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HomeMy WebLinkAbout123-86 RESOLUTIONRESOLUTION In.)23-s6 A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE A CONTRACT WITH McCLIIdTDN-ANCHOR COMPANY FOR DRAINAGE REHABILITATICN AT DRAKE FIELD. BE IT RESOLVED BY TER; BOARD OF DIRECTORS OF THE CITY OF FAYE1TEVILLE, ARKANSAS: That the Mayor and City Clerk are hereby authorized and directed to execute a contract with McClinton Anchor Conpany for drainage rehabili- tation at Drake Field. A copy of the contract authorized for execution hereby is attached hereto marked Exhibit "A" and made a part hereof. PASSED AND APPROVED this 16 day of December , 1986. APPROVED Ma or MICROFIL.MI01 CONSTRUCTION SPECIFICATIONS DRAINAGE REHABILITATION TO DRAKE FIELD FAYETTEVILLE MUNICIPAL AIRPORT FOR CITY OF FAYETTEVILLE FAYETTEVILLE, ARKANSAS Project No. FY862152 November, 1986 11 I UCCUiInnO 1 CCn!WRI TABLE OF CONTENTS SECTION 00050 Notice to Contractors 00100 Instructions to Bidders 00300 Proposal 00410 Notice of Award 00420 Notice to Proceed 00500 Construction Contract 00610 Arkansas Statutory Performance and Payment Bond 00615 State Wage Rate 00700 General Conditions 00800 Supplementary Conditions Specifications Division 1 - General Requirements 01005 Administrative Provisions 01200 Project Meetings 01400 Quality Control 01500 Construction Facilities and Temporary Controls 01600 Material and Equipment 01700 Contract Closeout Divisions 2 - 4 02218 02225 02720 02936 04100 Appendix Plans Landscape Grading Trenching Storm Drainage Systems Seeding Mortar MCCIelland At�enadT MCCZ/iny PAGE NO. 1-2 1-5 1-3 1-2 1 1-3 1-2 1-2 1-39 1-10 1-3 1 1-3 1-3 1-3 1-2 1-2 1-3 1-4 1-4 1-3 Sheets 1 & 2 NOTICE TO CONTRACTORS l 7'a ax._IzE«.>, r SECTION 00050 NOTICE TO CONTRACTORS Notice is hereby given that the City of Fayetteville, Fayetteville, Arkansas, will receive sealed bids in the Airport Manager's Office in the Terminal Building at Drake Field, Fayetteville, Arkansas, until 2:00 P.M. on the 25th day of November , 1986, for furnishing of albs and labor, and the performance of work to be done in constructing Drainage Rehabilitation to Drake Field, Fayetteville Municipal Airport. Work under this Contract shall include excavation, joint repair, installation of underdrain and filter fabric, backfilling and seeding. The location of the work is set out in the Plans and Specifications to be on file in the offices of McClelland Consulting Engineers, Inc.: P.O. Box 1229, 1810 N. College Avenue, Fayetteville, Arkansas. All bids will be opened and considered at a meeting, to be held in the Airport Managers office in the Terminal Building at Drake Field, Fayetteville, Arkansas at 2:00 P.M. local time, on the 25th day of November , 1986, and at such adjourned meetings thereafter as may be necessary. All necessary work, materials, and every item of construction shall be in accordance with the Plans and Specifications as prepared by the Engineer. Copies of the documents from the Engineer. Pertinent information and the detailed specifications will be furnished to suppliers at cost of reproduction. Bidders shall make such inspection and studies of the site of the work as to thoroughly familiarize themselves with all conditions to be encountered. Each bid must be accompanied by a surety bond (proposal guaranty) in the amount equal to five percent (5%) of the whole bid, said bond to be issued by a surety company licensed to do business in the State of Arkansas, said bond to be retained as liquidated damages in case the successful bidder fails, neglects, or refuses to enter into the contract for the construction of said works, and furnish the necessary bonds within ten (10) days from and after the date of the Notice of Award. The successful bidder will be required to furnish a Performance and Payment Bond, in favor of the City of Fayetteville, Arkansas, in an amount equal to one hundred percent (100%) of the Contract amount, at the time of the award of the contract. Notice is hereby given that the City of Fayetteville is an Equal Opportunity employer. Mca.uand aft rve Lonw„ np Section 00050 - 1 The Board of Directors reserve the right to reject any and all bids, and to waive any formalities deemed to be in the best interest of the City. The Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein. The Bidder (proposer) must supply all the information required by the bid or proposal form. The attention of all bidders is called to the fact that they must be licensed under the terms of Act 150 of the 1965 Acts of the Arkansas Legislature, as amended. Attention is called to the fact that no less than the minimum salaries and wages as set forth in the Contract Documents must be paid on this project. Sturman Mackey Purchasing Agent City of Fayetteville Fayetteville, Arkansas Section 00050 = 2 iik'aL7 Con,111Cnd � ,yMl fpiWl/lnp - INSTRUCTIONS TO BIDDERS V§, WE SECTION 00100 INSTRUCTIONS TO BIDDERS 1. EXAMINATION OF SITE AND DOCUMENTS. Bidders are advised that the plans, specifications and estimates of the Engineer on file in the office of the official as set out in the "Notice to Contractors," shall constitute all of the information which the Owner shall furnish. Bidders are required, prior to submitting any bid, to read carefully the specifications, contract and bonds, to examine carefully all plans, and estimates on file with the official as set out in the "Notice to Contractors," to visit the site of the work to examine carefully local conditions, to inform themselves by their independent research and soundings of the difficulties to be encountered, and to judge for themselves the accessibility of the work and the quantities and character of the materials to be encountered and all attending circumstances affecting the cost of doing the work and the time specified for its completion; and to obtain all information required to make an intelligent bid. 2. BIDS AND BIDDING FORMS. Bids must be made out in ink on the PROPOSAL SCHEDULE included in Section III of these plans and specifications. All bids shall be sealed and filed as provided in the "Notice to Contractors". No bidder shall divulge the information in said sealed bid to any person whomsoever, except those having a partnership or other financial interest with him in said bid., until after the sealed bids have been opened. Bids which are incomplete, unbalanced, conditional, or obscure, or which contain additions not called for, erasures, alterations or irregularities of any kind, or which do not comply with the "Instructions to Bidders" may be rejected as informal at the option of the Owner. However, the Owner reserves the right to waive technicalities as to changes, alterations or revisions and to make the award in the best interest of the Owner. All papers bound with or attached to the Proposal Schedule are necessary parts thereof, and must not be detached. A copy of the plans, specifications, and bid forms may be obtained as provided in the "Notice to Contractors." 3. LUMP SUM AND UNIT PRICES AND FILLING IN BIDDING FORMS. Bidders must state a lump sum or unit price for every item of work named in the Engineer's estimate of quantities of work to be done, approved by the Owner and on file in the office of the official as set out in the "Notice to Contractors." Each bidder shall include in the prices named in his bid the furnishing of all labor, materials, tools, equipment and apparatus of every description to construct, erect and finish completely all the work as called for in the specifications or shown in the plans. Section 00100 - 1 i � Mccbuane 1�� R T_, finsuP: to The price bid for the items must be stated in figures and in words in the appropriate blank spaces provided on the bidding forms. Such figures must be clear and distinctly legible so that no question can arise as to their intent or meaning. In case of a difference in the written words and figures in a proposal, the amount stated in written words shall govern. Unit prices bid and totals shown in the proposal shall not include any of the costs of engineering, advertising, printing, and appraising. 4. PRICES BID TO BEAR RELATIONSHIP TO various items in the proposal shall bear the work to be done. Bids which appear the best interest of the Owner may be Owner. COST OF WORK. Prices bid on the a fair relationship to the cost of unbalanced and deemed not to be in rejected at the discretion of the 5. SIGNATURE ON BIDS. If the bid is made by an individual, his name must be signed by him or his duly authorized agent, and his post office address given. If the bid is made by a firm or partnership, the name and post office address of each member must be given, and the bid signed by a member of the firm or partnership, or a person duly authorized. If the bid is made by a company or corporation, the company or corporate name and the state under the laws of which said company or corporation is chartered, and the business address must be given, and the bid signed by an officer or agent duly authorized. Power of attorney, properly certified, for agents and others to sign bids must be in writing and filed with the Owner. 6. QUALIFICATIONS AND RESPONSIBILITY OF BIDDERS. The bidder may be required to furnish the Owner with satisfactory evidence of his competence to perform the work contemplated. The Owner reserves the right to reject a bid if the bidder does not provide evidence of financial, past experience, personnel or facilities with which to perform the proposed work in a timely, efficient and competent manner. The Owner reserves the right to make such investigations of information submitted as is deemed necessary, before a rating is given and to disqualify any contractor from bidding if deemed in the best interest of the Owner. Where required by state laws, the bidders shall be licensed according to the requirements of such laws. In case contractors are required to be licensed, they shall note their license number on the outside of their Proposal. 7. BIDDING BONDS. Each bid must be accompanied by a bidder's surety bond issued by a company licensed to do business in the State in the sum of five per cent (5%) of the amount of the bid, made payable to the Owner as a guarantee that a contract will be entered into and the required bonds furnished within the required time, in the event of the award of a contract. 8. WITHDRAWAL OF BIDS. Permission will not be granted to withdraw or modify any bid after it has been filed. Requests for non -consideration of bids must be made in writing, addressed to the governing body of the Owner and filed Section 00100 : 2 �.� MCc11IIAQ i with the representative of the Owner designated to receive the bids before the expiration of the time limit for opening bids. After other bids are opened and read, the bid for which withdrawal is requested will be returned unopened. 9. DISQUALIFICATION OF BIDDERS. Any one or more of the following causes may be considered as sufficient for the disqualification of bidders and the rejection of their bid or bids: More than one proposal for the same work from an individual firm, partnership, or corporation under the same or different names. Evidence of collusion among bidders. Participants in such collusion may receive no recognition as bidders for any future work. Unbalanced proposals in which the prices for some items are out of proportion to the prices for other items. Failure to submit a unit price for each item of work for which a bid price is required by the Proposal. Lack of competency as revealed by the financial statement, experience, plant and equipment statements submitted. Lack of responsibility as shown by past work judged from the standpoint of workmanship and progress. Uncompleted work, which in the judgment of the Owner, might hinder or prevent the prompt completion of additional work if awarded. For being in arrears on existing contracts, in litigation with the owner, or having defaulted on a previous contract. 10. CONSIDERATION OF PROPOSALS. After the proposals are opened and read, the quantities will be extended and totaled in accordance with the bid prices of the accepted proposals, and the results of the prices will be made public. Until the final award of the contract, the Owner reserves the right to reject any or all proposals, to waive technicalities and to advertise for new proposals, or to proceed to do the work otherwise when the best interests of the Owner will be promoted thereby. 11. RIGHT TO REJECT BIDS. The Owner reserves the right to reject any and all bids. All bids are subject to this reservation, and the Owner reserves to itself the right to decide which bid shall be deemed the lowest and best. Due consideration will be given to the reputation, financial ability, experience and equipment of the bidder. Section 00100 - 3 —:=ZrUnw .floe No bids received in the office of the official as set out in the "Notice to Contractors" after the time for filing, as advertised, will be considered. However, bids mailed from a post office other than that of the Owner and arriving in the Owner's post office before the time for receiving of bids and actually delivered to the office designated to receive the bids, before the hour for opening of bids, shall be ,judged to have been received in time for filing and shall be considered. 12. FORFEITURE OF BIDDING BOND. The person or persons, partnership, company, firm or corporation to which the contract is awarded shall, within ten (10) days after such contract is awarded, execute and deliver the contract as required, such bonds to be executed and approved prior to the execution of the contract by the Owner. The Owner reserves the right to grant the Contractor such extension of time in executing the contract as it deems necessary in the interest of the Owner. Any application for extension of time shall be made by the Contractor in writing, and signed by proper officials. The inclusion of this provision, whereby extension of time in signing the contract and submission of bonds may be granted, in no way obligates the Owner to act upon any application unless it sees fit to do so. Upon failure of the bidder to execute said bonds and contract within the specified time after the contract is awarded, the bid by the Contractor will be considered to have been abandoned and the Owner may ask for new bids. By reason of the uncertainty of the market prices of materials and of damages and expenses which the Owner might incur by reason of said Bidder's failure to execute said bonds and contracts within said specified time, the bid bond accompanying the bid shall be the agreed amount of damages which the Owner will suffer by reason of such failure upon the part of the bidder, and shall thereupon immediately be forfeited to the Owner. The filing of a bid under these instruction shall be considered as acceptance of this provision. 13. RETURN OF BIDDER'S BOND. Bonds deposited with bids will be returned to the bidders as soon as the contract is awarded, except the bond of the successful bidder, which will be returned after the contract is executed and the bonds approved. Unless the Owner has a good reason to hold bidding bonds, the bonds of all except the three low bidders will be returned as soon as the bids have been considered. 14. AWARDING OF CONTRACT. The Owner reserves the right to withhold the awarding of a contract for a reasonable period of time from the date of opening bids, said length of time to be stated in the Proposal. The awarding of a contract upon a successful bid shall give the bidder no right of action or claim against the Owner upon such contract until the same shall have been reduced to writing and duly signed by the contracting parties. The lettering of a contract shall not be complete until the contract is duly executed and the necessary bonds approved. 15. SUBCONTRACTORS. The Contractor shall not assign nor sublet all or any part of the Contract without the prior written approval of the Owner, nor shall the Contractor allow such subcontractor to commence work until he has Section 00100 - 4 J ®Aer:17-7.11.1 MCCIIIIOM _ _ f aultIne provided and obtained approval of such compensation and public liability insurance as may be required under the laws of the state. The approval of such subcontract by the Owner will in no manner release the Contractor from any of his obligations as set out in the Plans, Specifications, Contract and bonds. • Section 00100 - 5 L AISTiiirt,`.11;:fit PROPOSAL ►vii s�..4.5.gk £x8 SECTION 00300 PROPOSAL FOR DRAINAGE REHABILITATION TO DRAKE FIELD FAYETTEVILLE MUNICIPAL AIRPORT FAYETTEVILLE, ARKANSAS Project No. FY862152 Dated: November, 1986 City of Fayetteville Fayetteville, Arkansas Gentlemen: The undersigned Mc.tLtN-rot A►JCHOR Ca Ow. of gppc;NC_ , states that he has carefully examined the Plans, Specifications, maps, and drawings, relative to the proposed drainage rehabilitation as set out in the title of this Proposal; that he is familiar with the same and understands each and all; has examined the location and site; that all bids are made with the full knowledge of the difficulties and conditions that may be encountered, the kind, quantity and quality of the Plans, work to be done, equipment, and materials required, and with the full knowledge of the Plans, Specifications, estimates and all provisions of the Contract and Bonds; that this Proposal is made without collusion on the part of any person, firm or corporation, and that he has not divulged the information contained in the Proposal to any person whomsoever, except those having a partnership or other financial interest with him in the Proposal. The undersigned states that he has experience in and is qualified to perform the work herein specified, and that if he does not have craftsmen experienced and qualified in any phase of the work for which this Proposal is offered, he will sub -contract the work under said phase to a Contractor who does have the necessary experience and qualifications. He further states that he will execute promptly the Construction Contract included in these Specifications, to construct said improvements in accordance with the Plans and Specifications. All costs for Federal, State, and local taxes, permits, and required insurance are included in this Proposal. The Bidder hereby agrees to complete the Contract within 20 working days. Section 00300 - 1 MCC,. flood ConwlAnp miprnd o rn� vim.___._ BID SCHEDULE NOTE: BIDS shall include sales tax and all other applicable taxes and fees. Item Approx. Unit No. Quantity Item Price Extended 1 4 Hr. Standby Time $ (08 CS /hr. ONE Hu NorteAND EIGHT dollars/hour $ y3a,00 N6 CENTS (words) 2 1345 LF Drainage Rehabilitation with Underdrain $ 3a.75 /LF 771//—'Jwo dollars/Linear Feet $ lit 0yeds. ANQ SEvtNC6N777-Fae (WoSra s ) 3 285 LF Drainage Rehabilitation without Underdrain $ ay. 60 /LF T EN7y—Fou2 dollars/Linear Feet $ 7 0/% 00 /4N0 Star's/ GENrs (Words) 4 1.2 Acre Seeding $ 3000 Q°/AC T#RlE rNDasRNA dollars/Acre $3 6C00.00 He CENTS (Words) TOTAL BASE BID $ 55,09(•7S Section 00300 - 2 MCCleSIon0 aye Cnnwltiny The Bidder hereby acknowledges receipt of the following Addenda prior to submitting this Proposal: Addenda No. Dated NGNE In submitting this bid it is understood that the Owner reserves the right to reject any/all bids and waive any formalities deemed to be in the best interest of the Owner. Enclosed herewith is a bid bond for $ 0/0 AMnam j' .1a dollars ($ ) which we agree the Owner may cash and retain as liquidated damages in the event of our failure to enter into a contract for the work covered by this Proposal, provided the contract is awarded to us within thirty (30) days from the date fixed for the opening of bids and we fail to execute the required bonds and insurance as called for in the Specifications within ten (10) days after the execution of the Contract. Dated at F41Larnvua, Ri21467NSAt NoveanaER • 198(. (SEAL, IF CORPORATION) , this day of Respectfully submit:ted,fi D V inion= .C\rS :APAC=Ai4s'. 40040* 14. --_'a4rlits) Arkansa icee N'Kid ! # _j • ; p by7��f/qt! Qe—21:0;1%i Signat e V1 CE-PIUStoEAtT Title Section 00300 - 3 l / MCCl/Iland Mean, I C ,.oltfnc JamEs FREDS.JAMES& CQOF ARKANSAS, ING 900 S Shackleford Rd Suite 400 P.O. Box 511 Little Rock, Arkansas 72203-0511 KNOW ALL MEN BY THESE PRESENTS, that we, as Principal, hereinafter called the Principal, and JO BID BOND McCLINTON-ANCHOR COMPANY, DIVISION OF APAC-ARKANSAS, INC. INSURANCE COMPANY OF NORTH AMERICA a corporation duly organized under the laws of the State of PENNSYLVANIA as Surety, hereinafter called the Surety, are held and firmly bound unto --City of Fayetteville P.O. Drawer F Fayetteville, Arkansas 72702 as Obligee, hereinafter called the Obligee, in the sum of FIVE PERCENT (5%) Dollars (S for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Drainage Rehabilitation - Drake Field Fayetteville Municipal Airport NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and mateial furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 25th 6-4 jab— (Witness) day of November a r^ c -E McCLINTON-ANCHOR COMPANY --DIVISION OF 19 86 APAC-ARKANSAS, INC ( / A -rincipal) (Jc ��/���ILL/•..��!ll..J�//// le) (Seal) VICE .PR/ESIDENT. INSU[tANCE COMPANY OF NORTH,AMERICA Surety) r JAdy Franks (Seal) 1 • F Attorney in fact I. 1 �\/� ..n'\H N �/,�i .4, r,'rs.r::rce ^,'nn :rr �C' 4:r^h •A%-10� ^9„ + , %; \/ .. ;/., /\all\men% y/lhese'!presenls. '1;, INSURAN•CF COMPANY•Or, NO'ssR?N AMERICA' '•. •I I•, ••• i �Gorn nalt �.P�nsylvanla�havmc " • 1.r& e;l0•• ,t'+••• \ ? �tlo tea+b J\h/��/\B\oard`\`of//Qirectors'of-'1 .r •:1•:.11#(;•. s;\\'>,! ✓ \�, ESOL4ED\V/i_U ,�%1\\\//�\/,:\ 'ri • ,C _• .. _ .• • `5•••\\'/, • ig1'`'i,.N N. ��in• Vii,': -i/• '/,�, '•' . "•'d, • \ .\' /\\ • •'''n1,bMeNe8.1 • • „ e Asn •/\ natae'IPaeef: \v • y,• • • v, : \ / , ,L` • . yhtio uliC ekirlp4i•COpTkm�ee,4ur - .. �.. .. _ ,�. -•• •. •. , �•!• • •• •! • ... . . e• -. .. .•,i `', %\• neAaaOgeth MnC•'9;1; Er ,. .• ' . • • •• •- • • • • e if . . •• • ,' • P • • ••••• ` •/• • • 1.i, \, • • . / r f • 1 . • ...e e caener eof ne v.ee �bd3MFl,.u%iE •e • •- e - ,•• •� r •.• •,"Y+. • : .- •.e .•`�•.' •y't, . ' • a .�.�..- , +•. 'J : e ' , iVtineettr • �d' se' `.. , i •;1 /3A)\\• ptni�d'idnoMGlbtl••. •' eiiafnrieNmi NOTICE OF AWARD rkVIE Daigle SECTION 00410 NOTICE OF AWARD To: PROJECT DESCRIPTION: Drainage Rehabilitation to Drake Field, Fayetteville Municipal Airport, Fayetteville, Arkansas. The OWNER has considered the PROPOSAL submitted by you for the above described WORK in response to its NOTICE TO CONTRACTORS. You are hereby notified that your PROPOSAL has been accepted in the amount of $ You are required by the INSTRUCTIONS TO BIDDERS to execute the CONSTRUCTION, CONTRACT in its entirety and furnish the required PERFORMANCE AND PAYMENT BOND and certificates of insurance within ten (10) calendar days from the date of this NOTICE OF AWARD. If you fail to execute said Contract and to furnish said bonds within ten (10) days from the date of this NOTICE OF AWARD, said OWNER will be entitled to consider all your rights arising out of the OWNER'S acceptance of your PROPOSAL as abandoned and as, a forfeiture of your BID BOND. The OWNER will be entitled to such other rights as may be granted by law. You are required to return an acknowledged copy of this NOTICE OF AWARD to the OWNER. Dated this day of By ' 19 City of Fayetteville Paul Noland Title Mayor Section 00410-- 1 MCClollond iti Consulting Receipt acknowledged this day of , 19_ Title Section 00410-- 2 CrcciSt ond ng .tn T , �. r _ � .NOTICE TO PROCEED 1 SECTION 00420 NOTICE TO PROCEED To: Date: Project: Drainage Rehabilitation to Drake Field, Fayetteville Municipal Airport Fayetteville, Arkansas You are hereby notified to commence WORK in accordance with the Contract dated , 1986, on or before , 1986, and you are to complete the WORK by , 1986. City of Fayetteville By Paul Noland Title Mayor ACCEPTANCE OF NOTICE Receipt of the above NOTICE TO PROCEED is hereby acknowledged by this the day of 19 Contractor By Title Section 00420 - 1 J ycONnoad ng K u Lonwrtmp Eminurs r CONSTRUCTION CONTRACT w7, MSCSELLBND SECTION 00500 CONSTRUCTION CONTRACT STATE OF ARKANSAS COUNTY OF WASHINGTON THIS AGREEMENT, made and entered into on this 28th day of January 19�ff=3_•, by and between City of Fayetteville, Fayetteville, Arkansas, hereinafter called the OWNER and McClinton -Anchor Co., Division of APAC Arkansas, Inc. of Fayetteville, Arkansas , hereinafter called the CONTRACTOR. WITNESSETH: That Whereas, the Owner has called for bids for the drainage rehabilitation at Drake Field, Fayetteville Municipal Airport, Fayetteville, Arkansas, as set out in the Plans and Specifications as approved by the Owner and, WHEREAS, "the Plans and Specifications" shall be interpreted to mean the bound set of documents entitled "CONSTRUCTION SPECIFICATIONS, DRAINAGE REHABILITATION, DRAKE FIELD, •FAYETTEVILLE MUNICIPAL AIRPORT, PROJECT NO. FY862152, NOVEMBER, 1986." and all subsequent sketches and/or drawings associated with Addenda and Change Orders mutually agreed to by and between the Owner and the Contractor; the initial set of drawings specifically includes: SHEET NO. TITLE Project Layout Plan Drainage Rehabilitation WHEREAS, the Contractor is the !best bidder for the work herein set out, pursuant to the call for bids under said Plans and Specifications, NOW THEREFORE, the Contractor agrees with the Owner to furnish all materials and labor necessary to complete the including all related work as shown Specifications pertaining thereto, for for Bid Item No. 1 and the revised quar Bid Item No.Revised Quantity 1105 L.F. 165 L.F. 1.1 Acres construction of the proposed Project on the Plans and described in the the unit prices bid in the PROPOSAL, titles of Bid Items 2, 3 and 4: Item Drainage Rehab. with underdrain Drainage Rehab. without underdrain Seeding Section 00500 - 1 McCle fiend MIa MI Conlal,ing J said PROPOSAL being a part of this CONTRACT, and at his own cost and expense, furnish all supplies, labor, machinery,equipment, tools, supervision, insurance, and other accessories and services necessary to complete the said construction in accordance with the conditions and prices stated in the PROPOSAL attached hereto and made 1a part hereof, and in accordance with the Specifications, and in accordance with the Plans, for the total sum of: Forty Three Thousand, Nine Hundred Seventy Nine Dollars and Seventy Five Cents (5 43,979.75 ). ; The Contractor hereby agrees to ;commence work under this CONTRACT on or before a date to be specified in the written "NOTICE TO PROCEED" by the Owner and to fully complete the project within 20 working days unless the period for completion is extended otherwise by the Contract Documents. The Owner agrees to pay the Contractor in current funds for the performance of the CONTRACT in accordance with the accepted PROPOSAL therefore, subject to additions and deductions, as provided in the Specifications, and to make payment on account thereas provided below: As soon as is practicable after the first of each calendar month, the Owner will make partial payments to the Contractor for work performed during the preceding calendar month, based upon the Engineer's estimate of work completed, less retainage, said estimate being accepted by the Owner. The amount of retainage is to be established in accordance with the GENERAL CONDITIONS, appearing hereafter. Upon, completion of the work and final acceptance by the Owner, the balance of payment will be made. Time is hereby expressly declared to be of the essence of this CONTRACT, and the time of beginning, manner of progress and time of completion of the work hereunder, shall be , and are, essential conditions hereof. It is expressly understood and agreed, by and between the Contractor and the Owner, that the time for the completion of the Work described in this CONTRACT is a reasonable time for the completion of the same, taking into consideration the average climatic range and usual conditions prevailing in this locality. If the Contractor shall neglect, fail, or refuse to complete the work within the time specified, or any proper extension thereof granted by the Owner, then the Contractor does hereby agree, as a part consideration for the awarding of this Contract, to pay to the Owner the amount of $250.00 for each and every week day (Monday through Friday) that the Contractor shall be in default after the time stipulated in the CONTRACT for completing the work. If the Contractor should be delayed at any time in the progress of the Work by any act •or neglect of the Owner or his employees, or by any other Contractor employed by the Owner., •or by changes ordered in the Work, or by strikes, lockouts, fire, unusual delay in transportation, unavoidable casualties or any causes beyond the Contractor's control, or by delay authorized by the Owner pending arbitration, or by any causes which the Owner shall decide to justify the delay, then the time of completion shall be extended for such reasonable timeias the Owner may decide. Similarly, should Section 00500 - 2 McCl.11and Consulting the Contractor be unable to complete the Work due inclement weather or because of delays in delivery components, time extensions may be granted by the extensions shall be made for delays occurring more claim therefore is made in writing to the Owner. Ii cause of delay, only one claim is necessary. to abnormally persistent of necessary construction Owner. However, no such than seven days before a the case of a continuing In the event the Contractor abandons the work hereunder or fails, neglects or refuses to continue the Work after ten (10) days written notice, given the Contractor by the Owner, then the Owner shall have the option of declaring this CONTRACT at an end, in which event, the Owner shall not be liable to the Contractor for any work theretofore performed hereunder; said Owner may complete the said CONTRACT at its own expense, and maintain an action against the Contractor for the actual cost of same. This CONTRACT shall be binding upon the heirs, representatives, successors, or assigns of the parties hereto, including the surety. IN WITNESS WHEREOF, the Owner and Contractor have hereto set their hands and seal,, respectively. McClinton -Anchor Co., Division of •.'