Loading...
HomeMy WebLinkAbout139-90 RESOLUTION• • RESOLUTION NO. 139-90 WIY c'ROFTp I ED A RESOLUTION AWARDING TO FAYETTE TREE & TRENCH A BID AWARD AND CONSTRUCTION CONTRACT FOR THE APPLEBY SEWER REPLACEMENT PROGRAM. BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE CITY OF FAYETTEVILLE, ARKANSAS:• Section 1. That the Mayor and City Clerk are hereby authorized and directed to execute a bid award and construction contract with Fayette Tree & Trench in the amount of $73,705.00 for the Appleby Sewer Replacement Program. A copy of the bid tabulationsheet authorized for execution hereby is attached hereto marked Exhibit "A" and made a part hereof. PASSED AND APPROVED this iAth day. of September ATTEST: `4. • J APPROVED: By : / y--1.." Mayor , 1990. • BID TABULATION Fayette Tree & Trench B B & B Construction Company $73,705.00 Rejected* * This bid was rejected because it was submitted via FAX and the specifications called for sealed bids. EXHIBIT A 1, 1. 1 1 1 1 1, 1.1 1 1, 1 1 - 1 1 1 1 APPLEBURY SEWER REPLACEMENT FAYETTEVILLE, ARKANSAS Prepared For: City of Fayetteville Fayetteville, Arkansas 72701 PROJECT NO. FY902101 June, 1990 Prepared by: McClelland Consulting Engineers, Inc. 1810 North College, P.O. Box 1229 Fayetteville, Arkansas 72702 McClelland ,� rve Consulting Engineers Incorporated Fapstlevllle, Arkansas ) ACORIC. CERTIFICATE OF INSIiRANCE PRODUCER CODE INSURED RENNER & COMPANY, INC P.O. Box 427 Fayetteville, AR 72702 SUB -CODE 7401 City of Fayetteville 113 West Mountain Street Fayetteville, AR 72701 COVERAGES 1 REVISED ISSUE DATE (MMDD/YY) 10-3-90 THIS CERTI ICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW COMPANIES AFFORDING COVERAGE COMPANY LETTER A Tri-State Insurance Company COMPANY B LETTER COMPANY C LETTER COMPANY D LETTER COMPANY E LETTER • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE. FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE ! POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION ALL LIMITS IN THOUSANDS LIR 1 DATE (MMIDDNY) DATE (MMIDD/YY) GENERAL LIABILITY - 2,000 r. COMMERCIAL GENERAL LIABILITY I —t ' CLAIMS MADE E OCCUR.: A x . OWNER'S & CONTRACTOR'S PROT. AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS —I SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS GARAGE LIABILITY EXCESS LIABILITY >. 1 OTHER THAN UMBRELLA FORM 1 WORKER'S COMPENSATION" ' I Binder - 10-1-90 . 4-30-91 OTHER AND EMPLOYERS' LIABILITY GENERAL AGGREGATE L$ PRODUCTS-COMP/OPS AGGREGATE $ PERSONAL & ADVERTISING INJURY i $ EACH OCCURRENCE $ FIRE DAMAGE (Any one fire) $ MEDICAL EXPENSE (Any ane person) $ COMBINED SINGLE $ LIMIT • + BODILY ; INJURY + $ (Per person) i BODILY INJURY 1 $ (Per accident) 1,000 PROPERTY I E DAMAGE fi EACH _.wAGGREGATE OCCURRENCE! $ - j. STATUTORY (EACH ACCIDENT) (DISEASE—POLICY LIMIT) (DISEASE—EACH EMPLOYEE DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS Owher's & Contractor's Protective Liability - Project: Applebury Sewer Replacement Project #FY902101, June 1990, City of Fayetteville, Arkansas. Cost: $73,705.00. Additional Insured: McClelland Consulting Engineers, Inc., Fayetteville, Arkansas CERTIFICATE HOLDER McClelland Consulting Engineers, Inc. 1810 North College Avenue P.O. Box 1229 Fayetteville, AR 72702 'ACORD 25-S (3/88) • CANCELLATION - _ _ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR to MAIL 3O- DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF NY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED 116 SENTATIVE ACORD CORPORATION 1988 AINH.ne CERTIFICATE OF INSURANCE PRODUCER CODE INSURED RENNER & COMPANY, INC. P.O. Box 427 Fayetteville, AR 72702 SUB -CODE Fayette Tree and Trench, Inc. P.O. Box 471 Fayetteville, AR 72702 COVERAGES REVISED r ISSUE DATE (MM/DD/YY) L' 10-3-90 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW COMPANIES AFFORDING COVERAGE COMPANY A LETTER COMPANY B LETTER y -- COMPANY C LETTER COMPANY D LETTER COMPANY E LETTER Tri-State Insurance Company International Insurance Company . .._ - ... .. - - ___ _ . _ . . THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN.ISSUED 70SHE INSURED NAMEDABOVEFOR THE POLICY PERIOD "INDICATED, NOTWITHSTANDING ANY EIEOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER 'POLICY EFFECTIVE POLICY EXPIRATION ALL LIMITS IN THOUSANDS LTR DATE (MM/DDNY) i DATE (MM/DD/YY) I - _ �_.__ _.. - �._ -- -. I I GENERAL AGGREGATE I $2 000 GENERAL LIABILITY A •X COMMERCIAL GENERAL LIABILITY 3 1 ; CLAIMS MADE X PRODUCTS-COMP/OPS AGGREGATE $1,000 _ e OCCUR.: G 08 24 69 4-30-90 4-30-91 PERSONAL & ADVERTISING INJURY I $1 , 000 EACH OCCURRENCE $1,000 I FIRE DAMAGE (Any one fire) I $ 50 .- MEDICAL EXPENSE (Any one person) $ rCOMBINED . 1 000 SINGLE $ 1 LIMIT S __.. 1301)—ILY } INJURY $ OWNER'S & CONTRACTOR'S PROT. AUTOMOBILE LIABILITY A r x3 ANY AUTO LLf ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS GARAGE LIABILITY X 4 EXCESS LIABILITY B r x 'Commercial Umbrella ) A 01 14 61 524-206414-8 I OTHER THAN UMBRELLA FORM } _ WORKER'S COMPENSATION - - AI OTHER AND EMPLOYERS' LIABILITY W 06 37 62 ) 4 30 90 , 4-30-91 (Per person) ; BODILY INJURY 9.9. $ (Per accident) PROPERTY 1 DAMAGE ' $ I 4 30 90 1 4-30-91 ' 1 a- -- 4. - ' _-"'" -j STATUTORY - 4-30-90 i 4-30-91 ° $4.500 ..i(EACH ACCIDENT) . I $ f 5500 ` _ (DISEASE_ POLICY LIMIT) F 4L $ 1 500 (DISEASE—EACH EMPLOYEE EACH T.— --AGGREGATE OCCURRENCEI $ 2,000 I $ 2,000 DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/RESTRICTIONS/SPECIAL ITEMS CERTIFICATE HOLDER - Excavation - Trenching McClelland Consulting Engineers, Inc. P.O. Box 1229 Fayetteville, AR 72702 'ACORD 25-S (3/88) 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 CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY D UPON THE COMPA)iT\ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRE IVE ©ACORD CORPORATION 1988 NOTICE OF AWARD To: Fayette Tree and Trench, Inc. Fayetteville, Arkansas PROJECT DESCRIPTION: City of Fayetteville, Applebury Sewer Replacement 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 for the Applebury Sewer Replacement in the amount of $ .71,705.00 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 fifteen (15) calendar days from the date of this NOTICE OF AWARD. If you fail to execute said Contract and to furnish said bonds within fifteen (15) 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 granten-VTaw:- You are required to return an acknowledged copy of this NOTICE OF AWARD to the OWNER. Dated this 28th day of September , 1990. ga By Robert W. White Title Project Engineer et Receiptacknowledge this hzg day of,0�-p, 1990. By G -,"L-o /)2 eitcAtioAD Title . , , MOCIeIlana Consulting �I Engineers Incorporated FoystlevllI., Arkansas Section 00360 - 1 PART/SECTION NO. PART I TABLE OF CONTENTS SUBJECT PAGE NO. BIDDING REOUIREMENT 00050 Invitation to Bid 1-2 O 0100 Instructions to Bidders 1-9 O 0300 Proposal 1-7 O 0350 Bid Bond 1-2 00360 Notice of Award 1 PART II CONTRACT FORMS O 0500 Contract 1-5 O 0550 Notice To Proceed 1 PART III CONDITIONS OF THE CONTRACT O 0700 General Conditonss 1-39 O 0800 Supplementary Conditons 1-7 PART IV SPECIFICATIONS DIVISION I GENERAL REQUIREMENTS 01000 Abbreviations 1-3 01009 Summary of Work 1-3 01011 Site Conditions 1-4 O 1014 Protection of the Environment 1-4 01016 Safety Requirements and Protection of Property 1-6 01027 Applications for Payment 1-2 01028 Change Order Procedures 1-3 O 1070 Cutting and Patching 1-4 O 1210 Preconstruction Conference 1 01300 Submittals During Construction 1-6 01311 Schedule and Sequence of Operations 1-3 01400 Quality Control 1-3 O 1500 Temporary Construction Facilities and Utilities 1-4 O 1600 Material and Equipment Shipment, Handling, Storage, and Protection 1-3 01700 Contract Closeout 1-3 01710 Final Cleaning 1-2 01720 Project Record Documents 1-3 Jr McClelland 1 Consulting Engineers oat Incoroorpxpletl FayCtevlllq Arkansas TABLE OF CONTENTS PART/SECTION NO. SUBJECT DIVISION 2 SITE WORK 02102 02200 02218 02485 02601 02740 02750 DIVISION 3 03210 03300 DIVISION 15 15001-2 15001-14 15005 Clearing, Grubbing, and Stripping Earthwork, Trench Excavation and Backfill Landscape Grading Finish Grading and Grass Asphalt, Concrete and Gravel Surface Restoration Manhole Construction Manhole Rehabilitation CONCRETE Reinforcing Steel Concrete MECHANICAL Cement -Lined Ductile Iron Pipe and Fittings Polyvinyl Chloride (PVC) Pipe Gravity Sewer Pipe DRAWINGS (Bound Separately) Mapsaad e+ ll I Errolnsen Inaorperarod FOAMY! Iles Arkansas PAGE NO. 1-3 1-4 1-17 1-5 1-2 1-8 1 1 1 1 1 1I 1 1 1 1 1 1 :1 1 1 1 PART I BIDDING REQUIREMENT McClelland r io I Consulting rs Engin•.rs Incoreeraled FarlleWlle, Arkonwe • SECTION 00050 INVITATION TO BID BID NO. 90-36 The City of Fayetteville, Arkansas, will receive sealed bid at the Purchasing Office, City Hall, 113 West Mountain Street, Fayetteville, Arkansas 72702, until 10:30 A.M., August 2, 1990, for the replacement of the Applebury Sewer Main. The project generally consists of constructing approximately 1575 feet of 8" sewer line, construction of 8 new manholes and rehabilitation of 4 existing manholes. Related work shall include interconnection to existing sewers and