom gree of confidence that the completed Work will conform to CONTRACTOR makes no reasonable objection, whose the Contract Documents. On the basis of such visits and on- status under the Contract Documents shall be that of the site observations as an experienced and qualified design pro- fortne- ENGINEER. Any dispute in connection with such fessional, ENGINEER will keep OWNER informed of the appoinmeni shall be subject to arbitration. progress of the Work and will endea for to guard OWNER against defects and deficiencies in the Work. 8.3. OWNER shall furnish the data required of OWNER ,:nder the Contract Documents promptly and shall make pay- Clarifications and Interpretations: ments to CONTRACTOR promptly after they are due as 9.3. ENGINEER will issue with reasonable promptness provided in vararaphs 14.4 and 14.13. such written clarifications or interpretations of the Contract Documents tin the form of Drawings or otherwise)as ENGi- 9.4. OWNER's duties in respect of providing lands and NEER may determine necessary, which shall be consivent easements and providing engineering surveys to establish ref• with or reasonably inferable from the overall intent of the erence points are set forth in paragraphs 4.1 and 4.4 Para- Contract Documents. If CONTRACTOR believes that a writ- graph 4.2 refers to OWNER's identifying and making avail- ten clarification or interpretation justifies an increase in the able to CONTRACTOR copies of reports of investigations Contract Price or Contract Time,CONTRACTOR may make and tests of subsurface and latent physical :onditions at the a claim therefor as provided in Article I I or Article 12. site or otherwise affecting performance of the Work which have been relied upon by ENGINEER in preparing the Draw- Rejecting Defective Work: ings and Specifications. 9.4. ENGINEER. will have authority to disapprove or reject Work which is defective, and will also have authority to 8.5. OWNER's responsibilities in respect of purchasing require special inspection or testing of the Work as provided and maintaining liability and property i surance are set torch in paragraph I?9, whether or not the Werk is fabricated, in paragraphs 5.5 through 5.7. installed or completed. 8.6. In connection with OWNER's rights to request Shop Drawings, Change Orders andPa.vmenrs: changes in the Work in accordance with Article 10, OWNER (especially in certain instances as provided in paragraph 10.4) 9.5. In connection with ENG(NEER's responsibility for is obligated to execute CnangOrders. Shop Drawings and Samples, see paragraphs o.23 through 6.29 inclusive. 8.7. OWNER's responsibility in respect of certain inspections, tests and approvals is set forth in paragraph 13.4. 9.6. In connection with ENGINEER'S responsibilities as to Change Orders,see Articles 10, 11 anti 12. 8.8. In connection with OWNER's right to stop Work or suspend Work, see paragraphs 13.10 and I;.I. Paragraph 9.7 in connection with ENGINEER'S responsibilities in respect of Applications for Payi, ent,etc.,see Article 1•t. 15.2 deals with OWNER'S right to terminate seniors of CONTRACTOR under ertain circumstances. Project Representation: 9.8. If OWNER and ENGIN0.1k agree, ENGINEER will ARTICLE 9--ENGINEER'S STATE'S DURING furnish a Resident Project Representative to assist ENGI- CONSTRUCTiON NEER in observir+g the performance of the Work. The duties, �— responsibilities and limitations of authority of any such owner's Representative: Rr-Jdent Project Representative and assistants will be as 9.1. EMANEER will be OWNER's respresentative dur- provided in the Supplementary Conditions. If OWNER dos- ing the construction period. The duties and responsibilities ignates another agent to represent him the site who i< not and the limitations of authority of ENGINEER -.s OWNER's ENGINEER's agent or employee, the duties, responsiFtlitits representative during construction are set fo th in the Con- and limitations of authority of such other petson will i,e as tract Documents and hall not be extender witho,,t written provtdt-d to the supplementary Conditions. cor,sent of 0%NEi.anti ENGINEER. Decisions on Disagreements: Visits to Site: 9.9. ENGINEER will be the initial interpreter of the re- 9 2. ENUINEER will make visits to the site at intervals quirements of the Contract Documents and judge of the ac- appropriate tothe�ariousstages ofconstru,tiontoohservethe ceptability of the Work thereunder. Claims, disputes and 17 ti ather matters relating to the acceptability of the Work or the 9.14. ENGINEER will not be responsible for the acts or interpretation of the requirements of the Contract Documents omissions of CONTRACTOR or of any Subcontractors,or of pertainink to the execution and progress of the Work shall be the agents or employees of any CONTRACTOR or Subcon- referred initially to ENGINEER in writing with a request for a tractor, or of any other persons at the site or otherwise formal decision in accordance with this paragraph, which performing any of the Work. ENGINEER will render in writing within a reasonable time. Written notice of each such claim, dispute and other matter ARTICLE 10—CHANGES IN THE WORK shall be delivered by the claimant to ENGINEER and the other party to the Agreement within fifteen days of the occur- 10.1. Without invalidating the Agreement,OWNER may, rence of the event giving rise thereto, and written supporting at anv time or from time to time,order additions,deletions or data will be submitted to ENGINEER and the other party revisions in the Work; these will be authorized by Change within forty-five days of such occurrence unless ENGINEER Orders. Upon receipt of a Change Order, CONTRACTOR allows an additional period of time to ascertain more accurate shall proceed with the Work involved. All such Work shall be data. In his capacity as interpreter and judge ENGINEER will executed under the appi,:a►:,e conditions of the Contract not show partiality to OWNER or CONTRACTOR and will Documents. If any Change Order causes an increase or de- not be liable in connection with any interpretation or decision crease in the Contract Price or an extension or shortening of rendered in good faith in such capacity. the Contract Time, an equitable adjustment will be made as provided in Article I I or Article 11 on the basis of a claim 9.10. The rendering of a decision by ENGINEER pursu- made by either party. ant to paragraph 9.9 with respect to any such claim,dispute or other matter(except any which have been waived by the mak- 10.2. ENGINEFR may authorize minor changes in the ing or acceptance of final payment as provided in paragraph Work not involving an adjustment in the Contract Price or the 14.16) will be a condition precedent to any exercise by Contact Time, which are consistent with the overall intent of OWN FR or CONTRACTOR of such rights or remedies as the Contract Documents. These may be accomplished by a either may otherwise have under the Contract Documents or Field Order and shall be binding on OWNER, and also on at law in respect o f anv such claim,uispute or other matter. CONTRACTOR who shall perform the change promptly. If CONTRACTOR believes that a Field Order justifies an increase in tha Contract Price or Contract Time, CON- Limitations on ENGINEER's Responsibilities: TRACTOR may make a claim therefor as provided in Article 9.i 1. Neither ENGINEER's authority to act under this I 1 or Article 12, Article 9 or elsewhere in the Contract Documents nor anv decision made by ENGINEER ;n good faith either to exercise 10.3. Add,tional Work performed without authorization or not exercise such authority shall give rise to any duty or of a Change Order will not entitle CONTR,yCTOR to an in- responsibility of ENGINEER to CONTRACTOR, any Sub- crease in the Contract Price or an extension of the Contract contractor, any manufacturer, fabricator, supplier or dis- Time, except in -he case of an emergency as provided in p-a- tributor, or any of their agents or employees or any other graph 6.: �t as provided in paragraphs 10.2 and p irc;)n performing any of the Work. 13.9. y.12. Whenever in the Contract Documents the terms "as 10.4. OWNER shall execute appropriate Change Orders ordered", "as directed", "as required", "as allowed' or prepared by ENGINEER covering changes in the Work which terms of like effect or import are used, or the adjectives are required by OWNER, or required because of unforeseen "reasonable", "suitable", "acceptable", "prcpet" or physical conditions or emergencies, or because of uncovering "satisfactory" or adjectives of like effect or import are used, Work found not to be defective, or as provided in paragraphs to describe requirement, direction, review or judgment of 11.9 or 1!.10, or because of any other claim of CONTRAC- ENGINEER as to the Work, it is intended that such require- TOR for a change in the Contract Time or the Contract Price ment, direction, renew or judgment will be solely to evaluate which is recommended by ENGINEER. the Work for :ompliance with the Contract Documents (unless there is a specific statement indicating otherwise). the 10.5. If notice of any change affecting the general scope use of any such term or adjective never indicates that ENGI- of the Work or change in the Contract Price is required by the NEER shall have authority to supervise or direct p:rformance provisions of any Bond to be given to the Surety, it will be of the Work or authority to undertake responsibility contrary CONTRACTOR's responsibility to so notify the Surety, and to the provisions of paragraphs 9.13 or 9.14, the amount of each applicable Bond shall he adjusted accord- ingly. CONTRACTOR shall furnish proof of such adjust- 9.13. ENGINEER will not be responsible for CCN- menttoOWNER. TRACTOR's means, methods, technique. sequences or pro- ,edures of construction, or the safety pnrcautions and ARTICLE ll—CHANGE OF CONTRACT PRICE programs incident thereto, and ENGINEER wiil not be rc- -- - — sponsible for CONTRACTOR's failure to perf3rm the Work 11.1. The Contrac, Price constitutes the total in accordance with the Contract Documents. compensation (subject to authorized adjustments)payable to 18 CONTRACTOR fur performing the Work. All duties, re- 11.4.2. Cost of all materials and equipment furnished sponsibilities and obligations assigned to or undertaken by and incorporated in the Work,including costs of transpor- CONTRACTOR shall be at his expense without oliange in the ration and storage thereof, and manufacturers' field Contract Price. services required in connection therewith. All cash dis- counts sh-11 accrue to CONTRACTOR unless OWNER 11.2. The Contract Price may only be changed by a deposits funds with CONTRACTOR with which to make Change Order. Any claim for an increase in the Contract payments, in which case the cash discounts shall accrue to Price shall be based on written notice delivered to OWNE, OWNER. All trade discounts,rebates and refunds,and all and ENGINEER within fifteen days of the occurrence of the returns from sale of surplus materials and equipment shall event giving rise to the claim. Notice of the amount of the accrue to OWNER and CONTRACTOR shall make provi- ciaim with supporting data shall be delivered within forty-five Bions so that they may be obtained. days of such occurrence unless ENGINEER allows an addi- tional period of time to ascent,to accurate cost data. .411 11.4.3. Payments made by CONTRACTOR to the y claims for adjustment in the Contract Price shall be deter- Subcontractors for Work performed by Subconu actors. If 9$ mined by ENGINEER if OWNER and CONTRACTOR can- required by OWNER, CONTRACTOR shall obtain com- not otherwise agree on the amount involved. Any change in petitive bids from Subcontractors acceptable to CON- the Contract Price resulting from am such claim shall be in- TRACTOR and shall deli-et such bids to OWNER who corporated in a Change Order. will then determine, with the advice of ENGINEER,which t bods will be accepted. If a subcontract provides that the 11.3. The value of any Work covered by a Change Order Subcontractor is to be paid on the 5asis of Cost of the or of any claim for an increase or decrease in the Contract Work Plus a Fee, the Subcontractor's Cost of the Work Price shall be determined in one of the following ways: shall be determined in the same manner as CONTAC- TOR's Cost of the Work. All subcontracts shall be subject 11.3.1. Where the Work involved is covered by unit to the other provisions of the Contract Documents insoi r prices contained in the Contract Documents, by applica- as applicable. tion of unit prices to the quantities of the items involved (subject to the provisions of paragraph 11.9). l 1.4.4 Costs of special consultants(includ; a, but rot limited to, engineers, architects, testing laboratories, ,ur- 11 3.2. By mutual acceptance of a lump sum. veyors, lawvers and accountants) employed for ser ices 11.3.3 On the basis of the Cost of the Work (deter- specifically related to the Work. mined as provided in paragraphs 11.4 and 11.5) plus a 11.4.5. Supplemental costs including the following: Contractor's Fee for overhead and profit (determined as provided in paragraph 1 1.6). 11.4.5.1. The proportion of necessary trans- portation, travel and subsistence expenses of CON- Cost of the Work: TR.ACTOR's employees incurred in discharge of duties 11.4. The term C,,,t of the Work means the sum of all connected with the Work. costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work. Except as otherwise may be 11.4.5.2. Cost, including transportation and agreed to in writing by OWNER, such costs shall be in maintenance, of all materials, supplies, equipment, amounts no higher than those prevailing in the locality of the machinery, appliances, office and temporary facilities Project, shall include only the following items and shall not at the site and hand tools nit owned by the workmen, include any of the costs itemized in paragraph 11.5: which are consumed in the performance of the Work, and cost less market value of such items used but not 11.4.1. Payroll costs for employees in the direct consumed which remain the property of CON- employ of CONTRACTOR in the performance of the TRACTOR. Work under schedules of job classifications agreed upon by OWNER and CONTRACTOR. Pa"toll costs for em- 11.4.5.3. Rentals all construction equipment:.1dmachinery and the parts s thereof whether rented from ployees not employed full time on the Work shall be appor- tioned on the basis of their time spent on the Work. CONTRACTOR approved by OWNER with the advice of Payroll costs shall tr. r: e, but not be limited 'o, salaries ENGINEER, and the costs of transportation, loading, and wages plus the cost of fringe benefits which shall unloading, installation, dismantling and removal include social security contributions, unemployment, thereof—all in accordance with terms of said rental excise and payroll taxes, workers' or workmen's contpen- agreements. The rental of any such equipment, cation, health and retirement benefits, bonuses,sick leave, machinery parts shall cease when the use thereof is vacation and holiday pay applicable thereto.Such employ- no longer necessary for the Work. ees shall include superintendents and foremen a, the site. The expenses of performing Work after regular working 11.4.5.4. Sales, use or similar taxes related to the hours,on Sunday or legal holidays,shall be included in the Work, and for which CONTRACTOR is liable, above to the extent authorized by OWNER. imposed by any governmental authoritv. 19 11.4.5.5. Deposits lost for causes other than CCN- Contract Documents to purchase and maintain the same TRACTOR's negligence, royalty payments and fees for (except for additional Bonds and insurance required be permits and licenses. cause of changes in the Work). 11.4.5.6. Losses and damages (and related 11.5.5. Costs due to the negligence of CONTRAC- expenses), not compensated by insurance or otherwise, TOR, any Subcontractor, or anyone directly or indirectly to the Work or otherwise sustained by CONTRACTOR employed by any of them of for whose acts any of them in connection with the execution of the Work, provided may be liable, including but not limiter: to, the correction they have resulted from causes other than the negligence of defective W,)rk, disposal of materials or equipment of CONTRACTOR, any Subcontractor, or anyone di- wrongly supplied and making good any damage to rectly or indirectly employed by any of them or for property. whose acts any of them may be liable. Such losses shall include settlements made with the written consent and 11.`.6. Otter overhead or general expenat costs of any approval of OWNER. No such losses, damages and ex- kind ,tnd the costs of any item not specifically and rinses shall be included in the Cost of the Work for the expressly included in paragraph 11.4. purpose of termining Contractor's Fee. If. however, any such loss or damage requires reconstruction and Contractor's Fee. CONTRACTOR is placed in charge thereof, CON- 11.6. The Contractor's Fee allowed to CONTRACTOR TRACTOR shall be paid for services a fee proportion- for overhead and profit shall be determined as follows: ate to that stated in paragraph t 1 6.2. 11.6.1. a mutually acceptable fired Fee; or if none can 11.4.5.7. T9e cost of utilities, fuel and sanitary be agreed upon, fa:ilities at the site. 11.6.2. a fee based on the following percentages of the 11.4.5.9. Minor expenses such as telegram!, long various portions of the Cost of the Work: distance telephone calls, telephone service at the site, expressage and similat petty cash items in connection )),6.2.1, for costs incurred under paragraphs with the Work. 11.4.1 and 11.4.2, the Contractor's Fee shall he ren percent, 11.4.5.9. Cost of premiums for additional Bonds and insurance required because of changes in the Work. 11.6.2.2. for• costs incurred under paragraph 11.4.3,the Cont-actor's Fee;hall be rive percent;and if 11.5. The term Cost of the Work ,hall not include anv of a subcontract is on the basis of Cost of the Work Plus a the following: Fee, the maximum allowable to the Subcontractor is a fee for overhead and profit shall be ten percent,and I:._.1. Payroll costs and other compensation of CON- TRACTOR's officers, executives, principals (of partner- 11.6.2.3. no fee _hall be payable on the basis of ship and :;ole proprietorships), general managers, costs itemized under paragraphs I' 4.4, 11.4.5 and engineers, architects, estimators, lawyers, auditors, 11.5. accountants, purchasing and contracting agents, expedi- tors, timekeepers, clerks and other personnel ernploved by 11.7. The amount of credit to be allowed by CONTRAC- CONTRACTOR whether at the site or in his principal or a TOR to OWNER for anv such change which results in a net branch office for general zdmiaistration of the Work and decrease in cost,will he the amount of the actual net decrease. not specifically included in the agreed upon schedule cf job When both additions and credits are involved in any one classifications referred to in subparagraph 11.4.1—all of change, the combin^d overhead and profi, shall be figured on which are to be:onsidered administrative costs covered by the basis of the net increase,if anv. the Contr,ictor's Fee. ,4djustment of Unit Prices: 11.5.2. 