� a. �, APAC-Arkansas Inc. tractor '� r BY TITLE ii.!'. Coiul T itness '.�/ City of Fayetteville Owner BY Thacr sue. Mari yn J nson TITLE Mayor Section 00500 - 3 MCpSIIond Conwlrinp Ilii6..°t1% ` -"'� Enpinnrs A ME AND ADDRESS OF AGENCY United Service Agency, Inc. Post Office Box 11765 Lexington, Kentucky 40577 AME AND ADDRESS OF INSURED IcCLINTON-ANCHOR COMPANY, A DIVISION )F APAC-ARKANSAS, INC. 40 NORTH BLOCK ).O. BOX 1367 'AYETTEVILLE, ARKANSAS 72702 COMPANY COMPANIES AFFORDING COVERAGES LETTER A Insurance Company of North America B INA of Texas C INA Insurance Company of Illinois D Atlantic Employers Insurance Company E F G '-T'his is to certify that policies of insurance listed below have been issued to the insured named above and are in force at this time. OMPANY POLICY Limits of Liability in Thousands 10001 LETTER TYPE OF INSURANCE POLICY NUMBER ! EXPIRATION DATE EACH POLICY OCCURRENCE AGGREGATE GENERAL LIABILITY PERSONAL INJURY INCLUDING $ $ A Xrl COMPREHENSIVE FORM LAB 26605 12.1-89 1 BODILY INJURY PREMISES -OPERATIONS IPROPERTY DAMAGE $ $ EXPLOSION AND COLLAPSE HAZARD UNDERGROUND HAZARD PRODUCTS/COMPLETED OPERATIONS HAZARD PERSONAL INJURY, CONTRACTUAL INSURANCE BODILY INJURY AND $ 1,000 $ 1,000 BROAD FORM PROPERTY PROPERTY DAMAGE DAMAGE COMBINED INDEPENDENT CONTRACTORS PERSONAL INJURY AUTOMOBILE LIABILITY BODILY INJURY EACH PERSONI $ $ A COMPREHENSIVE FORM LAB 26605 12.1-89 BODILY INJURY IEACH OCCURRENCEI $ $ OWNED PROPERTY DAMAGE $ $ HIRED BODILY INJURY AND PROPERTY DAMAGE $ 1,000 $ 1,000 NON -OWNED COMBINED EXCESS LIABILITY - BODILY INJURY AND ❑ UMBRELLA FORM PROPERTY DAMAGE $ $ ❑ OTHER THAN UMBRELLA - COMBINED FORM A RSCC18151625 S B WORKERSCOMPENSATION RSCC18135929 STATUTORY and 12-1-87 C EMPLOYERS' LIABILITY RSCC18135930 D RSCC181359a2 $ 1,000 IEACH ACCIDENT IL ,,,• `:X21$itlrsS7':>.EZ�Z O7t',a ww:::r.afam�.:,rYll+"�F':7itCr.':i'h'fh'Ra"e'.'"'rr.4+�is�SY�r:�r.TSaF.11To':e3:.SFi'AA'`a�:`t^c:��rG:J.G DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES CONSTRUCTION OF DRAINAGE REHABILITATION IMPROVEMENTS TO DRAKE FIELD Cancellation: Should any of the above described policies be cancelled before the expiration date thereof, the issuing company will endeavor to mail 30 days written notice to the below named certificate holder, but failure to mail such notice shall impose no obligation or liability of any kind upon the company. NAME AND ADDRESS OF CERTIFICATE HOLDER: January 20', 1987 CITY OF FAYETTEVILLE DATE ISSUED: FAYETTEVILLE, ARKANSAS 72701 -? r t Y Ch FS -t - AUTHORIZED REPRESENTATIVE INSURANCECOMPANY OF NORTH AMERICA, PHILADELPHIA, PENNSYLVANIA GENERAL LIABILITY POLICY STANDARD PROVISIONS A Stock Insurance Company, herein called the Company In consideration of the payment of the premium, in reliance upon the statements in the declarations made a part hereof and subject to all of the terms of this policy, agrees with the Named Insured as follows: I COVERAGE Coverage is afforded under this policy in accordance with the specific Coverage Parts identified in the Declarations as being a part of this policy. SUPPLEMENTARY PAYMENTS The Company will pay, in addition to the applicable limit of liability: (a) all expenses incurred by the Company, all costs taxed against the Insured in any suit defended by the Company and all interest on the entire amount of any judgment therein which accrues after entry of the judgment and before the Company has paid or tendered or deposited in court that part of the judgment which does not exceed the limit of the Company's liability thereon; (b) premiums on appeal bonds required in any such suit, premiums on bonds to release attachments in any such suit for an amount not in excess of the applicable limit of liability of this policy, and the cost of bail bonds required of the Insured because of accident or traffic law violation arising out of the use of any vehicle to which this policy applies, not to exceed $250 per bail bond, but the Company shall have no obligation to apply for or furnish any such bonds; (c) expenses incurred by the Insured for first aid to others at the time of an accident, for bodily injury to which this policy applies; (d) reasonable expenses incurred by the Insured at the Company's request in assisting the Company in the investigation or defense of any claim or suit, including actual loss of earnings not to exceed $25 per day. DEFINITIONS When used in this policy (including endorsements forming a part hereof): (2) when all operations to be performed by or on behalf of the Named Insured at "automobile" means a land motor vehicle, trailer or semitrailer designed for the site of the operations have been completed, or travel on public roads (including any machinery or apparatus attached thereto), (3) when the portion of the work out of which the injury or damage arises has but does not include mobile equipment; been put to its intended use by any person or organization other than another "bodily injury" means bodily injury, sickness or disease sustained by any Dersoh contractor or subcontractor engaged in performing operations for a principal which occurs during the policy as a part of the same project. period, including death at any time resulting therefrom; Operations which may require further service or maintenance work, or correc "collapse hazard" includes "structural property damage" as defined herein and lion repair or replacement because of an defect or deficient but which are property damage to any other property at any time resulting therefrom. "Structural property damage" means the collapse of or structural injury to any building or structure due to (1) grading of land, excavating, borrowing, filling, back -filling, tunnelling, pile driving, cofferdam work or caisson work or (2) moving, shoring, underpinning, raising or demolition of any building or structure or removal or rebuilding of any structural support thereof. The collapse hazard does not include property damage (1) arising out of operations performed for the Named Insured by independent contractors, or (2) included within the completed operations hazard or the underground property damage hazard, or (3) for which liability is assumed by the Insured under an incidental contract; "completed operations hazard" includes bodily injury and property damage arising out of operations or reliance upon a representation or warranty made at any time with respect thereto, but only if the bodily injury or property damage occurs after such operations have been completed or abandoned and occurs away from premises owned by or rented to the Named Insured. "Operations" include materials, parts or equipment furnished in connection therewith. Operations shall be deemed com- pleted at the earliest of the following times: (1) when all operations to be,performed .by or on behalf of the Named Insured under the contract have been completed, otherwise complete, shall be deemed completed. y, The completed operations hazard does not include bodily injury or property damage arising out of (a) operations in connection with the transportation of property, unless the bodily injury or property damage arises out of a condition in or on a vehicle created by the loading or unloading thereof, (b) the existence of tools, uninstalled equipment or abandoned or unused mate- rials, or (c) operations for which the classification stated in the policy or in the Company's manual specifies "including completed operations"; "elevator" means any hoisting or lowering device to connect floors or landings, whether or not in service, and all appliances thereof including any car, platform, shaft, hoistway, stairway, runway, power equipment and machinery; but does not include an automobile servicing hoist, or a hoist without a platform outside a building if without mechanical power or if not attached to building walls, or a hod or material hoist used in alteration, construction or demolition operations, or an inclined conveyor used exclusively for carrying property or a dumbwaiter used exclusively for carrying property and have a compartment height not exceeding tour feet; n DEFINITIONS CONTINUED "explosion hazard" includes property damage arising out of blasting or explosion. The explosion hazard does not include property damage (1) arising out of the ex- plosionof air or steam vessels, piping under pressure, prime movers, machinery or power transmitting equipment, or (2) arising out of operations performed for the Named Insured by independent contractors, or (3) included within the com- pleted operations hazard or the underground property damage hazard, or (4) for which liability is assumed by the Insured under an incidental contract; "incidental contract" means any written (1) lease of premises, (2) easement agreement, except in connection with construction or demolition operations an or adjacent to a railroad, (3) undertaking to indemnify a municipality ;required by municipal ordinance, except in connection with work for the municipality, (4) side- track agreement, or (5) elevator maintenance agreement; "Insured" means any person or organization qualifying as an Insured in the "Per- sons Insured" provision of the applicable insurance coverage. The insurance afforded applies separately to each Insured against whom claim is made or suit is brought, except with respect to the limits of the Company's liability; "mobile equipment" means a land vehicle (including any machinery or apparatus attached thereto), whether or not self-propelled, (1) not subject to motor vehicle registration, or (2) maintained for use exclusively on premises owned by or rented to the Named Insured, including the ways immediately adjoining, or (3) designed for use principally off public roads, or (4) designed or maintained for the sole an purpose part of rornpto att ched totsuchthe vehicle powertypes cranes shovels, B permanently loaders, diggers and drills; concrete mixers (other than the mix -in -transit type); graders, scrapers, rollers and other road construction or repair equipment; air - compressors, pumps and generators, including spraying, welding and building cleaning equipment; and geophysical exploration and well servicing equipment; "Named Insured" means the person or organization named in the declarations of this policy; "Named Insured's products" means goods or products manufactured, sold, handled or distributed by the Named Insured or by others trading under his name, including any container thereof lother than a vehicle), but "Named Insured's products" shall not include a vending machine or any property other than such container, rented to or located for use of others but not sold; "occurrence" means an accident, including continuous or repeated exposure to conditions, which results in bodily injury or property damage neither expected nor intended from the standpoint of the Insured; "policy territory" means: (1) the United States of America, its territories or possessions, or Canada, or (2) international waters or air space, provided the bodily injury or properly dam- age does not occur in the course of travel or transportation to or from any other country, state or nation, or (3) anywhere in the world with respect to damages because of bodily injury or property damage arising out of a product which was sold for use or consump- tion within the territory described in paragraph (1) above,. provided the original suit for such damages is brought within such territory; "products hazard" includes bodily injury and property damage arising out of the Named Insured's products or reliance upon a representation or warranty made at any time with respect thereto, but only if the bodily injury or property damage occurs away from premises owned by or rented to the Named Insured and after physical possession of such products has been relinquished to others; "property damage" means (1) physical injury to or destruction of tangible property which occurs during the policy period, including the loss of use thereof at any time resulting therefrom, or (2) loss of use of tangible property which has not been physically injured or destroyed provided such loss of use is caused by an occur - race during the policy period; "underground property damage hazard" includes underground property damage as defined herein and property damage to any other property at any time resulting therefrom. "Underground property damage" means property damage to wires, conduits, pipes, mains, sewers, tanks, tunnels, any similar property, and any apparatus in connection therewith, beneath the surface of the ground or water, caused by and occurring during the use of mechanical equipment for the purpose of grading land, paving, excavating, drilling, borrowing, tilling, back -filling or pile driving. The underground property damage hazard does not include property dam- age (1) arising out of operations performed for the Named Insured by independent contractors, or (2) included within the completed operations hazard, or (3) for which liability is assumed by the Insured under an incidental contract. INSURANCE COMPANY. OF NORTH AMERICA, PHILADELPHIA, PENNSYLVANIA GENERAL LIABILITY POLICY Named City of Fayetteville Insured P.O. Drawer F AND Fayetteville, AR 72702 Address L- DECLARATIONS McClelland GLP GO 66 33 10 9 Consulting Engineers P.O. Box 1229 The Named Insured is: Fayetteville, AR ❑ Individual O Partnership O Corporation 7 2 7 0 2 ❑ Joint Venture 0 (Other) 12:01 A.M., standard time at the address Policy Period: From January ' 26 , 1987 to See Endorsement of the Named Insured as stated herein. No. 2 Occupation: Audit Period: Annual, unless otherwise stated - The insurance afforded is only with respect to such of the following Parts and Coverages therein as are indicated by O. The limit of the Company's liability against each such Coverage shall be as stated herein, subject to all of the terms of the policy having reference thereto. COVERAGE PARTS ❑ Comprehensive General Liability Insurance ❑ Owners', Landlords' and TenantsLiability Insurance ❑ Structural Alternations, New Construction, Demolition ❑ Manufacturers' and Contractors' Liability Insurance ❑ Independent Contractors ❑ Completed Operations and Products Liability Insurance ❑ Contractual Liability insurance Gt Owners' Protective ❑ Liability Insurance 0 ❑ Comprehensive Personal Insurance ❑ Farmer's Comprehensive Personal Insurance O Premises Medical Payments Insurance ❑ Personal Injury Liability Insurance Endorsements attached to policy at inception: LIMITS OF LIABILITY Bodily Injury Liability Property Damage Liability each occurrence aggregate each occurrence aggregate (Each Annual Period) $500,000 $1,000,000 $1,000,00C Personal Liability Personal Medical Payments each occurrence each person each accident $ $ $ Physical Damage to Property Animal Collision —Farmer's Part Only. $ each occurrence Market Value not exceeding $300 each animal each person each accident $ $ each person aggregate general aggregate $ $ GL -109 (OCP), Endorsements No. 1, 2 and 3 During the past three years no insurer has cancelled insurance, issued to the named insured, similar to that afforded hereunder, unless otherwise stated herein: TOTAL ADVANCE PREMIUM ► S AGREED If the Policy Period is more than one year ani the premium is to be paid in installments, premium is payable on: Effective Date $ 2nd Anniversary $ 2nd Anniversary $ Countersigned By ' V ' 1 Authorized Agent Thk hnnlar 4ir nn n..A P ............. D..J.\ ...DA D..1:... Cr..A..A D....d.:.......A [.A............r. :r ..... ...A 4., r...— ......d .k.....d rl.. .A.... ...—A.....A ..1:... OWNERS' AND CONTRACTORS' PROTECTIVE LIABILITY INSURANCE COVERAGE PART ADDITIONAL DECLARATIONS Policy No. GLP GO 66 33 10 9 Designation of Contractor McClinton -Anchor Company, Division of APAC-Arkansas, Inc. Mailing Address P.O. Box 1367, Fayetteville, aR 72702 Location of CoveredOperatprtsainage Rehabilitation -Improvements to Drake Field, Fayetteville Municipal Airport - Repair Storm Drainage System O Check here if the following provision is applicable: The person or organization designated above as the Contractor has undertaken to pay the premium for this policy and shall be entitled to receive any return premiums, if any, which may become payable under the terms of this policy. - SCHEDULE COVERAGE FOR OPERATIONS OF DESIGNATED CONTRACTOR Rates Advance Premiums Code Description of Operations Premium Bases No. B.I. I P.D. Bodily Injury Property Damage 3 - 15292 - Construction Operations Cost Per$100 of Cost Owner (not railroads) - Excluding Operations on Board Ships. $43,979.75 Minimum Premium(s) TOTALS $ $ TOTAL ADVANCE PREMIUM 1 $ AS AGREED When used as a premium basis, the word "cost" means the total cost to the Named Insured with respect to operations performed for the Named Insured during the policy period by independent contractors of all work let or sublet in connection with each specific project, including the cost of all labor, materials and equipment furnished, used or delivered for use in the execution of such work, whether furnished by the owner, contractor or subcontractor, including all fees, allowances, bonuses or commissions made. Paid or due. (Over) i l.. 1. COVERAGE A —BODILY. INJURY LIABILITY COVERAGE B —PROPERTY DAMAGE LIABILITY The Company will pay on behalf of the Insured all sums which the Insured shall become legally obligatedto pay as damages becauseof A. bodily injury or .e B. property damage to which this policy applies, caused by an occurrence and arising out of ill opera- tions performed for the Named Insured by the contractor designated in the declarations at the location designated therein or 12) acts or omissions of the Named Insured in connection with his general supervision of such operations, and the Company shall have the right and duty to defend any suit against the Insured seeking damages on account -of suchbodily. injury or property damage,,even it any of the allegations of the suit are groundless, false or fraudulent; and may make such investigation and settlement of any claim or suit as it deems.;expedient, but the Company shall not be obligated to pay any claim or judgment or to defend any suit after.the applicable limit of the Company's liability has been exhausted by pay- ment of judgments or settlements. Exclusions - This policy does not apply: (a) to liability assumed by the Insured under any contract or agreement except an incidental contract; but this exclusion does not apply to a warranty that work performed by the designated contractor will be done in a workmanlike manner; (b) to bodily injury or property damage occurring after I - (1) all work 'on the project (other than service, maintenance or repairs) to be performed by or on behalf of the Named Insured at the site of the covered operations has been completed or (2) that portion of the designated contractor's work out of which the injury or damage arises has been put to its intended use by any person or organi. zation other than another contractor or subcontractor engaged in perform- ing operations for a principal as a part of the same project; (c) to bodily injury or property damage arising out of any act or omission of the Namea Insured or any of his employees, other than general supervision of work performed for the Named Insured by the designated contractor; (d) to any obligation for which the Insured or any carrier as his insurer may be held liable under any workmen's compensation, unemployment compensation or disability benefits law, or under any similar law; (e) to bodily injury to any employee of the Insured arising out of and in.the course of his employment by the Insured or to any obligation of the Insured to indem- nify another because of damages arising out of such injury; but this exclusion does not apply to liability assumed by the Insured under an incidental contract; (f) to property damage to (1) property owned or occupied by or rented to the Insured, (2) property used by the Insured, (3) property in the care, custody or control of the Insured or as to which the Insured is for any purpose exercising physical control, or f4) work performed for the Insured by the designated contractor• (g) to bodily injury or property damage due to war, whether or not declared, civil war, insurrection, rebellion or revolution or to any act or condition incident to any of the foregoing, with respect to (1) liability assumed by the Insuredunder an incidental contract, or (2) expenses for first aid under the"Supplementary Payments provision of the policy; (h) to bodily injury or property damage arising out of (1) the ownership, mainte- nance, operation, use, loading or unloading of any mobile equipment while being used in any prearranged or organized racing, speed or demolition contest or in any stunting activity or in practice or preparation for any such contest or activity or (2) the operation or use of any snowmobile or trailer designed for use therewith; y (I) to bodily injury or property damage arising out of the discharge, dispersal, release or escape of smoke, vapors, soot, fumes, acids, alkalis, toxic chemicals, liquids or gases, waste materials or other irritants, contaminants or pollutants into or upon land, the atmosphere or any water course or body of water; but this exclusion does not apply if such discharge, dispersal, release or escape is sudden and accidental; (j) to 'loss of use of tangible property which has not been physically injured or destroyed resulting from , "', f U) a delay in or lack of performance by or on behalf of the Named Insured of any contract or agreement, or (2) the failure of the Named Insured's products or work performed by or on behalf of the Named Insured to meet the level of performance, quality, fitness or durability warranted or represented by the Named Insured; but this exclusion does not apply to loss of use of other tangible property resulting from the sudden and accidental physical injury to or destruction of the Named insured's products or work performed by or on behalf of the Named Insured at let such products or work have been put to use by any person or organization other than an Insured. . II: "PERSONS "INSURED Each of the following" is. an Insured under this policy to the extent set forth below: - (a) if the Named Insured is designated in the declarations as an individual, the personso designatedand his'spouse; . (b) if the Named Insured is designated in the declarations as a partnership or joint venture, the partnership or joint venture so designated and any partner or member thereof but only with respect to his liability as such; (c) if the Named Insured is designated in the declarations as other than an indi- vidual, partnership or joint venture, the organization so designated and any executive officer, director or stockholder thereof while acting within the scope of his duties as such; and (d) any person (other than an employee of the Named Insured) or organization while acting as real estate manager for the Named Insured. 111. LIMITS or LIABILITY Regardless of the number of (1) Insureds under this policy, (2) persons or organi- zations who sustain bodily injury or property damage, or (3) claims made or suits brought on account of bodily injury or property damage, the Company's liability is limited as follows: 1 Coverage A —The total liability of the Company for -all damages, including dam- ages for care and loss of services, because of bodily injury sustained by one or more persons as the result of any one occurrence shall not exceed the limit of bodily injury liability stated in the declarations as applicable to "each occurrence." Coverage B —The total liability of the Company for all damages because of all property damage sustained by one or more persons or organizations as the result of any one occurrence shall not exceed the limit of property damage liability stated in the declarations as applicable to "each occurrence." Subject to the above provision respecting "each occurrence," the total liability of the Company for all damages because of all property damage to which this coverage applies shall not exceed the limit of property damage liability stated in the declarations as "aggregate." If more than one project is designated in the schedule, such aggregate limit shall apply separately with respect to each project. Coverages A and B ---For the purpose of determining the limit of the Company's liability, all bodily injury and property damage arising out of continuous or repeated exposure to substantially the same general conditions shall be considered as arise ing out of one occurrence. IV. ADDITIONAL DEFINITION When used in reference to this insurance (including endorsements forming a part of the policy): "work" includes materials, parts and equipment furnished in connection there. with. V. POLICY TERRITORY This policy applies only.ta bodily injury or property damage which occurs within the policy territory, Named Insured City of Fayetteville Endorsement Number McClelland Consulting Engineers 1 Policy Symbol Policy Number Policy Period Effective Date of Endorsement Y A AGLP GO 66 33 10 9 January 26, 1987 Issued By (Name of Insurance Company) Insurance Company of North America Insert the policy number. The remainder of the information is to be completed only when this endorsement is issued subsequent to the preparation of the policy. AMENDMENT TO CANCELLATION CONDITION F The second sentence of Condition No. 11 is amended to read as follows: "This policy may be cancelled by the Company by mailing to the Named Insured and the Contractor at the respective addresses shown in this policy, written notice stating when not less than SIXTY days thereafter such cancellation shall be effective." 1-26-87 rArt AuthorizedA Named Insured City Of Fayetteville I Endorsement Number McClelland Consultinq Enqineers 2 Policy Symbol Policy Number Policy Period Effective Date of Endorsement �GLP GO 66 33 10 9 January 26. 1987 Issued By (Name of Insurance Company) Insurance Company of North America Insert the policy number. The remainder of the information is to becompleted pleted only when this endorsement is issued subsequent to the preparation of thepolicy. icy. POLICY PERIOD It is hereby understood and agreed that the Policy Period is extended to expire on the latest of the following dates: (1) at project completion (2) at date required on job contract (3) at date of acceptance of job contract by the Named Insured 1-26-87 cdg r!'_lcic oa Inil Ca ut cline Authorized Agent Named Insured City of Fayetteville Endorsement Number McClelland Consulting Engineers 3 Policy Symbol Policy Number Policy Period Effective Date of Endorsement GLP- GO 66 33 10 9 January 26. 1987 Issued By (Name of Insurance' Company) Insurance Company of North America Insert the policy number, The remainder of the information is to be completed only when this endorsement is issued subsequent to the preparation of the policy. EXCLUSION (Engineers, Architects or Surveyors Professional Liability) It is agreed that the insurance does not apply to bodily injury or property damage arising out of the rendering of or the failure to render any professional services by or for the Named Insured, including (1) the preparation or approval of maps, plans, opinions, reports, designs or specification and (2) supervisory, inspection or engineering services. 