service lines. Drawings and Specifications may be examined at the following locations: McClelland Consulting Engineers, Inc 1810 North College Avenue Fayetteville, Arkansas 72702 Phone: 443-2377 ABC Plan Room All Rents and Sales Center 903 S. School Fayetteville, AR 72701 A copy of the Documents may be obtained from McClelland Consulting Engineers, Inc., P.O. Box 1229, Fayetteville, Arkansas 72702, upon payment of $50.00 for each Document. Return of the Documents is not required,, and the amount paid for the Documents is nonrefundable. Partial sets are not available. Each Proposal must be submitted on the prescribed form and accompanied by a certified check or bid bond in an amount not less than 5 percent of the amount bid. The successful Bidder will be required to furnish the necessary additional bonds for the faithful performance of the Contract, as prescribed in the Contract Documents. All bid bonds, contract bonds, insurance contracts and certificates of insurance shall be either executed by or countersigned by a licensed resident agent of the surety or insurance company having his place of business in the State of Arkansas, and in all ways complying with the insurance laws of the State of Arkansas. Further, the said surety or insurance company shall be duly licensed and qualified to do business in the State of Arkansas. l rump McClelland Consulting Engineers Incorporated Fayetteville, Arkansas Section 00050 - 1 / 1' In order to perform public work, the successful Bidder shall, as applicable, hold or obtain such Contractors' and Business Licenses as required by State statutes. The right is reserved to reject all Proposals or any Proposal not conforming to the intent and purpose of the Contract Documents, and to postpone the award of the Contract for a period of time which, however, shall not extend beyond 90 days from the bid opening date. CITY OF FAYETTEVILLE, ARKANSAS Publish: 7/19/90 & 7/26/90 Purchasing Officer r -u Foy.ttevil1.. P.O. # 24233 MCG.Nand CansalNng 1 Engineers mared Arkonsas 1 Section 00050 - 2 / SECTION 00100 INSTRUCTIONS TO BIDDER PARAGRAPH NO. TITLE PAGE 1. FORMAT 1 2. SPECIFICATION LANGUAGE 1 3. GENERAL DESCRIPTION OF THE PROJECT 1 4. QUALIFICATION OF CONTRACTORS 1 5. DOCUMENT INTERPRETATION 1 6. BIDDER S UNDERSTANDING 2 7. DRAWINGS • 2 8. TYPE OF PROPOSAL 2 9. PREPARATION OF PROPOSALS 2 10. STATE AND LOCAL SALES AND USE TAXES 3 11. SUBMISSION OF PROPOSALS 3 12. TELEGRAPHIC OR WRITTEN MODIFICATION OF PROPOSAL 3 13. WITHDRAWAL OF PROPOSAL 3 14. BID SECURITY 4 15. RETURN OF BID SECURITY 4 16. AWARD OF CONTRACT 4 17. BASIS OF AWARD 4 18. EXECUTION OF CONTRACT 5 19. PLANS FOR CONSTRUCTION 5 20. PERFORMANCE AND PAYMENT BONDS 5 MCCMllano Conealrate �'°1 Enpineer. InoorpomfeE Fopllevllle, Arkaneae Section 00100 - 1 SECTION INSTRUCTIONS 00100 TO BIDDERS 21. FAILURE TO EXECUTE CONTRACT AND FURNISH BOND 5 22. PERFORMANCE OF WORK BY CONTRACTOR 6 23. TIME OF COMPLETION 6 Section 00100 - 2 McClelland esi rvel Consulting Engineers Incorporated Fayetteville, Arkansas 1 SECTION INSTRUCTIONS 00100 TO BIDDERS 1. FORMAT The Contract Documents are divided into parts, divisions, and sections in keeping with accepted industry practice in order to separate categories of subject matter for convenient reference thereto. Generally, there has been no attempt to divide the Specification sections into work performed by the various building trades, work by separate subcontractors, or work required for separate facilities in the project. 2. SPECIFICATION LANGUAGE Command type sentences are used in Contract Documents. These refer to and are directed to the Contractor. 3. GENERAL DESCRIPTION OF THE PROJECT A general description of the work to be done is contained in the INVITATION TO BID. The scope is indicated on the accompanying Drawings and specified in applicable parts of these Contract Documents. 4. QUALIFICATION OF CONTRACTORS The prospective bidders must meet the statutorily prescribed requirements before Award of Contract by the Owner. 5. DOCUMENT INTERPRETATION The Contract Documents governing the work proposed herein consist of the Drawings and all material bound herewith. These Contract Documents are intended to be mutually cooperative and to provide all details reasonably required for the execution of the proposed work. Any person contemplating the submission of a Proposal shall have thoroughly examined all of the various parts of these Documents, and should there be any doubt as to the meaning or intent of said Contract Documents, the Bidder should request of the Engineer, in writing (received by the Engineer at least 5 working days prior to bid opening) an interpretation thereof. Any interpretation or change in said Contract Documents will be made only in writing, in the form of Addenda to the Documents which will be furnished to all Bidders receiving a set of the Documents. Bidders shall submit with their Proposals, or indicate receipt, of all Addenda. The Owner or Engineer will not be responsible for any other explanation or interpretations of said Documents not issued in writing by Addendum. Section 00100 - 3 McClelland LE,ing l Enginen s Incorporated eorarod Fayetteville, Arkansas I 6. BIDDER S UNDERSTANDING Each Bidder must inform himself of the conditions relating to the execution of the work, and it is assumed that he will inspect the site and make himselfthoroughly familiar with all the Contract Documents. Failure to do so will not relieve the successful Bidder of his obligation to enter into a Contract and complete the contemplated work in strict accordance with the Contract Documents. It shall be the Bidder s obligation to verify for himself and to his complete satisfaction all information concerning site and subsurface conditions. • Information derived from topographic maps, or from Drawings showing location of utilities and structures will not in any way relieve the Contractor from any risk, or from properly examining the site and making such additional investigations as he may elect, or from properly fulfilling all the terms of the Contract Documents. Each Bidder shall inform himself of, and the Bidder awarded a Contract shall comply with, federal, state, and local laws, statutes, and ordinances relative to the execution of the work. This requirement includes, but is not limited to, applicable regulations concerning minimum wage rates, nondiscrimination in the employment of labor, protection of public and employee safety and health, environmental protection, the protection of natural resources,, fire protection, burning and nonburning requirements, permits, fees, and similar subjects. 7. DRAWINGS No return of Drawings is required and no refund will be made. 8. TYPE. OF PROPOSAL A unit price and totals shall be submitted in the appropriate place on the Proposal. The total amount paid the Contractor shall be the amount of the Base Bid as adjusted for additions or deletions resulting from additive or deductive bid alternates or changes in construction. 9. PREPARATION OF PROPOSALS All blank spaces in the Proposal form must be filled in, preferably in BLACK ink, in both words and figures where required. No changes shall be made in the phraseology of the forms. Written amounts shall govern in cases of discrepancy between the amounts stated in writing and the amounts stated in figures. In case of discrepancy between unit prices and totals, unit prices will prevail. Section 00100 - 4 ,� McClelland esr ned is rvel Cpneuulnp Enpineers Inoorporaled FareIeville, Arkansas 1 Any Proposal shall be deemed informal which contains material omissions, or irregularities, or in which any of the prices are obviously unbalanced, or which in any manner shall fail to conform to the conditions of the published INVITATION TO BID. Only one bid from any individual, firm, partnership, or corporation, under the same or different names, will be considered. Should it appear to the Owner that any Bidder is interested in more than one bid for work contemplated, all bids in which such Bidder is interested will be rejected. The Bidder shall sign his Proposal in the blank space provided therefor. If Bidder is a corporation, the legal name of the corporation shall be set forth above, together with the signature of the officer or officers authorized to sign Contracts on behalf of the corporation. .If Bidder is a partnership, the true name of the firm shall be set forth above, together with the signature of the partner or partners authorized to sign Contracts in behalf of the partnership. If signature is by an agent, other than an officer of a corporation or a member of a partnership, a notarized power-of-attorney must be on file with the Owner prior to opening of proposals or submitted with the Proposal. 