2"pense-s of t_ONTRACTOR's principal and 11.9. Whenever the cost of anv Work is to be determined branch offices other than CONTRACTOR', office at the pursuant to paragraphs 11.4 and 11.5, CONTRACTOR will site. ubmit in form acceptable to ENGINEER an itemized cos; breakdown together with supporting data. 11.5.3. Anv part of C.'ONTRACTOR's capital ex- penses, inclt:ding interest c.o CONTRACTOR's capital 11.9. Where the quantity of Work with respect to aro• employed for the Work and charges against CON- item that is covered by a unit price differs materially ani sig. TRACTOR for delinquent payments. nificantly from the quantity of such Work indicated in the Contract Documents, an appropriate Change Order shall be 11.5.4 Cost of premiums for all Bonds and for all in issued on recommendation of ENGINI FER to adjust the unit surance whether or not CONTRACTOR is required by the price. 20 Cash.4lluwances: Access to Work: 11.10. it is understood that CONTRACTOR has included 13.2. ENGINEER and ENGINEER's representatives, in the Contract Price all allowances.;o named in the Contract other representatives of OWNER, testing agencies and gov- Documents and shall cause the Work so covered to be done by ernmental agencies with jurisdictional interests will have ac- such Subcontractors,manufacturers,fabricators,suppliers or cess to the Work at reasonable times for ,heir observation, in- distributors and for such sums within the limit of the allow- spection and testing. CONTRACTOR shall provide proper ances as may ho acceptable to ENGINEER. Upon final pay- and safe conditions for such access. ment, the Contract Price shall be adjusted as required and an Tests and Inspections: appropriate Change Order issued. CONTRACTOR agrees that the original Contract Price includes such sums as CON- 13.3. CONTRACTOR shall give ENGINEER timely TRACTOR deems proper for costs and profit on account of notice of readiness of the Work for all required inspections cash allowances. i:o demand for additional cost or profit in tests or approvals. connection therewith will be valid. 13.4, if any law, ordinance, rule, regulation, Gude, or order of any public body having jurisdiction requires any Work (or part ;hereof) to specifically be inspected, tasted or ARTICLE 12—CHANGE OF 'THE CONTRACT TIME approved, CONTRACTOR shall assume Full responsibility therefor, pay all costs in connection therewith and furnish 12. The Contract Time may only be changt l by a ENGINEER the required certificates of inspection testing or Change Order. Any claim for an extension in the Contract approval. CONTRACTOR shall also be responsible for and Time shall be based on written notice delivered to OWNER shall pay all costs in connection with any inspection or testing and ENGINEER within fifteen days of the occurrence of the required in connection with OWNER's or ENGiNEER's ac- event giving rise to the claim. Notice of the e-ttent of the claim ceptance of a manufacturer, fabricator, supplier or distrib- with supporting data shall be delivered within forty-tive days utor of materials or equipment proposed to be incorporated in of such occurrence unless ENGINEER allows an additional the Work, or of materials or equipment submitted for ap- period of tithe to ascertain more accurate data. All claims for proval prior to CON'fRACTOR's purchase th►reof for incor- adjustment in the Contract Time shall be determined by poration in the Work. The cost of all other inspections, tests ENGINEER if OWNER and CONTRACTOR cannot other- and approvals required by the Contract Documents shall be wise agree. Any change in the Contract Time resulting from paid by OWNER(unless otherwise specified). any such claim shall be incorporat:d in a Change Order. 13.5. All inspections, tests or approvals other than those 12.2. The Contract Time will be extended in an amount required by law, ordinance, rule, regulation, code or order of equal to time lost due to delays beyond the zontrol of CON- any public body having j,j-isdiction shall be performed by or- TRACTOR if a claim is made therefor as provided in para- ganizations acceptable to OWNER and CONTRACTOR (or graph 12.1. Such delays shall include, but not be limited to, by ENGINEER if so specified). acts or neglect by OWNER or others performing additional Work as contemplated by Article 7, or to fires. floods, labor 13.6. If any Work that is to be inspected, tested or ap- disputes, epidemics, abr Neal weather conditions, or acts of proved is covered without written concurrence of ENCi- God. NEER, it must, if requested by ENGINEER, be uncovered for observation. Such uncovering shall be at CONTRAC- 12.3. All time limits stated in the Contract Documents are TOR's expense unless CONTRACTOR has given ENGI- of the essence of the Agreement.The provisions of this Article NEER timely notice of CONTRACTOR's intention to cover 12 shall not exclude recovery for damages(including compen- such Work and ENGINEER has not acted with reasonable sation for additional professional services) for delay by either promptness tr response to such notice. party. 13.7. Neither observations by ENGINEER nor inspec- tions, tests or approvals by others shall relieve CONTRAC- ARTICLE 13—WARRANTY AND GUARANTEE; TOR from his obligations to perform the Work in accordance TESTS AND INSPECTIONS; CORREC- vith the Contract Documents. TiON,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK Uncovering Work: 13.8. If any Work is covered contrary to the written re- Warranty and Guarantee: quest of ENGINEER, it must, if requested by ENGINEER, 13.1. CONTRACTOR warrants and guarantees to be uncovered for ENGINEER's observation and replaced at OWNER and ENGINEER that all Work will be in accordance CONTRACTOR's expense. with the Contract Documents and will not be defective. Prompt notice of all defects shall be given to CONTRAC• 13.9. If ENGINEER considers it necessary or advisable TOR. All defective Work, whether or not in place, may be that covered Work be observed by ENGINEER or inspected rejected,corrected or accepted as provided in this Article 13. or tested by others, CONTRACTOR, at ENGINEER's re- 21 quest, shall uncover, expose or otherwise make available for of final payment, a Change Oder shall be issued incorporat- , observation, inspection or testing as ENGINEER may re- ing the necessary rrvis'ons in Vie Contract Documents,includ- quire, that portion of the Work in question, furnishing all ing appropriate reduction in the Contract Price; or, if the ac- necessary labor, material and equipment. If it is found that ceptance occurs a.ter such recommendation, an appropriate such Work is defective,CONTRACTOR shall bear all the ex- amount shall be paid by CONTRACTOR to OWNER. penses of such uncovering, exposure, observation,inspection OWNER May Correct Drjecrive Work: and testing and of satisfactory reconstruction,including com- 13,14. If CONTRACTC R fails within a reasonable time pensation for additional professional services, and an appro- after written notice of ENGINEER to proceed to correct and priate deductive Change Order shall be issued. If, however, stv:h Work is not found to be defective,CONTRACTOR shall to correct defectis- Work or to remove and replan rejected 1,e allowed an increase in the Contract Price or an extension of Work as required by ENC(NEER in accordance with para- the Contract Time, or both,directly attributable to such un- graph 13.11,or if CONTRACTOR fails to perform the Work covering, exposui e, observation, inspection, testing and in accordance with the Contract Documents(including any re- reconstruction if he makes a claim therefor as provided in quirements of the progress schedule), OWNER may, after sever. days' written notic: to CONTRACTOR, correct and Articles 1 I and 12. remedy any such deficiency. In exercising his rights under this Owner,Nav Stop the Work: paragraph OWNER shall proceed expeditiously.To the extent 13.10. If the Work is defective, or CONTRACTOR fails necessary to complete corrective and remedial action, to supply sufficient skilled workmen or suitable materials or OWNER may exclude (ONTRACTOR from all or part of equipment, OWNER may order CONTRACTOR to stop the the site, take possession of all or part of the Work, and sus- Work, or any portion thereof, until the cause for such order pend CONTRACTOR'S services related thereto, take posses- has been eliminated; however, this right of OWNER to stop sion of CONTRACTO�R's tools, appliances, construction the Work shall not give rise to any duty on tt.e part of equipment and machir ery at the site and incorporate in the OWNER to exercise this right for the benefit of CONTRAC- Work all materials and equipment stored at the site or for TOR or any other party. which OWNER has paid CONTRACTOR but which are stored elsewhere. C')NTRACTOR shall allow OWNER. CorreNion or Removal of Defective Work: OWNER's represent:fives, agents and employees such access 13.11. If required by ENGINEER,CONTRACTOR shall to the site as may be iecessary to enable OWNER to exercise promptly,without cost to OWNER and as specified by ENGI- his rights under this )aragraph.All direct and indirect costs of NEER,either correct any defective Work,whether or not fab- OWNER in exercis ng such rights shall be charged against ricated. installed or completed, or, if the Work has been re- CONTRACTOR.in an amount verified by ENGINEER,and a jected by ENGINEER, remove it from the site;end replace if Change Order shalt be issued incorporating the necessary revi- sions in the Conrrr ct Documents and a reduction in the Con- with nondefectise Work. tract Price.Such direct and indirect costs shall include,in par- ticular but witho it limitation, compensation for additionttl One Year Correction Period: professional ser ices required and all costs of repair and 13.12. If within one year after the date of Substantial replacement of v ork of others destroyed or damaged by cor- Completion or such longer period of time a! may be pre- rection, remove or replacement of CONTRACTOR's defec- scribed by law or by the terms of any app icable special tive Work.COiITRACTOR shall not be allowed an extension guarantee required by the Contract Document.,or by any spa- of the Contrac Time because of any delay in performance of cific provision of the Contract Documents, any Work is the Work at,ributable to the exercise by OWNER of found to be defective, CONTRACTOR shall promptly, OWNER's HL'Its hereunder. without cost to OWNER and in accordance With OWNER's written instructions,either correct such defective Work,or, if ARTICLE 14—PAYMENTS TO CONTRACTOR AND it has been rejected by OWNER, remove it from the site and COMPLETION replace it with nondefective Work. If CONTRACTOR does not promptly comply with the terms of such ing tructions,or in Schedules: an emergency where delay would cause serious risk of loss or 14.1 At least ten days prior to submitting the first Apph- damage, OWNER may ha%e the defective. Werk corrected or cation for a progress payment, CONTRACTOR shall(except the rejected Work removed and replaced, and all direct and as otherwise specified in the General Requirements)submit to indirect costs of such removal and replacement, including ENGINEER a progress schedule, a final schedule of Shop compensation for additional professional services, shall be Drawing submission rind where applicable a schedule of val paid by CONTRACTOR. ues of the Wor k. These schedules shall he satisfactory in form and substance to ENGINEER.The schedule of slues shall±n- Acceptance of Defective Work: elude quantitks and unit prices aggregating the Contract 13.13. if. instead of requiring correction or removal and Price, and shall subdivide the Work into component parts in replacement of defective Work. OWNER (and, prior to sufficient detail to serve as the basis for progress payments ENGINEER's recommendation of final payment,also ENGI- during :onstructiun. Upon acceptance of the schedule of vel NEER)prefers to accept it,OWNER may do so. In such case, ties by ENGINEER, it shall be incorporated into a form of if acceptance occurs prior to ENGINEER's recommendation Application for Payment acceptable to ENGINEER. 22 r� Application for Progre.�s Pavment: However, by recommending any such payment ENGINEER 14.2. At least ten days before each progress payment falls will not thereby be deemed to have represented that exhaustive due(but not more often than once a month). CONTRACTOR or continuous on-site inspections have been made to check the shall submit to ENGINEER for review an Applic,tion for quality or the quantity of the Work, or that the means, Payment filled out and signed by CONTRACTOR covering method, techniques, sequences, and procedures of construc- the W,)rk completed as of the date of the Application and tion ha-.c been reviewed or that any examination has been accompanied by such supporting documentation as is made to ascertain how or for what purpose CONTRACTOR required by the Contract Documents and also as ENGINEER has used the moneys paid or to be paid to CONTRACTOR on may reasonably require. If payment is requested on the basis account of the Contract Price, or that title to any Work, of materials and equipment not incorporated in the Work but materials of -quipment has passed to OWNER free and clear delivered and suitably stored at the site or at another location of any Liens. agreed to in writing,the Application for Payment shall also be accomprnied by such data, satisfactory to OWNER, as will 14.6. ENGINEER's recommendation of final payment establish OWNER's t;tle to the material and equipment and will constitute an additional representation by ENGINEER to protect OWNER's interest therein, including applicable OWNER that the conditions precedent to CONTRACTOR's insurance. Eacn subsequent Application for Payment shall being entitled to final payment as set forth in paragraph 14.13 include an affidavit of CONTRACTOR stating that all have been fulfilled. previous progress payments received on account of the Work have been apFlied to discharge in full all of CONTRACTOR'S 14.7. ENGINEER may refuse to recommend the whole or obligations reflected in prior Applications for payment. The any part of any payment if, in his opinion, it would be incor- amount of retainage with respect to progress payments will be rect to make such representations to OWNER. He may also as stipulated in the Agreement. refuse to recommend any such payme•it,or,because of subse- quently discovered evidence or the esults of subsequent in- CONTRAC.-TOR's Warranty of Title: spections or tests,nullify and such payment previously recont- 14.3. CONTRACTOR warrants and guarantees that title mended to such extent as may be necessary in ENGINEER'S to all Work, materials and equipment covered by any Appli- opinion to protect OWNER frorr loss because: cation for Payment, whether incorporated in the Project or not, will pass to OWNER at the time of pavment free and 14.7.1. the Work is defective, or completed Work has clear of all liens, claims, security interests and encumbrances been damaged requiring c.�rrection or replacement, (hereafter in these G-neral Conditions referred to as 14.7.2. written claims have been made against "Liens' ). OWNER or Liens have been filed in connection with the Review of Applications for Progress Pavment: Work, 14.4. ENGINEER will, within ten days after receipt of 14.7.3. the Contract Price has been reduced because of each A'tpplication for Payment,either indicate in writing a rec- Modifications, ommendation of pavment and present the Application to OWNER, or return the Application to CONTRACTOR indi- 14.7.4. OWNER has been required to correct de.ective catirg in writing ENGINEPR's reasons for refusing to recom- Work or complete the Work in accordance with pa,agraph mend payment. In the latter :ase,CONTRACTOR may make 13.14, the necessary corrections and resubmit the .tpplication. OWNER shall, within ten days of presentation to him of the 14.'.!. of CONTRACTOR's unsatisfactor, prosecu- Application for Payment with ENGINEER', recommenda- tion of the Work in accordance with thr Contract tion pay CONTRACTOR the amount recommended. Documents,or 14.5. ENGINEER's recommendation of any payment re- 14.7.6. CONTRACTOR's failure to male payment to quested in an Application for Payment will constitute a rep- Subcontractors,or for labor,materials or eedipment. :esentation by ENGINEER to OWNER, based on ENGI- NEER's on-site observations of the Work in progress as an Substantial Completion: experienced and qualified design ;professional and on ENGI- 14.8. When CONTRACTOR considers the entire Work NEER's review of the Applicz.t,on for Payment and the ready for its intended use CONTRACTOR ,hall,in writing to accompanying data and sched-pies that the Work has pro OWNER and ENGINEER, certify that the entire Work is gressed to the point Indic sted, that, to the best of substantially complete and request that ENGINEER issue a ENGINEER's knowledge, information and belief, the qur.lity certificate of Substantial Completion. Within a reasonable of the Work is in accordance with the Contract Documents time thereafter. OWNER, CONTRACTOR and ENGINEER (subject to an evaluation of'the Work as a functioning''roject shall make an inspection of the Work to determine the status upon Substantial Completion,to the results of any subsequent of completion. If ENGINEER does nct consider the Work tests called for in the Contract Documen.s and any qualifica- substantially complete, ENGINEER will notif- .'ONTRAC- tions stated in the recommendation: and that C;ONTRAC- TOR in writing giving his reasons therefor. If ENUINEER TOR is entitled to payment of the amount recommended. considers the Work substantially complete, ENGINE-ER will 23 prepare and deliver to OWNER a tentative certificate of Sub- of Substantial Completion as to that part of the Work, stantial Completion which shall fix the date of Substantial attaching thereto a tentative list of items to be completed Completion. There shall be attached to the certificate a terata- or corrected before final payment. Prior to issuing a certi- live list of items to be completed or corrected before final pay- ficate of Substantial Completion as to part of the Work ment. OWNER shall have sever,days after receipt of t'te ten- ENGINEER will deliver to OWNER and CONTRACTOR tative certificate during which he may make written cbjection a written recommendation as to the division of responsi- to ENGINEER as to any provisions of the cert.ficate or bidties pending final payment between OWNER and CON- attached list. If, after considering such objections, ENGI- TRACTOR with respect to security, operation, safety, NEER concludes that the Work is not substantially complete, maintenance, utilities and insurance for that part of the ENGINEER will within fourteen days after submission of the Work which shall become binding upon OWNER and tentative certificate to OWNER notify CONTRACTOR in CONTRACTOR at the time of issuing the definitive cer- writing,stating hi, reasons therefor. If,after consideration of tificate of Substantial Completion as to that part of the OWNER's objections, ENGINEER considers the Work sub- Work unless OWNER and CONTRACTOR shall have stantially complete, ENGINEER will within said fourteen otherwise agreed in writing and so informed ENGINEER. days execute and deliver to OWNER and CONTRACTOR a OWNER shall have the right to exclude CONTRACTOR definitive certificate of Substantial Completion(with a revised from any part of the Work which ENGINEER has so certi- tentative list of items to be completed or corrected)reflecting fied to be substantially complete, but OWNER shall allow such changes from the tentative certificate as he believes justi- CONTRACTOR reasonable access to complete or correct fied after consideration of any objections from OWNER. At items on the tentative list. the time of delivery of the tentative certificate of Substantial Completion ENGINEER will deliver to OWNER and CC)N- 14.10.2. In lieu of the issu.,nce of a certificate of Sub- TRACTOR a written recommendation as to division of re- stantial Completion as to part of the Work,OWNER may sponsibilities pending final payment between OWNER. and take over operation of a facility constituting part of the CONTRACTOR with respect to security, operation, safety, Work whether or not it is substantially complete if such maintenance, heat, utilities and insurance. Unless O'NNER facility is functionally and separately useable; provided .:ud CONTRACTOR agree otherwise in writing and so in- that prior to any such takeover,OWNER and CONTRAC- form ENGINEER prior to his issuing the definitive certificate TOR have agreed as to the division of responsibilities of Substantial Completion ENGINEER's aforesaid recom- between OWNER and CONTRACTOR for security,oper- mendation will be binding on OWNER and CONTRACTOR ation. safety, maintenance, correction period, heat, utili- until final payment. ties and insurance with respect to such facility. 