1-26-87'_ cdg • �VV W\ Authorized Agent NUCLEAR ENERGY LIABILITY EXCLUSION (BROAD FORMI This exclusion modifies the provisions of this policy relating to ALL LIABILITY AND MEDICAL PAYMENTS INSURANCE OTHER THAN COMPREHENSIVE PERSONAL AND FARMER'S COMPREHENSIVE PERSONAL INSURANCE. This policy does not apply: a. Under any Liability Coverage, to bodily injury or property damage: (1) with respect to which an Insured under the policy is also an Insured under a nuclear energy liability policy issued by Nuclear Energy Liability Insurance Association, Mutual Atomic Energy Liability Underwriters, or Nuclear Insurance Association of Canada. or would be an Insured under any such policy but for its termination upon exhaustion of its limit of liability; or (2) resulting from the hazardous properties of nuclear material and with respect to which (a) any person or organization is required to maintain financial protection pursuant to the Atomic Energy Act of 1954, or any law amendatory thereof, or (b) the Insured is, or had this policy not been issued would be, entitled to indemnity from the United States of America, or any agency thereof, under any agreement entered into by the United States of America, or any agency thereof, with any person or organization. b. Under any Medical Payments Coverage, or under any Supplementary Payments provision relating to first aid, to expenses incurred with respect to bodily injury resulting from the hazardous properties of nuclear material and arising out of the operation of a nuclear facility by any person or organization; c. Under any Liability Coverage, to bodily injury or property damage resulting from the hazardous properties of nuclear material, if: (1) the nuclear material (a) is at any nuclear facility owned by, or operated by or on behalf of, an insured, or Ib) has been discharged or dispersed therefrom; (21 the nuclear material is contained in spent fuel or waste at any time possessed, handled, used, processed, stored, transported or disposed of by or on behalf of an Insured; or (3) the bodily injury or property damage arises out of the furnishing by an Insured of services, materials, parts or equipment in connection with the planning, construction, maintenance, operation or use of any nuclear facility, but if such facility is located within the United States of America, its territories or possessions, or Canada, this exclusion (3) ap- plies only to property damage to'such nuclear facility and any property thereat; 1. Premium d. As used in this Exclusion: (1) "Hazardous properties" include radioactive, toxic or explosive prop- erties; (2) "Nuclear material" means source material, special nuclear material or by-product material; (3) "Source material", "special nuclear material" and "by-product material" have the meanings given them in the Atomic Energy Act of 1954 or in any law amendatory thereof; (4) "Spent fuel" means any fuel element or fuel component, solid or li- quid. which.has been used or exposed to radiation in a nuclear reac- tor; (5) "Waste" means any waste material (a) containing by-product material other than tailings or wastes produced by the extraction or concentration of uranium or thorium from any ore processed primarily for its source material content, and (b) resulting from the operation by any person or organization of any nuclear facility in- cluded under the first two paragraphs of the definition of nuclear facility. (6) "Nuclear facility" means: (a) any nuclear reactor; (b) any equipment or device designed or used for (i) separating the isotopes of uranium or plutonium, (iiI processing or utilizing spent fuel, or (iii) handling, processing or packaging waste;lc) any equipment or device used for the processing, fabricating or alloying of special nuclear material if at any time the total amount of such material in the custody of the Insured at the premises where such equipment or device is located consists of or contains more than 25 grams of plutonium or uranium 233 or any combination thereof, or more than 250 grams of uranium 235; (d) any structure, basin, excavation, premises or place prepared or used for the storage or disposal of waste; and lelin- cludes the site on which any of the foregoing is located, all opera- tions conducted on such site, and all premises used for such opera- tions; (7) "Nuclear reactor" means any apparatus designed or used to sustain nuclear fission in a self-supporting chain reaction or to contain a critical mass of fissionable material; (8) "Property damage" includes all forms of radioactive contamination of property. CONDITIONS All premiums for this policy shall be computed in accordance with the Company's rules, rates, rating plans, premiums and minimum premiums applicable to the insurance afforded herein. Premium designated in this policy as "advance premium" is a deposit premium only which shall be credited to the amount of the earned premium due at the end of the policy period. Al the close of each period (or part thereof terminating with the end of the policy period) designated in the declarations as the audit period the earned premium shall be computed for such period and, upon notice thereof to the Named Insured, shall become due and payable. If the total earned premium for the policy period is less than the premium previously paid, the Company shall return to the Named Insured the unearned portion paid by the Named Insured. The Named Insured shall maintain records of such information as is necessary for premium computation, and shall send copies of such records to the Company at the end of the policy period and at such times during the policy period as the Company may direct. 2. Inspection and Audit The Company shall be permitted but not obligated to inspect the Named In- sured's property and operations at any time. Neither the Company's right to make inspections nor the making thereof nor any report thereon shall constitute an undertaking, on behalf of or for the benefit of the Named In- sured or others, to determine or warrant that such properly or operations are safe or healthful, or are in compliance with any law, rule or regulation. The Company may examine and audit the Named Insured's books and records at any time during the policy period and extensions thereof and within three years after the final termination of this policy, as far as they relate to the subject matter of this insurance. 3. Financial Responsibility Laws When this policy is certified as proof of financial responsibility for the future under theprovisions of any motor vehicle financial responsibility law, such insurance as is afforded by this policy for bodily injury liability or for property damage liability shall comply with the provisions of such law to the extent of the coverage and limits of liability required by such law. The Insured agrees to reimburse the Company for any payment made by the Company which it would not have been obligated to make under the terms of this policy except for the agreement contained in this paragraph. 4. Insured's Duties in the Event of Occurrence, Claim or Suit (a) In the event of an occurrence, written notice containing particulars sufficient to identify the Insured and also reasonably obtainable in- formation with respect to the time, place and circumstances thereof, and the names and addresses of the injured and of available witnesses, shall be given by or for the Insured to the Company or any of its authorized agents as soon as practicable. (b) If claim is made or suit is brought against the Insured, the Insured shall immediately forward to the Company every demand, notice, summons or other process received by him or his representative. Cc) The Insured shall cooperate with the Company and, upon the Com- pany's request, assist in making settlements, in the conduct of suits and in enforcing any right of contribution or indemnity against any person or organization who may be liable to the Insured because of injury or damage with respect to which insurance is afforded under this policy; and the Insured shall attend hearings and trials and assist in securing and giving evidence and obtaining the attendance of witnesses. The Insured shall not, except at his own cost, voluntarily make any payment, assume any obligation or incur any expense other than for first aid to others at the time of accident. CONDITIONS I� 5. Action Against Company No action shall lie against the Company unless, as a condition precedent thereto, there shall have been full compliance with all of the terms of this policy, nor until the amount of the Insured's obligation to pay shall have been finally determined either by judgment against the Insured after actual trial or by written agreement of the Insured, the claimant and the Company. Any person or organization or the legal representative thereof who has secured such judgment or written agreement shall thereafter be entitled to recover under this policy to the extent of the insurance afforded by this policy. No person or organization shall have any right under this policy to join the. Company as a party to any action against the Insured to determine the In- sured's liability, nor shall the Company be impleaded by the Insured or his legal representative. Bankruptcy or insolvency of the Insured or of the In- sured's estate shall not relieve the Company of any of its obligations here- under. 6. Other Insurance The insurance afforded by this policy is primary insurance, except when stated to apply in excess of or contingent upon the absence of other insurance. When this insurance is primary and the Insured has other insurance which is stated to be applicable to the loss on an excess or contingent basis, the amount of the Company's liability under this policy shall not be reduced by the existence of such other insurance. When both this insurance and other insurance apply to the loss on the same basis, whether primary, excess or contingent, the Company shall inot be liable under this policy for a greater proportion of the loss than that stated in the applicable contribution provision below: (a) Contribution by Equal Shares. It all of such other valid and collectible insurance provides for contribution by equal shares, the Company shall not be liable for a greater. proportion of such loss than would be payable if each insurer contributes an equal share until the share of leach insurer equals the lowest applicable limit of liability under any one policy or the full amount of the loss is paid, and with respect to any amount of loss not so paid the remaining insurers then continue to contribute equal shares 'of the remaining amount of the loss until each such insurer, has paid its limit in full or the full amount of the loss is paid. (bl Contribution by Limits. If any of such other insurance does not provide for contribution by equal shares, the Company shall not be 1iablelfor a greater proportion of such loss than the applicable limit of liability under this policy for such loss bears to the total applicable limit of liability of all valid and collectible insurance against such loss. 7. Subrogation i In the event of any payment under this policy, the Company shall be subro- gated to all the Insured's rights of recovery therefor against any person or organization and the Insured shall execute and deliver instruments and papers CONTINUED and do whatever else is necessary to secure such rights. The Insured shall do nothing after loss to prejudice such rights. 6. Changes Notice to any agent or knowldege possessed by any agent or by any other person shall not effect a waiver or a change in any part of this policy or estop the Company from asserting any right under the terms of this policy; nor shall the terms of this policy be waived or changed, except by endorsement issued to form a part of this policy. 9. Assignment Assignment of interest under this policy shall not bind the Company until its consent is endorsed hereon; if, however, the Named Insured shall die, such insurance as is afforded by this policy shall apply (I) to the Named Insured's legal representative, as the Named Insured, but only while acting within the scope of his duties as such, and (2) with respect to the property of the Named Insured, to the person having proper temporary custody thereof, as Insured, •but only until the appointment and qualification of the legal representative. 10. Three Year Policy If this policy is issued for a period of three years any limit of the Company's liability stated in this policy as "aggregate" shall apply separately to each consecutive annual period thereof. 12. Cancellation This policy may be cancelled by the Named Insured by surrender thereof to the Company or any of its authorized agents or by mailing to the Company written notice stating when thereafter the cancellation shall be effective. This policy may be cancelled by the Company by mailing to the Named Insured at the address shown in this policy, written notice stating when not less than ten days thereafter such cancellation shall be effective. The mailing of notice as aforesaid shall be sufficient proof of notice. The time of surrender or the effective date and hour of cancellation stated in the notice shall become the end of the policy period. Delivery of such written notice either by the Named Insured or by the Company shall be equivalent to mailing. If the Named Insured cancels, earned premium shall be computed in accord- ance with the customary short rate table and procedure. If the Company cancels, earned premium shall be computed pro rata. Premium adjustment may be made either at the time cancellation is effected or as soon as prac- ticable after cancellation becomes effective, but payment or tender of un- earned premium is not a condition of cancellation. Declarations By acceptance of this policy, the Named Insured agrees that the statements in the declarations are his agreements and representations, that this policy is issued in reliance upon the truth of such representations and that this policy embodies all agreements existing between himself and the Company or any of its agents relating to this insurance. IN WITNESS WHEREOF, the INSURANCE COMPANY OF NORTH AMERICA has caused this policy to be signed by its President and a Secretary at Philadelphia, Pennsy4 vania, and countersigned on the. Declarations page by a duly Authorized Agent of the Company. yy, r VV Vim•`. �' ��Y/� HARRY (Yr. ea WILSON H. TAYLOR, President r - r; ARKANSAS STATUTORY PERFORMANCE AND PAYMENT BOND xhs�eh�ra r I SECTION 00610 ARKANSAS STATUTORY PERFORMANCE AND / 9 AThEN � BO sj 0 o 19 We, McClinton -Anchor Co., Division of APAC-Arkan(a5(c2J.nc. ,p,�, as4 rincipal hereinafter called Principal or Contractor, and I flA1NAa4JI cokt Y Of NORTH AMERICA , hereinafter called Sure. ;�9' eid� firmly bound unto City of Fayetteville as 0bligea/hetxt,naffgt called Owner, in the amount of Forty Three Thousand, Nine Hurldr,,ed vt t�y Nine Dollars and Seventy Five Cents Dollars (S 43,979.75 i8-,/forhe payment whereof Principal and Surety bind themselves, their' heirs, personal representatives, successors and assigns, jointly and severally, firmly by these presents. Principal has by written agreement dated January 28, 1987 entered into a contract with the Owner for construction of Drainage Rehabilitation Imorovements to Drake Field , which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. The condition of this obligation is such that if the Principal shall faithfully perform the Contract on his part and shall fully indemnify and save harmless the Owner from all cost and damage which he may suffer by reason of failure to do so and shall fully reimburse and make good any such default, and, further, that if the Principal shall pay all persons all indebtedness for labor materials furnished or performed under said contract failing which such persons shall have a direct right of action against the Principal and Surety Jointly and severally under this obligation, subject to the Owner's priority, then this obligation shall be null and void; otherwise it shall remain in full force and effect. No suit, action or proceeding shall be brought on this bond outside the State of Arkansas. No suit, action or proceeding shall be brought on this bond except by the Owner after six months from the date final payment is made on the Contract, nor shall any suit, action or proceeding be brought by the Owner after two years from the date on which the final payment under the Contract falls due. All alterations which may be made in the terms of the Contract, or in the work to be done under it, or the giving by the Owner of any extension of time for the performance of the Contract, or any other forbearance on the part of either the Owner or the Principal to the other shall not in any way release the Principal and the Surety or Sureties, or either or any of them, their heirs, personal representatives, successors or assigns from their liability hereunder, notice to the Surety or Sureties of any such alteration, extension or forbearance being hereby waived. In no event shall the aggregate liability of the Surety exceed the sum set out herein. Section 00610 - 1 4ccbiland .jnsa -..Ni Ccnwl,ina r This bond is executed pursuant to the terms of Act 209 of 1957 of the Arkansas Legislature. Executed on this 28th day of Recorded in the County of State of On the date of January , 1987 McCLINTON-ANCHOR COMPANY, DIVISION OF APAC1-K/A' AS, I,C. PRINCI BY: IN URA CE COMPANY OF NORTH AMERICA SU TV Attdr yin -fact Judy/Fran=ks�' rv.; COUNTERSIGNATURE: rt Lh. — e`r r Section 00610 - 2 McCl/lland n�gmd To rwl Conwl,lnq CMj -.r. % I n: f'\� i3O "'\\�i�I\'✓i, '`•%r\,./i �i,'\'.`4!�'��i\\v',,\I/j��4%,\\'.,/%�'1\.�/\j\I !�\gip/,' !%''\i,%�„j ;POWER I,\ ...a.. ' •'- v ,. 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I \ OMAN,\1I, , \'I• ',"r1" \ 1'0'"' . • /\ ' J b, / • \� I'o //n • r ' r\ '\ H r \ .' I.\yr , ' ,• /\e ". r p '• .\�'Ir\f.�\S ii', "N,' 1'i %%00 00,.' •p\ /., i\\'/'II•,:(.'.%10,0,.\i\. 11\',i •\ilp.\.'//\ •/n'�.✓,I '%%/•;J ^ • r' . , 1 , •I ;.1•. IN,d1RANCFCOMI ANY OFNORTN AM! RICA' • ':I '+ I 1 '•••'• '1d .r,\,; �, rI r Ir 00.,'•./I, /.• uI \'i Ii . 'i,i ONION I 'r., ' ' '', ii ,,.'. ,p,Y •.1•• ,V, .f',.`•,'\'.rr•\ ,.. • .. rl • d•I. :i '/• 0'% 111,1 .. , , 1 . n .n',,.i AN..' rr... �:\I/"1 .11' W:11 *.. J. l , ,... I Ir \I ,III•I 11I.1.'Iit .111. .. q'\\1.I/ \. r%' .. ' \o0. /1` '„•r,...''\`'. .\,I /. ., ,..,'I../r•I.\\ '.• \1,'. .\ ;\\.,1 , . \ \.J '. .I•\"•u'.01' A - `\ /'\/,\,I ,,,••. /,•r ' Jr'I%, 'r\ \V I N /'. I '\\r(./J\e1.I'•r.. '.r, • \.' rJ '\' 'Ir . /. 1 ry\ I\ r'` y'\. .. '\ '1• /P i y' /. / . r1.; \I0\/ .\ .r I .'1 / 'I\' \ ,,\,'\.. r •.''f.ri\1I\I''\r/\'\i\''r'\ /.,� /'0'/r/ L• ' ,I \' \ I / '''#,1% / ! "/•III{ '\ I j, • ,`\./.. .,, • /.n . i',. •%0\ •'r'. `II ''`.O .I r, /I "1./I /. '.\ I\r. 'ANON\'.'`/''N//1� I\n J.\iJ •I .rr'Ir. \'rr•/i''. •\ .'•I'.(\ \ %\00 •\'i..'.',i\\.r i�../I'\N00. ``'I \'I..\��'. 0',''' n.I1 I/; ✓r'.n'..'\'I� ....I.. I .I" r, .,•., ..II:\ •\... %.ION \In/\ NO!%0I•I,/\,00\, 1/,\' . /\•/•''..j1 i., I,/` \' r • • •I I !II !'• /. /\ ,I '\ 'I \\�I,�'..//^ '.,/'\%r'NI'I\`/n.I',I L ION 1I ANO r'` 1 ' \I II 'J'\ . 1 . r.,\'./r1 1, \ 1, . ./, •,O'%%,0#% ' /..\. \', . I \ 'n\I'./. r / /; \1L \•'I\. r lr' I ,\.;0MAN:./\ A\J OM./n / �'%:1;' IL' YI '/ `• /n r.'ON/r 1'.I11\I/\'/J\. r\' \ " .\AN%I'/. �,\\uf\1 r\\1 .�II �\ / I •n„ ANON '\_. .r.I 1. './`.'.... .r. 0% ,,' .' ,I . AN '\ r.\ r ,.I0 /> � \: \' '_ I:.•./ .:/ed' oi , •%Is,% ... _-. ,_/. _:_/, , 1 _ _ __I. _ / .I I. y'_\_ r I %0 I%¼0 /..\' _i_\ #\• //lam\t S₹a₹e Wage Decision Fr II 04 y 1NQ DATE: October 9, 1986 DETERMINATION ! 86-47 ___ PROJECT: Drainage. Rehabilitation COUNTY Statewide Fayetteville, Arkansas EXPIRATION DATE: 4-9-87 BASIC HOURLY FRINGE RATE BENEFITS Bricklayers 7.00 Carpenters 7.00 Concrete finishers 7.00 Electricians 8.50 IRONWORKERS: Structural 6.10 Reinforcing 5.30 LABORERS: Air tool operator 5.00 Asphalt heater operator 5.00 Asphalt raker 5.70 Carpenter helper 5.00 Chain saw operator 5.00 Checker grade 5.30 ' Concrete finisher helper 5.00 Concrete joint sealer 5.00 Concrete saw operator 5.00 Formsetter 5.30 • Laborer 3.80 Pipelayer 5.30 Powderman 6.20 Vibratorman 5.00 Painter 6.00 Pile driver leadman 6.00 POWER EQUIPMENT OPERATORS: Aggregate spreader operator 5.60 Asphalt,, plant fireman 4.70 • Asphalt drier operator 4.70 Batch plant operator. 5.60 '"- BULLDOZER OPERATORS: Finish 6.70 Rough 5.50 Bull float operator 5.50 Concrete curing machine operator 5.50 CONCRETE MIXER OPERATOR: Less than 5 sacks 5.00 5 sacks or over 6.00 Backhoe operator—rubber.tired (1 yard or less) 5.90 Cherry picker operator 5.90 Concrete paver operator 6.50 Concrete spreader operator 6.50 CRANES, DERRICK, DRAGLINE, SHOVEL, BACKHOE OPERATORS: 1-1/2 yard or less 6.50 Over 1 1/2 yard 7.00 Crusher operator 5.50 ,_._,ti...ar aa... c_ an DATE: October 9, 1986 PROJECT: Drainage Rehabilitation Fayetteville, Arkansas DETERMINATION I R-47 _ COUNTY Statewide EXPIRATION DATE: 4-9-87 Drill operator (wagon or truck) Elevating grader operator Euclid or like equipment operator (bottom or end dump) Finishing machine operator Forklift operator Form grader operator FRONT END LOADER OPERATOR: Finish Rough Hydro seeder operator Mechanic Mechanic helper MOTOR PATROL OPERATOR: Finish Rough Mulching machine operator Oiler and greaser Pile Driver Operator Pug Mill Operator Roller operator (self—propelled) SCRAPER OPERATORS: Finish Rough Sod slicr.g machine operator Stabiliser mixing machine TRACTOR OPERATORS: Crawler type • Farm and wheel Wheel type (with attachment 1 yard or under) Trenching machine operator STONEMASONS TRUCK DRIVERS: Distributor truck driver Semi —trailer Lowboy driver Transit mix truck driver Truck driver (heavy —maximum pay load in excess of 3000 lbs.) Truck driver (light —maximum pay load 3000 ibs.) WELL DRILLERS BASIC HOURLY FRINGE RATE BENEFITS 5.50 6.50 5.10 5.90 4.90 4.90 6.50 5.50 5.00 6.70 5.10 6.70 5.50 5.00 5.30 6.00 5.00 5.10 6.70 5,50 4.80 5.50 5.00 5.00 5.40 5.40 7.00 5.30 5.30 5.50 5.30 5.00 4.70 6.70 WELDERS --receive rate prescribed for craft performing operator to which welding is incidental. CERTIFIED Arkansas Department of labor - Y w - f GENERAL CONDITIONS r SECTION 00700 GENERAL CONDITIONS INDEX Section Headings Abbreviations for Reference Specifications and Codes Alterations to Public Utilities Arbitration Arrangement of Specifications and Plans As -Built Drawings Assignments Authority of the Engineer Availability of Specified Items Bonds Certificates Changes in Contract Price Changes in Contract Time and Liquidated Damages Changes in the Work Cleaning Up Completion, Final Inspection, and Acceptance Contractor to Furnish Stakes and Help Contractor's Examination Contractor's Meetings Contractor's Supervision Cutting, Patching, and Repairs Damage to Existing Facilities Defective Work Diverting and Blocking Traffic Engineer Engineer's Visits to the Site Equipment Nameplates Explosives and Blasting Figured Dimensions Final Estimate and Payment Fire Protection Guarantees for Materials, Equipment Horseplay, Fighting and Roaming Inspection and Testing Installation of Equipment Insurance Lands and Rights -of -Ways Limitations of the Engineers Responsibilities Lines and Grades Locations of Facilities and Workmanship Page No• 38-39 37 30 4 38 9-10 1-3 40 10 39 20-23 23-24 19-20 35 19 6 4 8-9 8 37 36 18-19 35-36 1 3 37 36 5 26-29 36-37 29-30 8 16-18 38 10-12 13 3 6 36 �, NNCbuanO ..,/ � ConwlUnp r SECTION 00700 GENERAL CONDITIONS INDEX Section Headings Page No. Modifications and Waivers 36 Neglected Work 24-25 Operating Manuals and Spare Parts List 15 Other Contractors 30-31 Overtime Work 23 Ownership of Engineering Data 38 Partial Set of Plans and Specifications for Subcontractors 9 Patent Fees and Royalties 31 Permits, Licenses, Laws, Ordinances, Regulations and Taxes 16 Pre -Construction Conference 13 Preservation of Monuments and Stakes 6-7 Progress Payments 25-26 Protection and Safeguards of Work 37 Publicity 38 Quality of the Plans 5 Quantities of Estimate 4 Reporting of Accidents 36 Safety and Security 36 Sanitary Regulations 35 Scope and Intent of Specifications and Plans 1 Sequence of Work Schedule 12 Shop Drawings and Samples 13-15 Standards 39 Subcontracting 9 Surveys and Laying out Work 5-6 Temporary Facilities 33-35 Termination of the Contract by the Contractor 32-33 Termination of the Contract by the Owner 32 Unpatented Disclosures to the Owners 31-32 Uses of the Premises 35 Waterways 36 Work Done Without Lines and Grades 6 Workmanship and Materials 7 Workmen 8 Can IIaM fcnW ?na r SECTION 00700 GENERAL CONDITIONS SCOPE AND INTENT OF SPECIFICATIONS AND PLANS The Specifications and Plans are intended to supplement but not necessarily duplicate each other, and together constitute one complete set of Specifications and Plans, so that any Work exhibited in one and not in the other, shall be executed just as if it had been set forth in both, in order that the Work shall be completed according to the complete design or designs as decided and determined by the Engineer. Should anything be omitted from the Specifications and Plans which is necessary to a clear understanding of the Work, or should it appear that various instructions are in conflict, then the Contractor shall secure written instructions from the Engineer before proceeding with the construction affected by such omissions or discrepancies. It is understood and agreed that the Work shall be performed and completed according to the true spirit, meaning and intent of the Contract, Specifications and Plans. If any question of conflict or inconsistency between the documents for the work should arise, the governing documents in their respective priorities, with the highest priority first, shall be: (1) the Construction Contract, as the same may be modified or altered from time to time by Change Orders thereto; (2) the Specifications; (3) the Plans (4) other papers. ENGINEER "Engineer" shall mean the firm of McCLELLAND CONSULTING ENGINEERS, INC. who have been. employed by the Owner for this work, or their duly authorized agents, such agents acting severally within the scope of the particular duties entrusted to them, whose decisions shall, in all cases, be subject to final approval by the Engineer. At the time of award of the Contract it shall be specified whether the term "Owner's Representative" shall also be interpreted "Engineer." AUTHORITY OF THE ENGINEER The Engineer shall have the following authority: (1) to interpret the Plans and Specifications and define their intent and meaning; Section 00700 - 1 aa Mond (2) to determine whether the work done and materials furnished are in accordance with the terms of the Plans and Specifications and to condemn such in accordance herewith; (3) to make decisions on all matters relating to the execution and the progress of the Work; (4) to coordinate the Work of the Contractor with the Work of other contractors; (5) to stop the Work whenever, in the opinion of the Engineer, such stoppage may be necessary to insure the proper execution thereof; (6) to determine the amount payable to the Contractor from time to time for Work done under the Contract; (7) to make decisions on all controversies arising out of the Plans and Specifications or the refusal or failure of either party to perform any part thereof; (8) to give approvals and to take action to the extent necessary for the orderly and expeditious prosecution of the Work; but the Engineer shall not have authority to amend or modify the Construction Contract; (9) to delegate his responsibilities to other representatives of the Owner in connection with specific portions of the Work; (10) to disapprove or reject Work which is "defective" (which term is hereinafter used to describe Work that is unsatisfactory, faulty or defective, or does not conform to the requirements of the Plans and Specifications, or does not meet the requirements of any inspection, test or approval referred to hereafter or has been damaged prior to approval of final payment); (11) to require special inspection or testing of the Work as provided for hereafter whether or not the Work is fabricated, installed, or completed; (12) to exercise his best efforts to insure faithful performance by both the Owner and the Contractor. He will not show partiality to either and will not be liable for the result of any interpretation or decision rendered in good faith. Claims, disputes and other matters relating to the execution and progress of the Work or the interpretation of or performance under the Plans and Specifications shall be referred to the Engineer for decision; which he will render in writing within a reasonable time; Section 00700 - 2 SS rai.eand ran anitlnn r All decisions and determinations made by the Engineer pursuant to the Work and communicated to the Contractor shall be binding on the Contractor unless, within thirty (30) days thereafter, written objection is filed with the Owner's Purchasing Agent demanding that the issue be determined by arbitration. LIMITATIONS OF THE ENGINEER'S RESPONSIBILITIES Neither the Engineer's authority to act under the Plans and Specifications nor any decision made by him in good faith either to exercise or not exercise such authority shall give rise to any duty or responsibility of the Engineer to the Contractor, any Subcontractor, any materialman, fabricator, supplier, or any of their agents or employees or any other person performing any of the Work. The Engineer will not be responsible for the Contractor's means, methods, techniques, or procedures of construction, or the safety precautions and programs incident thereto, and he will not be responsible for the Contractor's failure to perform the Work in accordance with the Plans and Specifications. The Engineer will not be