10. STATE AND LOCAL SALES AND USE TAXES Unless the Supplementary Conditions contains a statement that the Owner is exempt from state sales tax on materials incorporated into the work due to the qualification of the work under this Contract, all state and local sales and use taxes, as required by the laws and statutes of the state and its political subdivisions, shall be paid by the Contractor. Prices quoted in the Proposal shall include all nonexempt sales and use taxes, unless provision is made in the Proposal form to separately itemize the tax. 11. SUBMISSION OF PROPOSALS All Proposals must be submitted, not later than the time prescribed, at the place, and in the manner set forth in the INVITATION TO BID. Proposals must be made on the Proposal forms provided herein. Each Proposal must be submitted in a sealed envelope, so marked as to indicate its contents without being opened, and addressed in conformance with the instructions in the INVITATION TO BID. 12. TELEGRAPHIC OR WRITTEN MODIFICATION OF PROPOSAL Any Bidder may modify his bid by telegraphic or written communication at any time prior to the scheduled closing time for receipt of bids, provided such communication is received by the Section 00100 - 5 McClelland ite� mConulellnnp Incorporate d Fayetteville, Arkansas Owner prior to the closing time. The telegraphic or written communication should not reveal the bid price; it shall, however, state the addition or subtraction or other modification so that the final prices or terms will not be known by the Owner until the sealed bid is opened. 13. WITHDRAWAL OF PROPOSAL Any Proposal may be withdrawn prior to the scheduled time for the opening of Proposals either by telegraphic or written request, or in person. No Proposal may be withdrawn after the time scheduled for opening of Proposals, unless the time specified in Item, AWARD OF CONTRACT, of these INSTRUCTIONS TO BIDDERS shall have elapsed. 14. BID SECURITY Proposals must be accompanied by cash, a certified check, or cashier s check drawn on a bank in good standing, or a bid bond issued by a Surety authorized to issue such bonds in the State where the work is located, in the amount of 5 percent of the total amount of the Proposal submitted. This bid security shall be given as a guarantee that the Bidder will not withdraw his Proposal for a period of 90 days after bid opening, and that if awarded the Contract, the successful Bidder will execute the attached Contract and furnish properly executed Performance and Payment Bonds, each in the full amount of the Contract price within the time specified. The Attorney -in -Fact (Resident Agent) who executes this bond in behalf of the Surety must attach a notarized copy of his power-of-attorney as evidence of his authority to bind the Surety on the date of execution of the bond. If the Bidder elects to furnish a Bid Bond, he shall use the Bid Bond form bound herewith, or one conforming substantially thereto in form and content. 15. RETURN OF. BID SECURITY Within 15 days after the award of the Contract, the Owner will return the bid securities to all Bidders whose Proposals are not to be further considered in awarding the Contract. Retained bid securities will be held until the Contract has been finally executed, after which all bid securities, other than Bidders bonds and any guarantees which have been forfeited, will be returned to the respective Bidders whose Proposals they accompanied. Section 00100 - 6 McClelland TheciConsalllnp rte Engineers Incorporated Fayetteville, Arkansas r 16. AWARD OF CONTRACT Within 90 calendar days after the opening of Proposals, unless otherwise stated in the INVITATION TO BID or SUPPLEMENTARY CONDITIONS of these Documents, the Owner will accept one of the Proposals or will act in accordance with BASIS OF AWARD, below. The acceptance of the Proposal will be by written notice of award, mailed or delivered to the office designated in the Proposal. In the event of failure of the lowest responsible and responsive qualified Bidder to sign and return the Contract with acceptable Performance and Payment Bonds, as prescribed herein, the Owner may award the Contract to the next lowest responsible and responsive qualified Bidder. Such award, if made, will be made within 90 days after the opening of Proposals. 17. BASIS OF AWARD Award of the Contract shall be determined on the basis of the lowest responsive, responsible base bid. If, at the time thisContract is to be awarded, the total Base Bid of the lowest acceptable Proposal exceeds the funds then estimated by the Owner as available, the Owner may reject all bids or take such other action as best serves the Owner s interests, including consideration of selected Deductive Alternates. 18. EXECUTION OF CONTRACT The successful Bidder shall, within 15 consecutive days after receiving notice of award, sign and deliver to the Owner the Contract hereto attached together with the acceptable bonds as required in these Documents. Within 15 consecutive days after receiving the signed Contract with acceptable bonds from the successful Bidder, the Owner s authorized agent will sign the Contract. Signature by both parties constitutes execution of the Contract. 19. PLANS FOR CONSTRUCTION The successful Bidder will be furnished three sets of Documents without charge. Any additional copies required will be furnished to the Contractor at 50.00 per set. 20. PERFORMANCE AND PAYMENT BONDS The successful Bidder shall file with the Owner a Performance Bond and Payment Bond on the form bound herewith, each in the full MCCIellaad fr1 Engineers Eglnses IaoorvoraNd Fay tevllle, Arkansas Section 00100 - 7 J amount of the Contract Price in accordance with the requirements of the State of Arkansas as applicable, as security for the faithful performance of the Contract and the payment of all persons supplying labor and materials for the construction of the work, and to cover all guarantees against defective workmanship or materials, or both, for a period of 1 year after the date of final acceptance of the work by the Owner. The Surety furnishing this bond shall have a sound financial standing and a record of service satisfactory to the Owner, shall be authorized to do business in the State of Arkansas, and shall be listed on the current U. S. Department of Treasury Circular Number 570, or amendments thereto in the Federal Register, of acceptable Sureties for Federal projects. The Attorney -in -Fact (Resident Agent) who executes this Performance Bond and Payment Bond in behalf of the Surety must attach a notarized copy of his power-of-attorney as evidence of his authority to bind the Surety on the date of execution of the bond. All Contracts, Performance and Payment Bonds, and respective powers -of -attorney will have the same date. 21. FAILURE TO EXECUTE CONTRACT AND FURNISH BOND The Bidder who has a Contract awarded to him and who fails to properly execute the Contract and furnish the Performance Bond and Payment Bond, within the time frame stipulated elsewhere in these documents, shall forfeit the bid security that accompanied his bid, and the bid security shall be retained as liquidated damages by the Owner, and it is agreed that this sum is a fair estimate of the amount of damages the Owner will sustain in case the Bidder fails to enter into a Contract and furnish the bond as hereinbefore provided. Bid security deposited in the form of cash, a certified check, or cashier s check shall be subject to the same requirements as a Bid Bond. 22. PERFORMANCE OF WORK BY CONTRACTOR The Contractor shall perform on the site and with his own organization, work equivalent to at least forty percent of the total amount of the work to be performed under this Contract. If, during the progress of the work hereunder, the Contractor requests a reduction of such percentage, and the Engineer determines that it would be to the client s advantage, the percentage of the work required to be performed by the Contractor s own organization may be reduced; PROVIDED prior written approval of such reduction is obtained by the Contractor from the Engineer. � McClelland ned7 l o ,ly Conwlting Engineers Incorporated Fayetteville, Arkansas Section 00100 - 8 Each bidder must furnish with his bid a list of the items that he will perform with his own forces and the estimated total cost of these items. 