14.9. OWNER Shall have the right to exclude CON- 14.10.3. No occupancy of part of the Work or taking TRACTOR from the Work after the date of Substantial Com- over of operations of a facility will be accomplished prior pletion, but OWNER shall allow CONTRACTOR reasonable to compliance with the requirements of paragraph 5.14 in access to complete or correct items on the tentative list. respect of property insurance. Partial Utilltation: Final Inspection: 14.10. Use by OWNER of comp( ted portions of the 14.11. Upon written notice from CONTRACTOR that Work may be accomplished prior to Substantial Completion the Work is complete, ENGINEER will make a final inspec- of all the Work subject to the following: tion with OWNER and CONTRACTOR and will notify 14.10.1. OWNER at any time may request CON- CONTRACTOR in writing of ;II particulars in which this in- TRACTOR in writing to permit OWNER to use my part spection reveals that the Werk is incomplete or defective. of the Work which OWNER believes to be substantially CONTRACTOR shall immediately take such measures as are complete and which inay be so used without significant necessary to remedy such deficiencies. interference with construction of the other parts of the Final Application for Payment: Work. If CONTRACTOR agrees, CONTRACTOR will certify to OWNER and ENGINEER that said part of the 14.12. After CONTRACTOR has completed all such cor- Work is substantially complete and requvt ENGINEER to rections to the satisfaction of ENGINEER and delivered all issue a certificate of Substantial Completitn for that part mainten,nce and operating instructions, schedules, guaran- of the Work. Within a reasonable time thereafter tees, Ponds, certificates of inspection, marked-up record OWNER, CONTRACTOR and ENGINEER shall make documents and other documents—all as required by the Con- an inspection of that part of the Work to determine its tract Documents,and after ENGINEER has indicated that the status of completion. If ENGINEER does not consider Work is acceptable (subject to the provisions of paragraph that part of the Work to be substantially complete, EN- 14.16), CONTRACTOR may make application for final pay- GINEER will notify OWNER and CONTRACTOR in ment following the procedure for progress payments. The writing giving his reasons therefor. If ENGINEER con- final Application for Payment shall be accompanied t-v all siders that part of the Work to be substantially complete, documentation callcd for in the Contract Documents and such ENGINEER will execute and deliver to OWNER and other data and schedules as ENGINEER may reasonably re- CONTRACTOR a certificate to that effect, "xing the date quire, together with complete and legally effective releases or 24 waivers (satisfactory to OWNER) of all Liens arising out of shall be absolute. Neither recommendation of any progress or or filed in connection with the Work. In lieu thereof and as final payment by ENGINEER, nor the issuance of a certifi- approved by OWNER. CONTRACTOR may furnish receipts car:c r Substantial Completion,nor any payment by OWNER ,4 or releases in full:an affidavit of CONTRACTOR that the re- to CONTRACTOR under tht Contract Documents, nor any E leases and receipts incluse all lac..' services, material and use or occupancy of the Work or any part thereof by equipment for which a Lien could be filed, and that all pay- OWNER, nor any act of ,acceptance by OWNER nor any rolls, material and equipment bills, and other indebtedness failure to do so, nor the issuance of a notice of acceptability y connected with the Werk for which OWNER or his property by ENGINEER pursuant to paragraph 14.13, nor any correc- might in any way be respor.si'_.ie,have been paid or otherwise tion of defective Work by OWNER shall constitute an accept- satisfied; and consent of the Sure,y, if any, to final payment. ance of Work not in accordance with the Contract Documents If any Subcontractor, manufacturer, fabricator, supplier or or a release of CONTRACTOR's obligation to perform the distributor fails to furnish a release or receipt in full, CON- Work in accordance with the Contract Documents. TRACTOR may furnish a Bond or other collateral satisfac- t-r,:o O'.'/NER to indemnify OWNER against any lien. Waiver of Claims: 14.16. The making and acceptance of final payment shall Final Payment and Acceptance: constitute: 14.13. if, on the basis of ENGiNEER's observation of the Work during construction and final inspection, and 14.16.1. a waiver of all claims by OWNER against ENGiNEER's review of the final Application for Payment CONTRACTOR, except claims arising from unsettled and accompanying doc.imentation—all as required by the Liens, from defective Work appearing after final inspec- Contract Doc,ments, ENGINEER is satisfied that the Work tion pursuant to paragraph 14.11 or from failure to has been completed and CONTRACTOR has fulfilled all of comply with the Contract Documents or the terms of anv his obligations under the Contract Documents, ENGINEER special guarantees specified therein; however, it shall not will, within ten days after receipt of the final Application for constitute a waiver by OWNER of any rights in respect of Payment, indicate in writing his recommendation of payment CONTRACTOR's continuing obligations under the a,d present th- Application to OWNER for payment. There- Contract Documents;and upon ENGINEER will give written notice to OWNER and CONTRACTOR that the Wurk is acceptable subject to the 14.16.2. a waiver of all claims by CONTRACTOR provisions of paragraph 14.16. Otherwise, ENGINEER .vill against OWNER other than those previously made in writ- return the Application to CONTRACTOR, indicating in ing and still unsettled. writing the reasons for refusing to recommend final pay- ment,in which case CONTRACTOR shall make the necessary corrections and resubmit the Application. if the Application ARTICLE 15—SUSPENSION OF WORK AND and accompanying documentation are appropriate as to form TERMINATION and substance,OWNER shall, within thirty oat's after receipt thereof pay CONTRACTOR the ,.,nouns recommended by Owner May Suspend Work: ENGINEER. 15.1. OWNER may, at anytime and without cause, sus- 14.14. us-14.l4. If,through no fault of CONTRACTOR,final com- pend the Work or any portion thereof for a period of not pletion of the Work is significantly delayed thereof and if mo•e than ninety days by notice in writing to CONTRAC- ENGINEER so confirms, OWNER shall, upon receipt of TOR and ENGINEER which shall fix the date on which Work CONTRACTOR's final Application for Payment and recom- shall be resumed. CONTRACTOR shall resume the Work on mendation of ENGINEER, and without terminating the the date so fixed. CONTRACTOR will be allowed an increase Agreement,make payment of the balance due for that portion in the Contract Price or an extension of the Contract Time,or of the Work fully completed and accepted. If the remaining both. directly attributable to any suspension if he makes a balance to be held by OWNER for Work not fully comoieted Maim therefor as provided in Articles I I and 12. or corrected is less than the retainage stipulated in the Agree— ment, and if Bonds have been furnished as required in para- graph 5.1,the written consent of the Surety to the payment of 15.2. Upon the occurrence of any one or more of the the balance due for that portion of the Work fully completed following events: and accepted shall be submitted by CONTRACTOR to EN- GINEER with the Application for such payment. Such pay- 15.2.1. if CONTRACTOR is adjudged a bankrupt or ment shall be made under the terms and conditions governing insolvent, final payment, except that it shall not constitute a waiver of clainis. 15.2.2. if CONTRACTOR makes a general assign- ment for it a benefit of creditors, Contractor's Continuing Obligation: y 14.13. CONTRACTOR's obligation to perform and com- 15.2.x. if a trustee or receiver is appointed for CON- plete tate Work in accordance with the Contract Documents TRACTOR or for any of CONTRACTOR's property, 23 15.2.4. if CONTRACTOR files a petition to :ake ad- Contractor May Stop Work or Terminate: vantage of any debtor's act, or to reorganize under the 15.5. If, through no act or fault of CONTRACTOR, the bankrrpt,:y or similar laws, Work is suspended for a period of more than ninety days by OWNER or under an order of court or other public authority, 15.2.5. if CONTRACTOR, repeatedly fails to supply or ENGINEER fails to act on any Application for Payment sufficient skilled workmen or suitable materials or within thiry days after it is submitted, or OWNER fails for equipment, thirty days to pay CONTRACTOR any sum finally deter- mined to be due, then CONTRACTOR may, upon seven 15.2.6. if CONT RAC FOR repeo•edly fails to make days' written notice to OWNER and ENGINEER, terminate prompt payments to Subcontractors or toy labor,materials the Agreement and recover from OWNER payment for all or equipment. Work executed and any expense sustained plus reasonable termination expenses. In cd.reion and in lieu of terminating 15.2.7, if CONTRACTOR disregards laws, ordi- the Agreement, if ENGINEER has failed to act on an Appli- nances, rules, regulations or orders of any public body cation for Payment or OWNER has failed to make any pay- having jurisdiction, ment as aforesaid, CONTRACTOR may upon seven days' notice to OWNER and ENGINEER stop the Work until pav- 15.2.8. if CONTRACTOR disregards the authority of meat of all amounts then due. Th,! provisions of this para- ENGINEER,or graph shall not relieve CONTRACTOR of his obligations under paragraph 6.29 to carry on the Work in accordance 15.2.9. if CONTRACTOR otherwise violates in any with the progress schedule and without delay during disputes substantial way any provisions of the t,ontract and disagreements with OWNER. Documents, OWNER may after giving CONTRACTOR and his Surety ARTICLE 16—.ARBITRATION ` seven days' written notice.. terminate the services of CON- 16.1. All claims, disputes and o.her matters in question TRACTOR, exclude CONTRACTOR from the site and take between OWNER and CONTRACTOR arising out of, or re- possession of the Work and of all CONTRACTOR's tools, appliances. construction equipment and machinery at the site laung to the Contract Documents or the preach thereof except and use the same to the Pill extent they could be used by CCN- for claims which have been waived by the making or accept- and of final payment as provided by paragraph 14.16, shall TRACTOR (without liability to CONTRACTOR for trespass or conversion), incorporate in the Work all materials and be decided by arbitration in accordance with the Construction equipment stored at the site or for which OWNER has paid Industry. Arbitration Rules of the American Arbitration Asso- CONTRACTOR but which are stored elsewhere, and finish ciation then obtaining subject to the limitations of this Article the Work as OWNER may deem expedient. In such case 16. This agreement so to arbitrate and any other agreement or CONTRACTOR shall not be entitled to receive any further consent to arbitrate entered into in accordance herewith as payment until the Work is finished. If the unpaid balance of provided in this Article 16 will be specifically enforceable the Contract Price exceeds the direct and indirect costs of under the prevailing arbitration law of any court having juris- completing the Work, including compensation for aOditional diction. professional services,such eice.:;shall be paid to CONTRAC TOR. If such costs exceed such unpaid balance, CONTRAC- 16.2. No demand for arhitra,ion of any claim, dispute or other matter that is required to be referred to ENGINEER ini- TOR shall pay the difference to OWNER.Such costs incurred Bally For decision in accordance with paragraph 9.9 shall be by OWNER shall be verified by ENGINEER and incorpo- rated in a Change Order, but in finishing the Work OWNER made until the earlier of (a) the date on which ENGINEER shall not be required to obtain the lowest figure for the Work has rendered a decision or (b) the tenth day after the parties performed have presented their evidence to ENGINEER if a written deci sion has not been rendered by ENGINEER before that date. 15.3. Where CONTRACTOR's services have been so No demand for arbitration of any such claim,dispute or other terminated by OWNER, the termination shall not affect any matter shall be made later than thirty days after the date on rights of OWNER against CONTRACTOR then existing or which ENGINEER has rendered a written decision in respect which may thereafter accrue. Any retention or payment of hereof in accordance with paragraph 9.9: and the failure to monevs due CONTRACTOR fy OWNER will not release demand arbitration within said thirty days'period shall result CONTRACTOR from liability. in ENGINEER's decision being final and binding upon OWNER and CONTRACTOR, If ENGINEER renders a de- cision after arbitration proceedings have been initiated, such 15.4. Upon seven days'written notice to CONTRACTOR decision may be entered as evidence but shall not supersede and ENGINEER, OWNER may, without cause and without the arbitration proceedings, except where the decision is prejudice to any other right or remedy, elect to abandon the acceptable to the parties conce�ned. Work and terminate the Agreement. In such case, CON TRACTOR shall be paid for all Work executed and any ex- 16.3. Notice of the demand for arbitration shall be filed in pense sustained plus reasonable termination expenses. writing with the other party to the Agreement and with the 26 American Arbitration A_sociation.and a copy shall be sent to been validly given if oe)ivere,i in person to the individual ur to ENGINEER for information. The demand for arbitration a memhei of the firm or to an officer of the rorvoration fot shall be made within the thirty-day period specified i-i para- whom it is intended, or if delivered at or sent by registered or graph 16.2 where applicable, and in all other ca-.es within a certifiers m dl, postage or^paid, to the last business address reasonable time after the claim, dispute or other matter in known to the giver of the notice. question has arisen,and in no event shs!1 any such demand be made after institution of legal or equitable proceedings based on such claim, dispute or oth:r matter in question would be Cornputanan of Time: barred by the applicable statute of limitations. 1 .2. When any period of time is referred to in the Con- 16.4. No arbitration arising out of or relating to the Con- tract Documents by days, it shall be computed to exclude the tract Documents shbll include by consolidation, joinder or in first and include the last day of such period. If the last da;,of any other manner an-other person or entity(including ENGi- any such period falls on a Saturday or Sunday or on a day NEER, his agents, employees or consultants) who is riot a made a legal holiday by the law of the applicable jurisdiction, party to this Aareement mmless: such day shall b^omitted irom the computation. 16.4.1. the inclusion of -uch othe: person or entit, is necessary if :oraplete relief is to be afforded among those General: who are already parties to the arbitration, 17.3. Should OWNER or CONTRACTOR suffer injury or damage to his person or property because of any error, 16.4.21. such other person or entity is substantially in- omission or act of the other party or of any of the other pa,- volved iv.. a question of law or fact which is common to ty's employees or agents or others for whose acts the other i those wha are already partie< to the arbitration and which party is legally liable, claim shall be made in writing — the will arise in such proceedings,and other party within a reasonable time of the first observance of such injury or damage. 16.4.3. the written consent of the other person or entity sought to f e included and of OWNER and CON- TRACTOR has been (.btained for such inclusion, which 17.4. The duties and obligations imposed by these Gen- coasent shall make specific reference to this paragraph; eral (7oodiuons and the rights and remedies availabl: here- but no such consent shall consty ae consent to arbitration under to the parties hereto, arid, in particular but without of any disp ite not specifically described in such consent or limitation, the warranties, guarantees and obligations int- to arbitration with any party not specifically identified in posed upon CONTRACTOR by paragraphs 6.30, 1 3.1. 13.11, -uch consent. 