responsible for the acts or omissions of the Contractor, or any Subcontractors, or any of his or their agents or employees, or any other persons at the site or otherwise performing any of the work. ENGINEER'S VISITS TO THE SITE The Engineer will make periodic visits to the site to observe the progress and quality of the executed Work and to determine, in general, if the Work is proceeding in accordance with the Plans and Specifications. He will not be required to make exhaustive or continuous on -site inspections to check the quality or quantity of the Work. His efforts will be directed toward providing assurance for the Owner that the completed Project will conform to the requirements of the Plans and Specifications. On the basis of his on -site observations, he will keep the Owner informed of the progress of the Work and will endeavor to guard the Owner against defects and deficiencies in the Work of the Contractor. All of the work performed shall be subject to the inspection and approval of the Engineer. The Engineer and his representatives shall at all times have access to the work and the materials necessary for the performance thereof, and the Contractor shall provide proper facilities for access and inspection. If the Plans and Specifications, the Engineer's instructions, laws, ordinances, or any public authority require any of the work to be tested or approved, the Contractor shall give the Engineer timely notice of its readiness for inspection and, if the inspection is by authority other than the Engineer, of the date fixed for such inspection, but any such inspection shall not diminish the necessity of inspection and approval by the Engineer. Inspections made by the Engineer shall be promptly made. If any work should be covered up without the approval or consent of the Engineer, it must be uncovered for inspection at the Contractor's expense if required by the Engineer. Section 00700 - 3 . a� McClelland r CONTRACTOR'S EXAMINATION The Contractor will be held to have examined all information, documents, and drawings furnished to him by or on behalf of the Owner in connection with this Contract and shall consult with the Engineer in the event of any error or inconsistency or in the event any portion of the Work is not sufficiently detailed or explained, and in no event shall the Contractor proceed with the Work in uncertainty. It is understood and agreed that the Contractor has, by personal examination at the site, checked the material and location of the work; the type of equipment, storage space and facilities needed preliminary to, and during execution of the work; the general and local conditions, and all other matters which may, in any way, affect or have a bearing on the work of the Contract and its costs. The Contractor also represents that he has studied all surveys and investigation reports of subsurface and latent physical conditions provided in the Specifications and made such additional surveys and investigations as he deems necessary for the performance of the Work at the Contract price in accordance with the requirements of the Plans and Specifications and that he has correlated the results of all such data with the requirements of the Plans and Specifications. Failure on the part of the Contractor to have fully informed himself of site conditions, and to fully understand the extent of the Work required, shall not excuse him in any way from his obligation to supply and install the Work in accordance with the Specifications and Plans, and under all conditions as they exist. No extra compensation will be allowed because of his failure to so inform himself. His submission of a bid on the project shall be considered as sufficient evidence that the Contractor has complied with the above requirements. ARRANGEMENT OF SPECIFICATIONS AND PLANS Titles to sections and paragraphs in the Specifications are used merely for convenience, and shall not be taken as a correct or complete segregation of the several units of materials, equipment and labor, nor as an attempt to outline or define jurisdictional procedures. Likewise, the identifications of any Plans shall not control the Contractor in dividing the Work among Subcontractors or delineating the Work to be performed by any specific trade. No responsibility, either direct or implied, is assumed by the Engineer, or the Owner, for omissions or duplications by the Contractor or by any of his subcontractors, due to real or alleged errors in arrangement of matter in the Plans and Specifications. QUANTITIES OF ESTIMATE Wherever the estimated quantities of Work to be done and materials to be furnished under this Contract are shown in any of the documents, including the Proposal, they are given for use in comparing bids and the right is especially reserved except as herein otherwise specifically limited, to increase or diminish them as may be deemed reasonably necessary or desirable by the Owner to complete the Work contemplated by this Contract, nor shall any such increase or diminution in any way violate this Contract, nor shall any such increase or diminution give cause for claims or liability for damages. Section 00700 - 4 J r QUALITY OF THE PLANS The Plans have been made with care but cannot be assumed to be correct in every detail when some of the conditions to be encountered may not be shown on existing maps and are underground. The approximate locations of existing improvements are shown. The placing of this information on the Plans in no way obligates the Owner or Engineer as to its correctness, as it is indicative only and is placed there for information and assistance to the Contractor. It is the expressed intent of these Plans and Specifications that the Contractor is to make his own investigation of conditions to be encountered, and the submission of the Proposal by the Contractor for the work constitutes his compliance with this requirement. Minor details not usually shown or specified, but necessary for the proper installation and operation, shall be included in the work as if shown or specified. Wherever the word "provide" is used, it shall mean "furnish and install complete and ready for use. The accuracy of dimensions shown on drawings furnished to the Contractor by the Engineer having reference to any existing work, structure or facility is not guaranteed. The Contractor shall satisfy himself to such accuracy of such existing dimensions before starting the work. Whenever existing obstructions or dimensional inaccuracies capable of verification by the Contractor in the field, or minor variations in indicated arrangements or dimensions of equipment, interfere with the installation as shown on the Plans, the Contractor shall make such necessary alterations as are approved by the Engineer and such alterations shall not constitute a basis for extra payment. FIGURED DIMENSIONS Figured dimensions, when given in the Plans, shall be accurately followed, even though they differ from scaled measurements. No work shown on the Plans, the dimensions of which are not figured, shall be executed, until instructions have been obtained from the Engineer as to dimensions to be used. Large scale and full size drawings shall be followed in preference to small scale drawings. SURVEYS AND LAYING OUT WORK The Engineer shall establish a primary bench mark. The Contractor shall employ competent employees to establish all other bench marks and location stakes for structures. The Contractor shall verify all grades and dimensions as shown on the Plans, and he shall report any errors or inconsistencies in the above to the Engineer before commencing work. The Contractor will be held responsible for the accuracy of the layout of all the work. Section 00700 - 5 J �� McClelland r The Contractor shall provide and maintain well-built batter boards at all building corners; he shall establish additional bench marks in not less than two widely separated places. The elevation lines and levels at existing structures may be used for locating, layout and directing the Work. The Contractor shall lay out the Work, check all positions of footings and walls in place, also the various levels of the structure, the intersections of lines at centers, test and check all elevations and levels and make a full report to the Engineer in case of any discrepancy. As the Work progresses, the Contractor shall layout on the rough flooring the exact location of all partitions as a guide to all trades. LINES AND GRADES All work done under this Contract shall be done to the lines and grades shown on the Plans. The Contractor shall keep the Engineer informed, a reasonable time in advance, of the times and places at which he wishes to do work, in order that lines and grades may be furnished and necessary measurements for record and payment may be made with minimum inconvenience to the Engineer and delay to the Contractor. CONTRACTOR TO FURNISH STAKES AND HELP The Contractor shall furnish without additional charge competent men from his force and such tools, stakes and other materials as the Engineer may require for the proper staking out of the Work, and in making measurements as surveys and in establishing temporary or permanent reference marks in connection with said Work. WORK DONE WITHOUT LINES AND GRADES Any Work done without lines, grades, or levels being given by the Engineer, or done without the approval of an inspector or other representative of the Owner, may be ordered removed and replaced at the Contractor's cost and expense. PRESERVATION OF MONUMENTS AND STAKES The Contractor shall carefully preserve all monuments, bench marks, reference points and stakes, and in case of willful or careless destruction of the same, he will be charged with the resulting expense of replacement, and shall be responsible for any mistakes or loss of time that may be caused by their unnecessary loss or disturbance. In the event that the stakes and marks placed by the Engineer are destroyed through carelessness on the part of the Contractor, and that the destruction of these stakes and marks causes a delay in the work, the Contractor shall have no claim for damages or extensions of time. In the case of any permanent monuments or bench marks which must of necessity be removed or disturbed in the construction of the work, the Contractor shall carefully protect and preserve the same until they can be properly referenced and relocated. The Contractor shall also furnish at his own expense such materials and assistance as are necessary for the Section 00700 - 6 an MCCl.11ard ma - ,ttln a r proper replacement of monuments or bench marks that have been moved or destroyed. WORKMANSHIP AND MATERIALS The Contractor shall and will, in good workmanlike manner, do and perform all work and furnish all supplies and materials, machinery, equipment, facilities and means, except as herein otherwise expressly specified, necessary or proper to perform and complete all the Work required by this Contract, within the time herein specified, in accordance with the Plans and Specifications, and in accordance with the directions of the Engineers as given from time to time during the progress of the work. He shall furnish, erect, maintain, and remove such construction plant and such temporary works as may be required. The Contractor shall observe, comply with, and be subject to all terms, conditions, requirements, and the limitations of the Contract and Specifications, and shall do, carry on, and complete the entire Work to the satisfaction of the Engineer. In all respects the work shall be performed in a complete and workmanlike manner by workmen skilled in their respective trades, and in such a way as to cause the least possible interference with the operations of other contractors or with the Owner's operations. All materials furnished by the Contractor shall be new and the best of their respective kinds, unless otherwise specified. The Contractor warrants and guarantees to the Owner and the Engineer that all materials and equipment will be new unless otherwise specified and that all Work will be of good quality and free from faults or defects and in accordance with the requirements of the Plans and Specifications. Whenever a material, article or piece of equipment is identified on the Plans or in the Specifications by reference to manufacturer's or vendors' names, trade names, catalog numbers, etc., it is intended mainly to establish a standard; and, any material, article, or equipment of other manufacturers and vendors which will perform adequately the duties imposed by the general design will be considered equally acceptable provided the material, article or equipment so proposed, is, in the opinion of the Engineer, of equal substance and function. It shall not be purchased or installed by the Contractor without the Engineer's written approval. See the section which follows hereafter entitled SHOP DRAWINGS AND SAMPLES. However, the Owner shall have the right, upon giving notice in writing to the Contractor, to require the Contractor to purchase from such vendors as the Owner may designate, any or all of the items which are to be incorporated into the Work. If any items so designated by the Owner for purchase by the Contractor are purchased at prices which exceed, or are less than, the prices which the Contractor would be required to pay to reputable vendors at that time for similar items of like grade and quality which would have complied with the Specifications and the Plans, then the Owner shall pay to the Contractor the amount of such excess, or the Contract Price shall be reduced by the amount of the difference, as the case may be. Section 00700 - 7 MCCI*IIOM !vnwlllnn WORKMEN The Contractor shall employ qualified workmen having the ability, as proven by their past experience, to perform each specific task comprising the overall work described in these Specifications. This requirement may be satisfied by the General Contractor's subcontracting certain phases of the work to those with particular expertise in the task to be performed. However, each subcontractor must be approved by the Owner prior to the commencement of work. The Contractor shall employ, or cause to be employed, on or in connection with the performance of the Work only persons who are fit and skilled in the work assigned. The Contractor shall at all times enforce, or cause to be enforced, strict discipline and good order among the workmen employed on the Work. Should any disorderly, incompetent, or objectionable person be employed by the Contractor, or by any Subcontractor, upon or about the Construction Site, the Contractor shall, upon request of the Engineer, cause such person to be removed from the Work and not again employed thereon without the written permission of the Engineer. HORSEPLAY, FIGHTING AND ROAMING Horseplay, scuffling, fighting or carrying of firearms is not permitted on the Construction Site. The Contractor's men shall confine their activities to the specific area of construction work. CONTRACTOR'S SUPERVISION The Contractor shall keep on his Work, during its progress, a competent Superintendent, and any necessary assistants, all satisfactory to the Engineer. The Superintendent shall not be changed unless he proves to be unsatisfactory to the Contractor and ceases to be in his employ. The Superintendent shall represent the Contractor in his absence, and all directions given to him shall be as binding as if given to the Contractor. Directions shall be confirmed upon written request. The Contractor shall give efficient supervision to the work, using his best skills and attention. He shall carefully study and compare all Plans, Specifications, and other instructions, and shall at once report to the Engineer, any error, inconsistency, or omission which he may discover. It is expressly understood that the Contractor shall be solely responsible for adequately supervising every phase of the work. If necessary, the Contractor shall employ experts in particular methods or materials of construction to satisfy the requirements of the work to be performed. In no case shall the Contractor depend upon the Engineer, nor construe it to be the Engineer's responsibility, to provide construction supervision. CONTRACTOR'S MEETINGS Meetings of the representatives of the Engineer and Contractors may be held in the field office at regular intervals, as directed by the Engineer, for the purpose of furthering the progress of the Work, and the issuing of instructions. Where such representatives fail in attendance or in executing Section 00700 - 8 r • McClellan CMwl,lnn the instructions given them, they shall, on request of the Owner, •be dismissed from the work within twelve (12) hours from the time of each request, and other representatives satisfactory to the Engineer shall be immediately substituted. SUBCONTRACTING The Contractor may utilize the services of specialty subcontractors on those parts of the Work which, under normal contracting practices, are performed by specialty subcontractors. The Contractor shall not award any work to any subcontractor without prior written approval of the Owner, which approval will not be given until the Contractor submits to the Owner a written statement concerning the proposed award to the Subcontractor, which statement shall contain such information as the Owner may require. The Contractor shall not assign or sublet all or any part of this Contract without the prior written approval of the Owner, nor shall the Contractor allow such Subcontractor to commence work until he has provided and obtained approval of such compensation and public liability insurance as may be required under the laws of the state. The approval of such subcontract by the Owner will in no manner release the Contractor from any of his obligations as set out in the Plans, Specifications, Contract, or Bonds. The Contractor shall be as fully responsible to the Owner for the acts and omissions of his Subcontractors, and of persons either directly or indirectly employed by them, as he is for the acts and omissions of persons directly employed by him. The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to bind subcontractors to the Contractor by the terms of the General Provisions and other Contract Documents insofar as applicable to the work of subcontractors and to give the Contractor the same power as regards terminating any subcontract that the Owner may exercise over the Contractor under any provisions of the Contract Documents. Nothing contained in this Contract shall create any contractural relation between any subcontractor and the Owner. PARTIAL SETS OF PLANS AND SPECIFICATIONS FOR SUBCONTRACTORS Separate sheets of the Plans and/or Specifications will be available to subcontractors, suppliers and material dealers for their convenience at reproduction costs. However, it will be their responsibility to check their compliance with a complete set of contract documents prior to executing the Work to insure a complete and satisfactory interface with other contractors and/or subcontractors. ASSIGNMENTS The Contractor shall not assign the whole or any part of this Contract to any moneys due to become due hereunder without written consent of the Section 00700 . 9 CWttjane MrcCIV np r I Owner. In case the Contractor assigns all or any part of any moneys due 'or to become due under this Contract, the instrument of assignment shall contain a clause substantially to the effect that it is agreed that the right of the assignee in and to any moneys due or to become due to the Contractor shall be subject to prior claims of all persons, firms and corporations for services rendered or material supplied for the performance of the Work called for in this Contract. BONDS When he delivers the executed Contract to the Owner, the Contractor shall also deliver to the Owner such Bonds as may be required. The Contractor shall furnish a Performance and Payment Bond as security for the faithful performance and payment of all his obligations under the Construction Contract. This Bond shall be in an amount at least equal to the Contract Price, and in such form and with such sureties as are licensed to conduct business in the state where the Project is located and are named in the current list of "Surety Companies Acceptable on Federal Bonds" as published in the Federal Register by the Audit Staff Bureau of Accounts, U.S. Treasury Department. If the surety on any Bond furnished by the Contractor is declared bankrupt or becomes insolvent or its right to do business in any state where any part of the Project is located is revoked, the Contractor shall within five days thereafter substitute another Bond and surety, both of which shall be acceptable to the Owner. INSURANCE The Contractor shall not commence Work under this Contract until he has obtained all the insurance required under this paragraph and such insurance has been approved by the Owner, nor shall the Contractor allow any subcontractor to commence Work on his subcontract until the insurance required of the subcontractor has been so obtained and approved. (1) Worker's Compensation Insurance - The Contractor shall procure and shall maintain during the life of this Contract Worker's Compensation Insurance as required by applicable state law for all of his employees to be engaged in work at the site of the Project under this Contract and, in case of any such Work sublet, the Contractor shall require the subcontractor similarly to provide Worker's Compensation Insurance. In case any class of employees engaged in hazardous work on the Project under this Contract is not protected under the Worker's Compensation Statute, the Contractor shall provide and shall cause each subcontractor to provide adequate employer's liability insurance for the protection of such of his employees as are not otherwise protected. The minimum limits for such insurance shall be $100,000.00 The policy(s) shall be extended to include waiver of subrogation to the Owner. Section 00700 - 10 J MCcbnand �e>�� I Co Wjfinp (2) Contractor's Comprehensive General Liability Insurance - For not less than the following limits of liability; Bodily Injury: $500,000.00 each occurrence $1,000,000.00 aggregate Property Damage: $1,000,000.00 each occurrence $1,000,000.00 aggregate Include the following coverage: (a) Completed Operations Coverage for not less than two (2) years. (b) Blanket Contractual Liability to cover Indemnity Agreement in accordance with Paragraph (e) on the following page of the General Conditions of the Contract for Construction. (c) Broad Form Property Damage and Personal Injury Liability. (d) Independent Contractor's Coverage. (3) Contractor's Comprehensive Automobile Liability Insurance - For not less than the following limits of liability; Bodily Injury: $ 500,000.00 each person $1,000,000.00 each occurrence Property Damage: 5 100,000.00 each occurrence Include Hired car and Non -Ownership Coverage. (4) Contractor's Excess Umbrella Policy - $1,000,000.00 limit of liability policy shall be provided. (5) Indemnification - The Contractor shall indemnify and hold harmless the Owner and the Engineer and their agents and employees from and against all claims,. damages, losses and expenses including attorney's fees arising out of or resulting from the performance of the work, provided that any such claim, damage, loss or expense (1) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the work itself) including the loss of use resulting therefrom, and (2) is caused in whole or in part by any negligent act or omission of the Contractor, and Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. In any and all claims against the Owner or the Engineer or any of their agents or employees by any employee of the Contractor, any Subcontractor, anyone directly or indirectly employed by any Section 00700 - 11 of them or anyone for whose acts any of them may be liable, the indemnification obligation under this Paragraph shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor any Subcontractor under worker's compensation acts, disability benefit acts or other employee benefit acts. (6) Builder's Risk (all-risk) Insurance - The Contractor shall procure and shall maintain during the life of this Contract, Builder's All Risk Insurance at 100 percent (100%) of the replacement value basis on the insurable portion of the project (including the existing parking deck structure). The Owner, the Contractor, and Subcontractors (as their interests may appear) shall be named as the insured. (7) Proof of Carriage of Insurance - The Contractor shall furnish the Owner with certificates showing the type, amount, class of operations covered, effective dates and dates of expiration of policies. Such certificates shall also contain substantially the following statement: "The insurance covered by this certificate will not be cancelled or materially altered, except after ten (10) days written notice has been received by the Owner." The above named limits shall be operative. The Contractor shall furnish the Owner with duplicate copies of all policies or certificates from insuring agencies as evidence that these requirements have been satisfied. It shall be the entire responsibility of the Contractor to purchase and place in effect during the entire life of the Project, all insurance and bonds as applies to the Project and is requested herein. All Bonds must be executed by a surety company licensed to do business in the state where the Project is located, and acceptable to the Owner. The final acceptance of the construction work by the Owner shall not bar the right of any person damaged or injured by reason of any act of omission or commission of the Contractor, or of the failure of the Contractor to fully perform all the terms of his Contract from maintaining an action against the Contractor, and shall not release the Contractor from any of the obligations assumed under these Specifications or Contract. SEQUENCE OF WORK SCHEDULE After the successful bidder has been awarded the Contract he shall, within ten (10) days, submit a bar graph depicting the schedule of work as he proposes to execute it. Said bar graph shall show each calendar day of the construction period and shall be subject to the review and approval of the Owner and the Engineer. This schedule shall also present the preliminary schedule of shop drawing submittals. Section 00700 - 12 paQh llMaM MI.IIan r PRE -CONSTRUCTION CONFERENCE Within twenty (20) days after delivery of the executed Construction Contract by the Owner to the Contractor, but before starting the Work at the site, a conference will be held to review the heretofore mentioned schedules, to establish procedures for handling Shop Drawings and other submissions, and for processing Applications for Payment, and to establish a working understanding between the parties as to the Project. Present at the conference will be the Owner or his representative, the Engineer, Resident Project Representatives, the Contractor and his Superintendent. LANDS AND RIGHTS -OF -WAY Prior to the start of construction, the Owner shall obtain all lands and rights -of -way necessary for the carrying out and completion of the Work to be performed under this Contract. SHOP DRAWINGS AND SAMPLES Products, materials, and manufactured items or articles of like nature shall, as nearly as possible, be of one brand or manufacturer. Where a manufacturer's name is used in the Specification sheets, it shall be understood to mean "or approved equal". Substitution for the materials listed shall not be made without written approval by the Engineer. Where approved substitutions are made, it shall be the responsibility of the Contractor to adjust the design as required by the use of the alternate selection. Before any material or equipment is purchased, the Contractor shall submit to the Engineer for approval a complete list of material and equipment for installation in the work. Such list shall include catalog numbers, cuts, diagrams, drawings and such other descriptive data as may be required by the Engineer. Approval of materials and equipment will be based on the manufacturer's published data considered in conjunction with the referenced standards. Any materials or equipment listed which are not in accordance with the specification requirements will be subject to rejection. Lists of materials and equipment shall be submitted in ample time to coordinate necessary features of construction with installation requirements. Any alterations to construction in place made necessary by reason of approval action on materials or equipment lists shall be the responsibility of the Contractor and shall be made without additional cost to the Contract Price. (a) Procedure - In processing shop drawings, -the following submittal and approval procedure shall be followed: (1) A sufficient number of copies of all shop drawings shall be received by the Contractor from subcontractors or suppliers, with accompanying letters of transmittal, to allow the Engineer and Owner to retain 4 copies. (2) Contractor checks and approves (or corrects) drawings, verifying erection, job