23. TIME OF COMPLETION The time of completion of the work to be performed under this Contract is of the essence of the Contract. Delays and extensions of time may be allowed in accordance with the provisions stated in Section GENERAL CONDITIONS. The time allowed for the completion of the work is stated in the Proposal. Section 00100 - 9 ♦ - J MWClellaM fittass Engineer" e rwl Consulting InarporaMd Fayelreville, Arkansas L PROPOSAL NOTE TO BIDDER: Please use BLACK ink for completing this Proposal form. To: City of Fayetteville Address: City Administration Building, Fayetteville, AR 1 72701 Project Title: Applebury Sewer Main Replacement Engineer S Project No. FFpY902101 nn_ Bidder: e'6yorro_ pt! ��e� rQ c am• V 0 & , Ate, 1I Address: Date: r,,9d,A,k h 19'JD Bidder s person to contact for additional information on this Proposal: Name: c. >74CLr sic_ Telephone: S241- SS5' l/ BIDDER S DECLARATION AND UNDERSTANDING The undersigned, hereinafter called the Bidder, declares that the only persons or parties interested in this Proposal are those named herein, that this Proposal is, in all respects, fair and without fraud, that it is made without collusion with any official of the Owner, and that the Proposal is made without any connection or collusion with any person submitting another Proposal on this Contract. The Bidder further declares that he has carefully examined the Contract Documents for the construction of the project, that he has personally inspected the site, that he has satisfied himself as to the quantities involved, including materials and equipment, and conditions of work involved, including the fact that the Section 00300 -1 SI MCCle fond Consult in Engineers eft ` rwl corp n Ioorperaled Fayetteville, Arkansas If description of the quantities of work and materials, as included herein, is brief and is intended only to indicate the general ' nature of the work and to identify the said quantities with the detailed requirements of the Contract Documents, and that this Proposal is made according to the provisions and under the terms of the Contract Documents, which Documents are hereby made a part of this Proposal. The Bidder further agrees that he has exercised his own judgement ' and has utilized all data which he believes pertinent from the Engineer, Owner, and other sources in arriving at his own conclusions. ' CONTRACT EXECUTION AND BONDS The Bidder agrees that if this Proposal is accepted, he will, I. within 15 consecutive calendar days after notice of award, sign the Contract in the form annexed hereto, and will at that time, deliver to the Owner the Performance Bond and Payment Bond required ' herein, and will, to the extent of his Proposal, furnish all machinery, tools, apparatus, and other means of construction and do the work and furnish all the materials necessary to complete all work as specified or indicated in the Contract Documents. ' CERTIFICATES OF INSURANCE, PAYMENT BOND, AND PERFORMANCE BOND ' The Bidder further agrees to furnish the Owner, before commencing the work under this Contract, the certificates of insurance, Payment Bond, and Performance Bond as specified in these Documents. START OF CONSTRUCTION AND CONTRACT COMPLETION TIME The Bidder further agrees to begin work within 10 calendar days after the time stated in the Notice to Proceed issued by the Owner to the contractor and shall complete the construction in all respects within 45 calendar days after the date specified in the Notice to Proceed. ' LIOUIDATED DAMAGES In the event the Bidder is awarded the Contract and shall fail to complete the work within the time limit or extended time limit ' agreed upon, as more particularly set forth in the Contract Documents, liquidated damages shall be paid to the Owner for all work awarded under the Contract until the work shall have been ' satisfactorily completed as provided by the Contract Documents, plus any monies paid by the Owner to the Engineer for additional • engineering and inspection services associated with such delays. 1 Section 00300 -2 ' / a klCCl.Ilan4 'm I ncarpa ina Engineers Inwpsrat •Fayerlevllle, Arkansas Sr 1 1 1 1 Liquidated damages shall be cumulative for work not completed on schedule. Work which is not completed on schedule shall be rated at $300 per day until the work is completed. ADDENDA The bidder hereby acknowledges that he has received Addenda No's these Specifications. (Bidder insert No. of each Addendum received.) SALES AND USE TAXES The Bidder agrees that all federal, state, and local sales and use taxes are.included in the stated bid prices for the work. PROPOSAL SCHEDULE SEWER MAIN REPLACEMENT ITEM UNIT NO. QUANTITY ITEM PRICE EXTENDED 1. 1500 Ft. 8" PVC Gravity $31,00 /Foot Sewer Pipe (Numerals) dollars/Foot $y -j, 500,tln (Words) 2. 100 Ft. 8" Ductile Iron Pipe $$ry,0n /Foot f (Numerals) too dollars/Foot $ oq5 10o on (Words) 3. 8 Ea. Manholes $ C/60.00 /Each y, (Numerals) dollars/Each $'1j 600100 (Words) 4. 10 Tons Trench Stabilization $3o6 /Ton Material (Numerals) f dollars /Ton $350,0o (Words) 5. 100 Tons Granular Fill /Ton Class -7 Base (Numerals) J oo �^ dollars /Ton s/ 1f 010O (Words) Mapelland Cnnwlrw Engineers Inarporated Fap"e vflls, Arkansas Section 00300 -3 1 NO. QUANTITY PRICE EXTENDED 6. 40 S.Y. Asphalt Street $d�a510o ,is.. Restoration (Numerals) crime ^Uo, dollars/S.Y. (Words) 7. 40 Ft. Concrete Curb $/x,00 /Foot Restoration (Numerals) ' e F dollars/Foot $400'06 (Words) 8. 5 S.Y. Sidewalk Restoration $/1010O /S•Y- d /o�e (Numerals) o dollars/S.Y. $900.00 (Words) 9. 5 C.Y. Concrete Encasement $g5.06 /C•Y• for Sewer Lines (Numerals) ' -ct.F l0 dollars/C.Y. $4A51`f,00 (Words) 10. 6 Ea. Connections to Existing /EA. U. �I n� Manholes (Numerals) ceue ddc n/nnrp— a,� { — dollars/EA. $ //3S0,06 (Words) (I 11. 15 Ea. Connections to Service $99 /oo /EA. Lines 77a- (Numerals) dollars/EA. (Words) 12. 150 Ft. 411 PVC Service Line Pipe $8$� /FT• C , e $6 (Numerals) bti z o dollars/FT. $ / flS,t i v (Words) 13•. 60 Ft. 411 DIP Service Line $/0,0n /FT. (Numerals) dollars/FT. $600100 (Words) 14• 40 V.F.Line Interior of $/a Existing Brick Manhole (Numerals) d —dollars/V. F. $ 40001 0D (Words) I Li Section 00300 -4 J MCCIIIIOM ' ) canwsnng Incorporated Fd)WMvl1I1, Arkansas I ITEM UNIT NO. QUANTITY PRICE EXTENDED 15. 4 Ea. Manhole Ring and Cover $ p0,tic /EA. �Flor Existing Manholes (Numerals) ' a7n Fr �L,vcQ f ._ dollars/EA. $5OO.Oh (Words) TOTAL BID $73�7o≤bo I yd Enclosed herewith is a bid bond for dollars $( ) which we agree the Owner may cash and retain as liquidated damages in the event of our failure to enter into contract for the work covered by this Proposal, provided the Contract is awarded to us within ninety (90) days from the date fixed for the opening of bids and we fail to execute the required bonds as called for in the Specifications within fifteen (15) days after the execution of the Contract. SUBCONTRACTORS AND SUPPLIERS The Bidder further certifies that the following subcontracting and supply firms or businesses will be awarded subcontracts for the following portions of the work in the event that the Bidder ,is awarded the Contract: ROAD BORING SUBCONTRACTOR 1 Name ' Street City (The following space is supplied for additional suppliers or subcontractors) SUPPLIER / SUBCONTRACTOR Name �tlmos 49& rJr,/ap,tj 1�a xAtt.1 i ems. ? . I Mop /ba Jh t / lJ 71�� Street pmh City I Section 00300 -5 IL I MoCbllana Coomflhiac Engineers ncorpo Iosrperalsa Faye/?SVllls, Arkansas I 1 1 1 I. 1 I1 1 1 I 1 • PERFORMANCE OF WORK BY CONTRACTOR The Bidder shall perform at least 40 percent of the work with his own forces (refer to Paragraph 21, INSTRUCTIONS TO BIDDERS. Bids from so called Brokerage Contractors will not be considered.) List below the items that the Bidder will perform with his own forces, if awarded this Contract, and fill in the blank showing the estimated total cost of these items. Estimated total cost of the above items the Bidder states that will be performed with his own forces, if awarded Contract: Dollars EXPERIENCE OF BIDDER The Bidder states that he is an experienced Contractor and has completed similar projects within the last 5 years. (List similar projects, with types, names of clients, construction costs, and references with telephone numbers. Use additional sheets if necessary.) SURETY If the Bidder is awarded a construction Contract on this Proposal, the Surety who provides the Performance and Payment Bond will be Street whose address is City State Zip Section 00300 -6 1 McClelland A , con ealrina Engineers Incorporated FayePevllrs, Arkansas r 1 1 BIDDER The name of the Bidder submitting this Proposal is a� Q„R �✓,_zrX-1�Y�,�-v• 1 doing busi ess at Th.7c-0i,t7f Street CitW State Zip 1 which is the address to which all communications concerned with this Proposal and with the Contract shall be sent. 1 The names of the principal officers of the corporation submitting this Proposal, or of the partnership, or of all persons interested in this Proposal as principals are as follows: 1 The Bidder s Arkansas Contractor s License No. is: 9_q1 If Sole Proprietor or Partnership 1 IN WITNESS hereto the undersigned has set his (its) hand this day of ,19__ Signature of Bidder Title If Corporation 1 IN WITNESS WHEREOF the undersigned corporation has caused this instrument to be executed and its se affixed by its duly author zed officers this ,3B — day of ��� 19�. (SEAL) 'Fcy i� i1 X • rtia�mmee�off Corporatio By G� C/� Title >17/!