13.14, 14 3 and 15 2 and all of the rights and remedies avail- able to OWNER and ENGINEER thereunder, shall be in ad- !6.5. The award rendered by the arbitrators will be final, dition to,and shall not be construed in any way as a limitation judgment may be entered upon it in any court having juris- of, any rights and remedies mailable to any or all of them diction thereof, and will not be subject to modification or ap- which are otherwise imposed or avail.tbl by law or contract, peal except to the extent permitted by Sections 10 and 11 of by special warranty or guarantee or FN c)ther provisions of the the Federal Arbitration.act(9 U.S.C. §§10, 11). Contract Documents, and the provisions of this paragraph shall be as effective as if repeated specifica.ly in the Contract ARTICLE 17—MISCELLANEOUS Documents in connection with each particv'ar duty, obliga- tion, right and remedy to which they apply. n'I tepresenta- Giving,votice: tions, warranties and guarantees made in the Contract Docu- 17.1. Whenever any provision of the Contract Documents ments shall survive final pav"ient and termination or comple- requires the giving of written notice it shall he deemed to have tion of this Agreement. �7 I BOND PUBLIC. WORKS rONTRACT BOND - STATE OF OREGON KNOW AIL MEN BY THESE PRESENTS, 'chat we, 'hereinafter called the Principal) , as Principal., and a corporation organized and existing under the laws of the State of Oregon and duly authorized to transact a surety business in the State of Oregon (hereinafter called the Surety) , are held and firmly bound unto SCHOOL DISTRICT #23J, WASHINGTON AND CLACKAMAS COUNTIES (Tigard) OREGON (hereinafter called the Obligee) in the sum of ( )--.----Dollars, lawful money of the U.zited States of America to be paid to said Obligee, we do bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severall.7, firmly by these presents. THE -ONDITION OF THE ABOVE OBLIGATION IS SUCH, that WHEREAS, on the day of _ _, 1.978, the Principal entered into a COT- tract witn -he Obligee described as fellows: NOW, THEREFORE, if the Principal '.terpin shall faithfully and truly observe and comply with the terms of the contra.t and shall well and truly perforin all matters and things undertaken to be performed under said contract upon the terms proposed therein and shall promptly make payments to all persons supplying labor or material for any prosecution, of the work provided for in such contract and shall not permit any lien or claim to be filed or prosecution against the Obligee on account of any labor or material furnished, and shall promptly pay all contributions or amounts due the State Indusk-rial Accident Fund and State Unemployment Compensation Fund from t-hA contract.ot or subcontractors and all sums due the State DeparUz-nt of Revenue for sums of money withheld from the wages of employees of the contractor and his subcontractors pursuant to ORS 316.162 to 31�:- 2.L2, inc. , incurred in the performance of said contract, then this obligation ss to be void, otherwise to remain in full force and effect. The total of the Surety's liability under this bond both to the Obligee and to the persons furnishing labor or materials, pr ,visions and goods and to any other person or persons, shall in no even exceed the penalty hereof. Provided, however, that the conditions of this obligation shall not apply to any money loaned or advanced to the Principal or to any sub- contractors, or othez person in the performance of any such work, whether specifically provided in the contract or not. This bond is executed for the purpose of complying with Chapter 279 of Title 26, Oregon Revised Statutes, and the provisions of the contract documents, all. of which are hereby incorporated herein and made a part hereof. Page 1 - BOND s � 11 WITNESS WHEREOF, the above-bonded parties have executed this instrument this day of l%7B• Principal. 13y STATE OF ORLGON ) ss. County of Washington ) On this day of _, 1978, before me appeared _ to me personally known, who being duly sworn did say that he is the of _ __ , the within named corporation, and that the seal affixed to said instriment is `he corporate seal of said Corporation and that the said instrument was signed and sealed in behalf of said corporation by authority of its Board of Directors and acknowledged said i.nstntment to he the free act and feed of sail corporation. IN TESTIMONY WHEREOF, I have hereunts set my hand and affixed my official seal tha day and year last above written. Notary Public for Oregon My commission expires By _ Surety STA^.'E OF OREGON ) ss. County of Washington ) or. this _ day of _ _ , 1978, before me appeared to me personally 'mown who being duly sworn did say that he is the _..— oi _ the within named cor- poration, and that the seal affixed to said instrument is the corporate seal of said corporation A:.d tna.t the said instrument was signed ani sealed i, behalf of the corporation by authority of its Board of Directors and _ _ acknowledged said instrument to be the free act ani 1Fed of va13 corporation. IN TESTIMONY WHEREOF, I have hereunto set my hard ani affi:ced my official seal the day and year last above written. Notary Public for Oregon ;ty commission expires Page 2 - Bond EXHIBIT ".A" Lbof egon bureau of labor PUBLIC CONTRACTS WAGE ADMINISTRATION PREVAILING .JOURNEYPIAN 4AGE RATES IN 0-,7GON FOR BASIC TRADES (as determined by the Labor Commissioner Pursuant. to ORS 279. 348 to 279. 356. ) R,EV I SED .JULY 1, 1979 f CARPENTERS 1 - 2 l M I L1_WR I GHTS 1 - 2 PILEDRIVERS 1 - 2 CEMENT MASONS L - 3 I IHOISTING & PORTABLE ENGINEERS 3 - 9 (Operating Engineers) I R(KI)R KERS 9 LABORERS 9 - 11 TEAMSTERS 12 - 13 1 1 i Oregon bureau of labor•1400 rw 5th•rm 514 portkvW 97201.229. 5834 LbFIRPRYERS, MILLWRIGHTS, PILEDRIVERS _--__ _ RATES Effective h,ly 1, 1979 CARPENTERS Wages H&W Dental Pension Vac. Appren. Group I 512.12 .65 .15 I.n0 .65 .04 Group II 12.27 .65 15 1.00 .65 .04 MILLWRIGHTS Group 1 12.37 .55 15 1.00 .65 .04 Group II 12.52 .69 .15 1 .00 .65 .04 PILEDRIVERS Group 1 12.22 .65 15 1.00 .65 .04 Group 11 12.32 .65 .15 1.00 .65 .04 CARPENT�-RS: Carpenters (.Journeyman) including but not limited to Group 1 Acoustical b Drywall Automatic Nailing Machines Form Strippers Manhole Builders Placing Precast Shapes Riyqers, Burners Saw Filers Plastic Materials 8 Fiberglass Siding Application - Shingles Metal Studs Groep lI Caulkers (Boat construction) Floor Layers, Finishers (The laying of all hardwood floor, nailed and mastic set, parquet and wood-type tiles, and block floors, the sanding and `; riding of `loors, the preparation of old and new floors where the materials mentioned above are to be installeJ. ) Instrument Men .S Welders Insulators (fibe^glass 8 similar irritating material) Stationary Power Saw (8 hour minimum) Working with Char-ed Material .Then a Workman wears a Face Mask with a Remote Cartridge Working in Bos'n Chairs, Swinging Suspended Scaffold and where a safety belt is used as a means -)f support Working on Vertical Hoist Tower Construction over 50' high MILLWRIGHTS: Millwrights R Machine Erectors Group I Journeyman Riggers g Burners IGroup II '-ert+fied 'Welders & Instrument Men ,fLEDRIVERS: Piledrivermen, Bridge, Dock, Wharf Builders (for a,tual time wo-king with creosote and other toxic treated wood material, !1 Grnup I ai?sel hammer only, men shall receive 25¢ per hour prcmium). Certified Welder 150 above base wage. Group 11 B)orrmen OVERTIME CARPENTERS, MILLWRIGHTS, PILEDRIVERS: All work performed befo - and/or a`ter any scheduled shift hours, shall be paid for at one and one-hale (ly) times the regular hourly rate, however, all time worked in excess of ten (10) hours and all time worked on Saturdays, Sundays, or Holidays, shall be paid at double the straight time hourly rate. 1 1 — --- --- --- TRAVEL PAY CARPENTERS, MILLWRIGHTS, PILEDRIVERS Applicable Transportation Allowance shall be p 'd as follows: 0-15 AAA Road Miles Free 15-20 AA.A Road Miles S 2.00 ea. day +� 20-30 AAA Road Miles 4.00 30-40 AAA Road Miles 5.75 40-50 AAA Road Miles 7.50 50-60 AAA Road Miles 8.50 " 60-75 AAA Road Miles 9.50 " Over 75 AAA Road Miles 15.00 + 15t mile From City Hall of the following citirs: Carpenters: D Portland Klamath Falls Seaside Baker Oregon City Corvallis Tillamook Roseburg Hillsboro Albany North Bend Hermiston St. Helens Newport Bardon Pendleton Newberg Sale­ Coquille The Dalles Medford F.gene Reedsport Bend Grants Pass Astoria Brookings Millwrights: Coos Bay Eugene Medford Portland Pii�?drivers: Portland Reedsport Roseburg Astoria Eugene Klamath Falls Salem Bend Medford The Dalles North Bend Newport Longview APPUIT 1 CES!i I n RATES CARPENTERS, MILLWRIGHTS, PILEDRIVERS Trainee ra..ee for Piledriver Trainees - 70% of Journeyman to start. ?3% additional each three months, credit to be given for prior work as piledriver trainee. Percentage as set out in applicable apprenticeship standards, using Journey- man rate from this s,.hedule. Check with nearest local apprenticeship office. LbCM11 KWIC RATES Effective July 1, 1979 Group 1 $11.50 Group If 11.65 ---— ----- -- — ---- - FRIWf H & W ,90 PENSION 1.00 vACATION 1.00 APPR. FUND .15 IND. FUND .05 GRGl1P CLASS I F I CAT 1 f_><VS 1 Group 1 Cement Mason Journeyman: Includes but not limited to: Cement Mason, hand chipping and patching, grouting and end hointinn of all concrete Screed Setter, including screed pins. Plugging, fillirg Shee Bolt Holes Dry Packing Concrete, including Embco Curb Form and Plank Setter, including setting of lines, stakes and Z grades. r., uuu i.ement Mason (magnesite-terr,zo and md,, composition ,roxy, Dex-O-Tex). Cement Mason Floating and Troweling Machine Operator Curb and Gutter Machine Operator (cement only) Clary and Similar Type of Screed Operator. Grinding Machine Operator. Jackson Vibratory and Similar type Screed Operator. Cutting, Scoring and Sawing New Concrete. Sand-blasting Power Chipping and Bush Hammer. Journeyman on Suspended, swinging and/o,- hanging scaffo',i CNERH E All work p- -formed before and after any scheduled shift, hours shall be paid for at one -.nd ne-half times Lhe regular hourly rate. However, all time worked in excess of t.n hours and all time worked on Saturdays, Sundays o- holidays, shall be paid at double the straight time hourly rate. TRAVEL PAY Daily applicable transportation allowance shall be paid as follows: ZONES: From City Hall of the following designated cities: Portland: Salem-Eugene: 0 to 20 miles - Free 0 to 15 miles - Free 20 to 33 miles - $5.00 each day 15 to 30 miles - $5.00 each day 30 to 41 miles - 1.00 " 30 t4 40 miles - 7.00 " 40 miles R over - 9.59 " 40 miles 3 over - 9.50 " From the City Hall of the following cities: 0 to 10 miles - Free Albany Medford 10 `^ 20 Wes - $3.00 each day Astoria Newport 2L , 30 miles - 5.00 " Bend Pendleton 3- Lo 40 miles - 7.00 " Corvallis Roseburg 40 miles .i; over - 9.50 " Coo Bay The Dalles Klamath Falls __-- -------___--- -- --____.__.-__- APPRF TIC SHIP RATES 1st 6 months---------------55< of Journeyman Rates 2nd 6 months---------------65T of Journeyman Rates 3rd 6 months---------------75'% of Journeyman Rates 4th 6 months---------------85% of Journeyman Rates OabHOISTING & PORTABLE ENG I I IEERS __ __ ___ - _ RATES Effective July 1, 1979 Group No. Zone A Zone B Zone C Zone D Zone F Zone F 1 $11.43 11.33 12.18 12.43 12.68 12.93 2 11.57 11.97 12.32 12.57 12.82 13,07 3 11.67 12.07 12.42 12.67 12 •32 13.17 4 11.83 12.23 12.58 12.8.1 13.08 13.33 5 11.85 12.,5 12.60 12.85 13 10 13.35 6 11.93 12.33 12 AA 12.93 13 13 13.43 7 11.99 12.39 12.7 11.149 13.24 13.49 8 12.09 12.49 12.84 13.09 13.34 13.59 9 12.15 12.55 1?.00 13.15 13.40 13.55 10 12.21 12.61 12.96 13.21 13.46 13.71 11 12.23 12.63 12.38 13.23 1:.4 l3 73 12 12.29 12.69 13.04 13.2q 13.54 @ 13 12.37 12,77 13.12 13.37 13.52 13.37 14 12.53 12.93 13.26 13.53 13.78 14.03 15 12.69 13.09 13.44 13.69 13.94 14.19 16 12.8' 13.27 13.62 13.87 14.12 14 37 17 13.01 13.41 13.70 14.01 14.2E 14.51 18 13.19 13.59 13.94 14.19 14.84 14.69 19 13.33 13.73 14 08 14,33 14.5.9 14 83 3 i IF - -- _ _ ---- ----- ------------- --- ZONES Zone A - Up to 1n r,.+les - Free Albany E Corvallis - free to 5 miles Zone 8 - 10 to 25 miles Salim and Ew ane free to 2r miles Portland free to 25 miles Zone C - 25 to 35 miles Zone 0 - 35 to 45 miles Zone E - 4, to 75 miles Zone F - more than 75 mi is From City Hall of the following designated cities: Albany Corvallis Madras Port Orford Longview Astoria Eugene Medford Reedsport Vancouver Baker Grants Pass McMinnville Roseburg Bend Hood River Newport Salem Brook'ngs Klamath Falls Ontario The Dalies Burns LaGrande Pendleton Tillamook Coos Bay Lake View Portland Goldendale FR W H 6 u 1.00 PENSION 1.47 VACATION .50 TRAINING .05 IND. FUND GRIP CRIBS I F I CAT I QNS ASPHALT 1 Plant Oiler 3 Plant Fireman 3 Puqmill Operator (any type) 3 Truck mounted asphalt spreader, olth Screed 4 Screed Operator 5 Extrusion Machine Operator 9 Asphalt Plant Operator (any type) (Assistant to Engineer required) 8 Asphalt Paver Operator, (Screed man required) 7 Roller Operator (any asphalt mis) 8 Diesel-Electric Engineer, Plant 6 Asphalt Burner and Reconditioner Operator (any type), (Assistant to Engineer if required) BLADE 2 Blade Operator, pulled type 12 Blade Operator 13 Blade Operatnr, finish, 13 Blade Operator, externally controlled by electronic, mechanical hydraulic means. 13 Blade Operator, multi-engine 16 Auto Grader (i.e. , r:Mi) or "Trimmer" Operator (Grade checker required) BULLDOZERS 9 Bulldozer Operator 9 Drill Cat Operator 9 Side-Boom Cat Operator 10 Bulldozer Operator, twin engine (TC 12 and similar type) 16 Tandem Bulldozer Operator (Quad-nine and similar type) 10 fable - Plow Operator (any type) 4 CLEARING 9 Log Skidders 9 Chippers (Assista- to Engineer if required) 9 Incinerator (As cant to Engineer if required) 9 Stump Splitte, ad!r mounted or similar type) COMPRESSORS 3 Compressor Operator, any p_, ger, under 1,250 cu. ft. total capacit,r 4 Compressor Operator, over 1,250 cu. ft. total capacity CONCfiEfE ' Plant Oiler 3 Mixer Box Operator (L.T.B.. Dry Batch, etc.) 1 Assistant Cuiveyor Operator 3 Conveyor Operat,)r Cement Hog Ope,ator 3 Concrete Saw Operator 3 Concrete Curing Machine Operator, (rider type) 3 Wire Mat or Brooming Machine Operator 4 Combiration Mixer and Compressor Operator, gunite work 5 Cuncrtate Batch Plant Quality Control Operator 7 Beltcrete operator 7 Pumocrete Oper;,"or (Any type) 6 Pavement Grinder aid/or Grooving Machine Operator (riding type) 11 Mixer Mobile Overator 7 Cement Pump Onerator, Fuller-Kenyon and similar 7 Concrete Pump Operator 7 Grouting Machine Operator 4 Screed Operator 9 Concrete Coolifg Machine Operator 4 Concrete Mixer Operator, single drum, under five (5) bag capacity 7 Concrete Mixer Operator, single drum, five (5) bag Capacity and o,ar B Batch Plant and/or wet mix operator, one and two drums 12 Batch Plant and/or wet mix operator, three (3) units or more 6 Cast in place pipe laying machine 6 Maginn,s internal Full Slab Vibrator Operator 6 Concrete Finishing Machine Operator, Clary, ,',)hnson, Bidwell , Burgess bridge deck or sir"lar type 6 Curb Machine Operator, Mechanical Bern, Curb andior Curb and Gutter 6 Concrete Joint Machine Operator 6 Concrete Planer Operator 7 Tower Mobile Operator 5 Power Jumbo Operator setting slip forms, etc. , in tunnels 5 Slip Form Pumps, power drive hydraulic lifting device for concrete forms 6 Conr;ete Paving Machine Operator (Assistant to Engineer required) 6 C,ncrete Finishing Machine Gperator 6 ioncrete Spreader Operator 11 Concrete Paving Road Mixer 16 Automatic_ Concrete Slip Form Paver Operator (Assistant to Engineer roquired) 16 Concrete Cdnal Line Operator (Assistant to Engineer required) 11 Concrete Breaker (Assistant to Engineer if required) 12 Reinforced Tank Banding Machine (K-17 or similar types), (Assistant to Engineer if required) COMPACTORS. 4 Compactor Operator, including vibratory SELF-PROPELLED 5 Wagner pactor Operator or similar type ;without blade) 9 Compactor Operator, with blade 10 Compactor Operator, multi-engine CRANE 1 Oiler 2 Truck Crane Oiler-Driver, 25 ton caVacity or over 2 Fireman, all equipment 2 A-Frame truck operator, sinale drum 2 Tugger or Coffin Type Hoist Operator 4 Helicopter hoist Operator 5 Hoist Operator, single drum 5 Elevator Operator 7 A-Frame Truck Operator, doubIF drum 7 Boom Truck Operator 9 Chicago Boom and similar types 9 Lift Slab Machine Operator 9 Boom Type lifting device, 5 ton cap. or less 9 Cherry picker or similar type crane-hoist, 5 ton cap. or less 11 Crane Operator, under 25 ton (Assistant to Engineer required)(except for rough terrain) 12 Hoist Operator, two drum I2 Hoist Operator, three or more drums 13 Derrick Operator, urder 100 ton (two operators required when swing control is remote from hoist) 13 Hoist Operator, stiff leg, guy derrick or similar type, 50 ',on and over 5 CRANE (cont.