conditions and measurements. He shall Section 00700 - 13 I S rr McClellan r stamp all drawings and forward them with his letter of transmittal to the Engineer for approval (or correction), only when and if they meet the Contractor's approval. (3) The Engineer shall promptly check all drawings submitted; all except four (4) copies of the drawings are then returned, stamped, to the Contractor accompanied by a letter of transmittal. NOTE: The Contractor shall allow not less than five (5) days for Engineer review and approval of the submitted drawings. (4) As appropriate, drawings, brochures submittals related to any portions of the forwarded immediately by the Engineer to an A for checking and approval (or correction); shall be stamped, signed and returned, to the accompanying letter of transmittal. and equipment project may be ssociate Engineer these submittals Contractor, with (5) If re -submittal is required, similar procedure as above shall be followed. (b) Engineer's Stamp - The stamp of the Engineer on the returned shop drawings shall be interpreted to mean as follows: (1) Approved - No corrections. The drawings or brochures are approved as submitted in accordance with the "design concept" provided in the Plans and Specifications. However, Engineer's approval of shop drawings shall not relieve the Contractor of the responsibility for omissions or deviations from Contract Plans and Specifications, unless the Engineer's attention is directed to such omissions or deviations in the written submission of the shop drawings by the Contractor. The Contractor alone shall be responsible for all errors of fabrication, dimensions, and for the correct fitting of items shown on the shop drawings. (2) Approved as Noted - Minor Corrections - The drawings or brochures are approved subject to the corrections noted. The drawings shall be changed prior to fabrication and the brochures noted before ordering equipment and materials. (3) Not Approved - Drawings or brochures are rejected as not in accordance with the Contract requirements, or other justified reason. The submissions must be corrected and resubmitted. No items are to be fabricated or furnished under this stamp. Section 00700 - 14 J . MCCbIIond r....eu.a r (4) Revise and Resubmit - The drawings and brochures are not in accordance with the Contract requirements and shall be revised as noted and resubmitted for approval. (5) One print of each drawing and one copy of each brochure bearing the "Approved" stamp of the Engineer shall be kept at the project office, and shall be maintained in good condition. No shop drawings other than those stamped "Approved" shall be on the job for any purpose whatsoever. (c) Records - All parties are requested to maintain accurate logs or records needed to show exact transactions during the construction period, which affect them in any way. This shall include memos of verbal directions, conferences, shop drawing submittal dates and disposition, weather conditions, labor problems, etc. (d) Samples - The Contractor shall furnish samples as required in the separate sections of this Specification: (1) For factory finished material, the Contractor shall obtain complete up-to-date sample kits and deliver them to the Engineer for color selection. These samples shall cover all materials and items specified to have a colored finish and shall be furnished to the Engineer all at one time. (2) Samples of fabricated items showing detail of construction, paint finish samples, and other similar items shall be furnished in duplicate, one to be retained by the Engineer and one to be returned to the Contractor. Each sample shall bear a tag or label giving the name of the Contractor, supplier or manufacturer, the trade name of material and any other information necessary to properly identify the material. Sufficient blank space shall be left on each identifying tag for the stamp of approval or similar markings. (3) All samples shall be delivered to the Engineer's office with reasonable promptness, so as to cause no delay in the work. OPERATING MANUALS AND SPARE PARTS LISTS The Contractor shall furnish the Engineer, at least two (2) weeks prior to final acceptance of the work, three (3) complete sets of operating instructions, manuals and spare parts lists for all mechanical and electrical equipment of any type, including controls. Section 00700 - 15 91 �YCC/Illund r PERMITS, LICENSES, LAWS, ORDINANCES, REGULATIONS AND TAXES The Contractor shall obtain and pay for all construction permits and licenses and shall pay all governmental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of his Bid. The Owner shall assist the Contractor when necessary in obtaining such permits and licenses. The Contractor shall also pay all public utility charges. The Contractor shall give all necessary notices, shall pay all fees required by law and shall comply with all laws, ordinances, governmental rules and regulations applicable to the Work, to labor employed on the Work, and to the preservation of the public health and safety. The Contractor shall indemnify and save harmless the Owner from and against all liability with respect to penalties and/or interest that may result from non-compliance with any such laws, ordinances, governmental rules or regulations. Should the Specifications and/or the Plans be at variance with any of such permits, licenses, laws, ordinances, governmental rules or regulations, the Contractor shall promptly notify the Engineer in writing, whereupon the Owner shall make all necessary changes in the Specifications and/or the Plans. If the Contractor performs any portion of the Work which is contrary to any of such permits, licenses, laws, ordinances, governmental rules or regulations, the Contractor shall correct such portion of the Work, and the Contractor shall bear the cost of all damages arising therefrom, The Contractor shall comply with all laws, ordinances, rules, orders, and regulations relating to the protection of adjacent property, and the maintenance of passageways, guard fences or other protection facilities. The Contractor shall permit and facilitate inspection of the Work by the Owner, the City, and/or its representatives of all work during construction. The inspection work by the Owner or others shall not be construed as to relieve the Contractor of any liability for inadequate design, faulty materials, workmanship, violation of the Specifications and design criteria, codes, laws, or safety requirements. Upon completion of this project the Contractor shall obtain and deliver to the Owner for permanent filing all necessary certificates of occupancy required by jurisdictional governmental authorities. The Contractor shall pay all sales, consumer, use and other similar taxes required to be paid by him in accordance with the law of the place where the Work is to be performed. INSPECTION AND TESTING All materials and equipment used in the construction of the Project shall be subject to adequate inspection and testing in accordance with accepted standards. The laboratory or inspection agency shall be selected by the Owner. The Owner will pay for all laboratory inspection service direct, Section 00700 - 16 . MCaauand ,� . Gnsjuraa r and not as a part of the Contract, except as otherwise specifically stated hereafter. The Contractor shall give the Engineer at least 24 hours notice, as to when any part of the Work will be ready for observation. No part of Saturdays or Sundays shall be counted as part of the required hours of notice. The Owner or Contractor shall be responsible for sampling and testing of materials as listed immediately hereafter: Test Type Earth and Base Fill Compaction, Density, & Proctor Curves Owner Soil Tests Classification Owner Concrete Tests Strength and Quality Owner Mortar Test Strength Owner Pipe Test Pressure (Water and Drainage) Contractor Electrical Test Circuits and Equipment Contractor (Capacity, Shorts, Resistance) Structural Steel Welding and Fabrication Contractor Asphalt Tests Density, Mix Owner The Engineer shall be notified when a certain area or system is ready for testing. At such time as the Engineer may direct, the Contractor shall conduct an operating test for approval. The equipment shall be demonstrated to operate in accordance with the requirements of the Specifications. The tests shall be performed in the presence of the Engineer. The Contractor shall provide and maintain safe access and proper facilities for observation by the Engineer of all portions of the Work, including access to shops in which any portion of the Work is in preparation. If laws, ordinances, governmental portion of the Work to be inspected promptly perform the inspection and/or rules and/or regulations require any and/or tested, the Contractor shall tests so required. Where the Contractor is required, under the Specification and/or the Plans, to perform tests, the Contractor shall give timely notice to the Engineer of the readiness of the Contractor to perform each such test or inspection as stated heretofore. Should the Contractor fail to give such timely notice and/or should the Contractor cover up, without the consent of the Engineer, the portion of the Work to be so tested and/or inspected, the Contractor shall, upon request of the Engineer, uncover such portion and/or perform a retest and/or a reinspection of such portion, all at the sole expense of the Contractor. Section 00700 - 17 MK11l!Cnd J r The Engineer shall have the right to order special tests not requiredby the Specifications and/or the Plans, whereupon the Contractor shall promptly perform such tests. If the portion of the Work so tested proves to be in accordance with the Specifications and the Plans, all costs involved in such testing shall be paid for by the Owner and if such testing delays the Work, the time within which the Work is to be completed shall be extended by a mutually agreed to period of time. If the portion of the Work so tested, however, proves to be not in accordance with the Specifications and the Plans, all costs involved in such testing shall be paid for by the Contractor and the time within which the Work is to be completed shall be extended by a mutually agreed to period of time. Neither observations by the Engineer nor the inspections, tests or approvals by persons other than the Contractor shall relieve the Contractor from his obligations to perform the Work in accordance with the requirement of the Plans and Specifications. DEFECTIVE WORK If the work is defective, or the Contractor fails to supply sufficient skilled workmen or suitable materials or equipment, the Engineer may order the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated. If required by the Engineer prior to approval of final payment, the Contractor shall promptly, without cost to the Owner and as specified by the Engineer, either correct any defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by the Engineer, remove it from the site and replace it with nondefective Work, whether or not fabricated, installed or completed, or if the Work has been rejected by the Engineer, remove it from the site and replace it with nondefective Work. If the Contractor does not correct such defective Work or remove and replace such rejected Work within a reasonable time, all as specified in a written notice from the Engineer, the Owner may have the deficiency corrected or the rejected Work removed and replaced. All direct or indirect costs of such correction or removal and replacement, including compensation for additional professional services, shall be paid by the Contractor, and an appropriate deductive Change Order shall be issued. The Contractor shall also bear the expenses of making good all Work of others destroyed or damaged by his correction, removal or replacement of his defective Work. If, instead of requiring correction or removal and replacement of defective Work, the Owner (and, prior to approval of final payment, also the Engineer) prefers to accept it, he may do so. In such case, if acceptance occurs prior to approval of final payment, a Change Order shall be issued incorporating the necessary revisions in the Plans and Specifications, including appropriate reduction in the Contract Price; or, if the acceptance occurs after approval of final payment, an appropriate amount shall be paid by the Contractor to the Owner. Section 00700 - 18 J S a_ MCu.uena -J.L r If, after the approval of final payment and prior to the expiration of one year after the date of completion, any Work is found to be defective, the Contractor shall promptly, without cost to the Owner and in accordance with the Owner's written instructions, either correct such defective Work, or, if it has been rejected by the Owner, remove it from the site and replace it with nondefective Work. If the Contractor does not promptly comply with the terms of such instructions, the Owner may have the defective Work corrected or the rejected Work removed and replaced, and all direct and indirect costs of such removal and replacement, including compensation for additional professional services, shall be paid by the Contractor. COMPLETION, FINAL INSPECTION, AND ACCEPTANCE The Contractor shall notify the Engineer and the Owner ten (10) days prior to the date on which final inspection of the Work is to be made and shall give notification only if all work is completed. It shall be the duty of the Engineer to determine when the Work is complete and the contract fulfilled, and to recommend its acceptance by the Owner. CHANGES IN THE WORK Without invalidating the Construction Contract, the Owner may, at any time or from time to time, order additions, deletions or revisions in the Work; these will be authorized by written Change Orders. Upon receipt of a Change Order, the Contractor shall proceed with the Work involved. All such Work shall be executed under the applicable conditions of the Plans and Specifications. If any Change Order causes an increase or decrease in the Contract Price or an extension or shortening of the Contract Time, an equitable adjustment will be made, The Engineer may authorize minor changes or alterations in the Work not involving extra cost and not inconsistent with the overall intent of the Plans and Specifications. These may be accomplished by a field order. If the Contractor believes that any minor change or alteration authorized by the Engineer entitles him to an increase in the Contract Price, he may make a claim therefore. Additional Work performed by the Contractor without authorization of a Change Order will not entitle him to an increase in the Contract Price or an extension of the Contract Time, except in the case of an emergency. In emergencies affecting the safety of persons or the Work or property at the site or adjacent thereto, the Contractor, without special instruction or authorization from the Engineer or the Owner, is obligated to act, at his discretion, to prevent threatened damage, injury or loss. He shall give the Engineer prompt written notice of any significant changes in the Work or deviations from the Plans and Specifications caused thereby, and a Change Order shall thereupon be issued covering the changes and deviations involved. If the Contractor believes that additional work done by him in an emergency which arose from causes beyond his control entitles him to an increase in the Section 00700 - 19 J S er MCCI.uura ran..Jfin a r Contract Price or an extension of the Contract Time, he may make a claim therefore. The Owner shall execute appropriate Change Orders prepared by the Engineer covering changes in the Work to be performed, Work performed in an emergency, and any other claim of the Contractor for a change in the Contract Time or the Contract Price which is approved by the Engineer. It is the Contractor's responsibility to notify his Surety of any changes affecting the general scope of the Work or change in the Contract Price and the amount of applicable Bonds shall be adjusted accordingly. The Contractor shall furnish proof of such adjustment to the Owner. CHANGES IN CONTRACT PRICE The Contract price as set forth in the Construction Contract may only be changed by a written Change Order. Any claim for an increase in the Contract Price shall be based upon written notice delivered to the Owner in and the Engineer within fifteen days of the occurrence of the event giving rise to the claim. Notice of the amount of the claim with supporting data shall be delivered within forty-five days of such occurrence unless the Engineer allows an additional period of time to ascertain accurate cost data. All claims for adjustments in the Contract Price shall be determined by the Engineer if the Owner and the Contractor cannot otherwise agree on the amount involved. Any change in the Contract Price resulting from any such claim shall be incorporated into a written Change Order. The value of any Work covered by a Change Order or of any claim for an increase or decrease in the Contract Price shall be determined in one of the following ways: (a) Where the Work involved is covered by unit prices contained the Contract Documents, by application of unit prices to the quantities of the items involved. (b) By mutual acceptance of a lump sum. (c) On the basis of the Cost of the Work plus a Contractor's Fee for overhead and profit. The term "Cost of the Work" means the sum of all costs necessarily incurred and paid by the Contractor in the proper performance of the Work. Except as otherwise may be agreed to in writing by the Owner, such costs shall be in amounts no higher than those prevailing in the locality of the Project and shall include only the following items: (1) Payroll costs for employees in the direct employ of the Contractor in the performance of the Work under schedules of job classifications agreed upon by the Owner and the Contractor. Section 00700 - 20 I. S�� McClelland r (2) Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportion and storage thereof, and manufacturers' field services required in connection therewith. (3) Payments made by the Contractor to the Subcontractors for work performed by the Subcontractors. (If required by the Owner, the Contractor shall obtain competitive bids from the Subcontractors acceptable to him and shall deliver such bids to the Owner who will then determine, with the advice of the Engineer, which bids will be acceptable. (4) Costs of special consultants (including, but not limited to, engineers, architects, testing laboratories, surveyors, lawyers and accountants) employed for services specifically related to the Work. . (5) The proportion of necessary transportation, traveling and subsistence expenses of the Contractor's employees incurred in discharge of duties connected with the Work. (6) Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workmen, which are consumed in the performance of the Work, and cost less market value of such items used but not consumed which remain the property of the Contractor. (7) Rentals of all construction equipment and machinery and the parts thereof whether rented from the Contractor or others in accordance with rental agreements approved by the Owner with the advice of the Engineer, and the costs of transportation, loading, unloading, installation, dismantling and removal thereof --all in accordance with terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work. (8) Sales, use or similar taxes related to the Work, and for which the Contractor is liable, imposed by any governmental authority. (9) Deposits lost for causes other than the Contractor's negligence, royalty payments and fees for permits and licenses. (10) Losses, damages and expenses, not compensated by insurance or otherwise, sustained by the Contractor in connection with the execution of, and to, the Work, provided they have resulted from causes other than the negligence of Section 00700 - 21 J . MCcr.u,nd Can affirm r the Contractor, any Subcontractors or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. (11) The cost of utilities, fuel and sanitary facilities at the site. (12) Minor expenses such as telegrams, long distance telephone calls, telephone service at the site, expressage and similar petty cash items in connection with the Work. The term "Cost of the Work" shall not include any of the following: (a) Payroll costs and other compensation of the Contractor's officers, executives, principals (of partnership and sole proprietorships), general managers, engineers, architects, estimators, lawyers, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks and other personnel employed by the Contractor whether at the site or in his principal or a branch office for general administration of the Work, all of whom are to be considered administrative costs covered by the Contractor's Fee. (b) Expenses of the Contractor's principal and branch offices other than his office at the site. (c) Any part of the Contractor's capital expenses, including interest on the Contractor's capital employed for the Work and charges against the Contractor for delinquent payments. (d) Cost of premium for all bonds and for all insurance policies whether or not the Contractor is required by the Contract Documents to purchase and maintain the same. (e) Costs due to the negligence of the Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective work, disposal of materials, or equipment wrongly supplied and making good any damages to property. (f) Other overhead or general expense costs of any kind. The Contractor's Fee which shall be allowed to the Contractor for his overhead and profit shall be determined as follows: (a) a mutually acceptable fixed fee; or if none can be agreed upon, Section 00700 - 22 J S Mccl.u.nd tna Jf!Inn i (b) a fee based upon ten percent (10%) of items (a), (b), and (c) included under the term "Cost of the Work". The amount of credit to be allowed by the Contractor to the Owner for any such change which results in a net decrease in cost, will be the amount of the actual net decrease. The Contractor's administrative costs for processing the decrease will not be credited to the Contractor. When both additions and credits are involved in any one change, the combined overhead and profit shall be figured on the basis of the net increase, if any. Whenever the cost of any Work is to be determined by the "Cost Plus" method, the Contractor will submit in form acceptable the Engineer an itemized cost breakdown together with supporting data. OVERTIME WORK As used in this Contract, "overtime work" shall be all labor hours worked per man which are required, by applicable custom of the trade, union contract or law, to be paid at a premium hourly rate not less than time and one half the basic straight time hourly rate for the work performed. The amount above such basic straight time hourly rate shall be considered the premium for such overtime work. Overtime work requested or authorized by the Owner in writing shall be performed by the Contractor and the Owner shall, except in the case of changes performed under "COST PLUS A FEE CHANGES", reimburse the Contractor for only (a) the premium portion of the payments made for performing such overtime work and (b) with respect to such premium portion only, any other required payments to or for the benefit of employees and any applicable insurance premiums and payroll taxes. Overtime work performed at the Contractor's election but without the written authorization of the Owner and overtime work, if any, required under other provisions of this Contract shall be performed at the Contractor's sole expense. Casual overtime work required by the nature of the Work shall be performed at the Contractor's sole expense. CHANGES IN CONTRACT TIME AND LIQUIDATED DAMAGES It is hereby understood and mutually agreed, by and between the Contractor and the Owner, that the date of beginning and the time for completion as specified in the Contract of the work to be done hereunder are essential conditions of this Contract; and it is further mutually understood and agreed that the work embraced in this contract shall be commenced on a date to be specified in the NOTICE TO PROCEED. The Contractor agrees that said work shall be prosecuted regularly, diligently, and uninterruptedly at such rate of progress as will insure full completion thereof within the time specified. It is expressly understood and agreed, by and between the Contractor and the Owner, that the time for the completion of the Work described in the PROPOSAL is a reasonable time for the Section 00700 - 23 Aa Ifj nna r 1 completion of the same, taking into consideration the average climatic range and usual industrial conditions prevailing in this locality. If the Contractor shall neglect, fail, or refuse to complete the Work within the time herein specified, or any proper extension thereof granted by the Owner, then the Contractor does hereby agree, as a part consideration for the awarding of this Contract, to pay to the Owner the amount specified in the Contract, if any, for each and every work day (Monday through Friday) that the Contractor shall be in the default after the time stipulated in the contract for completing the work. The said amount is fixed and agreed upon by and between the Contractor and the Owner realizing the impracticability and extreme difficulty of fixing and ascertaining the actual damages the Owner would in such event sustain, and said amount is agreed to be the amount of damages which the Owner would sustain. It is further agreed that time is of the essence of each and every portion of this Contract and of the Specifications wherein a definite and certain length of time is fixed for the performance of any act whatsoever; and where under the Contract an additional time is allowed for the completion of any Work, the new time limit fixed by such extension shall be of the essence of this Contract. PROVIDED, that the Contractor shall not be charged with liquidated damages or any excess cost when the Owner determines that the Contractor is without fault and the Contractor's reasons for the time extension are acceptable to the Engineer. The Contract Time may only be changed by a Change Order. Any claim for an extension in the Contract Time shall be based on written notice delivered to the Owner and the Engineer within seven (7) days of the occurrence of the event giving rise to the claim. Notice of the extent of the claim with supporting data shall be delivered within thirty (30) days of such occurrence unless the Engineer allows an additional period of time to ascertain more accurate data. All claims for adjustment in the Contract Time shall be determined by the Engineer if the Owner and the Contractor cannot otherwise agree. Any change in the Contract Time resulting from any such claim shall be incorporated into a Change Order. The Contract Time will be extended in an amount equal to time lost due to delays beyond the control of the Contractor if he makes a claim therefore as provided hereinbefore. Such delays shall include, but not be restricted to, acts or neglect by any separate contractor employed by the Owner, fires, floods, labor disputes, epidemics, abnormal weather conditions, or acts of God. NEGLECTED WORK If the Contractor should fail to prosecute the Work in accordance with the Plans and Specifications, including any requirements of the progress schedule, the Owner, after seven days' written notice to the Contractor may, without prejudice to any other remedy he may have, make good such Section 00700 - 24 fi�� MCC/ellanC IJ r I deficiencies and the cost thereof (including compensation for additional professional services) shall be charged against the Contractor if the Engineer approves such action, in which case a Change Order shall be issued incorporating the necessary revisions in the Contract Documents including an appropriate reduction in the Contract Price. If the payments then or thereafter due the Contractor are not sufficient to cover such amount, the Contractor shall pay the difference to the Owner. PROGRESS PAYMENTS About the first day of the month, the Contractor shall submit to the Engineer for review an Application for Payment filled out and signed by the Contractor covering the Work completed as -of the date of the Application and accompanied by such data and schedules as the Engineer may reasonably require. Unless otherwise specifically stated in the Detailed Specifications, or clarified by the Owner prior to approval of the Contract, the Owner shall pay to the Contractor ninety percent (90%) of the amount of such estimated value of materials furnished and work done during said previous calendar month. After fifty percent (50%) of the work has been completed in place, the amount retained may be reduced, provided reasonable cause cannot be shown for a greater retainage. However, under no circumstance shall the Owner be obligated to reduce the amount of retainage to a sum which is less than 5% of total contract amount, including change orders, until final payment becomes due. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the site or another location agreed to in writing, the Application for Payment shall also be accompanied by such data, satisfactory to the Owner, as will establish the Owner's title to the material and equipment and protect his interest therein, including applicable insurance. Each subsequent Application for Payment shall include an affidavit of the Contractor stating that all previous progress payments received on account of the Work have been applied to discharge in full all of Contractor's obligations reflected in prior Applications for Payment. The Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to the Owner at the time of payment free and clear of all liens, claims, security interests and encumberance. The Engineer will, within ten days after receipt of each Application for Payment, either indicate in writing his approval of payment and present the Application to the Owner, or return the Application to the Contractor indicating in writing his reasons for refusing to approve payment. In the latter case, the Contractor may make the necessary corrections and resubmit the Application. The Owner shall, within ten days of presentation to him of an approved application for payment, pay the Contractor the amount approved by the Engineer. By approving any such payment the Engineer will not thereby be deemed to have represented that he made exhaustive or continuous on -site inspections to check the quality or the quantity of the Work, or that he has reviewed the means, methods, techniques, sequences, and procedures of Section 00700 - 25 McClelland -r Canwlli no r 1 construction, •or that he has made any examination to ascertain how or for what purpose the Contractor has used the moneys paid or to be paid to him on account of the Contract Price, or that title to any Work, materials, or equipment has passed to the Owner free and clear of any liens. The Engineer may refuse to approve the whole or any part of any payment if, in his opinion, it would be incorrect to make such representations to the Owner. He may also refuse to approve any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously approved to such extent as may be necessary in his opinion to protect the Owner from loss because: (a) The Work is defective, or completed Work has been damaged requiring correction or replacement; (b) Claims or Liens have been filed or there is reasonable cause to believe such may be filed; (c) The Contract Price has been reduced because of Modifications; (d) The Owner has been required to correct defective Work or complete the Work; or (e) Of unsatisfactory prosecution of the Work, including failure to furnish acceptable submittals or to clean up. FINAL ESTIMATE AND PAYMENT Prior to; final payment, the Contractor may, in writing to the Owner and the Engineer, certify that the entire Project is substantially complete and request that the Engineer issue a certificate of Substantial Completion. Within a reasonable time thereafter, the Owner, the Contractor and the Engineer shall make an inspection of the Project to determine the status of completion. If the Engineer does not consider the Project substantially complete, he will notify the Contractor in writing giving his reasons therefore. If the Engineer considers the Project substantially complete, he will prepare and deliver to the Owner a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion and the responsibilities between the Owner and the Contractor for maintenance, heat and utilities. There shall be attached to the certificate a tentative list of items to, be completed or corrected before final payment, and the certificate shall fix the time within which such items shall be completed or corrected, said time to within the Contract Time. The Owner shall have seven days after receipt of the tentative certificate during which he may make written objection to the Engineer as to any provisions of the certificate or attached list. If, after considering such objections, the Engineer concludes that the Project is not substantially complete, he will within fourteen days after submission of the tentative certificate to the Owner notify the Contractor in writing, stating his reasons therefore. If, after consideration of the Owner's objections, the Engineer considers the Project substantially complete, he will within said fourteen days execute and deliver Section 00700 - 26 •McClelland — _ , n.... u;.,. J to the Owner and the Contractor a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as he believed justified after consideration of any objections from the Owner. The Owner shall have the right to exclude the Contractor from the Project after the date of Substantial Completion, but the Owner shall allow the Contractor reasonable access to complete or correct the items on the tentative list. Prior to final payment, the Owner may request the Contractor in writing to permit him to use a specified part of the Project which he believes he may use without significant interference with construction of the other parts of the Project. If the Contractor agrees, he will certify to the Owner and the Engineer that said part of the Project is substantially complete and request the Engineer to issue a certificate of Substantial Completion for that part of the Project. Within a reasonable time thereafter the Owner, the Contractor, and the Engineer shall make an inspection of that part of the Project to determine its status of completion. If the Engineer does not consider it to be substantially complete, he will notify the Owner and the Contractor in writing giving his reasons therefore. If the Engineer considers that part of the Project to be substantially complete, he will execute and deliver to the Owner and the Contractor a certificate to that effect, fixing the date of Substantial Completion as to that part of the Project, attaching thereto a tentative list of items to be completed or corrected before final payment and fixing the responsibility between the Owner and the Contractor for maintenance, heat and utilities as to that part of the Project. The Owner shall have the right to exclude the Contractor from any part of the Project which the Engineer has so certified to be substantially complete, but the Owner shall allow the Contractor reasonable access to complete or correct the items on the tentative list. Upon written notice from the Contractor that the Project is complete, the Engineer will make a final inspection with the Owner and the Contractor and will notify the Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. The Contractor shall immediately take such measures as are necessary to remedy this deficiencies. After the Contractor has completed all such corrections to the satisfaction of the Engineer and delivered all maintenance and operating instructions, schedules, guarantees, Bonds, certificates of inspection and other documents --all as required by the Specifications, he may make application for final payment following the procedure for progress payments. The final Application for Payment shall be accompanied by such data and schedules as the Engineer may reasonably require, together with complete and legally effective releases or waivers (satisfactory to Owner) of all Liens arising out of the Plans and Specifications and the labor and services performed and the material and equipment furnished thereunder. In lieu thereof and as approved by the Owner, the Contractor may furnish receipts or Section 00700 - 27 ✓J& R Me.lo/land „� .� WnmlMne I releases in full; an affidavit of the Contractor that the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and that all payrolls, material and equipment bills, and other indebtedness connected with the Work for which the Owner or his property might in any way be responsible, have been paid or otherwise satisfied; and consent of the Surety, if any, to final payment. If, on the basis of his observation and review of the Work during construction, his final inspection and his review of the final Application for Payment, all as required by the Plans and Specifications, the Engineer is satisfied that the Work has been completed and the Contractor has fulfilled all of his obligations under the Plans and Specifications, he will, within ten days after receipt of the Final Application for Payment, indicate in writing his approval of payment and present the Application to the Owner for payment. Thereupon the Engineer will give written notice to the Owner and the Contractor that the Work is acceptable. Otherwise, he will return the Application to the Contractor, indicating in writing his reasons for refusing to approve final payments, in which case the Contractor shall make the necessary corrections and resubmit the Application. The Owner shall, within ten days of presentation to him of an approved final Application for Payment, pay the Contractor the amount approved by the Engineer: If after Substantial Completion of the Work final completion thereof is materially delayed through no fault of the Contractor, and the Engineer so confirms, the Owner shall, upon certification by the Engineer, and without terminating the Agreement, make payment of balance due for that portion of the Work fully completed and accepted. If the remaining balance for Work not fully completed or corrected is less than the retainage stipulated heretofore, and if Bonds have been furnished as required heretofore, the written consent of the Surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the Contractor to the Engineer prior to certification of such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims, The Contractor's obligation to perform the Work and complete the Project in accordance with the Plans and Specifications shall be absolute. Neither approval of any progress or final payment by the Engineer, nor the issuance of a certificate of Substantial Completion, nor any payment by the Owner to the Contractor under the Plans and Specifications, nor any use or occupancy of the Project or any part thereof by the Owner, nor any act of acceptance by the Owner nor any failure to do so, nor any correction of defective work by the Owner shall constitute an acceptance of Work not in accordance with the Plans and Specifications. The making and acceptance of final payment shall constitute a waiver of all claims by the Owner against the Contractor other than those arising from unsettled Liens, from defective work appearing after final inspection, or from failure to comply with the requirements of the Plans and Specifications or the terms of any special guarantees specified therein, and a waiver of all Section 00700 - 28 Map,lland Gon,altina r claims by the Contractor against the Owner other than those previously made in writing and still unsettled. Where part of the monies for construction of the project is being obtained by grant or loan from Federal agencies, such as often is the case, the final estimate will not be certified until the project has been approved by the responsible Federal agency, and the final payment will not be made until the monies are received from such agency. Consequently, there is under such circumstances the possibility and likelihood of a delay in making said final payment in excess of the customary period, as is the case when the Owner has all necessary monies on hand. GUARANTEES FOR MATERIALS, EQUIPMENT AND WORKMANSHIP The Contractor hereby warrants that all materials and equipment furnished for the Work and all portions of the Work: (a) Shall be new unless otherwise authorized by the Owner in writing; (b) Shall conform to the Specifications and to the Plans and shall be of the best quality if no other quality is specified; (c) Shall be fit for the particular purposes for which they are required; and (d) Shall be free from all defects in materials and workmanship until the expiration of twelve (12) months after the Date of Substantial Completion in the case of materials, equipment and portions of the Work which have been incorporated into, or performed on, the Work by the Contractor on or before the Date of Substantial Completion thereof and the date of the Owner's acceptance of the work in the case of materials, equipment and portions of the Work which have been incorporated into, or performed on, the Work by the Contractor subsequent to the Date of Substantial Completion thereof; provided however, that the Contractor shall not be liable for any failure which result solely from improper operation or maintenance on the Owner's part or which are due solely to normal wear and tear The Contractor further warrants that all equipment designed and manufactured by others than the Contractor which the Contractor purchases for the Work shall be specified so as to conform to the Specifications and to the Plans and shall be fit for the particular purposes for which they are required. The Contractor hereby agrees that, upon receiving written notice from the Owner, he will at such reasonable time as is specified in such notice repair, or remove from the Construction Site and replace any and all materials, equipment and portions of the Work which fail to meet any warranty applicable thereto under these provisions; provided the Owner so notifies the V Section 00700 - 29 MCCialland ton wltin a J r l Contractor within a reasonable time after such failure becomes known to the Owner and makes the Work available for such repair or removal and replacement. The Contractor hereby agrees that in the event any failure of any of the materials, equipment or portions of the Work to meet any warranty applicable thereto under these provisions becomes known to him, he will notify the Owner promptly of such failure. Neither failure of the Engineer to discover or reject materials or Work not in accordance with the Plans and Specifications, nor approval of the Engineer of any Work or materials, nor payment, nor partial or entire occupancy of the premises, nor use of the equipment by the Owner shall be construed as an acceptance of Work .or materials which are not strictly in accordance with the Plans and Specifications or a waiver of defects therein. The Owner shall give to the Contractor prompt notice of observed defects. All questions arising under this Article shall be decided by the Engineer, subject to arbitration as provided herein. ARBITRATION Either the Owner or the Contractor may demand arbitration with respect to any such claim, dispute or other matter that has been referred to the Engineer, except any which have been waived by the making or acceptance of final payment. However, no demand for arbitration of any such claim, dispute or other matter shall be made until the earlier of the date on which the Engineer has rendered his decision or the tenth day after the parties have presented their evidence to the Engineer if he has not rendered his written decision before that date. No demand for arbitration shall be made later than thirty days after the date on which the Engineer rendered his written decision in respect of the claim, dispute or other matter as to which arbitration is sought; and the failure to demand arbitration within said thirty day period shall result in the Engineer's decision being final and binding upon the Owner and the Contractor. If the Engineer renders a decision after arbitration proceedings have been initiated, such decision may be entered as° evidence but shall not supersede the arbitration proceedings, except where the decision is acceptable to the parties concerned. The Contractor will carry on Work and maintain the progress schedule during any arbitration proceedings, unless otherwise agreed by him and the Owner in writing. OTHER CONTRACTORS The Owner may perform additional work related to the Project by himself, or he may let other direct contracts therefore similar to this one. The Contractor shall afford the other contractors who are parties to such direct contracts (or the Owner, if he is performing the additional work himself), reasonable opportunity for the introduction and storage of materials and equipment and the execution of Work, and shall properly connect and coordinate his Work with theirs. Section 00700 - 30 MCC1.11am1 ___sue Con wit Inc J r If any part of the Contractor's Work depends on proper execution or results upon the Work of any such other contractor (or Owner), the Contractor shall inspect and promptly report to the Engineer in writing any defects or deficiencies in such Work that render it unsuitable for such proper execution and results. His failure to so report shall constitute an acceptance of the other Work as fit and proper for the relationship of his Work except as to defects and deficiencies which may appear in the other Work after the execution of this Work. The Contractor shall do all cutting, fitting and patching of his Work that may be required to make its several parts come together properly and fit it to receive or be received by such other Work. The Contractor shall not endanger any Work of others by cutting, excavating or otherwise altering their Work and will only cut or alter their Work with the written consent of the Engineer and of the other contractors whose Work will be affected. If the performance of additional Work by other contractors or the Owner is not noted in the Plans and Specifications prior to the execution of the Contract, written notice thereof shall be given to the Contractor prior to starting any such additional Work. If the Contractor believes that the performance of such additional Work by the Owner or other involves him in additional expense or entitles him to an extension of the Contract Time, he may make a claim therefore. PATENT FEES AND ROYALTIES The Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work of any invention, design, process, product or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product or device is specified for use in the performance of the Work and if to the actual knowledge of the Owner or the Engineer its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by the Owner in the Specifications. The Contractor shall indemnify and hold harmless the Owner and the Engineer and anyone directly or indirectly employed by either of them from and against all claims, damages, losses and expenses (including attorney's fees) arising out of any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product or device not specified in the Plans and Specifications, and shall defend all such claims in connection with any alleged infringement of such rights. UNPATENTED DISCLOSURES TO THE OWNERS Except as otherwise agreed to in writing by the Owner, the Owner shall not have any obligation or liability with respect to or arising out of the Owner's receipt of and/or the Owner's use and/or disclosure of, any and all unpatented inventions, technical information, know-how, data, documents, drawings, prototypes and models which are at any time disclosed or furnished to the Owner by or on behalf of the Contractor or any of the vendors or Section 00700 - 31 . MCLIII#lne n r subcontractors, in connection with this Contract or in connection with the subject matter of this Contract. TERMINATION OF THE CONTRACT BY THE OWNER If the Contractor is adjudged bankrupt or insolvent, or if a trustee or receiver is appointed for the Contractor or for any of his property, or if he files a petition to take advantage of any debtor's act, or to reorganize under the bankruptcy or similar laws, or if he repeatedly fails to supply sufficient skilled workmen or suitable materials or equipment, or if he repeatedly fails to make prompt payments to Subcontractors or for labor, materials, or equipment or if he disregards laws, ordinances, rules, regulations or orders of any public body having jurisdiction, or if he disregards the authority of the Engineer, or if he otherwise violates any provision of the Plans and Specifications, then the Owner may, without prejudice to any other right or remedy and after giving the Contractor and his Surety seven days written notice, terminate the services of the Contractor and take possession of the Project and of all materials, equipment, tools, construction equipment and machinery thereon owned by the Contractor, and finish the Work by whatever method he may deem expedient. In such case the Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds the direct and indirect costs of completing the Project, including compensation for additional professional services, such excess shall be paid to the Contractor. If such costs exceed such unpaid balance, the Contractor shall pay the difference to the Owner. Such costs incurred by the Owner shall be determined by the Engineer and incorporated into a Change Order. Where the Contractor's services have been so terminated by the Owner, said terminations shall not affect any rights of the Owner against the Contractor then existing or which may thereafter accrue. Any retention or payment of monies by the Owner due the Contractor will not release the Contractor from liability. Upon seven days written notice to the Contractor and the Engineer, the Owner may, without cause and without prejudice to any other right or remedy, elect to abandon the Project and terminate the Construction Contract. In such case, the Contractor shall be paid for all Work executed and any expense sustained plus a reasonable profit. TERMINATION OF THE CONTRACT BY THE CONTRACTOR If, through no act or faith of the Contractor, the Work is suspended for a period of more than ninety days by the Owner or under an order of court or other public authority, or the Engineer fails to act on any Application for Payment within thirty days after it is submitted, or the Owner fails to pay the Contractor any sum approved by the Engineer or awarded by arbitrators within thirty days of its approval and presentation, then the Contractor may, upon seven days written notice to the Owner and to the Engineer, terminate the Construction Contract and recover from the Owner payment for all work executed and any expense sustained plus a reasonable profit. In addition and in lieu of terminating the Construction Contract, if the Engineer has failed Section 00700 - 32 MCClelland 7 . (Howl/inn r 1 to act on an Application for Payment or the Owner has failed to make any payment as aforesaid, the Contractor may upon seven days notice to the Owner and the Engineer stop the Work until he has been paid all amounts then due. TEMPORARY FACILITIES (a) Sanitary Facilities - The Contractor shall furnish approved chemical type toilets at the construction site for use of all workmen on the job. Toilets shall be removed at the completion of the Work. Toilets will be maintained in a sanitary condition and will be removed by him upon completion of the Work. (b) Drinking Water - The Contractor shall furnish potable drinking water and disposable cups at the job site. The drinking arrangement shall comply with applicable requirements of the Arkansas State Health Department. (c) Bracing, Enclosures, Protection, Etc. - The Contractor shall properly and completely brace all parts of the work as necessary during the construction of the building. When necessary for the protection of materials or work, the Contractor shall erect sheds, enclosures, temporary barricades, or temporarily enclose the openings of the building to the satisfaction of the Engineer. (d) Sewers, Drainage, Etc. - The Contractor shall incorporate temporary measures as necessary to prevent mud, plaster, cement, concrete and other building materials from getting into the sewer or other permanent piping during the construction period, and he shall do all plumbing, bailing and drainage of all water that may accumulate within the work area during the entire period of construction. He shall clean out any sewers or pipes that may become clogged due to negligence or failure on his part to comply with this provision. (e) Roadways - The Contractor shall use established roadways where practical and when it is necessary to cross curbings, sidewalks or railroad tracks, protection against damage shall be provided by the Contractor. Any roads, curbing, sidewalks or railroad trackage damaged by the Contractor's work shall be repaired at the expense of the Contractor. Wherever existing roadways or sidewalks are cut for trenches in the Work, the Contractor shall provide and maintain safe and proper passage for the usual traffic over such cuts or trenches, by bridges blocking, planking, or other satisfactory methods. (f) Storage and Working Areas - Storage areas will be provided for the storage of the Contractor's materials and equipment, and he shall confine his materials, equipment and operations of Section 00700 - 33 MCCIe11and i r his workmen to such limits as indicated by the Owner, and shall not unreasonably encumber the premises. No workmen shall trespass within other areas or buildings of the Owner than those related to the work of this Contract and the Contractor shall rigidly enforce this regulation. Any materials, equipment or temporary structures belonging to the Contractor shall be moved when so directed by the Engineer to permit the execution of Work by others in connection with the Project. Materials shall be stored so as to insure the preservation of their quality and fitness for the Work. When considered necessary, they shall be placed on wood platforms and covered, or stored in a suitable building as directed by the Engineer. Stored materials shall be located so as to facilitate prompt inspection. SANITARY REGULATIONS In general, the operations of the Contractor shall be in full conformity with all of the rules and regulations of boards and bodies having jurisdiction with respect to sanitation. Necessary sanitary provisions for the use of the laborers on the work, convenient and properly secluded from observation, shall be erected and maintained by the Contractor in such manner and at such points as shall be approved. The use of such conveniences shall be strictly enforced so there will be no trespassing on private property. These places shall be kept in as good sanitary practices as often as may be necessary to prevent a nuisance. USES OF THE PREMISES The Contractor shall confine his equipment, the storage of materials and equipment and the operations of his workmen to areas permitted by law, ordinances, permits, or the requirements of the Plans and Specifications, and shall not unreasonably encumber the premises with materials or equipment. The Contractor shall not load nor permit any part of any structure to be loaded with weights that will endanger the structure, nor shall he subject any part of the Work to stresses or pressures that will endanger it. CLEANING UP Frequent clean-up shall be required of the Contractor to insure that good housekeeping procedures are observed and as a safety precaution. Maximum clean-up intervals shall not exceed one week, with more frequent clean-up to be required, if so directed by the Owner or the Engineer. The Contractor shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Work, and at the completion of the Work he shall remove all waste materials, rubbish and debris from and about the premises as well as all tools, construction equipment and machinery, and surplus materials, and shall leave the site Section 00700 - 34 I] McClelland l� J l r clean and ready for occupancy by the Owner. The Contractor shall restore to their original condition those portions of the site not designated for alternation by the Plans and Specifications. DIVERTING AND BLOCKING TRAFFIC The Contractor may close streets to traffic as may be necessary for the expeditious handling of the Work, but only where traffic may be conveniently routed over other open streets and public ways; provided, however, that no street or public way shall be closed to traffic for a longer period of time than is necessary for the construction of the Work involved and then only upon the approval of the Engineer and the City. Proper signs shall be erected to facilitate the flow of traffic over the detour route. When excavation work is carried on in any highway right-of-way, the contractor shall make provisions for handling and re-routing traffic as required by the Highway Department. If construction work is delayed beyond a reasonable period of time, bridges shall be constructed. EXPLOSIVES AND BLASTING Explosives and blasting will not be allowed under this Contract. WATERWAYS Present natural and artificial waterways shall be left open to flow freely. Temporary dams or by-passes shall be provided when found necessary or ordered by the Engineer. LOCATIONS OF FACILITIES The locations of the proposed pipe lines, valves, fittings, manholes, etc., as shown on the Plans are for general information only unless otherwise marked on the drawing. The exact location of each shall be designated by the Engineer at the time work is started, after giving due consideration to the local conditions. The Engineer shall set stakes accordingly, and the Contractor shall install the Work at the designated locations. DAMAGE TO EXISTING FACILITIES The Contractor and/or Subcontractor hereunder shall satisfy himself (themselves) as to the location of all