�i A 1 Attest Q, -;sue Sec tary Section 00300 -7 1M.» / MaCrer rand @prneera fnosrvorared Fayerfevrrrs, Arkansas � ♦ ISECTION 00350 BID BOND 'STATE OF ARKANSAS KNOW ALL MEN BY THESE PRESENTS, that we as Principal and Contractor, and ' hereinafter called Surety, are held and firmly bound unto ' the CITY OF FAYETTEVILLE, ARKANSAS, and represented by its Purchasing Officer hereinafter called Owner, in the sum of DOLLARS ($ ), lawful money of the United States of America, for the payment of ' which well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. WHEREAS, the Principal contemplates submitting or has submitted a bid to THE CITY OF FAYETTEVILLE for the furnishing of all labor, materials (except those to be specifically furnished by the Owner), ' equipment, machinery, tools, apparatus, means of transportation for, and the performance of the work covered in the Proposal and the detailed Drawings and Specifications, entitled: Applebury Sewer Replacement WHEREAS, it was a condition precedent to the submission of said bid that a cashier's check, certified check, or bid bond in the amount of 5 percent of the base bid be submitted with said bid as a guarantee that the Bidder would, if awarded the Contract, enter into a written Contract with the Owner for the performance of said Contract, within 15 consecutive calendar days after written notice •, having been given of the award of the Contract. I Section 00350 - 1 MnChIto ne corp ryej iling Engineers Incorporated FareHavllle, Arkansas I 1 1 1 1 NOW, THEREFORE, the conditions of this obligation are such that if the Principal within 15 consecutive calendar days after written notice of such acceptance, enters into a written Contract with the CITY OF FAYETTEVILLE, ARKANSAS and furnish a Contract Surety Bond in an amount equal to 100 percent of the base bid, satisfactory to the Owner, then this obligation shall be void; otherwise the sum herein stated shall be due and payable to the CITY OF FAYETTEVILLE, ARKANSAS and the Surety herein agrees to pay said sum immediately upon demand of the CITY OF FAYETTEVILLE, ARKANSAS in good and lawful money of the United States of America, as liquidated damages for failure thereof of said Principal. IN WITNESS WHEREOF, the said , ' as Principal herein, has caused these presents to be signed in its name by its attested by its under 1 its corporate seal, and the said as Surety herein, has caused these presents to be signed in its name by its 1 under its corporate seal, this day of A.D., 19_. 1 Signed, sealed and delivered in the presence of: Principal -Contractor 1 By As to Principal Title 1 Surety 1 By Attorney -in -Fact U. (Power -of -Attorney to be Attached) By As to Surety Resident Agent 1 El C Section 00350 - 2 1` ' McClelland Con spo e Engineers rnoorgorared Faretreville, Arkansas r 1 To: NOTICE OF AWARD PROJECT DESCRIPTION: City of Fayetteville, Applebury Sewer Replacement 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 for the 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 fifteen (15) calendar days from the date of this NOTICE OF AWARD. If you fail to execute said Contract and to furnish said bonds within fifteen (15) 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 Receipt acknowledge this day of By Title 0 Title , 1990. day of , 1990. Section 00360 - 1 J WEkteple Iles Consulting Engineers Incorporated Fayetteville, Arkansas PART II CONTRACT FORMS McClelland b tbl Consulting Elglnsen Inooraorared Faystlevllls, Arkansas ' SECTION 00500 CONTRACT CX� THI(S.. ��A..GRnnEEMENT, made and entered into on the / ` day of 2Pnus�wvh , 1990, by and between !� F`Je fYe Tee. a -"d 77#nch . rn c. ' herein called the Contractor, and the City of Fayetteville, Arkansas, hereinafter called the Owner: ' WITNESSETH: j That the Contractor, for the consideration hereinafter fully set out, hereby agrees with the Owner as follows: 1. That the Contractor shall furnish all the materials, and ' 3 perform all of the work in manner and form as provided by the following enumerated Drawings, Specifications, and Documents, which are attached hereto and made a part hereof, as if fully contained herein and are entitled APPLEBURY SEWER REPLACEMENT dated June, 1990, including: Invitation to Bid; Addenda; Instructions to Bidders; General Conditions; Supplementary Conditions; Performance and Payment Bonds; Specifications; the Proposal and acceptance thereof; and the Drawings. ' DRAWING INDEX DWG. NO. TITLE 1 COVER 2 PLAN 3 PROFILE 4 SEWER DETAILS .2. That the Contractor shall commence the work to be performed under this Agreement on a date to be specified in a written ' order of the Owner and shall fully complete all work hereunder in 45 calendar days. I ' 3. That the Owner hereby agrees to pay to the Contractor for the Section 00500 - 1 � I MCCIsllalW I1WIf �1 Coinp 'nwl t InosrporaNd Farflev111o, Arkansas ' 1 I. I. 1 1 I 3. - That the Owner hereby agrees to pay to the Contractor for the faithful performance of this Agreement, subject to additions and deductions as provided in the Specifications or Proposal, in lawful money of the United States, the amount of: 5c✓n/y ree- M n 4 -Gve'vn w,,�rr/� ai/'v&, Dollars ( $ /3, 7066 ) , based on the Base Bid contained herein. 4. That within 30 days of receipt of an approved payment request, the Owner shall make partial payments to the Contractor on the basis of a duly certified and approved estimate of work performed during the preceding calendar month by the Contractor, LESS the retainage provided in the General Conditions, which is to be withheld by the Owner until all work within a particular part has been performed strictly in accordance with this Agreement and until such work has been accepted by the Owner. 5. That upon submission by the Contractor of evidence satisfactory to the Owner that all payrolls, material bills, and other costs incurred by the Contractor in connection with the construction of the work have been paid in full, final payment on account of this Agreement shall be made within 60 days after the completion by the Contractor of all work covered by this Agreement and the acceptance of such work by the Owner. 6. In the event that the Contractor shall fail to complete the work within the time limit or the extended time limit agreed upon, as more particularly set forth in the Contract Documents, liquidated damages shall be paid at the rates designated in the Proposal. 7. It is further mutually agreed between the parties hereto that if, at any time after the execution of this Agreement and the Surety Bond hereto attached for its faithful performance and payment, the Owner shall deem the Surety or Sureties upon such bond' to be unsatisfactory or if, for any reason such bond ceases to be adequate to cover the performance of the work, the Contractor shall, at his expense, within 5 days after the receipt of notice from the Owner, furnish an additional bond or bonds in such form and amount and with such Surety or Sureties as shall be satisfactory to the Owner. In such event, no further payment to the Contractor shall be deemed to be due under this Agreement until such new or additional security for the faithful performance of the work shall be furnished in manner and form satisfactory to the Owner. Section 00500 - 2 I I McClelland � Engineers Engineers incorporated Fayetteville, Arkansas 8. No additional work or extras shall be done unless the same" shall be duly authorized by appropriate action by the Owner in writing. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the day and date first above written, in ( ) counterparts, each of which shall, without proof or accounting for the other counterpart be deemed an original Contract. ontractor b.e.+ WITNESSES: CA � al Le v l�Zz� By NE NOT , ftr5ipEHI Title ' ATTEST: ty Cler Approved as to form: Attorney for Owner CITY OF FAYETTEVILLE i Owner r By Mayor Title MaClpl Iand consulting Engineers Elglnsers Inctlrppraled Faytlevllle, Arkansas Section 00500 - 3 J ' ARKANSAS STATUTORY PERFORMANCE AND PAYMENT BOND I. We as Principal, hereinafter called Principal, and a corporation organized and existing under the laws of the State ' of Arkansas and authorized to do business in the State of Arkansas, as Surety, hereinafter called Surety, are held and firmly bound unto the City ofFavetteville, Arkansas as Obligee, hereinafter called Owner, in the amount of ' Dollars l , for the 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 ' entered into a contract with Owner for replacement of sewer lines and manhole, 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 repay the Owner all outlay and expense which the Owner may incur in making good any such default, and further, that if the Principal shall pay all persons all indebtedness for labor or 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. ' Any 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. Section 00500 - 4 kraCls Nand Consulting ee eai ` rrel Enginrs Inncp orporaated Fay.ttevllls, Arkansas C In no event shall the aggregate liability of the Surety exceed the sum set out herein. Executed on this day of ,19 Principal By Surety By Attorney -in -fact Section 00500 - 5 MaCle eland Con sultin Engineers Inogre orated FayNlevllle, Arkansas A NOTICE TO PROCEED To: Date: Project: City of Fayetteville Applebury Sewer Replacement You are hereby notified to commence WORK in accordance with the Contract dated , 1990, on or before 1990, and you are to complete the WORK by , 1990. ll By Title ACCEPTANCE OF NOTICE Receipt of the above NOTICE TO PROCEED is hereby acknowledged by this the day of 1990. Contractor By Title Section 05500 - 1 McCle❑and Coneaee s Elpineers It, Cap oraroe Feyefre vole, Arkansas I i 1 1 1 PART III 1 CONDITIONS OF THE CONTRACT 1 :1 1 i J MCCIe Hand 1 Conin ar a �, To `wl EMin.ero -u Incorporated Fa yettevills, Arkansas F1 I DEFINITIONS ' 1. 2. 3. ' 4. 5. 6. 7. ' 8. 9. 10. Iii. 12. 13. I. 14. 15. 16. 17. 