` 13 Cableway Operator, up to twenty-five (25) ton 16 Cableway Operator twenty-five (25) ton a ,9 over 11 Crane Operator, twenty-five (25) ton and under (Assistant to Engineer required) (except for rough terrain) 13 Crane Operator, over twenty-five (25) ton and including forty (40) ton (Assistant to Engineer required) 16 Crane Ooeratur, over forty (40) ton and i,icluding one hundred (100) ton (Assistant to Engineer required) 17 Crane Operator, over onc-hundred (100) ton and including two-hundred (200) ton (Assistant to Engineer requiredi 18 Crane Operator, over two-hundred (200) ton (Assistant to Engineer required) 14 Tower Crane Operator 16 Whirley Operator, eighty (80) ton and under (Assistant to Engineer required) 17 Whirley Operator, over eighty (80) ton and including ane-hundred fifty (150) ton (Assistant to Engineer required) 18 Whirley Operator one-hundred fifty (150) ton and over (Assistant to Engineer required) 19 Helicopter Operators, when used in erecting work CRUSHER 1 Crusher Oiler 1 Crusher Feedarman 8 Generator Operator 8 Diesel-Electric Engineer 9 Grizz.ey 'oerator 9 Crusher Plant Operator (Assistant to Erqineer and Feederman required) DRILLING 2 Drill Helper 2 Auger Oiler 7 Churn Drill and Earth Boring Machine O.rerator 9 Drill Doctor 9 Buring Machine Operator (Assistant to Engineer required) 10 Driller-Percussion, Diamond, Core, Cable, Rotary and similar type (Assistant to Enginesr required) FLOPiING EQUIPMENT 1 Deckhand 2 Boatman 4 Fireman 8 Diesel-Electric Engineer 10 Jack Operator, elevating barges, Barge Operator, self-unloading (Assistant to [ngineer required) 13 Piledriver Operator (not crane tyve) (Deckhand required) 13 Floating Clamshell , etc Operator, unrier 3 cu, yd. (Fireman or Diesel- Electric Engineer required) 13 Floating Crane (derrick barge) Operator, less than 30 ton (Assistant to Engineer required) 16 Floating Clamshell , etc. Operator, 3 cu. yds. , and over (Fireman or Diesel- Electric Engineer required; 16 Floating Crane (derrick baryol Operator, 30 ton Gut less than 80 ton (Assistant to Engineer requires) 17 Floating Crane (derrick barge) Operator, 80 ton but less than 150 ton (Assistant to Engineer required) 18 Floating Cane, 150 tons but less than 250 ton. (Assistant to Engineer acd Deckhand required) 19 Floating Crane two hundred fifty (250) ton and over. (Assistant to Engineer and Deckhand required) FORK LiF' 1 Self-Propelled Scaffolding Operator, construction Job site (excluding workir.q platform) 2 Fork L'ft or Lumber Stacker Opp-ator, construction ,job site 3 Ross Carrier Operator, construction job site 4 Lull Hi-lift Operator or similar type 4 Fork Lift, over 5 ton 15 Rock Hound Operator ;ENERATORS 9 3enerator Operator 8 Diesel-Electric Engineer GUARDRAIL EQUIP, 1 Oiler 2 Auger Oiler 2 Oiler, comF ,nation auardra•l machines 9 Guararail Pinch Operator (all tyres) (Assistant h) Engineer required` 1 Guardrail Purch Oiler 9 Guardrail Auge•- Operator (all `yogis) (Assistant to Engineer required) 11 Combination Guardrail machines, ..e. punch, auger, etc. (Assistant to Ena_ineer require d) 6 b HEATING PLANT 2 Terpirary Heating Plant Operator ` 9 surface Heater and Plarr_r Operator HYDRAULIC GOES 7 Hvdraulic Backhoe Opera-or, wheel type 3'8 cu. yd. and under with or without front end attachments 2 1/2 cu. yds. a,id under (Ford, John Deere. Case, type) 9 Hydraulic Backhoe Operai.or, Track Type 318 cu. yd. NOTE: Over 3/8 cu. y,i. takes Shovel ClassificAtion Rate LOADERS 3 Bucket Elevator Loader Cperator, Barber-Greene and similar types 6 Loaders, rubber-tired type, 2 1/2 cu. yds. and under 7 Elevating Grader Operator, Tractor Towed requiring operator or grader 8 Belt Loaders, Kolman and Ko Cal types 9 Loader Operator, Front End and Overheat, 2 1/2 cu yds. and under 4 cu yds. 12 Elevating Loader Ope,ator, Athey and s-milar types 13 Elevating Grader Operator, operated by Tractor Operatro, Sierra, Euclid or similar types 15 Loader Operator, 4 cu. yls. , but less than 6 cu. yds. 16 Loader Operator, 6 cu. yds. , but less than 8 c:u. yds. 16 loader Operator, 8 cu. yds . but less than 12 cu. yds. 17 Loa,ler Operator, 12 cu. ),ds., and ovfr OILERS I Oiler 1 "'.Ardra i l Punch Oi ler' 2 Truck Crane Oiler-Driver, 25 ton or over 2 Auger Oiler 2 Grade Oiler, required to check graJe 4 Service Oiler (Greaser) 2 Grade Checker PILEDRIVERS NOTE: Crane rates apply when driving or pulling piling 9 Hammer Operator 12 Piledriver Operator (not crane type) (Assistant to Engineer required) PIPE LINE - 2 Tar Pot Fireman SEWER WATER 2 Tar Pot Fireman (power acit,ted) 3 Hydraulic Pipe Press Opera Lor 4 Hydra Hammer or similar i:ypes 4 Pavement Breaker Operat"r 9 Pip,- Cleaning Machine [iprerator 9 Pipe Doping Machine Operitor 9 Pipe Bendinq Machine Operator 9 Pipe Wrapping Machine Operator 9 Boring Machine Operator (Assistant to Engineer r.quired) 13 Back Filling Machine Operator (Assistant to Engineer required) D11MPS 1 Pump Operator, under 4" 3 Pump Operator (any power), 4" and over 3 Hydrostatic Pump Operat.rr 4 Pump Operator, more than 5 (any 0.7e) 7 Pot Rammer Cperator RAILROAD EQUIPMENT I Brakeman I Oiler I Switchman 3 Motorman 3 Ballast Jack Tamper Operator 4 Locomotive Operator, under 40 tons (Assistant to Engineer required) 7 Ballast Reoulator Operator 7 Ballast Tamper Multi-Purpose Operator Track Line - Operator Tie Spacer Operator 7 Shuttle Car Operator 7 Locomotive Operator, 40 tons and over (Assistant to Engineer required) REMOTE CONTROL 19 Remote controlled earth-moving equipment (no one operator shall operate more than two prec,-s of earth-moving equipment at one ;.me) n REPAIRMEN, H.D. I Parts Man (Tool Room) 2 H. D. Repairman Helper 2 Welders Helper 8 Diesel-Electric Engineer (Plant or Floating) 9 Bolt Threading Machine Operator 9 Drill Doctor (Bit Grinder) 9 H. 0. Mechanic 9 H. D. Welder 9 Machine Tool Operator 10 Combination H. 0. Mechanic-Welder, when dispatched and/or when required to do both 10 Welder-Certified, when dispatched and/or required RUBBER-TIRED 12 Rubber-tired Scraper Operator, single engine, single scraner SCRAPERS 12 Self-loading, paddle wheel, Auger type under 15 cu. yds. 12 Rubber-tired Scraper Operator, twin engine 12 Rubber-tired Scraper Operator, with Push-Pull attachments 14 Rubber-tired Scraper Operator, with tandem scrapers 16 Rubber-tired Scraper Operator, with tandem scrapers, multi-engine 12 Self-loading, paddle wheel , Auger type 15 cu. yds., and over single engine 14 Self-loading, paddle wheel , Auger type, finish and/or 2 or more units SHOVEL, DRAGLINE, 1 Oiler CLAMSHELL, 2 Grade Oiler (required to check grade) BACKHOE, 2 Grade Checker SKOOPER, Etc. , 2 Fireman OPERATOR 8 Diesel-Electric rngineer 9 Stationary Drag Scraper Operator 11 Shovel, Dragline, Clamshell , Hoe, etc. Operatur , under, 1 cu. yd. (Assistant to Engineer required.) 13 Shovel, etc. , 1 cu. yd. and less than 3 cu. yds. (Assistant to Engineer required) 11 Grade-all Operator, under 1 cu. yd. (Assistant to Engineer required) 16 Shovel, etc. , 3 cu. yds., but less than 5 cu. yds. (Assistant to Engineer required) 13 Grade-all , I cu. vd. and over (Assistant to Engineer required) 17 Shovel, etc. , 5 cu. yds. and ,rver ;Assistant to Engineer required) SIGNALMAN 3 Bell Boy, phones, etc. Operator 2 Helicopter Radioman (ground) SURFACING (Bose) 2 Roller Operator, grading of base rock (not asphalt) MATERIAL 4 Roller Operator, Oiling, C. T. B. 3 Tamping Machine Operator, mechanical s-If-propelled 3 Hydrographic Seeder Machine Operator, straw, pulp or seed 6 rock Spreaders, self-propelled 5 oulva-m'.xe- or similar types 12 Blade Mounted Spreaders, Ulrich and similar types 5 Chin Spr•eadinq Machine Operator 5 Lime Spreading Operator, construction job site SWEEPERS T Broom Operator, self-propelled, construction ,job site 5 Sweeper Operator ;'Jayne Type) self-propelled. construction job site 'RACTOR-RUBBER- 5 Tractor Operator, rubber-ti-ed 60 N.P. Flywheel and under TIRED 9 Tractor Operatur, with boom attachment 9 Tractor Operator, rubber-tired over 50 H.P. rlywheel 10 Ruober-tired Dozers and Pushers (Michigan, Cat, Hough type) TRENCHING MICHrNES I Oiler 2 Grade Oiler (required to check grade) 5 Trenching Machine Cperator, maximum digging cspacity 3 ft. depth ieny assistance in the operation shall be performed by an Assistant to Engineer) 9 Trench Machine Operator, maxumum digging capacity over 3 ft. depth (Grade Oiler required) 13 Back Filling Machine Operator (Assistant to Engineer required) 16 Wheel Excavator, under 750 cu. yds. per hour (Grade Oiler required) 17 Canal Trimmer (Grade Oiler required) 18 Wheel Excavator-, over 750 cu. yds. per hour 'Two Operators and at least one Grade Oiler required; 18 Band Wagons (in conjunction with wheel excavator) TUNNEL it Mucking Machine Operator 3 Conveyor Operator (any type) 12 Shield Operator 3 Air Filtration Equipment Operator WELDING MACHINES 3 Welding Machine Operator UNDERWATER EQUIP. 19 Underwater Equipment Operator, remote or otherwise, when used in construction work Lb [O TKRS _ _� $13.66 RATE Effective July 1, 111711 GROIY CL -.3IFICAT IONS Structural Ironworkers Ornamental Ironworkers Machinery Mover, Machinery Erector Riggers Siqnal Men Weluers 6 Burners Fence Erectors Sheeters Reinforcing ironworkers Overtire- • Double time Apprentic- - 1st b .^^. 60% - of Journeyman Ironworker rate 2rd 6 mo. PO `t 7-rd year - 90% 3rd year - 95% " FRINGE HRW .93 l PENSION _ -1.79 VACATION _ APPRENTICESHIP ,10 - ZONES From City Hall o 7ortian o�c t rren3.er of the city e the ironworker's residence, whichever is close- to the job. 0 to 10 miles - Free 10 to 25 miles - S 3.00 aa. day 25 to 35 miles - 6.50 " 35 to 45 miles - 8.00 45 to 60 miles - 11.00 Beyond 60 miles - 19.no e a.dav plus 20aa mile LbLWWR') RATE Heavy 1'TT-g'FWa- ,-7ti7TTan d B u I d.ng .ons-ruc on TJorV Effective July 1, 11171 l;roun No. Zone A lone 8 Zane C Zone D Zone E Zone F t 1 S 9.08 9 48 9.•93 10.08 10.33 10.58 2 9.51 10.01 10.36 10.61 10.86 11 .11 3 9.95 10.16 10.71 10.96 11.21 11.46 I 4 10.26 10.66 11 .01 11.26 11.51 11.76 5 10.51 10.91 11.26 11.51 11.76 12.01 _-- - - - --- --- -- - -- ----- ----- - -- - - --- - - ----- -- ZONES Zone A - Jp to 10 miles - Albany and Corvallis free tj 5 miles Zone B - 10 to 25 miles Salem and Eugene free to 20 miles, Portland free to 25 miles. 1 Q Zor.e C - 25 to 35 miles Zone D - 35 to 45 miles Zone E - 45 to 75 miles , Zone F - more than 75 miles µ From City Hall of the following cities: Albanv Corvallis Madras Port Orford lr,toria Eugene Medford P.eedsport Baker Grants Pass McMinnville Roseburg Bend Hood River Newport Salem Brookings Klamath Falls Ontario The Dalles Burns LaGrande Pendleton Tillamook Coos Bay Lakeview Portlano -------------^_---- -- -_—� '.�--- GROUP Ci_ASS I F I fiaT f ON GROUP 1 Asphalt Plant Laborers Asphalt Spreaders Batch Weighmen B roome rs Brush Burners and Cutters Car and Tru0 Loaders Carpenter Tender 7hange-House Man or Dry Shack Man ,lean 'lp Laborers Culvert, Hand Labor Curing, Concrete Demolition, Wrecking, and Moving Laborers Driller Helpers Dumpers, road oiling crew Oumpmen (fo- grading crew) Elevator Feeders Fence Builder (including Guard Rail , Median Pail , Reference Post, Guide Pjst, Right-of-Way Marker) Fine Graders M Flagmen, traffic � c Form Strippers 'not swinging stages) General Laborers Landscapinq or planting Laborers Lever-man on Aggregate Spreader (Flaherty and similar types) Loading Spotters Material Yard Man (including electrical) Railroad Track Laborers ?ibbon Setters !including steel forms) Riprap Man (hand placed) Road Pump Tender Sewer Labor Signalman Skipmen Slopers Spraymen Stake Chaser Stockpiler Timber Faller and BucKer (hand lator) Toolroom Man (at job site) Watchman ifire, traffic, etc.) Weight Man - Crusher (aegregace -4hen . sed) GROUP 11 Choke Setters Concrete '-aborers Powderman Helper Pittsburgh Chipper Operator or similar types Tunnel Bull Gang (above ground) 10 ,1101-117ill Applir+tor (Including Pot fende,, fur same), applying protective mete► ial by hand or r.c/'le on utility lines or storage tanks on project. Brush futt•�rs (Pcwer sa+) Burncr . choker :'purer Clary Power Spreader and similar types Clean up Nozzlemen • Green,utter (concrete rock, etc.) Conct%tc Power Buggyman Crusher , �!ders Demolition and Wrecking Charred Materials Grade Checkar Gunite Nozzleman Tender Gunit^ or Sand Blasting Pot Tender Handlers or Mixers of all mater,als of an irritating nature ("nr.ludirg cement lime) Power Tool Operators, includes but not limited to: Dry Peck Machine Jackhammer f.hip,.inq Guns Pavirra Breakers Vibrators (less than 4" in diameter) Post Hole Digger, Air, Gas or Electric X Vibrating Screed T,,mi•ers Moon Setter, head Riprap Man (head, hand placed) Sand Blasting (wr.t) Stakesetter Tunrel-Mucker;, Brikemen, Concrete Crew, Bull Ganq (underground) riR01IP IV Asphalt Raker, Bit grinder Drill Uoctor Urill Operators, Air Tra,ks, Cat Drills, Waion Drills Rubber mounted Drills. and other similar types Concrete .yaw Operator Gunite Nozzlema- Hinh Scalers, Scrippers and Drillers (cover work in swinging stages, chairs or belts under extreme condition, unusual to normal drilling, blasting, barring- down, or sloping and stripping) laser Beam (Pipe Laying), applicable when employee assigned to move, set up and i align Laser Beam Manhole guilder Powdermen Power Saw Operators (Bucking 6 Falling) Pumperete Nozzleman Sandblasting (dry) Sewer Pipe Layers Sewer Timber-man i Track Liners, Anchor Machines, gallas'. Regulators Multiple Tampers, Power Jacks Tugger Operator Tunnel--Check Tenders, Nippers, and fimbermen Vibrators (4" and larger) Water BiAsters Welder GROUP V Tunnel Minor% Tunnel Powrennan Laser Beam Tunnel), applicable when employee assigned to move, s-t up and align laser Beam — — -- — — --- . r't 1 PKf N R W Pension Vacation Training Industry Fund SI 0' 1 .173 .80 .10 .05 ll L L TFAi VERS _ !SATE; R GROUP CL%S I F I CAT I WS Building an ighway and eavy ,nsTru�-_ Effective r.iv 1, 1979 A-Frame or Hydra-Life Truck w/load bearing surface $10.97 Battery Rebuilder 10.92 Bus or Min-Haul Driver 10.92 Concrete Buggies (power operated) 111.92 Drivers and Helpers handling sacked cement - add .la per hour Dump Trucks, Side, End and Bottom Dumps, including Semi-truc.kb anj trains or combinations thereof: 6 cu. yds. and under 10.92 Over 6 cu. yds. and incl. 10 cu. yds, 11.02 Over 10 cu. As. and incl . 20 cu. yds. 11.22 Over 2C cu yds. and incl. 30 cu. yds. 11.32 _ Over 30 cu. yds. and incl . 40 cu. yds. 11.42 Over 40 cu. yds. and incl. 5C cu. yds. 11.52 Over 50 cu. yds. and lnr_1. 60 cu. yds. 11.69 Over 60 cu. yds. and incl . 70 cu. yds. 11.79 Over 70 cu. yds. anu incl. 80 cu. yds. 11.89 Over 80 cu. yds. and incl. 90 cu. vds. 11.99 Over 90 cu. yds. and incl . 1.00 cu. yds. 12.09 Dumpsters or similar equipment - all sizes 11.12 Flaherty Spreader driver or Leverman 11.07 Lift Jitneys, Fork Lifts - all sizes - used in loading, unloading, and trdnsporting material on job site 10.92 Leader and/or Leverman on Concrete Dry bath plant, manually rperatea 10.92 Lok Bed Equipment, Flat Bed Semi-Trailer, Truck and Trailer, or doubles transporting equipment or wet or dry materials 11.07 Lubrication Man, Fuel Truck Driver, Driver, Tireman. Wash Rack Steam Cleaner or Combination 10.97 Lumber Carrier Driver-Straddle Carrier - used in loading and unloading and transoortinq of materials on job site 11.07 Oil Distributor Driver or Leverman 11.07 Pilot Car 10.92 Solo Flat Bed and Miscellaneous Body Tracks 1-10 tons 10.92 Transit Mix and Wet or Dry Mix Trucks: 5 cu. yds. and under 10.92 Over 5 cu. yds. and incl. 7 cu. *yds. 11.12 Over 7 cu. yds. and incl, 9 cu. yds. 11.22 Over 9 cu. yds. and incl. 11 cu. yds. 11.32 Over 11 CU. yds. and incl . 13 cu. yds. 11.42 Over 13 cu. yds. and i;icl 15 cu. ;ds. 11.52 Team Driers 10.97 Tireman, Full-time basis 11.02 Slurry Truck Driver or Leverman 11 .02 Trcck Hel)er 10.92 Truck Mechanic - Welder - Body Repairman 11.2Z Truck Mechanic Helper 1.0.92 Warc!huuse,nan (warehouse parts, tool men and parts chaser, Checkers and Recci ,ers) 10.92 Water Wagons (Rated Capacityl Up to 1600 gallons 10.92 1600 to 3000 gallons 11.02 3000 to 5000 gallons il.n7 5000 to 7000 gallons 11.22 7000 to 10,000 gallons 11.32 10,000 to 15,000 gallons 11.42 Winch Truck - lakes classification of truck on which winch is mounted NOTE: Above hourly rates apply to Zone A. ee Teamster rate differentials for Zones B thru F,LL - ZIE Zone A - Up to 10 miles - Free Albany 6 Corvalli, I-P.@ to 5 oi;lr, Zone 8 - 10 to 25 miles Salem b Eugene free to 20 miles, Portland Free to -ilns Zone C - 25 to 35 miles Zone 0 - 35 to 45 miles Zone F - 45 to 75 miles Zone F - more than 75 miles 12 From City Hal of :he following designated cities: Albany Eugene McMinnville Salem Astoria Gants Pass Newport The Dalles Baker Hood River Ontario Tillamook Bend Klamath Falls Pendleton Goldendale Broekinas La Grande Portland Longview Burns Lakeview P;rt Orford Vancouver Coos Bay Madras Reedsport Corvallis Medford Roseburq ZUf BATE Tr"IFU 1AL ee Zone Definition Above Zone A - Free Zone B - Add 40¢/hour for all classifications Zone C - Add 750 hour for all classifications Zone D - Add 51.00/!your for all J assifications Zone E Add S1.2E/hour for all classifications Zone F - Ade $1.50/hour for all classifications FRIW H & W .7B PENNON 1 05 VACATION 1.00 IND. FUND .05 A. TRAINING .05 I I i a FXHj131T "B" 4LOoregon bureau of labor PURLIC CONTRACTS WAGE ADMINISTRATION PRL,/AILING JOURNEYMAN WAGE RATES IN OREGON FOR SPECIALTY TRADES (as determined by the Labor Commissioner pursuant to ORS 279. 349 to 279. 306. ' REVISED ,JULY 11 i979 ASBESTOS V;CRKERS 1 i B0 i LERMAKERS 1 BRICKLAYERS (BHICKMASONS ) 1-2 DRYWALL (NAILERS) 3 DRYWALL (TAPERS ) 5 ELECTRICIANS 3-6 ELEVATOR CONSTRUCTORS 6 GLAZIERS (CLASSWORKERS ) 6 LATHERS 6-7 LINOLEUM $ CARPET LAYERS 7 PAINTERS 7 PLASTERERS 7 PLUMBERS Ai D STEAMF 1 TIERS 8-10 ROOFERS 1.1-I1? SHEET METAL WORKERS 12-13 PAINTING, PARKING F, HIGHWAY IMPROVEMENT WORKERS 13 TENDERS TO MASON 14 TI LESETTERS, MOSAIC R, TERRAZO VURKER.3 111 1 ert on o bureo v f labor.1400 iw 5th•rm _,14 •portland 97201-229- 5834 wi 3a ar +� Lb,ASrESTOS k10RKEPS_______---_ __�----T—__— RATE EFFECTIVE_ --- -- COUNTIES counties - - --- --- — -- FR I^IDES ension aca ion -1pp—r:-Fun n un .82 1.30 .16 --- ---- -- —.• -'ONES From City Hall of the largest city in county 10 miles - Frce 20 miles - $4.80 each day 30 miles - S7.60 each day 50 miles - S12.00 each day 80 nW es - $25.00 each day Beyond 80 miles - $31.76 each day RATE Fringes, plus percentage of above rate as determined by Apprenticeship I Committee. See Local Apprenticeshio Committee. BOILERMAKER ------- ----- ---EFFECT IVEAll —._._� / / Crun--ties -----.— ___ —COUNT I ES —•— — _ ___ Pens on Vacat o^ FR I NGES`--p r-mound-Td.`FunT 1.175 1.00 1.00 0 ZONES From City Hall of largest city i!! County. .50 per mile over 40 miles I %18.00 per day-away from home. APPRENTICESHIP RATE Fringes, plus percentage if above rate as Jatcrm•nea by Apprenticeship Committee. See Local Apprenticeship Committee. b9RICKAASONS RATE__. 1 ?,75 - - ----- T--EFFECTIVE _ _ /1/79 _��_—.---- --- --- -- — — COIINT I ES Crook Douglas KIamatr 1 Coos Jackson Lake Curry Jeffe-rson Lane Deschutes Josephine r" H til--- eT-si-on`--- Vacation ppr. un `Tnd- u�`nd (IIrEs--`- 75 .75 .08 19 1 BRICKMASONS - CONT.--____ F,om City Hall of the largest city in County 15 miles - Free 15 co 3C miles - $4.00 each day 30 to 45 miles - $8.00 each day 45 to 60 miles - $12.00 each daY Subsistance: 60 to 125 miles 518.00 per day over 125 miles - $25.00 per day - -• _-__ — —APPRENTICESHIP RATES Frinaes, plus percentage of 3bave rate as determined by Apprenticeship Committee. See Local Apprenticeship Committee. LbBR I C KM.4SONS _RATE.— ___-814,26 Ef4FECTIVE tTce- TTT COUNTIES —_— -- - ----— — - -- Linn Polk Wallowa 3entrr, Grant Malheur Sherman Wasco Clackamrs Harney Marion Tillamook Washington Clatso,i Hood Rifler "sorrow 6"tiIIa Wheeler Coiul.61a Lincoln Multnomah Union Yamhill N pension__._• Vaca t on--Cppr. Tunrj Ind. runT-- FRINGES .95 '..20 .22 .26 From City Hall of the largest city in County. 0 to 20 miles Free 20 t,, 35 miles - $8.00 per day 35 to 50 miles - $10.00 Der day 50 to 65 miles - $14.00 per day 65 to 80 miles - $20.00 per day over 80 miles - $24.00 per day 7 days per week DRYWALL (NA I LERS) EFFECTIVE _.— 7/U79 FOREMAN - $11.38 COUNTIES ies. _w — s FRINGES -`-- H 6 W Pension Vacation ppr.'und Ind. 'ung d. ^�- .80 1.00 .65 .04 From City Hall of the largest city in County U - 15 miles - Free 40 to 50 miles - $7.50 each day 15 to 20 miles $7..00 each day 50 to 60 miles - $8.50 each day 20 to 30 miles $4.00 each day 60 to 75 miles - $9.50 each day 30 to 40 miles - $5.75 each day Over 75 miles - $15.00 each day _APPRENTICESHIP RATFS F-rinaes, plus percentage of above rate as determiied by Apprenticeship Committee. See Lncal Apprenticeship Committee. LbinRY�IALL TAPERS).--__ RATE----___ $13A - iEFFECTIVE .— 7/U79 COUNTIES ---- - -- _ ---.FRINGES H �rl� �ens�on Vacat own---p�. Fund n and .65 .60 .50 .06 .14 E L E C T R 1 C I AM _ _ �____..___�___ _._—_P,ATF---_ EFFECT IVF �/ 9 Baker f_OUNTIES t --Morrow -- Wad i owa----—_- Gilliam Umatilla Wh-,eIer Grant Onion FRINGES +H&4T--Pens--o— Vac-- atlon —�PPr• ��n�C nd. and 5? 