underground and above -ground facilities and utilities in or near the site. They shall be continually liable for damage to all improvements and lands, whether the property of the Owner, hereunder, or others, caused by the Contractor's and/or Subcontractor's personnel, equipment, or operation. SAFETY AND SECURITY The Contractor shall comply with, and shall cause its employees and all subcontractors to abide by, all safety and security laws, rules and regulations in force at the Construction Site. The provisions of the latest edition of the "Manual of Accident Prevention in Construction" published by Associated General Contractors of America, Inc., dealing with safe practices pertaining to construction work shall be deemed to be in force at the Construction Site to the extent they do not conflict with such laws, rules, and regulations. The Engineer and the Owner will assume no liability Section 00700 - 35 r $may MCCI.Ilan !'M.0 l.i nn concerning the Contractor's safety practices, as safety on the Project will be the sole responsibility of the Contractor. REPORTING OF ACCIDENTS The Contractor shall submit a written report to the Engineer of any accident or injury occurring at the Construction Site. FIRE PROTECTION The Contractor will provide the necessary fire extinguishers and will instruct the men in their use. The Contractor will also instruct his men in the method for sounding a fire alarm. Fire hydrants, fire hoses, and fire extinguishers shall not be used for any purpose except to fight fires. Flammable materials such as paints, resins, thinners, gasoline, naphtha, acetone, and alcohol shall be stored in safe containers and handled safely. PROTECTION AND SAFEGUARDS OF WORK The Owner will not provide protection services for any Work performed under this Contract. The Contractor shall be responsible for safeguarding all construction Work, materials, tools, and equipment until construction is completed and released to the Owner by the Contractor. The Contractor shall ascertain, provide for, and abide by all of the requirements set forth in Chapter XXI, Southern Standard Building Code, in its latest edition. CUTTING, PATCHING, AND REPAIRS All damage done to existing facilities that are to remain shall be repaired by the Contractor at his own expense and to the satisfaction of the Owner. The Contractor shall be responsible for all cutting, fitting, or patching of his Work to make the various parts to properly fit, be received or receive other work in order to conform to the Plans and Specifications. Permission to patch or repair any damaged areas or items of the Work is not a waiver of the Engineer's right to require complete removal and replacement of the Work, if, in the Engineer's opinion, the patching or repairing does not satisfactorily restore the quality and/or appearance of the Work. The Contractor shall check the location of all sleeves, openings, slots for all the piping, ducts, breeching, conduits, louvers, grilles and fans as they are laid out on the site of the Work. Provision for openings, holes and clearances through walls, beams, floors, ceilings, and partitions shall be made and checked by the Contractor and/or his subcontractors in advance of constructing such parts of the Work, and all unnecessary or dangerous cutting avoid. Section 00700 - 36 • Sr MCClel lone /� / Conwlllno r ALTERATIONS TO PUBLIC UTILITIES Any changes to public utilities required for the execution of the Work shall be made by the respective utility company. The Contractor shall give the public utilities sufficient notice for adjusting their structures, so as not to hinder or delay the Work. No extra compensation will be paid due to delays caused by removal or adjustment of public utility structures. EQUIPMENT NAMEPLATES All manufacturer's nameplates on equipment items are to be kept visible and are not to be obscured by other equipment or piping nor are they to be covered by any paint or insulating material. INSTALLATION OF EQUIPMENT Where building openings are too small to permit the passage of an assembled unit of equipment, it shall be assembled at its permanent location unless otherwise specifically shown or specified. The Contractor shall cooperate with other contractors and the Owner to facilitate the installation of large units of equipment before the building or area is closed. OWNERSHIP OF ENGINEERING DATA All Specifications, Plans and copies thereof furnished by the Engineer shall remain his property. They shall not be used on another Project, and, with the exception of those sets which have been signed in connection with the execution of the Construction Contract shall be returned to him on request upon completion of the Project. L AS -BUILT DRAWINGS The Contractor shall keep one record copy Addenda, Modifications, and Shop Drawings at annotated to show all changes made during the shall be available to the Engineer and shall Owner prior to final acceptance of the Project. of all Specifications, Plans, the site in good order and construction process. These be delivered to him for the PUBLICITY No information relative to the Work shall be released by the Contractor, either before or after completion of the Work, for publication or for advertising purposes without the prior written consent of the Owner and the Engineer. MODIFICATIONS AND WAIVERS No change in, addition to, or waiver of any of the provisions of the Construction Contract shall be binding upon either Party unless in writing signed by an authorized representative of such Party. No waiver by either Party of any breach of the other Party of any of the provisions of the Construction Contract shall be construed as a waiver of any subsequent breach, whether of the same or of a different provision of the Construction Contract. Section 00700 - 37 J Maclellan �.._ -. Cnwltine r ABBREVIATIONS FOR REFERENCE SPECIFICATIONS AND CODES The following are abbreviations used to identify associations, institutes, societies, laboratories, codes, etc. whose specifications, codes, sets of rules, etc. may be included in these specifications by reference: AASHTO American Association of State Highway Transportation Officials ACI American Concrete Institute AGA American Gas Association AISI American Iron and Steel Institute AISC American Institute of Steel Construction ANSI American National Standards Institute APA American Plywood Association ASA. American Standards Association ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineering ASME American Society of Mechanical Engineers ASTM The American Society for Testing and Materials AWS American Welding Society AWG American Wire Gauge AWWA American Water Works Association CS Commercial Standard (U.S. Department of Commerce) FS Federal Specifications IEEE Institute of Electrical and Electronic Engineers NAAMM National Association of Architectural Metal Manufactures NEC The National Electrical Code NEMA The National Electrical Manufacturers Association NFPA National Fire Protection Association NSF National Sanitation Foundation OSHA Occupational Safety and Health Act SJI Steel Joist Institute UL Underwriters Laboratories, Incorporated SBC Standard Building Code WCLA West Coast Lumberman's Association STANDARDS Materials or processes for which ASTM standards have been adopted shall, unless in conflict with specified requirements, meet the requirements of the latest edition of the ASTM standards. Where a specified material is followed by a reference to a specification, standard, test method or code such as "ASTM C150", "ASA Code", etc., it shall be understood to mean that the material shall meet the requirements of the referenced specification, standard, test method or code; and, except where a specific edition is referred to, it shall be understood that the latest edition including additions and/or amendments thereto, as of the date the Contract is awarded, shall apply to Work under this Contract. Section 00700 - 38 MCGeHand tan eul llne r CERTIFICATES Where ASTM, ACI, ASA, Federal Specifications, or other specifications, set of rules, etc are included in these specifications by reference to establish quality, performance expected, test methods to be used, or recommended practices, the Contractor may be required to furnish a certificate stating that the material furnished or method used complies with requirements referred to. The certificate, when required, shall be sworn to not only by the Contractor but by other parties involved (i.e. manufacturer's authorized representative, supplier, subcontractor, etc.). AVAILABILITY OF SPECIFIED ITEMS By submitting his Proposal to perform the work herein specified, the Contractor agrees that the materials/equipment specified are available for construction of the project within the time frame(s) stipulated herein. Further, the Contractor thereby agrees that time extension requests/cost increases shall not be justified upon the basis of non -availability of materials/equipment. Section 00700 - 39 n artwnauina SUPPLEMENTARY CONDITIONS 1 4�N� UI�ima r SECTION 00800 SUPPLEMENTARY CONDITIONS SCOPE OF WORK. The work to be performed under this Contract shall include the furnishing of all equipment, materials, and incidental items, and performing all labor required to construct in every detail the drainage rehabilitation and landscaping associated with the rehabilitation of a portion of the storm drainage at Drake Field. COORDINATION OF THE WORK The work on this project consists of improvements to an airport in actual operation; therefore, the Contractor shall cooperate with the airport management so as to hold the "closed airport" time to the absolute minimum. The airport is to remain open during the time period of 6:00 A.M. to 12:30 A.M., and it is imperative that construction activities be carried on in such a manner that the safety of aircraft using the airport will not be impaired in any way. The Contractor's equipment will not be operated closer than 250 feet of any runway centerline. Additional safety and construction requirements are listed hereinafter in these SPECIAL PROVISIONS under the sub -heading SAFETY REQUIREMENTS AND CONSTRUCTION PROCEDURES. In addition, the Contractor and his Subcontractors must coordinate their activities so that one does not damage work previously completed by the other. SAFETY REQUIREMENTS AND CONSTRUCTION PROCEDURES Listed hereafter are "Safety Requirements on Airports During Construction Activity". These safety requirements shall govern the construction process. Construction Activity and Aircraft Movements. (a) Safety requirements for construction activity affecting aircraft movement areas have been coordinated with the airport owner (or operator) and representatives of the Airport Users. As a result of this coordination, a work sequence intending a minimum of disruption to aircraft operations has been developed. The resulting restrictions imposed on the Contractor have been included as a part of the contract provisions. (b) During the time that the contractor is performing the work, the aprons, taxiways, and runways at the airport will remain in use by aircraft, to the maximum extent allowable. Aircraft operations, unless otherwise specified in the contract specifications, shall always have priority over any and all of the Contractor's operations. The Contractor shall not allow his Section 00800 = 1 I MCClellund esinned Ta rwl Consulting r employees, subcontractors, material suppliers or any other persons over whom he has control, to enter or remain upon any part of the airport which would be a hazardous location. Should the contractor be too close to the portion used by aircraft for safety, the Engineer may, at his sole discretion, order the contractor to suspend his operations, remove his personnel, plant, equipment, and materials to a safe distance and stand by until the runway and taxiways are no longer required for use by aircraft. Limitations on Construction. The following restrictions shall normally pertain for activity at both air carrier and general aviation airports. In cases where it has been determined that the following restrictions are inappropriate, similar requirements shall be developed on a case -by -case basis. (a) When construction work is being accomplished adjacent to an active runway when visibility minimums are greater than or as low as 3/4 mile, equipment shall not be permitted within 250 feet from the runway centerline, or within 200 feet horizontally of any aircraft on an active runway. (b) When construction work is being accomplished adjacent to an active runway when visibility minimums are below 3/4 mile, equipment shall not be permitted within 500 feet from the runway centerline. (c) All work which is too close to the runway for accomplishment during condition (a) above, shall be performed during periods when the runway is not in use, closed airport or displaced threshold. (Ref. NOTAM requirements hereafter). (d) When construction is being accomplished adjacent to an active runway, equipment below the VFR 7:1 slope but penetrating the IFR 7:1 slope shall be obstruction -marked and lighted for night operations. (e) Men, equipment or other construction material will be permitted in the approach or departure zones of active runways, provided that the construction activity is conducted below 20:1 (34:1 where visibility minimums are below 3/4 mile) approach plane originating 200 feet from end of runway. Any construction activity which is contemplated in the approach zones which would violate these planes will require consideration (threshold displacement, lighting, etc.) Threshold displacement where visibility minimums are 3/4 mile will be 200 feet from the intersection of the 20:1 slope. For visibility minimums of one mile or more, the threshold will be located where the 20:1 slope intersects the runway except that at least a 200 foot safety area will be required between the obstruction and the displaced threshold. (f) Men, equipment or other construction related material will be permitted adjacent to an apron or active taxiway provided that such activity is first coordinated with the users and appropriate NOTAMS issued. Additionally, barricades with flashers for night operations will be required Section 00800 - 2 ML MCCSI ran n,uIea to mark the areato prevent aircraft from inadvertently entering the construction area. Open trenches, excavation and stockpiled material will normally not be permitted within 250 feet of the centerline of the active runways at air carrier airports and for runways having a precision instrument approach. Coverings for open trenches must be of such strength as to support the weight of the heaviest aircraft operating on the runway, (g) Flare pots will not be permitted for temporary lighting of pavement areas or to denote construction limits. (h) Construction equipment shall not. exceed a height of 150 feet above the airport surface. Any equipment exceeding a height of 75 feet shall be obstruction -marked and lighted at night, and when not in use lowered to its stowed height. Notam. a The Airport Owner through the Airport Manager or his Authorized Representative, shall issue the necessary Notice to Airmen (NOTAMS) to reflect hazardous conditions during construction. The Contractor shall provide the Engineer with the necessary information as to the work schedule in advance so the Engineer may coordinate with and provide the Airport Manager with the work schedule for the issuance of the NOTAMS. It is important that NOTAMS be kept current and reflect the actual conditions with respect to the construction situation. Active NOTAMS shall be reviewed periodically and revised to reflect the current conditions. (b) Inspections will be made frequently by both the Airport Manager and FAA personnel during critical phases of the work to insure that the Contractor is following the required safety procedures. Closed Runway/Airport. The runway shall be closed at night in order to complete the drainage rehabilitation work and within 250' of the runway centerline. The schedule for the closed runway periods has been established to minimize the effect upon flight operations. The Contractor shall begin the drainage rehabilitation on the first night the runway is closed. The runway shall remain closed each night as directed by the Engineer until the Contractor complete the drainage rehabilitation improvements within 250' of the runway centerline. (a) Closed Runway Markings. The Contractor shall provide two yellow closed runway crosses as shown on the Plans. The crosses shall be placed at each end of the pavement at the start of each night's work. The runway lights, VASI, MALS, Beacon and Windcone lights shall be turned off during periods the runway is closed. The closed runway crosses shall be removed from the runway by the Contractor at the end of each night's work. The crosses shall remain the property of the Contractor upon completion of work. Section 00800 - 3 MCCJ.J?and Con ,rtin a r No separate payment shall be made for providing, installing, lighting and removing the closed runway crosses. (b) Flight Operations Between 12:30 A.M. and 6:00 A.M.. Flight operations during the normal night working hours may occur due to delayed Metro Airlines, Air Midwest, Republic Express, or Atlantic Southeast flight delayed after.12:30 A.M. for Sunday through Friday nights or after 9:30 P.M. on Saturday night. (c) Suspension Time. aircraft, and his conclusion be remote, the Engineer shal that work for that night notification, the Contractor on that night. Based on information affecting the operation of that the possibility of work on that night will 1 notify the Contractor no later than 11:45 P.M. is to be suspended. Upon receipt of such shall alert his personnel not to report for work (d) Standby Time. This condition occurs when the Engineer has not directed that the project be placed under suspension as provided in subparagraph (c) above, the conditions develop that work cannot begin at 12:30 A.M. The factors controlling standby time are as follows: (1) The Contractor's reporting to work at 12:00 midnight. (2) The Engineer's notification to the Contractor at or prior to 12:00 midnight that work cannot begin at 12:30 A.M. (3) The Engineer's instruction to the Contractor to hold his personnel on standby because of the possibility of working after 12:30 A.M. The Engineer may repeat his instruction to continue on standby time at intervals of one (1) hours, or at longer intervals, as in his judgment is appropriate. Standby time shall occur, and be measured by, increments of one hour. The Contractor shall not be required to hold his personnel on standby basis later than 2:00 A.M. If the Contractor so selects, he may hold his personnel later than midnight, but the time after 2:00 A.M. will not be included in the measurement of standby time. Days involved in standby time will not be excluded from contract time, but shall be included in the count of consumed contract days. The Contractor will normally be placed on standby time if the last scheduled daily flight is delayed past 12:20 A.M. or if a charter flight scheduled after 12:30 A.M. Measurement and Payment. Standby time will be measured in increments of one whole hour and payments shall be made at the unit price bid under Bid Item for: Standby Time, per hour. (f) Legal Holidays. No holiday, including Sunday, will be observed during night time (closed runway) work. Observation of legal holidays during the other Work Phases shall be at the discretion of the Contractor. Section 00800 - 4 MCCI • an ,l I r Clean-up. From time to time the Contractor shall clean up the construction site, in order that the site present a neat appearance and the progress of the work not be impeded. One such period of clean-up shall immediately precede final inspection. Immediately following acceptance of the work by the Owner, the Contractor shall remove all temporary plant, equipment, surplus materials, and debris resulting from his operations, and leave the site in a condition fully acceptable to the Owner. Following each work shift, the runway and taxiway shall be swept clean of all loose aggregate and other foreign matter. Clean-up will not be measured for separate payment but shall be considered subsidiary work pertaining to the several items of the contract. Schedule of Work. The schedule of each day or night's work shall be as proposed by the Contractor shall be submitted to the Engineer no later than 11:45 P.M. in the evening of the night's work or the following day's work. The schedule need not be elaborate but shall be in detail sufficient to show clearly the exact work that the Contractor is proposing. At the first part of each operation, and until some table of experience has been developed, the proposed work shall be on the conservative side. It is vital that the runway be ready for use by aircraft at the intended time. Entrance, Parking Areas and Security. Forces of the Contractor and the Engineer shall enter and leave the airfield at the gate location shown on the Plans. Only the designated entrances shall be used. The gate shall be unlocked at work time for access to the airfield then shall be locked for the remainder of the work day. The movement of equipment and materials shall be made through the designated gate. The gate shall remain locked at all times except when needed for access. Should the gate need to remain unlocked for extended periods of time the contractor shall station a watchman at the gate to prevent unauthorized personnel from entering the airfield. See the paragraph which follows, entitled CONTRACTOR'S ROUTINE ACCESS TO SITE. The Contractor shall store his equipment at the location shown on the Plans during non -working hours or at other locations approved by the Airport Manager and the Engineer. Work Requirements. The Contractor shall provide adequate portable lighting to light his work area during nighttime working hours to minimize shadows within the work area. The Contractor shall complete work on the selected section of drainage pipe within the given night's work. The Contractor shall plan and schedule his nights work so as to complete the work and to provide adequate time for cleanup and equipment removal prior to opening the runway for use. The Contractor shall grade, level and smooth the topsoil along the drainage work area following each nights work. The Contractor shall not have a vertical drop of more than 2 -inches within the drainage rehabilitation area during the open runway/airport condition. Section 00800 - 5 5 J MCCl,i and e� _I MCC16tina r LI Clearance for Use With FAA. At the,end of each nights work, the Engineer or the Owner's Representative shall determine that the section is ready for return •to services. They will inform the representative of the Federal Aviation Administration, in the control tower, of the results of their inspection. It shall be the privilege of the FAA representative to make inspections also. If such inspection is desired, the representative and the Engineer shall develop a method of inspection that will produce the required information, and without interference with the work. Radio Control. The drainage rehabilitation requires that during certain periods of time the Contractor will need to communicate with the Air Traffic Control Tower. This control shall be accomplished through the communication with the Air Traffic Control Tower using two-way, portable radios. The Owner shall furnish one multi -channel portable radio to the Contractor and Engineer. The radios shall be maintained in good and operable condition and shall be tuned to the specified frequency at all times. All instructions issued to the Contractor by the control tower or by the Engineer shall be complied with in a prompt manner. Upon direction from the control tower the Contractor shall move all of his equipment and personnel to a safe area as directed. Equipment and personnel shall not be returned to the restricted work area until permission for such return is granted by air traffic control tower. Upon completion of the contract the radios shall remain the property of the Owner. CONTRACTOR'S ROUTINE ACCESS TO SITE Plan Sheet 1 shows the location of the access route to be used by the Contractor and his Subcontractors for the movement of supplies, equipment, and materials to the project site on a daily basis. The Contractor shall limit his use of the access route to the minimum width required. The Contractor shall provide an adequate driving surface for the access routes and shall return the access routes to their initial condition following construction. Payment for this work shall be considered to be subsidiary to all items of work. PARKING FOR THE CONTRACTOR'S WORK FORCE The parking area shall be outside the security fence as shown on the Plans and is to be utilized for off-street parking for employees, subcontractors, suppliers, etc. working for the Contractor. Payment associated with clearing, draining, grading, seeding, etc. the site so that it is acceptable for utilization is to be made subsidiary to other pay items of the Contract. Extra payment for this work will not be made. Personal/private vehicles will not be permitted inside the security fence as shown on Sheet 1 of the Plans. L S _ McClelland Section 00800 - 6 r ENGINEER -SUPPLIED COPIES OF PLANS AND SPECIFICATIONS After the Owner has awarded the Contract to the Contractor, the Engineer will furnish to the Contractor upon request, copies of Plans and Specifications for the sum of twenty dollars ($20.00) per set, to be payed directly to the Engineer. The Contractor shall keep, in bound form and in good order, at the site of the Work one copy of all Contract Plans and Specifications, including revisions and Change Orders affecting said Plans and Specifications, and make them available to the Owner, Engineer or their representatives, upon request. The Contractor shall maintain one set of the Plans with all deviations marked in red. At the completion of the Work this set of "as -built" drawings shall be returned to the Engineer for drawing revisions. Neither Final Inspection nor Final Payment will be made until the requirement for "as -built" drawings has been satisfied by the Contractor. LIST OF DRAWINGS IN ORIGINAL SET OF PLANS The following is a listing of the Contract drawings which constitute a complete set of the original Plans for this project (Appendix to these Specifications). These drawings may be amended or supplemented as the project progresses, as provided for by official Change Orders: Sheet No. CHANGE ORDER WORK Title Project Layout Plan Drainage Rehabilitation The Contractor shall perform changes in the scope and/or specific character of the Work at the direction of the Engineer after a written Change Order Form has been completed and executed by the approving authorities representing each of the parties. Adjustments to the Contract Price necessitated by Change Order work shall be made per separate lump sums agreed to for each Change Order task. OFF -SITE DISPOSAL OF UNSUITABLE MATERIAL The Contractor will not be permitted to dispose of waste or unsuitable material anywhere on the Owner's property. It is the Contractor's responsibility to arrange for an off -site waste disposal facility, as necessary. Section 00800 - 7 - P an Canwl/l r LIQUIDATED DAMAGES; MEASUREMENT OF TIME The GENERAL PROVISIONS regarding CHANGES IN CONTRACT TIME AND LIQUIDATED DAMAGES are hereby amended as follows: any reference to "calendar day" shall be changed to read "weekday (Monday through Friday)". All other requirements pertaining to CHANGES IN CONTRACT TIME AND LIQUIDATED DAMAGES shall remain unchanged. FUNCTIONS OF THE ENGINEER AND RELATIONSHIP BETWEEN ENGINEER AND CONTRACTOR The Engineer or his assigned representative will observe work on the project during the construction phases. The purposes for which such observation is conducted will be to endeavor to assure that: 1) physical limits and dimensions, as established in the Plans and Specifications, are adhered to, 2) materials and equipment installed on the project are equivalent to the type, kind, size, quantity, and quality required by the Plans and Specifications, and 3) the finished products or end results are those as established by the word and intent of the Plans and Specifications. Neither the Engineer nor his representative.will attempt to instruct the Contractor or his employees or sub -contractors as to how a task is to be performed, or by whom a task is to be performed, or which machinery or equipment should be utilized to obtain the desired results. The Contractor, in submitting a bid for work herein specified, purports to be equipped and to have experienced craftsmen for the performance and construction of each and every phase of the project herein specified. In the event the Contractor does not have the necessary craftsmen in his employ, he shall sub -contract the work for which he has not the craftsmen, or he will otherwise secure the services of craftsmen who are skilled and experienced in all the specified tasks herein. The Engineer shall have the following functions: (1) to interpret