1 CONTRACT ' 18. 19. 21. ' 21. 22. 23. I 24. DOCUMENT 00700 GENERAL CONDITIONS TABLE OF CONTENTS AS APPROVED ................................. 1 AS SHOWN, AND AS INDICATED .................. 1 BIDDER ..................................-..... 1 CONTRACT,.................................... 1 CONTRACT DOCUMENTS .......................... 2 CONTRACTOR ......... .......................... 2 DAYS......................................... 2 DRAWINGS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... 2 ENGINEER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 NOTICE........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 OR EQUAL ......... ............................ 3 OWNER. . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 PLANS (See DRAWINGS) ......................... 3 SPECIFICATIONS. . . . . . . . . . . . . ................ 3 NOTICE TO PROCEED. . . . . . . . . . . . . . . . - . . . . . . . . . . . 3 SUBSTANTIAL COMPLETION ...................... 3 WORK......................................... 4 DOCUMENTS INTENT OF CONTRACT DOCUMENTS ................. 4 DISCREPANCIES AND OMISSIONS.......,........... 4 ALTERNATIONS - CHANGES IN WORK............. 5 VERIFICATION OF CONTRACT DOCUMENTS........... 5 DOCUMENTS TO BE KEPT ON THE JOBSITE.......... 6 ADDITIONAL CONTRACT DOCUMENTS ................ 6 OWNERSHIP OF DRAWINGS ........................ 6 i McClelland asl rredT rveI Con salling Engineers incorporated Fayetteville, Arkansas Section - 00700 Section - 00700 I THE ENGINEER ' 25. 26. 27. 28. 29. 30. 31. ' 32. El I I I I I I I I I Page AUTHORITY OF THE ENGINEER .................... 6 DUTIES AND RESPONSIBILITIES OF THE ENGINEER . 7 REJECTED MATERIAL ... .. ............... ........ 8 UNNOTICED DEFECTS ...... ...................... 8 RIGHT TO RETAIN IMPERFECT WORK ............... 8 LINES AND GRADES 8 SHOP DRAWINGS SUBMITTAL PROCEDURE............ 9 ADDITIONAL DETAIL DRAWINGS AND INSTRUCTIONS.. 10 THE. CONTRACTOR AND HIS EMPLOYEE 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 43. 44. 45. 46. 47. 48. 49. INDEPENDENT CONTRACTOR ...................... SUBCONTRACTING............................... INSURANCE AND LIABILITY.................... INDEMNITY ................................... TAXES AND CHARGES ............................ ORDINANCES, PERMITS, AND LICENSES............ SUPERINTENDENCE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RECEPTION OF ENGINEER'S DIRECTIONS........... SANITATION................................... EMPLOYEES .................................... PROJECT MEETINGS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . SAFETY....................................... CONTRACTOR'S TOOLS AND EQUIPMENT............. . PROTECTION OF WORK AND PROPERTY .............. RESPONSIBILITY OF CONTRACTOR TO ACT IN EMERGENCY...... . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . MATERIALS AND APPLIANCES ..................... CONTRACTORS' AND MANUFACTURERS' COMPLIANCE 10 10 11 15 16 16 16 17 17 17 17 19 19 19 20 20 WITH STATE SAFETY, OSHA, AND OTHER CODE 50. 51. 52. 53. 54. REQUIREMENTS ................................. SUBSTITUTION OF MATERIALS ..................... TESTS, SAMPLES, AND INSPECTIONS.............. ROYALTIES AND PATENTS.... ..................... CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT .................................... CORRECTION OF DEFECTIVE WORK FOUND DURING WARRANTY PERIOD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 21 21 22 22 22 Section - 00700 ii J I MOClelland sr nedwr r Consu1:1a0 .` Engineers Incorporared Foy.rteville, Arkansas I PROGRESS OF THE WORK 55. BEGINNING OF THE WORK ....................... 23 56. SCHEDULES AND PROGRESS REPORTS ............... 23 57. PROSECUTION OF THE WORK ...................... 24 58. ASSIGNMENT ................................... 25 59. OWNER'S RIGHT TO DO WORK ..................... 25 60. OWNER'S RIGHT TO TRANSFER EMPLOYMENT......... 25 61. DELAYS AND EXTENSION OF TIME................. 26 62. LIQUIDATED DAMAGES.......... .................. 28 63. OTHER CONTRACTS .............................. 28 64. USE OF PREMISES .............................. 29 65. SUBSTANTIAL COMPLETION DATE .................. 29 66. PERFORMANCE TESTING .......................... 29 67. OWNER'S USE OF PORTIONS OF THE WORK.......... 30 68. CUTTING AND PATCHING ......................... 30 69. CLEANING UP...... . . . . a _ _ . . . . . . . . . . . . • • • . . 30 PAYMENT 70. PAYMENT FOR CHANGE ORDERS .................... 31 71. PARTIAL PAYMENTS.. . . 34 . . . . . . . . . . . . . . . . a . . a a 72. CLAIMS ....................................... 37 73. NOTICE OF CLAIM FOR DELAY..................... 37 74. RELEASE OF LIENS OR CLAIMS ................... 38 75. FINAL PAYMENT......a..........,.....a..a..... 38 76. NO WAIVER OF RIGHTS .........:................ 38 77. ACCEPTANCE OF FINAL PAYMENT CONSTITUTES RELEASE ..................................... 39 iii Section - 00700 J I McClelland . r.edT net Consulting ` Engineers Incorporated Fayetteville, Arkansas DOCUMENT 00700 GENERAL CONDITIONS These General Conditions contain contractual -legal Articles that establish the requirements and conditions governing responsibility, policy, and procedures that apply during the construction and warranty period. This part of the Contract Documents is t preprinted. Any modifications to the following Articles that are special to the Project under consideration will be made in the Supplementary Conditions. Requirements and conditions that have special significance to the Contract for the contemplated Work on 1 this Project are as set forth in the remaining Sections of these Contract Documents. ' DEFINITIONS Wherever in the Contract Documents the following terms are used, the intent and meaning shall be interpreted as follows: 1. AS APPROVED ' The words "as approved", unless otherwise qualified, shall be understood to be followed by the words "by the Engineer". 2. AS SHOWN, AND AS INDICATED The words "as shown" and "as indicated" shall be understood to be followed by the words "on the Drawings". 3. BIDDER The person or persons, partnership, firm or corporation submitting a Proposal for the Work contemplated. ' 4. CONTRACT The "Contract" is the written agreement covering the performance of the Work and the furnishing of labor, materials, incidental services, tools and equipment in the construction of the Work. It includes supplemental 1 agreements amending or extending the Work contemplated and which may be required to complete the Work in a substantial and acceptable manner. Supplemental ' agreements are written agreements covering alterations, amendments, or extensions to the Contract and include .Contract Change Orders. 1 Section 00700 - 1 MCClellana W o ( ConWlra Enalneere Inaryerarnrea Fap"evllle, Arkansas I( 5. CONTRACT DOCUMENTS The "Contract Documents" consist of the Bidding Requirements, Contract forms, Conditions of the Contract, the Specifications, and the Drawings, including all ' modifications thereof incorporated into the Documents before their execution, and including all other requirements incorporated by specific reference thereof. ' These form the Contract. 6. CONTRACTOR ' The person or persons, partnership, firm, or corporation who enters into the Contract awarded him by the Owner. 7. DAYS Unless otherwise specifically stated, the term "days" will be understood to mean calendar days. 8. DRAWINGS. ' The term "Drawings" refers to the official Drawings, :profiles, cross sections, elevations, details, and other working drawings and supplementary drawings, or ' reproductions thereof, sealed by the Engineer, which show the location, character, dimensions, and details of the Work to be performed. Drawings may either be bound in the same book as the Project Manual or bound separately and are a part of the Contract Documents, regardless of the method of binding. 9. ENGINEER .The person or organization identified as such in the ' Contract. The term "Engineer" means the Engineer or his authorized representative. ' 10. NOTICE The term "notice" or the requirement to notify, as used in the Contract Documents or applicable state or federal ' statutes, shall signify a written communication delivered • in person or by certified or registered. mail to the individual, or to a member of the firm, or to an officer .of the corporation for whom it is intended. Certified or registered mail, shall be addressed to the last business address known to him who gives the notice. Section 00700 - 2 1 ` Ear I. nnginee s incorporated Foy.ttiWII., Arkansas i 11. OR EQUAL The term "or equal" shall be understood to indicate that the "equal" product is the same or better than the product named in the function, performance, reliability, quality, and general configuration. Determination of equality in reference to the Project design requirements will be made by the Engineer. Such "equal" products shall not be purchased or installed by the Contractor without the Engineer's written approval. 