1.00 .02 1" of gross I -- — plus pa of nross pay -- —� -- ZONES 1 Mileage from City Hall of the largest city in County I $ .20 per mile - mileage calculated on a ro-,nd trip basis Maximum trivel - $25,00 per day. —___—_ _—APPRENTICESHIP RATES Frinqes, plus percentage of above rate as determined by Apprenticeshin Committee. See Loc31 Apprenticeship Committee. 3 I - $16,55 LbELECTRICIAN—_— -- - EFFECTIVE____.._--. 0 COUNTIES - e ferson 'larion --- enton Polk ne Crook Lincoln Yamhil) Deschutes Linn _ FRINGES ^_—..-----fin —pension Vacai1o�—�P►' un`� �u --- 90 1 p0 .06 1% of gross + 3% Lf gross ZONES From City Hall of largest cit/ in Co,nty 1 to 7 miles - Free .35 per mile in employee's vehicle .21 per mile in employer's vehicle Maximum travel pay - S22.00 Subsistance pay - '521.50 APPRENTICESHIP RATE Fringes, plus oercentage of above rate as determined by Apprenticeship Committee. See Local Apprenticeship Committee. RATE _ ELECTRICIAN_— COUNTIES �_ ---- —Hood R ver ------�•(llamook�---- Wesco Clackamas Multnomah Shr..rman washington Columbia Yamhill FRINGES -- a"� nslon- Vacation Appr. UnT- n- d..Fund 90 1.60 .10 1% of gross } 3% of qross pa; ZONES From City Hall of largest city in County to City limits free zone. City limits to o miles - 53.75 each day 6 miles to 12 miles - S4.5C each day 12 miles to 22 miles - $5.50 each day 22 miles to 30 miles - $6.50 each day 30 miles up: subsistence at 53.00 per hour APPRENTICESHIP RATE Frinoes, plus percentag? of above rete as determine. by Apprenticeshil, Committee. See the local Apprenticeship committee. u w - - ELECTR1CiAtJS -._ ----------- ----- ------ RATE.-------- EFFECTIVE., _ _ 7/1/79 — — 7o'vo a"Y s --� Joseph ne -- __COUNTIES Klamath Jackson Lake H —pension Vacat ori`- Appo. mound nd. I — --FR INGES 90 2.00 08 I + 3% of gross : of ,crass -- -- -------------ZONES Beyond city limits of iaryest city in County: S.38 per mile in employee's vehicle $24.00 per day maximum 3 21 Der mile in employer'; vehicle ----• --- ___.APPRENTICESHIP RATE Fringes Plus percentage of above rate as determined by 4pprenticeship Committee. gee the Local Apprenticeship forma'tee. bELECTRICIANS — ----------RATE­_­__ �5 EFFECT I VE­`— 7%1/79 I E S - - - FRINGES N 8 W��ension`T/acat--ion•—fPPr. Fundn un,3".--- .90 2 00 .Q4 1% of gro,,s + 3% of gros. -- -- --- --70NES From City riall of laroest city in (.)un•y 1 to 10 mi leS Free Over 10 miles - S.7 per mile In employer's vehicle S.17additional in 9wn vehicle (per mile) 522.00 maximum -- — --_� _. _ —APPRENTICI:SH►P RATE Frinues plus percentage of above rate as determined by Aoprenticesh p Committee. See the Local Apprenticeship Committee. LbELECTP- ICIANS --- $12.90 EFFECTIVE—_ 711179 I ES Harney 'J W -pension —Vacation'- ppr. un --`Znd�un� - _. __.FRINGES 15 .75 l: of iress V. of dross + 3% of moss 5 SONES ELE'_TR I C IAN S - CONT _.___-_ ------ ----- -- Fon City Hal of largest city in County 0 to 15 ijilas - Free li to n5 miles - $6.30 each day 4i to 75 miles - $12 .00 each day Over 75 miles - S14.00 each day APPRENTICES'aIP RATE Fringes plus percentage of above rate as determined by Apnrenticeshi Ccmnittee. See the Local Apprenticeship :onunittee. R aTE_-- - Lbr-_LEVPkTOP CONSTRUCTORS-_ — - _EFFECTIVc___--.- HELPEP. - !9.94 PROBATIONARY HELPER - S7.I0 COUNTIF_S Al l7owittes FRINGES --- H & —�ens�on Vac-aiion� �r. _r_g - -_ 1.045 .69 6%; after .03 5 yrs. 3% Thanks Sving, Paid Holidays: New Years, Memorial, Indepen( encr, Labor Day, 9 Christmas S (Fringes do not apply to Probationary` -------ZONE From City Hall of the largest city in County Journeyman Helier Prop. Helper F-ee Free 0 to ,2 miles - Free 57.19 ea. day 55.77 ea. day 8 to 20 miles - 59.3.. ea. day t � $12.65 ea. day 20 to 30 miles -519.755 e,+. day 521'09 ea. y $21.00 ea. day Over 30 miles - 521.00 ea, daydaily RATE_ --- $1'tj q GLAZIERS_ -- ---- --- —EFFECT IVE_-._.--000PIT I E S FRINGES -_._-�AT�--•--- pn- Vacat own-- PPr. un -fnr7_ E' 65 .75 O1 RATE _LbLATHEPS _-____ ------~ _--- EFFECtIVE ____ _ COUNTIES - -- -- --- - 4TT �o nu - FRING.ES �T-W--___ e-nsian --TdcatTon-- ppr. un -In 5O 1 c .01 .12 r LATHERS - CONT, _ — ZONES From City Hall of largest city in County 0 to 15 miles - Free $.15 oe,• mile up to 90 miles $19.00 per day maximum Overtime is double time APPRENTICESHIP RATE Fringes plus percentage of above rate as determined by Apprenticeship Committee. See Local Apprenticeship Committee _INOLEUM R CARPET LAYERS ___.___RATE $1103 EFFECTIVE M/79 L� t All counCOUNTIES es. FRINGES - --PFTlT-- Pension Appr. Fund Ind. un . 50 1.05 .66 .11 .12 -�_ TRAVEL 1 To City Limits - Frce zone 1 Travel time durina regular working hours is the hour,y rate Travel time on a work day not durinq regular working hours, ly time hourly rate Travel time on Saturday is 2' times hourly rate, Travel time on Sundays 6 Holidays is 3 times hourly rate. Overtime is time and one-half except Sundays b Holidays when it is double time. Subsistence $24.00 per diem Mileage 20t/mi. in employee's vehicle APPRENTICESHIP RATE Fringes plus percentage of above rate as determined by Apprenticeship Committee. See Local Apprenticeship Committee. fAaw) PAINTERS_, _ _ RATE $1231 From City Hall of Largest City in County EFFCCTIV E 'M/*/. "1coup epi s.— COUNTIES 111 Free Zone - 15 miles Travel beyond free tore: S.15/mi. in employee's veh .le Straight time hourly rate dk�ring working hours S-15/mi. outside regu:ar working hours Subsistence - $20.99 Pension Vacation ppr. unTTnd- FRINGES FunTy-` .80 l.n^ .10 .14 PLASTERERS_ EFFECTIVE ..._.___ _ 7/1/79 COUNTIES All counties. late H i W Pension n Appr. Fun —Ind. Funa FRINGES Category 1 12.97 ,75 1.00 .06 .15 ICategory 2 11.97 75 2.00 i- .05 .15 From City Hall of largest city in County 0 - 15 miles - no charge Subsistance - S26.50 15 to 80miles - S .35/mile After 80 miles - S26.50 per day 7 PLUMBERS R STEAMF I TTERS, EFFECTIVE _..._ /U79 _ COUNTIES --- — ----Varney fiaT;ieur FR;NGES -r--- - Hns�on 4aEatlol--�ptr u!10 1 t. and .aa 1 .60 .10 Overtime is at double time. APPRENTICESHIP RATE J— Fringes, plus percentage of atove rate as determiied by Apprenticeship Committee. See Loc,11 ,Apprenticeship Committee. LbLPLUMBERS & STEAMFITTERS __.___— __ .----_ RATE__ tJL4.F4• �EFFECTIVF i!1/I9 _ -_COUNTIES -- Baker Morrow �a Gilliam Umatilla Jheeler Grant Union FRINGES - —��y�--- end Vacat r�`�-pr—F � un(_ — .91 1.70 2.00 .12 SLUMBERS L STEAMFITTERS --. RATE___ -_..$14, EFFECTIVE __ 7/ ? 9 COUNTIES - -_ -- - F{arion en .on inn Lincoln Polk YamhiII _ FRINGES H & W Pens I on Vacat on ppr. -Fund n un-,T__ 1.09 1.65 1.75 .12 .07 _—ZONES From City Hall of laraest city in County E.35 per mile �ubsistance - 57.5.00 ner day APPRENTICESHIP RATE `— Fringes plus percentage of above rate as determined by Apprenticeship Committee. See Local Apprenticeship Committee. LbPLUMBt7S R STEAMFiTTERS_ _______._ _— RATE._, '1���?79 EFFECTIVE. L �ectcemas Hood RiveramooT�-- Clatsoo Multnomah .lasco Columbia Sherman 14ishin^ton Q s PLUMBERS STEAMF1TfERS - CON _ _ FRINGES H b w cns on Vacation ppr. Fund In ,-Fund-'— $1 .50 1.50 .13 .06 Overtime is double time ZONES From City Hall of the larqest city in County 1 to 10 miles - Free 10 to 20 miles - S5.00/day 20 to 30 miles - S8.00/day 30 to 50 miles - $14.00/day Beyond 50 miles- 526.00/day APPRENTICESHIP RATE Fringes, plus percentage of above rate as determined by Apprenticeship Committee. See Local Apprenticeship Committee. PLUMBERS $ STEAMFITTERS _ RATE - $](j,jj EFFECTIVE 9 COUNTIES Coos urry ____. .. _.. _. 1 - Pension Vacat on Appr. Fund Ind. Fund FRINGES .81 1.65 .10 .05 ,vertime - double time _ ZONES From City Hall of largest city in County Travel Compensation: 0-5 miles - 41 hr. pay 20-25 mi. s hr. pay Subsistence: 75 miles or less- $30.00 5-10 miles - 3/4 hr. pay 25-30 mi. - 2 hr. pay per day worked. 10-15 mi. - 1 hr. pay 30-40 mi. - 2� hr. pay Over 75 miles-$30.00 per day 5 days a week. 15-20 mi, - 1h hr. pay —APPRENTICESHIP RATE Fringes plus percentage of above rate as determined by Apprenticeship Committee. See Local Apprenticeship Committee. — RATE° STEAMFITTERS _ $I LbOL-JMBERS EFFECTIVE / 79 Crook pug as -` ane —COUNTIES Deschutes Jefferson _ _FRINGES � Pension —'Vacation ppr. un n u�"�_ .91 1.60 .15 Double tirio for ove--time. Q PLUMBERS Q STEAMFITTERS - CUNT, _— -.. _— _ _— ___ZONES From City Hall of the largest city in County. 0 to 7 miles - Free Outside Free Zone 5.50 per mile when employee uses his own car. S.34 per mile when enployer's vehicle is used. Subsistence - 75 -riles or less - S30.00 per work day Over 75 miles - $30.90 per day, 7 days per week APPRENTICESHIP RATE Fringes, pies percentave of above rate as determined by Apprenticeship Committee. See Local Apprenticeship Committee. PLUMBERS & STFAMFiTTEQS _______.__ RATE _ $14,21 EFFECTIVE—— 1/1/79 COUNTIES Jackson Josephine _ FRINGES HAW e-hns�n — Vacation App r. end —Td. d 1.00 1.80 1.20 .05 .03 Overtime is double tine, ---- ---- -- -- -- ---ZONES Froa, t,ity mall of largest city in County Mileage - S.30 pe- mile to maximum of $72.00 per day S.16 per mile in company vehicle J�b PLUMBERS E STEAMFiTTERS __ __ RATE_._____- $1� — EFFECTIVE 9Z79 _--COUNT I ES Ka—T h — Lake FRINGES H 7--- �Fension Vacation Appr. Fund• .90 1.55 1.00 .10 -- - _-- _ ZONES From City Hall of largest city in County S.40 per mile up to 50 miles 535.00 per day APPREV*r10ES11IP RATES Fringes plus oercemtane of above rale as determined by 4pprgntir.eship Committee. Spe local Apprert ceshio Committee. ROOFER; -- ----- --------- - - EFF7MVE-_._ IMPROVER - Ist 200 hrs. $5.00 IMPROVER - next 20n nrs. $6.60 IMPROVER - ne;:t 40U hrs. $8.20 IMPROVER - next 900 hrs. ?9.95 nQ -` -`_- --- IMPROVER - n:sxt 800 hrs. S1 O^ COJN1'IES --faker Gr-t Sherman dal-lowa Clackamas Hood River Tillamook Wasr.o Clatsop Morrow Umatilla Washington Columbia Multnomah Union Wheeler Gilliam _- - - FRIYGES - H T_�_ Pension Vacatior,- ppr. Fund Tnd. and .70 1.";, Overtime rate is 11$ times regular raf:e, except holidays and Sundays at double time. ,TRAVEL 0-20 mils from City Hall in largest city in county - free zone. 2^-10 miles - $10.00 $.15 per mile in emoleyee's car 30-45 miles - $15.00 calculated on round trip basis. 45-60 miles $20.00 Subsistence out of town - 520.00 per diem ROOFERS RATE— E;:FECTIVE----- HELPER M3 - $8.20 HELPER #2 - $7.51 HELPER 41 - $5.27 _ COUNTIES - --menton � N inn �n�c - I Lincoln Marion yamhill .---------- FRINGES ens in Pens -- Vacation fpr. Fund .45 .15 --_ - ------- - - ZONES From City Hall largest city in County 0 to 15 miles Free zone S.12 per mile from free zone to ,job and hacx. —APPRENTICESHIP RATE Fringes plus percentaae of above rate as determined by Apprentic+!ship Committee. See Local Apprenticeshio Committee. LLI Rn0FERS RATE EFFECTIVE-.-___ COUNTIES t _coos _ Crook Harney Josephine Lane Curry Jackson Klamath Malheur { Deschutes I 11 FRINGES ROOFERS - CONT, .Q.-- pension — catior --�Dr. fund — an 50 HELPERS R APPRENTICES RATES i— Fringes plus percentage of above rete as determined by Apprenticeship Committee. See Local Apprenticeship Committee. RATE— SHEET METAL WORKERS__-_ — _______ EFFECTIVE COUNTIES ----------- —boos oun is �___�osepFi e --Ta cTe . Klamath Lane Urry Jackson ----.._ H-a?r--pens;on lacat�o-`n -PrP Funs--ina. uund---"- _ FRIN'iES .68 F. .045 ZONES TRAVEI,: Hourly rate in employer'% vehicle Hourly rate plus S.20 ner mile in etmloyee's vehicle Subsistence: $28.59 RATEE- I SHEET METAL WORKE45 _._-__.�._ _ -- ---- --� EFFECTIVE_ H19 _COUNTIES --- ------Ea r— —�-__ —row '- iam Umatilla Wheeler Grant Union _ - � —— —Y H S 1J Pension Vacation Appr. Fund Ind. Fund Extended Unemploy- ment Fund .6B 1. 14 14 of .51 L_ t SHEET METAL WORT 'RS_ RATE------ $13,59 E=FECTIVE — 711119 COUNTIES -__ e6 n_fon - escnutes Marion i TI itio0k Clackamas Hood River Multnomah Wasco Clatsoo Jeffers^n Polk Washinoton Columbia Lincoln Sherman Yamhill Crook Linn y FR I N G E S H ens on Vacation por. run& .98 1.28 1.00 .08 --APPRENTICESHIP RATES Fringes plus percentage of above rate as determined by Apprenticeship Committee. See Local Apprenticeship Committee SHEET METAL WORKERS ----- EFFECTIVE COUNTIES Malheur Harney ___FR INGES —rX-L-Tr----pension aca on ppr. un n u�nd -- .73 .74 '1 .13 ZONES From City Hall of largest city in County 0 to 10 miles - Free zone 10 to 25 miles -S .90 additional ner hour 25 to 50 miles -SI.40 additicAdl per hour 50 to 65 miles -$1.65 additional per hour Over 65 m"les - $20 00 per day PAlirlrrC, rAPK14;, R '11GHNAr 1WROVE"ENT Y:t1RKFRS RATE —_$13, -- EFFECT'IVE -- 1/1 7c _---. ___�--- ----._-- COUNTIES All counties. __ FRINGES H 8 N l�7ension vacation -p r.-T ung d --Tod. un _ .45 -----.�--.—_—.—.--- _________HELPER CLASS i F 1 CAT 10N 1st 6 months = $ 6.05 + fringes 41.h 6 months S 9.81 + fringes 2nd 6 months : $ 5.72 + fringes 5'h 6 month, $11 .83 + fringes 3rd 6 months = S 9.47 + fringes Thereafter Journeyman', rate. - - ------ ------ TRAVEL From Cit,v Hall of the largest city in County TravP1 rise rate of pay Subsis Enc- cost of lodging + $11.00 per day. TENDERS T7 MASON TRADES— __RATE_____ $10. EFFECTIVE__—.._.__ 7/ 9 _Crit;"IT I ES ---�All-Counties— FRINGES ----`v A�?T---Fens of n Vacation A6-PF un —Tnd.. Funs--- 1.07 1.23 .80 .10 .09 ZONES From City Hall of the largest city in the County 0 to 5 miles - Free 5 to 20 miles - $2.50 20 to 30 moles - $5.00 -^ 30 to 40 miins - 17.50 Over 40 miles - 59.50 TILE SET-ER, MOSAIC, TERRAllO WORKERS__.. —RATE_--- EFFECTIVE__- _ COUNTIES Croak Coos Klartbth Curry Jefferson ' ake Deschutes Jackson L.ne Douglas Josephine -ZONES Up Up to 20 - free From of Trgesc c ty 20-35 miles 8.00 ea. day in the Countv 35-50 miles - 10.00 ea. day 50-60 miles - 14.00 ea. day 60 and over - 24.00 ea. day FRINGES T H & 14 a-is nsion Vacation Appr. Fund In ir3-- .70 .70 .10 TILE SETTERS, MOSAIC, TERRA'ZO WORKERS_— _ _ -RATELL EFFECT I VE- COUNTIES Baker Gilliam Linn -"alk Wasco Benton Grant Malheur Sherman Washington Clackamas Harney 'la rion Tillamook Wheeler Clat.sop Hood River Morrow Unioh Yamhill Co'ur-bia Lincoln Multnanah Wallowa FRINGES -� —HSG _1renTTon— Acatof n- p� pr. tuna Ind. Fund 8C 1.01 .25 .25 — -_- —7011ES From City Hall of the largest city in County Up to 20 niles - Free 20 to 35 miles - 58.00 each day 35 to 50 miles - $10.00 each da; 50 to 65 miles - $14.00 each day 65 to 60 miles - $20.00 ea0 day Rf) And river - 521.00 earn day 14 n. .� MIR 29-208 01000-1 DIVISION 1 GENERAL REQUIREMENTS SECTION 01000 SPECIAL REQUIREMENTS 1 . GENERAL. Furnis�i all labor, materials , tools, equipment, and transportation necessary for the proper execution of the work in accordance with the Contract Documents and all incidental work necessary to coi ,plete the project in an acceptable manner, ready for use and operation by the Owner. 2. CODES Make installation of all items in complete accordance with all Codes or Regulations set forth by Sate and Local authorities. In case Drawings or Specifications conflict with Code requirements, the Code governs ; however, Specifications are to be considered minimum. 3. GUARANTEE Guarantee replacement, at no cost to Owner, of all Faulty materials and workmanship and pay for any damage to other work resulting therefrom. Period of guarantee tc extend one year from date of acceptance of installation by Owner. Owner, or his represental-ive will give notice of observed defects with reasonable promptness. 4. CONTINUITY OF SER'rICE Contractor shall take all necessary precaution to avoid damage to existing electrical , water sanitary sewer, storm sewer an,' other services and shall arrange and schedule the work to provide continuity of these services. Inter- ruption to any service:-3 will be permitted only by previous arr,ingLment with Owner and upon not less than 48 hour notice. 5. DRAWINGS Make cGmplete set of reproducible "as installed" Drawings on blue-line prints as furnished by Engineer and return to the Engineer. Keep "as installed" Drawings clean, undamaqe and up to date as work progresses. AND PATCHING lne c,,)ntractor shall do all cutting and patching necessary for installation of the new facilities. Patching shall be done to match the finish of adjacent areas. 7. COORDIVATION It must noted the work will be occuring in an existing faciltiy which will remain in service in all areas thrr.ughout; this project. All work must be 79-208 01000-2 7. COORDIN�,TIGiv (Continued) coo!Jinated with the Owner's representative to avoid interruption of services. 0. LAYOUT AND COORDINATION A. Before starting work, carefully examine site and all Drawin,Is so as to become thoroughly familiar with conditions governing work 1 on this project. Verify all indicated elevations and measurements 1 before proceeding with any of the work. I B. The existence of any wires., conduits, pipes, ducts, or other service facilities are shown in a general way only. It will be the duty of the contractor to visit the site and make exact determination of the existence of any such facilities prior to the submission of his bid. It is understood that lie will be responsible for making the exact determination of the location and condition of these facilities. C. Call to the attention of the Fnginner any error, conflict or discrepancy in Plans and/or Specifications. Do not proceed with any questionable items of work until elarifir_aticn of same has been made. Supplementary details ?nd Plans may be supplied aq required and they will become a part of the Contract Documerts, I9. CHANGES IN THE WORK I A. The Owrer may at any time, as the need arises, order changes within the scope of the work without invalidating the Contract. If such changes increase or uecrease the amount due under the Contract Documents , or in the time required for performance of the work, I an equitable adJustment shall be authorizers by Change Order. B. The Contract price may be chanted only by a Change Order. The value of any work covered by a lunge Order or any claim for an i increase or decrease in the Contract price shall be determined by one or more of the following methods in the order of precedence listed below: (1 ) Unit prices previously approved. (2) An agreed 'I1imp sum. (3) Force account. The actual cost for labor, direct overhead, materials, supplies, equipment, and other services necessary to cnrinlete the work shall be documented. That cost plus an amount to be agreed upon but not to exceed fifteen percent of the actual cost to cover the cost of general overhead and profit shall be paid to the contractor. 79.208 01000-3 10. PROFILE ELEVATIONS Existing ground profiles were determined from field surveys, which are available for inspection by the Contractor at the office of the Engineer. 