the Plans and Specifications and define their intent and meaning; (2) to determine whether the work done and materials furnished are in accordance with the terms of the Plans and Specifications and to condemn such in accordance herewith; (3) to make decisions on all matters relating to the execution and the progress of the Work; (4) to coordinate the Work of the Contractor with the Work of other contractors; (5) to stop the Work whenever, in the opinion of the Engineer, such stoppage may be necessary to insure the proper execution thereof; Section 00800 -8 LI I S � MRiJtna C6IVon r N (6) to determine the amount payable to the Contractor from time to time for Work done under the Contract; (7) to make decisions on all controversies arising out of the Plans and Specifications or the refusal or failure of either party to perform any part thereof; (8) to give approvals and to take action to the extent necessary for the orderly and expeditious prosecution of the Work; but the Engineer shall not have authority to amend or modify the Construction Contract; (9) to delegate his responsibilities to other representatives of the Owner in connection with specific portions of the Work; (10). to disapprove or reject Work which is "defective" (which term is hereinafter used to describe Work that is unsatisfactory, faulty or defective, or does not conform to the requirements of the Plans and Specifications, or does not meet the requirements of any test; (11) to require special testing of the Work as provided for hereafter whether or not the Work is fabricated, installed, or completed; (12) to exercise his best efforts to insure faithful performance by both the Owner and the Contractor. He will not show partiality to either and will not be liable for the result of any interpretation or decision rendered in good faith. Claims, disputes and other matters relating to the execution and progress of the Work or the interpretation of or performance under the Plans and Specifications shall be referred to the Engineer for decision; which he will render in writing within a reasonable time; All decisions and determinations made by the Engineer pursuant to the Work and communicated to the Contractor shall be binding on the Contractor unless, within thirty (0). days thereafter, written objection is filed with the Owner's Purchasing Agent demanding that the issue be determined by arbitration. The Engineer or his representative may inform the Contractor or his sub -contractors of circumstances which, in the opinion of the Engineer or his representative, may predict unsatisfactory results, or he may caution the Contractors, relative to safety hazards which may exist, but these efforts to assist the Contractors or to prevent accidents or problems will in no way relieve the Contractors of their responsibilities and liabilities in these regards. The Engineer or his representative may not be present during every phase of any construction operation, or if he is on -site, he may not witness each and every function or task that the Contractor/sub-contractor may perform. This fact does not relieve the Contractor from his responsibility to see that Section 00800 - 9 MCC/elland Cm suJlinq r i each item of work and each installation performed by him or his sub -contractor is in strict accordance with the intent of these Plans and Specifications. CONTRACTOR'S RESPONSIBILITY REGARDING SPECIAL APPLICATION MATERIALS AND PRODUCTS Within this project may be specified certain materials or products, which may be major components of the project or may be ancillary to major components, and which, due to their inherent characteristics and/or capabilities, may be required as essential parts of the project. These materials or products are special in that they require special techniques in their application, and therefore, require experienced and skilled craftsmen. These materials or products include, but are not limited to the following: Sealants, lubricants, paints, primers, lacquers, stains, thinners, solvents, curing compounds, mastics, bitumens, tars, waterproofing agents, insulating compounds, cementitious compounds, fillers, and epoxies. In furnishing and installing any of the above materials or products the Contractor shall be guided by the manufacturer's recommendations for instructions relative to any of the following: Handling, storing, mixing, heating, protection from freezing, application, protection after application, protection of workmen, and curing and preparation of surfaces prior to application. Section 00800 - 10 NCC!e:iond _, Jv ___. Conwltina r SPECIFICATIONS i rvn vnsti�,, vu 7 SECTION 01005 ADMINISTRATIVE PROVISIONS PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Title of Work, and type of contract. B. Contractor Use of Premises. C. Owner Occupancy. D. Coordination. E. Reference Standards. F. Quality Control - Inspection and Testing. 1.02 WORK COVERED BY CONTRACT DOCUMENTS A. Work of this Contract comprises the construction of drainage rehabilitation to a portion of the storm drainage system at Drake Field. This work will conducted at the Fayetteville Municipal Airport, Fayetteville, Arkansas. For a more detailed explanation of the work covered under this Contract consult additional Contract documents. 1.03 CONTRACT METHOD A. Construct the work under an itemized unit and lump sum price type contract. Items included in this Contract are covered in the Proposal Section of these Specifications. 1.04 FUTURE WORK Not Used 1.05 CONTRACTOR USE OF PREMISES A. Limit use of premises for Work, parking, and for construction operations, as indicated in Supplementary Conditions. B. Limit access to site as outlined in the Work Sequence. Section 01005 - 1 McClelland ConwlAnd 1.06 OWNER OCCUPANCY A. Owner will occupy premises during entire period of construction for the conduct of his normal operations. Cooperate with Owner to minimize conflict, and to facilitate Owner's operations. 1.07 OWNER -FURNISHED PRODUCTS Not Used. 1.08 SCHEDULE OF ALLOWANCES Not Used. 1.09 ALTERNATES Not Used. 1.10 APPLICATION FOR PAYMENT Not Used. 1.11 COORDINATION A. Coordinate work of the various Sections of Specifications to assure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items installed later. B. Verify characteristics of elements of interrelated materials are compatible; coordinate work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service, such materials. C. Execute cutting and patching to integrate elements of Work, uncover ill-timed, defective, and non -conforming work, and provide openings for penetrations of existing surfaces. 1.12 FIELD ENGINEERING Not Used. 1.13 REFERENCE STANDARDS A. For products specified by association or trade standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. The date of the standard is that in effect as of the Bid date, or date of Owner -Contractor Agreement when there are no bids, except when a specific date is specified. Section 01005 - 2 MCCIe �^� 0 M Consulting r C. Obtain copies of standards when required by Contract Documents. Maintain copy at jobsite during progress of work. 1.14 QUALITY CONTROL A. The Contractor shall be responsible for notifying the Owner and the Testing Laboratory chosen by the Owner, a minimum of 24 hours prior to the time testing is required. B. The Contractor shall be responsible for all cost of all falling tests. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION Section 01005 - 3 -t McC(eiiond i SECTION 01200 PROJECT MEETINGS PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Contractor participation in pre -construction conferences. 1.02 RELATED REQUIREMENTS A. Document 00100 - Instructions to Bidders: Pre -Bid Conference. B. Section 01005 - Administrative Provisions: Coordination of Work. C. Section 01400 - Quality Control. D. Section 01700 - Contract Closeout: Operation and maintenance data. 1.03 PRE -CONSTRUCTION CONFERENCES A. Owner and Engineer will administer a pre -construction conference within twenty (20) days after delivery of the executed Construction Contract by the Owner to the Contractor for execution of Owner -Contractor Agreement and exchange of preliminary submittals. 1.04 PROGRESS MEETINGS Not Used. 1.05 PREINSTALLATION CONFERENCES Not Used. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION Section 01200 - 1 ft 1w MKienand ran... uin.. r SECTION 01400 QUALITY CONTROL PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. General Quality Control. B. Workmanship. C. Manufacturer's Instructions. D. Manufacturer's Certificates. E. Testing Laboratory Services. 1.02 RELATED REQUIREMENTS A. Section 01005 - Administrative Provisions. 1.03 QUALITY CONTROL, GENERAL A. Maintain quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality. 1.04 WORKMANSHIP A. Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. B. Perform work by persons qualified to produce workmanship of specified quality. C. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking. 1.05 MANUFACTURERS' INSTRUCTIONS A. Comply with instructions in full detail, including each step in sequence. Should instructions conflict with Contract Documents, request clarification from Engineer before proceeding. Section 01400 - 1 J S McClelland r 1.06 MANUFACTURERS' CERTIFICATES A. When required by individual Specifications Section, submit manufacturer's certificate, in duplicate, that products meet or exceed specified requirements. 1.07 MOCKUPS Not Used. 1.08 MANUFACTURERS' FIELD SERVICES Not Used. 1.09 TESTING LABORATORY SERVICES A. Owner will employ and pay for services of an Independent Testing Laboratory to perform material tests, and other services required by individual Specification Sections. The Owner will pay only for passing tests. B. Services will be performed in accordance with requirements of . governing authorities and with specified standards. C. Reports will be submitted to Owner and Contractor giving results of tests, indicating compliance or non-compliance with specified standards and with Contract Documents. D. Contractor shall cooperate with Testing Laboratory personnel; furnish tools, samples of materials, design mix, equipment, storage and assistance as requested. 1. Notify Owner and Testing Laboratory 24 hours prior to expected time for operations requiring testing services. 2. Make arrangements with Testing Laboratory and pay for additional samples and tests for Contractor's convenience. 3. Pay all cost involved for all failed tests. PART 2 PRODUCTS Not Used. Section 01400 - 2 a MCGlel land r PART 3 EXECUTION Not Used. END OF SECTION MCCi ,fad Section 01400 - 3 r SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Barriers. B. Protection of Installed Work. C. Security. D. Water Control. E. Cleaning During Construction. 1.02 RELATED REQUIREMENTS A. Section 01005 - Administrative Provisions. B. Section 01700 - Contract Closeout: Final cleaning. 1.03 ELECTRICITY, LIGHTING Not Used. 1.04 HEAT, VENTILATION Not Used. 1.05 TELEPHONE SERVICE Not Used. 1.06 WATER Not Used. 1.07 SANITARY FACILITIES Not Used. Section 01500 - 1 I�;a MaC)elland 1.08 BARRIERS A. Provide as required to prevent public entry to construction areas to provide for Owner's use of site, and to protect existing facilities and adjacent properties from damage from construction operations. 1.09 ENCLOSURES Not Used. 1.10 PROTECTION OF INSTALLED WORK A. Provide temporary protection for installed products. Control traffic in immediate area to minimize damage. B. Prohibit traffic and storage on lawn and landscaped areas. 1.11 SECURITY A. Maintain security through fence at all times by lock or guard. 1.12 WATER CONTROL A. Grade site to drain. Maintain excavations free of water. Provide nd operate pumping equipment. 1.13 CLEANING DURING CONSTRUCTION A. Control accumulation of waste materials and rubbish; daily dispose of off -site. 1.14 PROJECT IDENTIFICATION Not Used. 1.15 FIELD OFFICES AND SHEDS Not Used. 1.16 REMOVAL A. Remove temporary materials, equipment, services, and construction prior to Substantial Completion inspection. B. Clean and repair damage caused by installation of facilities. Grade site as indicated. Restore existing facilities used during construction to specified, or to original, condition. Section 01500 - 2 McCa r PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION Section 01500 - 3 J aarMCClellnnd r 1 SECTION 01600 MATERIAL AND EQUIPMENT PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Products. B. Transportation and Handling. C. Storage and Protection. D. Product Options. 1.02 RELATED REQUIREMENTS A. Section 01005 - Administrative Provisions. B. Section 01400 - Quality Control. C. Section 01700 - Contract Closeout. 1.03 PRODUCTS A. Products include material, equipment, and systems. B. Comply with Specifications and referenced standards as minimum requirements. C. Components required to be supplied in quantity within a Specification section shall be the same, and shall be interchangeable. 1.04 TRANSPORTATION AND HANDLING A. Transport products by methods to avoid product damage; deliver in undamaged condition in manufacturer's unopened containers or packaging, dry. B. Provide equipment and personnel to handle products by methods to prevent soiling or damage. C. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. -�� MCLlellond Section 01600 - 1 OF r I 1.05 STORAGE AND PROTECTION A. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather -tight enclosures; maintain within temperature and humidity ranges required by manufacturer's instructions. B. For exterior storage of fabricated products, place on sloped supports above ground. Cover products subject to deterioration with impervious sheet covering; provide ventilation to avoid condensation. C. Store loose granular materials on solid surfaces in a well -drained area; prevent mixing with foreign matter. D. Arrange storage to provide access for inspection. Periodically inspect to assure products are undamaged, and are maintained under required conditions. 1.06 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards. B. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not specifically named. 1.07 PRODUCTS LIST Not Used. 1.08 SUBSTITUTIONS Not Used. 1.09 SYSTEMS DEMONSTRATION Not Used. PART 2 PRODUCTS Not Used. Section 01600 - 2 J McG>IIanC r PART 3 EXECUTION Not Used. END OF SECTION L aa� Macfella�M Section 01600 - 3 J r SECTION 01700 CONTRACT CLOSEOUT PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Closeout Procedures. B. Final Cleaning. C. Project Record Documents. D. Warranties and Bonds. 1.02 RELATED REQUIREMENTS A. Document 00700 - General Conditions: Fiscal provisions, legal submittals, and other administrative requirements. B. Section 01500 - Construction Facilities and Temporary Controls: Cleaning during construction. 1.03 CLOSEOUT PROCEDURES A. Comply with procedures stated in General Conditions of the Contract for issuance of Certificate of Substantial Completion. B. When Contractor considers Work has reached final completion, submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract documents and ready for Engineer's inspection. C. In addition to submittals required by the conditions of the Contract, provide submittals required by governing authorities, and submit a final statement of accounting giving total adjusted Contract Sum, previous payments, and sum remaining due. D. Owner will issue a final Change Order reflecting approved adjustments to Contract Sum not previously made by Change Order. 1.04 FINAL CLEANING A. Execute prior to final inspection. Section 01700 - 1 MCCISIICnO r B. Clean site; sweep paved areas, rake clean other surfaces. 1.05 PROJECT RECORD DOCUMENTS A. Store documents separate from those used for construction. B. Keep documents current; do not permanently conceal any work until required information has been recorded. C. At Contract closeout, submit documents with transmittal letter containing date, Project title, Contractor's name and address, list of documents, and signature of Contractor. 1.06 OPERATION AND MAINTENANCE DATA Not Used. 1.07 WARRANTIES AND BONDS Not Used. 1.08 SPARE PARTS AND MAINTENANCE MATERIALS Not Used. PART 2 PRODUCTS Not Used. 3.05 EXECUTION Not Used. END OF SECTION Section 01700 - 2 J Id d P SECTION 02218 LANDSCAPE GRADING PART 1 GENERAL 1.01 WORK INCLUDED A. Place, level, and compact topsoil and finish grade. 1.02 RELATED WORK A. Section 01400 - Quality Control. B. Section 02225 - Trenching. C. Section 02936 - Seeding. 1.03 SAMPLES Not Used. 1.04 PROTECTION A. Protect seeding and other features remaining as final work. B. Protect existing paving. PART 2 PRODUCTS 2.01 MATERIALS A. Topsoil: Reused. PART 3 EXECUTION 3.01 INSPECTION A. Verify site conditions and note irregularities affecting work of this Section. B. Beginning work of this Section means acceptance of existing conditions. Section 02218 - 1 ILMcClelland — —' fnnnil.;nn I r 3.02 SUBSOIL PREPARATION A. Eliminate uneven areas and low spots. Remove debris, roots, branches, stones, in excess of 1/2 inch in size. Remove subsoil contaminated with petroleum products. B. Scarify subgrade to depth of 3 inches where topsoil is scheduled. Scarify in areas where equipment used for hauling and spreading topsoil has compacted subsoil. 3.03 PLACING TOPSOIL A. Place topsoil in areas where seeding is scheduled. B. Use topsoil in relatively dry state. C. Fine grade topsoil eliminating rough or low areas. Maintain levels, profiles, and contours of subgrade. D. Remove stone, roots, grass, weeds, debris, and foreign material while spreading. E. Manually spread topsoil around inlets. F. Lightly compact placed topsoil. G. Remove surplus subsoil and topsoil from site. H. Leave stockpile area and site clean and raked, ready to receive reseeding. 3.04 TOLERANCES A. Top of Topsoil: Plus or minus 1/2 inch. 3.05 SCHEDULE OF LOCATIONS Not Used. END OF SECTION Section 02218 - 2 a-=-_ McClellan r SECTION 02225 TRENCHING PART 1 GENERAL 1.01 WORK INCLUDED A. Excavate trenches each side of storm drainage pipe. B. Compacted fill along and over pipe to finished elevation. C. Compaction requirements. 1.02 RELATED WORK A. Section 01400 - Quality Control: Section 01410 -Testing Laboratory Services: Compaction requirements of backfill. B. Section 02218 - Landscape Grading. G. Section 02720 - Storm Drainage System. 1.03 REFERENCES Not Used. 1.04 TESTS Not Used. 1.05 SAMPLES Not Used. 1.06 PROTECTION A. Protect excavations by shoring, bracing, or other methods required to prevent cave-in or loose soil from falling into excavation. PART 2 PRODUCTS 2.01 SELECT BED AND FILL MATERIALS Not Used. ft J�—� MaCIa IIand Section 02225- 1 J i 2.02 COMMON FILL MATERIALS A. Subsoil: Reused, free of gravel larger than 3 inch size, and debris. 2.03 ACCESSORIES Not Used. PART 3 EXECUTION 3.01 INSPECTION A. Verify stockpiled fill to be reused is approved. 3.02 PREPARATION A. When necessary, compact subgrade surfaces to density requirements for backfill material as noted on Drawings. 3.03 EXCAVATION A. Excavate subsoil required for storm drainage rehabilitation. B. Cut trenches sufficiently wide to enable installation of enable installation of repairs and underdrains. 3.04 BACKFILLING A. Backfill trenches to contours and elevations. Backfill systematically, as early as possible, to allow maximum time for natural settlement. B. Place geotextile drainage fabric as shown on Drawings. C. Place and compact common fill materials in continuous layers not exceeding 8 inches loose depth. D. Employ a placement method so not to disturb or damage underdrains. E. Maintain optimum moisture content of backfill materials to attain required compaction density. F. Remove surplus backfill materials from site. G. Leave stockpile areas completely free of excess fill materials. Section 02225 - 2 L ML -MW MCCI.uane 3.05 TOLERANCES A. Top Surface of Backfilling; Plus or minus 1/2 inch. END OF SECTION Section 02225 - 3 J MLa� M�CIellonC r SECTION 02720 STORM DRAINAGE SYSTEMS PART 1 GENERAL 1.01 SECTION INCLUDES A. Storm drainage piping rehabilitation. 1.02 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION Not Used. 1.03 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION Not Used. 1.04 RELATED SECTIONS A. Section 02225 - Trenching. B. Section 02218 - Landscape Grading. 1.05 REFERENCES Not Used. 1.06 REGULATORY REQUIREMENTS Not Used. 1.07 SUBMITTALS Not Used. 1.08 PROJECT RECORD DOCUMENTS Not Used. PART 2 PRODUCTS 2.01 MANUFACTURERS - SEWER PIPE MATERIALS Not Used. Section 02720 - 1 a n McClelland Mr Jan rA 2.02 SEWER PIPE MATERIALS Not Used. 2.03 PIPE ACCESSORIES A. Pipe Joints: Bitumastic type. B. Filter Fabric: The engineering fabric shall be used in subsurface drainage applications for lining trenches. The engineering fabric shall provide a permeable layer or media, while retaining the soil matrix. The engineering fabric shall be a nonwoven fabric consisting only of continuous chain polymeric filaments or yarns of polyester or polyproplene formed into a stable network by needle punching. The fabric shall be inert to commonly encountered chemicals, hydrocarbons, mildew and not resistant to ultraviolet light exposure, insect and rodent resistant, and conform to the properties in the following table. The average roll minimum value (weakest principle direction) for strength properties of any individual roll tested from the manufacturing lot or lots of a particular shipment shall be in excess of the average roll minimum value (weakest principle direction) stipulated below. Physical Properties Grab Tensile Strength* ASTM 01681 (Lbs.) Elongation at Failure* ASTM D1682 (%) Mullen Burst Strength ASTM D3786 (%) Coefficient of Normal Permeability -k (an/sec.)(5 in. constant head) Vertical Water Flow (gal/min/ft2)(5 in constant head) Equivalent Opening Size (U.S. Standard Sieve No.) CW-02215 U.S. Std. Sieve Number larger than Trapezoid Tear Strength* ASTM 1117 (Lbs.) Average Roll Minimum Value (Weakest Principle Direction)* 90 50 190 .1 150 50 30 Section 02720 - 2 - MCC/.pond r Puncture Strength 40 ASTM 0751 (modified) (Lbs.) The engineering fabric shall be provided in rolls wrapped with protective covering to protect the fabric from mud, dirt, dust, and debris. The fabric shall be free of defects or flaws which significantly affect its physical properties. Each roll of fabric in the shipment shall be labeled with a number or symbol to identify that production run. 2.04 CATCH BASINS Not Used. 2.05 MANHOLES (AND CLEANOUTS) Not Used. 2.06 FILL MATERIAL Not Used. 2.07 FILTER AGGREGATE A. Coarse Aggregate: Clean, crushed stone free from shale, clay, organic materials or debris; graded to the following limits: Sieve Size Percent Passing 1-1/2 inch 100 1 inch 90 to 100 No. S 0 to 20 PART 3 EXECUTION 3.01 EXAMINATION A. Verify that trench cut excavation base is ready to receive work, and excavations, dimensions, and elevations are as indicated on Drawings. B. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. Hand trim excavations to required elevations. Correct over excavation with fill material. a MCCJ#Iland Section 02720 - 3 J r 1 B. Remove large stones or other hard matter which could damage drainage tile or impede consistent backfilling or compaction. 3.03 INSTALLATION - PIPE A. Install, joint filler and mortar in accordance with Drawings. B. Place filter fabric over and around pipe and shape to receive aggregate and cover prior to subsequent backfilling operations. C. Install coarse filter aggregate at sides of pipe. D. Compaction of each successive lift. Refer to Section 02223 and Drawings for compaction requirements. Do not displace or damage pipe when compacting. 3.04 INSTALLATION - CATCH BASINS, MANHOLES, AND CLEANOUTS Not Used. 3.05 FIELD QUALITY CONTROL A. Field inspection will be performed under provisions of Section 01400. 3.06 PROTECTION A. Protect finished installation under provisions of Section 01500. B. Protect pipe and filter aggregate cover from damage or displacement until backfilling operation is in progress. 3.07 SCHEDULE Not Used. END OF SECTION Section 02720 - 4 r'® McClelland i SECTION 02936 SEEDING PART 1 GENERAL 1.01 WORK INCLUDED A. Placing topsoil B. Fertilizing C. Seeding D. Mulching 1.02 RELATED WORK A. Section 02218 - Landscape Grading: Preparation of subsoil and placement of topsoil in preparation for the work of this Section. B. Section 02223 - Backfilling: Rough grading of site. 1.03 REFERENCES A. FS O -F-241 - Fertilizers, Commercial. 1.04 DEFINITIONS A. Weeds: Includes Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perrenial Sorrel, and Brome Grass. 1.05 REGULATORY REQUIREMENTS A. Comply with regulatory agencies for fertilizer and herbicide composition. 1.06 QUALITY ASSURANCE A. Provide seed mixture in containers showing percentage of seed mix, year of production, net weight, date of packaging, and location of packaging. Section 02936 - 1 MCGellane � Can,ulfina r 1.07 TESTS Not Used. 1.08 MAINTENANCE DATA Not Used. 1.09 DELIVERY, STORAGE, AND HANDLING A. Deliver grass seed mixture in sealed containers. Seed in damaged packaging is not acceptable. B. Deliver fertilizer in waterproof bags showing weight, chemical analysis, and name of manufacturer. 1.10 COORDINATION Not Used. 1.11 MAINTENANCE SERVICE Not Used. PART 2 PRODUCTS 2.01 ACCEPTABLE SEED SUPPLIERS Not Used. 2.02 SEED MIXTURE A. Seed Mixture: 1. Bermuda Grass: 35 percent. 2. Creeping Red Fescue Grass: 35 percent 3. Annual Rye: 30 percent 2.03 SOIL MATERIALS Not Used. 2.04 ACCESSORIES A. Mulching Material: Oat or wheat straw, free from weeds, foreign matter detrimental to plant life, and dry. Hay or chopped cornstalks are not acceptable. B. Fertilizer: FS O -F-241, Type I or II, Grade A or B recommended for grass, with fifty percent of the elements derived from organic McClelland Section 02936 - 2 r D. Immediately following seeding and compacting, apply mulch to a thickness of 1/8 inches. Maintain clear of shrubs and trees. F. Apply water with a fine spray immediately after each area has been mulched. Saturate to 4 inches of soil. 3.06 HYDROSEEDING Not Used. 3.07 SEED PROTECTION Not Used. 3.08 MAINTENANCE Not Used. 3.09 SCHEDULE Not Used. END OF SECTION Section 02936 - 4 fl fl McClellan ru lnn r 1 sources; of proportion necessary to eliminate any deficiencies of topsoil to the following proportions: Nitrogen 13 percent, phosphoric acid 13 percent, soluble potash 13 percent. D. Water: Clean, fresh and free of substances or matter which could inhibit vigorous growth of grass. PART 3 EXECUTION 3.01 INSPECTION A. Verify that prepared soil base is ready to receive the work of this Section. B. Beginning of installation means acceptance of existing site conditions. 3.02 PREPARATION OF SUBSOIL Not Used. 3.03 PLACING TOPSOIL Not Used. 3.04 FERTILIZING A. Apply fertilizer at a rate of 500 lbs/acre. B. Apply after smooth raking of topsoil and prior to roller compaction. C. Do not apply fertilizer at same time or with same machine as will be used to apply seed. D. Mix Thoroughly into upper 2 inches of depth. E. Lightly water to aid the dissipation of fertilizer. 3.05 SEEDING A. Apply seed at a rate of 40 lbs per 1000 sq ft evenly in two intersecting directions. Rake in lightly. Do not seed area in excess of that which can be mulched on same day. B. Do not sow immediately following rain, when ground is too dry, or during windy periods. C. Roll seeded area with roller not exceeding 112 lbs. Section 02936 - 3 S Mctlelland ianwitino r SECTION 04100 MORTAR PART 1 GENERAL 1.01 WORK INCLUDED A. Mortar for drainage pipe. 1.02 RELATED WORK Not Used. 1.03 REFERENCES A. ASTM C5 - Quicklime for Structural Purposes. B. ASTM C91 - Masonry Cement. C. ASTM C144 - Aggregate for Masonry Mortar. D: ASTM C150 - Portland Cement E. ASTM C207 - Hydrated Lime for Masonry Purposes. F. ASTM C270 - Mortar for Unit Masonry. G. ASTM C387 - Packaged, dry Combined Materials for Mortar and Concrete. 1.04 MIX TESTS Not Used. 1.05 SUBMITTALS Not Used. 1.06 ENVIRONMENTAL REQUIREMENTS A. Cold Weather Requirements: IMIAC - Recommended Practices and Guide Specifications for Cold Weather Masonry Construction. Section 04100 - 1 MCCle Oaa ranaennn r PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS Not Used. 2.02 MATERIALS A. Portland Cement: ASTM C150, normal -Type I; gray color. B. Masonry Cement: ASTM C98, for general use. C. Mortar Aggregate: ASTM C144, standard masonry type; clean, dry, protected against dampness, freezing, and foreign matter. D. Hydrated Lime: ASTM C207, Type S. E. Quicklime: ASTM C5, non -hydraulic type. F. Premix Mortar: ASTM C387, using (gray) (white) cement. G. Water: Clean and potable. 2.03 MORTAR COLOR Not Used. 2.04 ADMIXTURES Not Used. 2.05 MIXES A. Mortar: ASTM C270, Type S or N. 2.06 GROUT FILL Not Used. 2.07 MORTAR MIXING A. Do not use anti -freeze compounds to lower the freezing point of mortar or grout. B. If water is lost by evaporation, retemper within two hours of mixing. Do not retemper mortar after two hours of mixing. Section 04100 - 2 • MaClsllanC I� _. Con g'tin a r C1 PART 3 EXECUTION 3.01 INSTALLATION A. Install mortar. C. Work mortar into cavities to eliminate voids. END OF SECTION a_a`r McClelland Section 04100 - 3 r APPENDIX r7; mxcc I' NQ