12. OWNER ' The person, organization, or public body identified as such in the Contract. ' 13. PLANS (See Drawings) ' 14. SPECIFICATIONS Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards, and workmanship as applied to the Work and certain administrative details applicable thereto. ' Where standard specifications, such as those of ASTM, AASHTO, etc., have been referred to, the applicable portions of such standard specifications shall become a part of these Contract Documents. 15. :NOTICE TO PROCEED ' A written notice given by the Owner to the Contractor (with a copy to the Engineer) fixing the date on which ' the Contract time will commence to run and on which the Contractor shall start to perform his obligation under the Contract. The Notice to Proceed shall be given • within 30 days following execution of the Contract by the Owner. 16. SUBSTANTIAL COMPLETION ' "Substantial Completion" shall be that degree of completion of the Project, or a defined portion of the Project, • sufficient to provide the Owner, at his discretion, the full-time use of the Project or defined portion of the Project for the purposes for which it was intended. Section 00700 - 3 Matlsllana • Erg ,9 nuts er ` rvsl lsers •Inwparalea Fayvlis vllls, Arkansas i Such substantial completion shall not relieve Contractor from liquidated damages should the Owner have added costs '• after the completion date, i.e., if additional construction observation, interest paid, loss of revenue, or other expenses continue to be charged to the Owner. ' 17. WORK ' The word "Work" within these Contract Documents shall include all material, labor, and tools; all appliances, machinery, transportation, and appurtenances necessary to perform and complete the Contract; and such additional items not specifically indicated or described which can be reasonably inferred as belonging to the item described or indicated and as required by good practice to provide ' a complete and satisfactory system or structure. As used herein, "provide" shall be understood to mean "provide complete in -place", that is, "furnish and install". CONTRACT DOCUMENTS 18. INTENT OF CONTRACT DOCUMENTS ' The Contract Documents are complementary, and what is called for by one shall be as binding as if called for ' by all. The intent of the Documents is'to include all Work (except specific items to be furnished by the Owner) necessary for completion of the Contract. Materials or Work described in words when so applied have a well-known technical and trade meaning shall be held to refer to such recognized standards. 19. DISCREPANCIES AND OMISSIONS Any discrepancies or omissions found in the Contract ' Documents shall be reported to the Engineer immediately. The Engineer will clarify discrepancies or omissions, in writing, within a reasonable time. in resolving inconsistencies among two or more Sections of the Contract Documents, precedence shall be given in the following order: 1 1 1 1. CONTRACT 2. SUPPLEMENTARY CONDITIONS 3. SPECIFICATIONS 4. INSTRUCTIONS TO BIDDERS 5. GENERAL CONDITIONS 6. DRAWINGS. NcCIN1ond gl lllnp n ` nwneere InmrOefeleQ Faye"evllle, Arlryneee Section 00700 - 4 • 1 I. 1 1 1 I L Figure dimensions on Drawings shall take precedence over scale dimensions. Detailed Drawings shall take precedence over general. Drawings. It is understood and agreed that the Work shall be performed and completed according to the true spirit, meaning, and intent of these Documents. 20. ALTERATIONS - CHANGES IN WORK The Owner, without notice to the Sureties and without invalidating the Contract, may order changes in the Work within the general scope of the Contract by altering, adding to, or deducting from the Work, the Contract being adjusted accordingly. All such Work shall be executed under the conditions of the original Contract, except as specifically adjusted at the time of ordering such change. In giving instructions, the Engineer may order minor changes in the Work not involving extra cost and not inconsistent with the purposes of the Project, but otherwise, except in an emergency endangering life or property, additions or deductions from the Work shall be performed only in pursuance of an approved Change Order from the Owner, signed or countersigned by the Engineer, or a Change Order from the Engineer stating that the Owner has authorized the deduction, addition, or change, and no claim for additional payment shall be valid unless so ordered. If the Work is reduced by alterations, such action shall not constitute a claim for damages based on loss of anticipated profits. 21. VERIFICATION OF CONTRACT DOCUMENTS The Contractor shall thoroughly examine and become familiar with all of the various parts of these Contract Documents and determine the nature and location of the Work, the general andlocal conditions, and all other matters which can in any way affect the Work under this Contract. Failure to make an examination necessary for this determination shall not release the Contractor from •the obligations of this Contract. The Contractor warrants that no verbal agreement or conversation with any officer, agent, or employee of the Owner, or with the Engineer either before or after the execution of this Contract, has affected or modified any of the terms or obligations herein contained. Section 00700 — 5 I, 1 MC[lallona nedT reel Engin. InasrOoraNa Fayslls villa, Arkansas I Fr Th 1 22. DOCUMENTS TO BE KEPT ON THE JOBSITE H I L_ I H The Contractor shall keep one copy of the Contract Documents on the jobsite, in good order, available to the Engineer and to his representatives. The Contractor shall maintain on a daily basis at the jobsite, and make available to the Engineer on request, one current record set of the Drawings which have been accurately marked up to indicate all modifications in the completed Work that differ from the design information shown on the Drawings. Upon substantial completion of the Work, the Contractor shall give the Engineer one complete set of marked up record Drawings. 23. ADDITIONAL CONTRACT DOCUMENTS The Engineer will furnish to the Contractor on request and free of charge, three copies of the Project Manual and three sets of full-size Drawings. Additional copies of the Project Manual and the Drawings may be obtained on request by paying the price as shown in the Invitation to Bid for the Contract Documents. 24. OWNERSHIP OF DRAWINGS. U. All Drawings, Plans, Specifications, and copies thereof furnished by the Engineer and the Owner are their property. They are not to be used on other work and, with I. the exception of the signed Contract set, are to be returned to them on request at the completion of the Work. Any reuse of these materials without specific written verification or adaptation by the Engineer and the Owner will be at the risk of the user and without liability or legal expense to the Engineer and the Owner. Such user shall hold the Engineer and the Owner harmless I. from any and all damages, including reasonable attorneys' fees, from any and all claims arising from any suchreuse. Any such verification and adaptation by the Engineer and the Owner will entitle the Engineer to further compensation at rates to be agreed upon by the user and the Engineer and the Owner. All models are the property of the Owner. ' THE ENGINEER ' 25. AUTHORITY OF THE ENGINEER The Engineer shall be the Owner's representative during the construction period. His authority and responsibility shall be limited to the provisions set Section 00700 - 6 McClelland ' � � ,Conwltinp Incorporated Faptteellle, Arkaneae ' / ' forth in these Contract Documents. The Engineer shall have the authority to reject Work and material which does not conform to the Contract Documents. However, neither the Engineer's authority to act under this provision, nor any decision made by him in good faith either to exercise or not to exercise such authority, shall give rise to any I. duty or responsibility of the Engineer to the Contractor, any Subcontractor, their respective Sureties, and of their agents or employees, or any other person performing any of the Work. 26. DUTIES AND RESPONSIBILITIES OF THE ENGINEER '• The Engineer will make periodic visits to the site of the Project to observe the progress and quality of the Work and to determine, in general, if the Work is proceeding I. in accordance with the intent of the Contract Documents. He shall not be required to make comprehensive or continuous inspections to check quality or quantity of I. the Work, and he shall not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the Work. Visits and observations made by the Engineer shall not relieve the Contractor of his obligation to conduct comprehensive inspection of the Work and to furnish materials and perform acceptable ' Work, and to provide adequate safety precautions, in conformance with the intent of the Contract. ' The Engineer will make decisions, in writing, on all claims of the Owner or the Contractor arising from interpretation or execution of the Contract Documents. Such decision shall be necessary before the Contractor I. can receive additional money under the terms of the •Contract. Changes in Work ordered by the Engineer will be made in compliance with Article 20, ALTERATIONS - CHANGES IN WORK. One or more construction observers may be assigned to observe the Work for compliance with the Contract Documents and to act in matters of construction under this Contract. It is understood that such Construction observers shall have the power to issue instructions and ' make decisions within the limitations of the authority of the Engineer. The Contractor shall furnish all reasonable assistance required by the Engineer or ' construction observer for proper review of the Work. Construction observers shall not have the power of authority to delete, increase, modify or otherwise change the requirements of the Contract Documents. The above -mentioned observation shall not relieve the Section 00700 - 7 McClelland U V1 ` l Engineers Incorporated Fcyettevllle, Arkansas • Contractor of his obligations to conduct comprehensive inspections of the Work and to furnish materials and perform acceptable Work and to provide adequate safety precautions, in conformance with the intent of the Contract. 