11 . CONTRACTOR' S RESPONSIBILITY FOR UTILITY PROPERTIES AND SERVICE In areas where the contractor' s operations are a1jacent to or near a utility and such operations may cause damage, loss and inconvenience, the operations shall be suspended until all arrangements necessary for the protection thereof have been made by the contractor. The contractor shall notify all utility offices which may be affected by the construction operation at least 48 hours in advance. Before exposing any utility, the utility having jurisdiction shall grant permission and may over,ee the operation. Should serivice of any utility be interrupted, due to the contr,ictor' s operation , the proper authority shall be notified immediately. 12. INTERFERING STRUCTURES A. The contractor shall protect all existing structures from damage. When existing structures must be removed or are damaged due to operations, the contractor shall restore such structures to original condition. B. Remove and replac2 small miscellaneous structures such as fences, mailboxes and sign posts. Replacement of such structures shall be as good or better as the original condition. C. Power poles will be removed or protected at no cost to the Ovmer. All other poles shall be protected from damage by the contractor. If interfering power poles, telephone polEs, guy wires, or anchors are encountered, notify the affected utility a minimum of 48 hours in advance of construction operations to permit the necessary arrangements with the affected utiltiy for protection or relocation of the interfering structure. D. When any existing structures or facilities which are intended to remain are damaged by the contractor, the contractor shall promptly repair or repiacF the damage structure or facility at no additional cost to the Owne 13. FIELD RELOCAT?Cd During the progress of construction, necessary minor relocations of the line may be expected due to encountering existing structures. In such instances, the Engineer shall be notified before continuing operations and may make field revisions as necessary to avoid conflict with the existing structures . The cost o17 waiting or "down time" during field revisions shall be borne by the contractor without additional cost to the Owner. Unforeseen obstructions encountered as a result of relocations shall not be subjects for claims for additional compensation by the coitractor to any greater extent than would have been the case had the obstructions been encountered along the original location. •m 79-208 01000-4 14. TRAFFIC MAINTENANCE AND SAFETY A. the contractor shall comply with all rules and regulations of the City, County, or Stp.ce authorities regarding the closure of public streets or highways t) use of public traffic. No public road shall be closed to Lhe 3ublic except by express permission of the public agency responsible for the road. The contractor shall conduct his operations so as to assure the least prossible obstruction to traffice and normal commercial pursuits. B. When traffic will pass over backfilled trenches; befo, ? they are I paved, the top of the trench shall be maintained in a condition that will allow normal vehicular movement to continue. Acce.,s driveways must be provided where needed. Cleanup operations shall follow immediately hehind backfilling and the work site shall lrp kept in an orderly condition at all times. 15. _PROTECTION OF PROPERTY IThe contractor shall protect stored materials . cultivated trees and crops, and other items located adjacent to the proposed pipeline. 16. ACCESS FOR POLICE, TIRE, AND POSTAL SERVICE No street closure or portion thereof shall be made without fi„t notifying and receiving approval from the Engineer, Fire Department and Police Department. The contractor si,all conduct operations so as to cause the least interference with emergency vehicle access. I17. SEQUENCE OF UPERATIONS A. The contractor shall plan the construction work and execute his operations with a minimum of interference with the operation of the existing facilities. It may be necessary to do certain parts of the construction work outside normal working hours in order to avoid undesirable conditions, and it shall be the obligation of the contractor to do this work at such times at no additional cost to the Owner. This scheduling, however, is subject to the Owner's approval and does riot relieve the contractor from making his work available to inspection. B. Connections between Pxisting work and new work shall not be made until necessary inspection and tests have been completed on the new work and it is found to conform in all respects to the requirement, of the Plans and Specifications. C. Cleanup of all constr_-tien debris, excess excavation, and ex .ass materials, and complete restoration of all fences, mail boxes , ditches, culverts, signposts, and similar items shall be comi.leted immediately following the final backfill of the trench. 9-208 01000-5 18. SITE RESTORATION AND CLEANUP A. The contractor shall keep the premises clean and orderly at all times during the work and leave the project free of rubbish or excess materials of any kind upon completion of the work. B. During con:;truction, the contractor shall stockpile the excavated trench materials so as to do the least damage to adjacent lawns, grassed areas, gardens, shrubbery, or fences. All excavated materials shall be removed from these areas, and these surfaces shall be left in a condition equivalent to their original condition and free from all rocks, gravel , boulders, or ^;,pier foreign, material . All existing drainage ditches and culverts shall be reopened and graded, and original drainage i restored. The contractor shall restore or replace lverts broken or damage to their original condition and location. 19. STREET CLEANUP A. The contractor shall clean all spilled dirt, gravel , or other foreign material caused by the construction operations from all streets and roads at the conclusion of each day's operation. Cleaning shall be by grader and front end loader Supplemented by washi-g with water, power brushing, and hand labor, unless approved otherwise by the Engineer. B. Within five days after completion of all paving, remove all dirt, mud, rock, gravel , and other foreign material from the paved surface. i I I An 0 79-209 01100-1 Yi SECTION 01100 UNIT PRICES C- 1 . _ GENERAL Include the unit prices for additions or deletions of the items listed below. The allowance for each of the items shall be for the complete cast as if installed and shall incluae, but not necessarily be limited ti, the net cost of the product, delivery and unloading at site, handling, protection, labor, installation, trenching, backfilling, finishing Pod cleanup. 2. ROCK REMOVAL Unit price per yard for the removal of rocks larger than 1/2 cubic yard and having any dimension greater than three feet. Removal of smaller rocks will be cnnsidered normal excavation and is not subject to additional cost to the Owner. T:ie Engineer shall be notified when such rocks are encountered and will visit the site for the purpose of verification of rock size. Payment for rock removal will be processed as a Change Order. No Change Order for roe,!: removal will be accepted without verification of rock size by the Engineer at the time of rock remcval . 3. DRAINAGE PIPING BENEATH PAVING Unit price per foot complete for drainage pipe installed beneath paved areas. Such unit price shall be for the roriplete installation as described in Paragraph (1 ) above anti for a depth of bury not deeper than the deepest section of pipe shown on the Drawings and for drainage piping not larger than the largest: pipe shown on the Drawings. 4.� DRAINAGE PIPING BENEATH UNPAVED AREAS Unit price per foot complete for drainage pipe installed beneath unpaved areas. Such unit price shall be for the complete installation as described in Paragraph (1 ) at,ove and for a depth of bury not oeeper than the deepest section of pipe s!;own on the Drawings and for drainage piping not larger than the largest pipe shown on the Drawings. 5. CLEANOUTS Unit price per four inch cleanout to grade installed in unpaved areas. Such unit price shall be for the complete installation as described in Paragl'aph (1 ) above and as detailed on the Drawings. 79-208 02221-1 DIVISION 2 SITE WORT: SECTIM 02221 TRENCH EXCAVATION AND BACKFILL 1 . GENERAL_ This section covers the work necessary for trench excavation and backfill , complete, except for pipe base and pipe zone backfill which are included under Section 02433, GRAVITY SEWER PIPE. 2. TYPE OF EXCAVATION Trench excavation shall be classified as common excavation, unless otherwise specified. Common excavation is defined as the removal of all material regardless of the type, character, composition or condition. 3. TYPE OF BACKFILL A. The class of backfill to be used above the pipe zone is indicated on the plans. The right is reserved to modify the use, location and quantities of the various types of backfill during construction as the Engineer considers to be in the best interest of the Owner. B. Trench backfill above the pipe zone will be d=vided into the following classifications : (1 ) CLASS C BACKFILL Class C backfill will , generally, be limited to locations where trenches are located in unsurfaced areas and on street and road shoulders where prevention of subsequent trench settlement is not considered critical . p (2) CLASS D BACKFILL R Class D backfillwill , generally, be limited to traveled roadways and crossings where surfacing replacement will be made shortly after backfilling and subsequent trench settlement must be held to a minimum. Wien directed by the Engineer, Class D backfill shall also be used under all culverts, water, gas , irrigation and sewer lines, buried i telephone, power and television cable, and any other miscellaneous buried pipelines or cables that cross the sewer trEnch. 4. MATERIALS A. GRANULAR BACKFILL Granular material shall conform to the following : i 70-•208 02221-2 Sand Equivalent Greater Than 20 Sieve Sizes _ % Passing • 3-1 i00 #4 35-100 #30 20-100 B. FOUNDATION STABILIZATION Foundation Stabilization shall be 4 inch minus pit-run or crushed rock, with a reasonably uniform gradation from coarse to fine and fl free from excessi`e dirt or organi;, matter. `I C. IMPORTED TOPSOIL 11 Topsoil shall be suitable loam with a hi3h degree of fertility, free of clads , roots , gravel or other inert material . It shall also be Ifree of any noxious vegetation or seed. 5. EXECUTION A. REMOVAL OF PAVEMENT Cut all bituminous and concrete pavements , regardless o` the thickness , and all curbs and sidewalks , before excavation of the trenches with an approved pavement cutter to the width required at the trench surface. The remaining pavement shall not be subject to a lifting force, either by direct contact with the excavating equipment or by inadequate pavement prec.,tting. Any pavement beyond the trench line that is lifted shill be re,ioved and rerilaced at no cost: to the Owner. Pavcment and concrate p materials removed shall be hauled from the site and noL used for trench backfill . B. REMOVAL OF TOPSOIL ( 1 ) Where trenches cross lawns , garden areas , pasture-lands , i cultivated fields, or other areas on which reasonable topsoil conditions exist, remove the topsoil to a depth of 12 inches for the full width of the trench to be excavated. Stockpile this topsoil to one side of the right-of-way and do not mix M with the remaining excavated material . Replace the topsoil in the top 12 inches of the backfilled trench. Minimum finished depth of topsoil over all trenches shall be 10 inches . (2) In lieu of stockpiling the topsoil , Imported Topsoil may be substituted in the top 10 inches. (3) Maintain the finished grade of the topsoil level with the area adjacent to the trench until final acceptance by the Owner. Repair damage to adjacent `opsoil caused by work operations. Remove all rock , gravel , clay, and any other foreign materials from the surface; regarde and add topsoil as required. 79-208 02221-3 C. TRENCH WIDTH (1 ) The maximum permissible trench width from the bottom of the trench to the top of the pipe shall be as follows : 15 inch diameter and smaller - 40 inches 1� inch diameter and larger Outside diameter plus 24 inches (2) Greater trench widths must be approved by the Engineer. Narrower trench widths where required shall be covered in special provisions , or as shown on the plans. (3) The maximum width of trench above the top of pipe will not be limited, except in cases where excess width of excavation would cause damage to adjacent structures or property. D. OPEN TRENCH LIMITATION The length of trench excavated in advance of the pipe laying shall be kept to a minimum, and in no case shall it exceed 300 feet unless otherwise specifically jutforized by the Engineer. E GRADE Eyca-, .tp the bottom of the trench to the trench subgrade. Trench subgrac'i shall be at least 4 inches below the outside bottom of the pipe Darrel . If the trench is excavated below the required grade, correct with Pipe Base Material as specified in Section 02433, GRAVITY SEWER PIPE, at no additional cost to the Owner. Place the material over the full width of the trench in compacted layers not exceedinq G inches deep to the established trench subgrade. F. SHORING AND SHEETING Whenever necessary to prevent caving during excavation in sand, gravel , sandy sail , or other unstable material , or to protect adjacent structures or property, adequately sheet and brace the trench. All sheeting, shoring , and bracing of trenches shall conform to the safety requirements of the federal or state agency having jurisdiction. G. LOCATION OF EXCAVATED MATERIALS ( 1 ) During trench excavation, place the excavated material only within the construction working area. Pile 'n such a manner that it will cause a minii,,um of inconvenience to the traveling public. Do not obstruct ary private or public traveled streets. Conform to all federal , state and local codes governing the safe loading of all trenches with excavated material . (2) Free access shall be provided to all fire hydrants , water valves, and meters , and clearance shall be left to enable free flow of storm water in all gutters, other conduits , and Inatural water courses. 79.-208 02221-4 H. DEWATERING (1 ) Provide and maintain ample means and devices with which to promptly remove and dispose of all water entering the trench excavation during the time thn +rench is being prepared for the pipe laying, during the laying of the pipe, and until the backfill at the pipe zone has been completed. Removal of natural soils will not be allowed. (2) Dispose of the water in an approved manner without damage to adjacent property. Drainage of trench water through pipeline under construction is prohibited. I. FOUNDATION STABILIZATION When the existing material in the bottom cr the trench is unsuitable for supporting the pine, excavate bele- the flow line of the pipe and backfill the trench to suogr-dde of pipe base with Foundation Stabilization Material . Place the material over the full width of the trench in thoroughly compacted layers not exceeding 6 inches deep. Unsuitable material is defined as boulders , peat or other organic materiel which is unsuitdble for supporting the pipe. J. TRENCH B.,CKF11_L ABOVE PIPE ZONE When backfill 's placed mechanically , push the earth , gravel or other material used in backfilling first Into the slope of the backfill previously placed and allow to roll down into, the trench. Do not push the backfill material into the trench in such a way as to permit free fall of the material into the open trench until at least 2 feet of cover i5 provided over the pipe. Under no circumstances allow sharp, heavy pieces of material to drop directly onto the pipe or the tamped material around the pipe. Do not use backfill material of consolidated masses larger than 12 inches in i any dimension. I K. CLASS C BACKFILL Following backfill in the pipe zone the excavated material shall be pushed back into the trench. After the backfill has been completed; the entire working area, including the trench, shall be graded. A windrow of excavated material shall be placed over the trench to allow for settlement. The contractor shall make his own estimate of the amount of settlement that will occur and shall windrow enough material to compensate for settlement. Remove rocks larger than 2 inches from the upper 8 inches of the backfill . 9 79-208 02221-5 L. CLASS D BACKFILL (1 ) The trench aoove the pipe zone s)all be backfilled with Granular Backfill material . This material shall be placed in suitable lifts to allow sufficient compactive effort to be applied. Complete backfill as specified under Sectio-i 02440 SURFACE RESTORATION. Any subsequent settlement of the finished surfacing during the warranty ,period shall be promptly repaired by the contractor at ro cost to the Owner. (2) The Granular Backfill w-ithin 4 feet of finished grade shall be compacted to not less than 95;0' relative .,ompaction. Backfill more than 4 feet from finished grade shall b,: compacted to not less than 90 percent relative compaction. M. MAINTENANCE OF TRENCH BACKFILL. Maintain the surface of the backfilled trench level with the existing grade until final surface restoration is completed or the entire project is accepted by the Owner. This maintenance shall include, but not be limited to , the addition of gravel and cold-mix asphalt to keep the surface of the backfilled trenches reasonably smonth and suitable for normal traffic flow. Temporary pavement replacemer,t of L:i approved cold-mix asphalt shall be installed, on the same day as backfilling , above all trenches that cross paved streets. N. LXCESS EXCAVATED MATERIAL Dispose of all excess excavated materials. Make arrangements for the disposal . Bear all costs or retain any income incidental t) material disposal . 0. DRAINAGE CULVERTS (1 ) Replace in kind drainage culverts which are removed and are at or near right angles to the trench center line. If the pipe is damaged during removal , dispose of it and furnish and install new pipe. Dispose of culvert pipe that is in too poor condition to replace because of age, physical conditions , or other reasons beyond the contractor's control , and install new pipe; cost of pipe materials only to be paid by Owner. (2) Replace culvert pipe to the lines and grades established by the Engineer. Do not replace culverts until the proposed pipeline is installed and the proper backfilling of the trench has hcen completed to the subgrade of the culvert. 79-208 02350-1 SECTION 02350 MANHOLES AND STRUCTURES 1 . SCOPE This section covers the work necessary for the construction of manholes and miscellaneous concrete structures. 2. MATERIALS A. BASE ROCK Clean pea gravel or crushed rock with a maximum size of 3/4 inch, uniformly graded from coarse to fine. 3. CONCRETE Concrete used in the construction of manholes shall be ready-mixed conforming to ASTM C 94 , Alternate 2. Compressivfield strength for manhole bases and miscellaneous structures shall be not less than 3000 psi in 28 days; maximum size aggregate shall be 1-1/2 inch, slump shall be between 2 and 4 inches, unless otherwise specified. C. PRECAST MANHOLE SECTIONS Precast manhole sections shall be minimum 48 inches in diamter, conforming to ASTM C 478. Minimum wall thickness shall be 5 inches. All cones shall be eccentric_. Cones shall have same wall thickness reinforcement as manhole sections. Top and bottom of all sections shall be parallel . Manhole steps shall be cast in the precast sections by the manufacturer of the manhole sections. D. MANHOLE STEPS Manhole steps shall be steel conforming to ASTM A 36, galvanized in accordance with ASTM A123, 12" x 8" with a 3/4 inch diameter ininimum section. E. PRECAST BASE SECTIONS AND BASES Precast base sections or manhole bases shall be approved by the Engineer prior to installation. Base secti ,ns shall have the base slab integral with sidewalls , Base slab shall be 6 inches thick with #5 reinforcirg bar, 12 inch centers, both directi­is, in center of slab. 79-208 02350-2 F. PREFORMED PLASTIC GASKETS Gaskets shall be Kent-Seal #2 or Ram-Nek conforming to Federal Specifications SS-S-00210. G. MANHOLE EXTENSION Concrete rings for extensions shall be six (6) inches maximum and four (4) inches minimum thickness. H. REINFORCING STEEL Conform to ASTM A 615, Grade 40, deformed bars. I . MORTAR standard premixed mortar conforming to ASTM C 387 or proportion 1 part Portland cement to 2 parts clean, well graded sand which will pass a 1/3 inch screen. Mortar mixed for longer than 30 minutes. shall not be used. J. �"ANHOLE FRAMES AND COVERS Manhole frames and covers shall be cast iron of size and shape as detailed in the standard drawings. Castings shall conform to ASTM A 48, Class 30. Plane or grind bearing surfaces to insure flat, true surfaces. Covers shall be true and seat within ring at all points. ? EXECUTICN A. EXCAVATION BACKFILL Conform to applicaele portions of section Trench Excavation and Bdckfili . Backfi�l o` manholes shall conform to highest trench class immediatel% adjacent.. B. FOUNDATION STABILIZATION If material in t,)ttom of trench is unsuitable for suppo^ting manholes, excavate below the flow line as directed by the Engineer, and backfill to required gradE with Foundation Stabilization Material , as defined in Section 0.221 , TRENCH EXCAVATION AND BACKFILL. CONCRETE BATE C ) Remove water from excavated area. Provide six inch (61 minimum layer o` compacted base rock. Construct concrete base sc that first sL-ction of precast manhole has uniform bearing throughout full circumference. W w W 79-208 02350-3 (2) Deposit sufficient mortar on base to assure watertight seal between base and manhole wall or place the first precast section of manhole in concrete base before concrete has set, if preferred. First section shall be properly located and plumb. D. PLACING MANHOLE SECTIONS Clean ends of sections of fcreign materials. Install preformed Plastic gasket in conformance with manufacturer's recommendations. E. MANHOLE INVERTS Construct manhole inverts with smooth transitions to insure an unobstructed flow through manhole. Remove all sharp edges or rouge sections which tend to obstruct flow. F. MANHOLE EXTENSION A manhcle extension of four inches (4") will be sed on all man- holes. Extensions will be limited to a maximum Keight of twelve inches (12") , G. RINGS AND COVERS Install rings and covers on top of manholes to positively prevent all infiltration of surface or groundwater into marholes. Rings shall be set in a bed of mortar with the mortar carried over the flange uF the ring. Set rings so tops of covers are flush with surface of adjoining pavement, or one foot above natural ground, unless otherwise directed by the Engineer. ai i 79-208 02433-1 SECTION 02433 GRAVITY SEWER PIPE 1 . SCOPE This sect'.on covers all work necessary for the installation of gravity sewer pipe and fittings, and pipe base and pipe zone construction. 2. PIPE BASE The area of pipe base extends for the full width of the trench from 4 inches below the outside bottom o, the pipe barrel to the invert level of the pipe. 3_ PIPE ZONE Th; area of the pipe zone extend; for the full width of the trench from the invert level of the pipe to 6 inches above the outside top of the pipe barrel . MATERIALS A. PIPE BASE Clean pea gravel or crushed rock with a maximum size of 3/4 inch , uniformly graded from coarse to fine. Clean sand may be substituted for gravel - n trenches with no ground water. B. PIPE ZONE Clean pea gravel or crushed rock with a maximum size of 3/4 inch , uniformly graded from coarse to firie. :. SELECT Select material taken from the trench excavation which contains no rock, clay masses , clods , frozen soil , or other pieces of material larger than 1-1/2 ;rhes. D. PIPE ( 1 ) NON-REINFORCED CONCRETE PIPE AND FITTINGS Conform to ASTM C14 with ASTM C150 , Type 11 cement. Concrete pipe shall riot he coated internally or externally with any substance of any *vpe in an attempt to improve its perforii,,ance when air tested. Joii.t; shall be rubber-gasketed type, conforming to ASTM C443. (2) REINFORCED CONCRETE PIPE Conform to ASTM C76 requirer,ients with Class as noted on the Plans or Specifications. 79-208 02433-2 (3) CAST IRON Cast iron pipe shall conform to ANSI Spec'.fication A21 .6. 5. EXECUTION A. DEWATERING (1 ) Provide and maintain equipment to promptly remove all water entering the trench during the tirre the trench is beiry prepared for pipe laying , during the laying of the pipe and until the pipe zone backfill has been completed. Dispose of water in an approved manner without damage to adjacent property. Pipe shall not be laid in water. (2) Take all precautions necessary to prevent the Uplift or floatirg of the line prior to the completion of the backfilling operation. B. BASE Pipe shall be laid on Pipe 3ase Material at least 4 inches in depth below the outside barrel of the pipe. Excavate bell holes at each joi-it of sufficient depth that belis do not tol.ich base or native material . Pipe base shall be fine graded by hand to give uniform even support to the barrel cf the pipe. Pipes shad not be laid on blocking or any material other than Pipe Base Material . C. PIPE DISTRIBUTION ( 1 ) Distribute material on the .job no faster than it can be used to good advantaye. Unload pipe which cannot be physically handled by workmen from the trucks by a forklift, or other approved means. Pipe shall riot be dropped from the bed of the truck to the ground in any manner that will result in damage to the pipe. Do not distribute more than one week 's supply of material in advance of laying. Inspect all pipe and fittings prior to lowering into trench to insure no cracked, broken, or otherwise defective materials are beinq used. Clean ends of pipe thoroughly. Remove foreign matter and dirt from inside of pipe and keep clean during and after layinq. (2) Use approved implements, tools and facilities for the safe and proper protection of the work. Lower ripe into the trench in such a manner as to avoid any physical damage to the pipe. Remove all damaged pipe from the job site. Do not drop or dump pipe into trenches under any circumstances. 79_208 02433-� D. LINE AND GRADE (1 ) Do not deviate from line or grade, as established by the Engineer more than 1/2 inch for line and 1/4 inch for grade, provided that such variation does not result in a level or reverse sloping invert. (2) Measure for grade at the pipe invert , riot at the top of the ?ipe , because of permissible variation in pipe wall t',iickness . E. F(TEIGN MATERIAL a<r the necessary precautions required to prevent excavated or o ner foreign material from getting into the pipe during the laying operation. At all times, when layinq operations are not in progress , close and block the open end of the last laid section of pipe to prevent entry of coreign material or creep of the -asketed joints . F. PIPE LAYING (1 ) Pipe laying shall proceed upgrade with spigot ends pointing in direction of flow. After a section of pipe has, been lowered into the prepared trench , clean the end of the pipe to be joined, the inside of the joint, and the rubber ring immediately before joining the pipe. Make assembly of the joint in accordance wi t,i the recommendations of the manufcr,turer of the type of joint used. Provide all special tools and appliances required for the jointing assembly. (2) After the joint has bEen made , check pi'''- for alignment and grade. The trench bottom shall form a (..ntinuous and unirForm bearing and support for the p:pe at every point between joints. G. MOVABLE SHIELD When pipe i; laid within a movable trench shield, take all necessary precautions to prevent pipe joints from pulling apart when moving the shield ahead. H. CUTTING PIPE , (1 ) When cutting and/or machining the pipe is necessar;, USE! only tools and methods recornrnended by the pipe manufacturer and approved by the Engineer. (2) Cut cast iron or ductile iron pipe with milling type cutter or with rolling pipe cutter. Do not flame cut. .w r 79-208 02433-4 I . PIPE LONE MATERIAL (1 ) Install Fipe Zone Material uniformly on both sidos of the pipe up to the horizontal center line of the pipe. Material shall be placed in lifts not exceeding 6 inches and each lift shall be, slic'7:d with a hand shovel to insure that there are no voids beneath the pipe. (2) Above '.:he horizontal center line of the pipe, Select Material may be placed to the top of the pine zone. When , in the judgment of the Engineer, insufficient or unsuitable materiai exists at trench side `or pipe zone, import and place Pipe Zone Material . (3) at n,, time will material lzrger than 1-1/2 inch be allow,,d to free fall in the pipe zone area. J. ACCEPTANCE TESTS (1 ) All sewers shall pass a hydrostatic or air test prior to acceptance and shall be free from visible leakage. (2) Plug all pipe openings with gasketed caps or plugs securely fastcoed or blocked to withstand internal test pressures. Plugs and raps shall be removable and after removal shall not affect the installation of additional 'pipes , or appu,-tenances to the tested pipe. Contractor shall furnish all t?st equipment and shall provide the Engineer with satisfactory evidence that gauges for air testing are properly calibrated. (3) Acceptance tests shall only be performed after all building sewers, manholes, and backfilling are complete. Infiltration of groundwater in an amount greater than herein specified, following a successful hydrostatic or air test as specified, shall be considered as evidence that the original Lest was in error or that subsequent failure of the pipeline ;ias occurred. The contractor will be required to cor-ect such failure Should t!,ey ocr_ur within the warranty period. (4) HYDROSTATIC TESTING Pipe and joints shall sustain a maximum limit of 0. 5 gallon per hour per inch diameter per 100 feet when field tested by exfiltration methods. The hydrostatic head for test purposes shall exceed the maximum estimated groundwater level in the section being tested by at least 12 inches and in no case shall be less than 24 inches above the inside top of the highest section of pipe in the test section, including service connections. In every case, the height of the water table at the time of the test shall be determined by the contractor by awill w 79-208 02433-5 5. EXECUTION (Continued) exploratory holes )r such other methods approved by the Engineer. The Eng- neer shall make the final decisions regarding test height for the water in the pipe section being tested. The length of pipe tested by exfiltration shall be limited so that the pressure on the invert of the lower end of the section shall not exceed 16 feet of water column. The pipe test section may be filled 24 hours prior to the time of exfiltration testing, if desired, to permit normal absorption into the pipe walls to take place. Any building sewer pipe included in t;-,E test section and subjected to the minimum head specifies, shall be taC9n into account in computing allowable leakage. (5) AIR TESTING Arcer all nluas Ice in place and securely blocked, introduce air slowly into the pipe section to be tested until the internal air pressure reaches 4.0 pounds per square inch greater than the average back pressure of any grourdwa*er that may submerge the pipe. Allow a minimum of 7 minutes for the air temperature to stabilize. Deterriine the height of the groundwater table, at the time of the test., as specified for hydrostatic testing (6) BASIS OF ACCEPTANCE Pipe and joints being air tested shall be considered acceptable when tested at an average pressure of 3.0 pounds per square inch greater than the average back pressure of any groundwater that may submerge the pipe , when the total race or air loss I from the section being tested does not exceed 2.0 cubic feet per gni nute ; and the section of line does riot lose air at a I r..te greater than 0.0030 cubic foot per minute per square foot of internal pipe surface. K. FINAL SEWER CLEANING ( 1 ) Prior to final acceptance and final manhole-to-manhole inspection of the sewer system by the Owner, flesh and clean all parts of Ithe system using a flushing ball that is the same size as the inside of the pipe. Remove all accumulated construction debris , rocks , gravel , sand, silt and other foreign material from the sewer system at or near the closest downstream manhole. If necessary, use mechanical rodding or bucketing equipment. Urder no circumstances shall any material enter the treatment plant or downstream pump stations as a result of flushinq the sewer s stem. I I ,. 19-208 02433-6 (2) The contractor shall schedule final inspection of the sewer system with the Owner a min-imWrr of 48 hours prior to the inspection. A representative of the contractor shall accompany the Owner's representative during the inspection. a 19-208 02440-1 SECTION 02440 SURFACE RESTORATION 1 . SCOPE This section covers the work necessary for replacement of pavement and other street features. 2. MATERIALS A. CRUSHED ROCK (1 ) BASE COURSE ROCK Rock for base course shall be 1-1/2 inch and shall conform to the applicable portions of the Standard Specifications for Highway Construction of the Oregon State Highway Commission for coarse aggregate base material . (2) LEVELING COURSE ROCK Rock for leveling course shall be 3/4 inch, conforming to the e.pplicable portions of the Standard Specifications for Highway Constructioi, of the Oregon State Highway Commission of leveling course. B. ASPHALT CONCRETE ( 1 ) SURFACE COURSE Asphalt concrete for the surface course shall be Class C mix conforming to the Standard specifications for Highway Construction of the Oregon State Hiqhway Commission. C. PRIME COAT I Materials for prime coat shall be emulsified asphalt type RS-1 , or RS-2, or liquified ;jsphalt RC-250. 3. EXECUTION IA. TRENCH REPAVING I (1 ) SUBGRADE Bring the trench to a smooth , even grade at the correct distance below the top of the existing pavement surface, allowing for base rock, leveling rock and asphalt concrete. Trim existing pavement to a straight line to remove any pavQment which has been damayed or which is broken and unsound and to provide a smooth , sound edge for joining the new pavement. Compact top 8 inches of pavement subgrade to 10 percent relative density, ASTM D 2049. Accomplish supplementary where required with approved mechanical vibrating or power tampers. w 79-208 02440-2 (2) BASE COURSE AND LEVELING COURSE Workmanship in manufacturing, placing, compacting and maintaining base or leveling course shall be in conformance with the requirements of the Standard Specifications for Highway Construction of the Oregon State Highway Commission, except as modified herein. (3) PRIME COAT After the leveling course has been compacted, apply an asphalt prime coat, specified above , at 0.25 to 0.45 gallon per square yard to ti-e edges of the existing pavement ar- ' manhole frames. B. PLACEMENT OF ASPHALT CONCRETE Asphalt concrete shall not be placed, when the atmospheric temperature is lower than 40 degrees , , during heavy rainfall , when the surface upon -thich it is to be placed is frozor or wet. Exceptions will be' permitted only in special cases and only with prior written approval of the Encin,_er. C. BASE COURSE If a base course of asphalt concrete is required, place the asphalt concrete on the prepared subgrade over the trench to a depth of 2 inches. Spread and level the asphalt concrete. Compact by rolling or by use of hand tampers where rolling is impossible. Power roll ?rs shall be capable of providing compression rr 350 pounds per linear inch. D. SURFACE COURSE (1 ) Place the asphalt concrete to the required depth. Spread and level the asphalt concrete with hand tools or by use of a mechanical spreader, depending upon the area to be pave:i. Bring the asphalt concrete to the proper grade and compact by rolling or the use of hand tampers where rolling is impossible. Roll with power rollers capable of providing compression of 350 pounds per linear inch. Begin the rolling from the outside edge of the replacement progressing toward the existing surfacing, lapping the existing surface at ,east 1/2 the width of the roller. If existing surfacing bounds both edges of the replacement, beqin rolling at the edges of the replacement, lapping the existing sur-lace at least 1/2 the width of the rci ler, and progress toward the center of the replacement area. Overlap each preceeding track by at least 1/2 the width of the roller and ;Hake sufficient passes over the entire area to produce the desired result , as determined by the Engineer. 79-208 02440-3 (2) The finished surface of the new compacted paving shall be flush with the existing surface and shall conform to the grade and crown of the adjacent pavement. (3) Immediately after the new paving is compacted, all joints between new and original asphalt pavement shall be painted with hot asphalt or asphalt emulsion and be covered with dry paving sand before the asphalt solidifies. E. PROTECTION OF STRUCTURES (1 ) Provide whatever protective coverings may be necessary to protect the exposed portions of curbs , gutters , posts, guard fences, signs , and any other structures from splashing oil and asphalt from the paving operations. Remove any oil , asphalt, dirt or any other undesirable matter that may come upon these structures by reason of the paving operations. (2) Where water valve Loxes , manhcles„ catch basins. or other underground utility appurtenances are within the area to ae surfaced, the resurfacing shall be level with the top of the existing finished elevation of these facilities. F. CONTRACTORS RESPONSIBILITY Repair all settlement of pavement over trenches within the war-rarity period at no additional charge to the Owner. dtvtc�• t -c-�� �,La/ oxo, �'a r ,'"•�,c �lc�,o.►.� n� 1cs�"Q,, U Address 11426 S.W. Capitol ii Permit 9 Permit charge Owner D..nneys Restaurant _ Connection fee Pain by —�. �_ A4 BAin A ....._.._.,._.,,._.�_.. Type of building Restaurant Date connected Service rate U` lel,<. -)It f�it�� Inspection free .�..��•pO � __..,� ,._. Contractor _ Paid by Mr. Val Hain Cate Size of coruiectio.L Assessment �T�_ __� Pass