27. . REJECTED MATERIAL Any material condemned or rejected by the Engineer or his ' authorized construction observer because of nonconformity with the Contract Documents shall be removed at once from the vicinity of the Work by the Contractor at his own expense, and the same shall not be used on the Work. 28. UNNOTICED DEFECTS I. Any defective Work or material that may be discovered by the Engineer before the final acceptance of Work, or • before final payment has been made, or during the ' guarantee period, shall be removed and replaced by Work and materials which shall conform to the provisions of the Contract Documents. Failure on the part of the Engineer to condemn or reject bad or inferior Work or ' materials shall not be construed to imply. acceptance of such Work or materials. The Owner shall reserve and retain all of its rights and remedies at law against the 'Contractor and its surety for correction of any and all latent defects discovered after the guarantee period. ' 29. RIGHT TO RETAIN IMPERFECT WORK In any part or portion of the Work done or material ,furnished under this Contract shall prove defective and ' not in accordance with the Drawings and Specifications, and if the imperfection in the same shall not be of sufficient magnitude or importance as to make the Work ' .dangerous or unsuitable, or if the removal of such Work will create conditions which are dangerous or undesirable, the Owner shall have the right and authority to retain such Work but shall make such deductions in the final payment therefor as may be just and reasonable. The Owner shall also have the option to require, at no added cost to the Owner, extended warranties, maintenance U. bonds, or other remedies to provide for repair or reconstruction of imperfect Work. ' 30. LINES AND GRADES Lines and grades shall be established as provided in the Supplementary Conditions. All stakes, marks, and other ' -information shall be carefully preserved by the Section 00700 - 8 U n+ccu vi and • ` I Engineers • InarpKared Fayetteville, Arkansas LJ Contractor, and in case of their careless or unnecessary destruction or removal by him or his employees, such stakes, marks, and other information will be replaced at the Contractor's expense. SHOP DRAWINGS SUBMITTAL PROCEDURE The Contractor shall submit six (6) copies to the Engineer for his review, such shop drawings, electrical diagrams, and catalog cuts for fabricated items and manufactured items (including mechanical and electrical equipment) required for the construction. Shop drawings shall be submitted in sufficient time to allow the Engineer not less than 20 regular working days per submittal for examining the shop drawings. These shop drawings shall be accurate, distinct, and complete and shall contain all required information, including satisfactory identification of items, units, and assemblies in relation to the Contract Drawings and Specifications. Unless otherwise approved by the Engineer, shop drawings shall be submitted only by the Contractor, who shall indicate by a signed stamp on the shop drawings, or other approved means, that he (the Contractor) has checked the shop drawings, and that the Work shown is in accordance with Contract requirements and has been checked for dimensions and relationship with Work of all other trades involved. The practice of submitting incomplete or unchecked shop drawings for the Engineer to correct or finish will not be acceptable, and shop drawings which, in the opinion of the Engineer, clearly indicate that they have not been checked by the Contractor will be considered as not complying with the intent of the Contract Documents and will be returned to the Contractor for resubmission in the proper form. When the shop drawings have been reviewed by the Engineer, two (2) sets of submittals will be returned to the Contractor appropriately stamped. If major changes or corrections are necessary, the shop drawings may be rejected and one (1) set will be returned to the Contractor with such changes or corrections indicated, and the Contractor shall correct and resubmit the shop drawings in quadruplicate, unless otherwise directed by the Engineer. No changes shall be made by the Contractor to resubmitted shop drawings other than those changes indicated by the Engineer, unless such changes are clearly described in a letter accompanying the resubmitted shop drawings. Section 00700 - 9 J I MCCIel land fonwltinWE Engineers Incorporated Fayetteville, Arkansas The review of such shop drawings and catalog cuts by the ' Engineer shall not relieve the Contractor from responsibility for correctness of dimensions, fabrication details, and space requirements or for deviations from the Contract Drawings or Specifications unless the ' Contractor has called attention to such deviations in writing by a letter accompanying the shop drawings and the Engineer approves the change or deviation in writing ' at the time of submission; nor shall review by the Engineer relieve the Contractor from the responsibility for errors in the shop drawings. When the Contractor does call such deviations to the attention of the Engineer, the Contractor shall state in his letter • whether or not such deviations involve any deduction or • extra cost adjustment. 1 32. ADDITIONAL DETAIL DRAWINGS AND INSTRUCTIONS The Engineer will furnish, with reasonable promptness, additional instructions by means of drawings or otherwise, if, in the Engineer's opinion, such are required for the proper execution of the Work. All such drawings and instructions will be consistent with the Contract Documents, true development thereof, and reasonably inferable therefrom. ' THE CONTRACTOR AND HIS EMPLOYEES ' 33. INDEPENDENT CONTRACTORS The Contractor shall perform all Work under this Contract as an Independent Contractor and shall noR be considered ' ,as an agent of the Owner or of the Engineer, nor shall • the Contractor's subcontractors or employees by subagents of the Owner or of the Engineer. ' 34. SUBCONTRACTING Within 30 days after the execution of the Contract, the ' Contractor shall submit to the Engineer the names of all subcontractors proposed for the Work, including the names of any subcontractors that were submitted with the ' Proposal. The Contractor shall not employ any subcontractors that the Engineer may object to as lacking capability to properly perform Work of the type and scope ' anticipated. No changes will be allowed from the approved subcontractor list without written approval of ,the Engineer. 1 Section 00700 - 10 1 \ ' McCle Mane ' ` ' Engineers IncorporatedFayetteville, Arkansas I The Contractor agrees that he is as fully I. 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. ' Nothing contained in the Contract Documents shall create any contractual relation between any I. subcontractor and the Owner. 35. INSURANCE AND LIABILITY A. GENERAL The Contractor shall provide (from insurance ' companies acceptable to the Owner) the insurance coverage designated hereinafter and pay all costs. ' Before execution of the Contract, Contractor shall furnish •the Owner with complete copies of all insurance policies and certificates of insurance specified herein showing the type, amount, class of ' operations covered, effective dates, and date of expiration of policies, and containing substantially the following statement. "The insurance covered by ' this certificate will not be cancelled or materially altered, except after 30 days written notice has been received by the Owner". ' In case of the breach of any provision of this Article, the Owner at his option, may take out and maintain, at the expense of the Contractor, such ' insurance as the Owner. may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the Contractor under ' this Contract. B. CONTRACTOR AND SUBCONTRACTOR INSURANCE ' The Contractor shall not execute the Contract or commence Work under this Contract until he has obtained all the insurance required hereunder and I. such insurance has been reviewed and approved by the Owner, nor shall the Contractor allow any subcontractor to commence Work on his subcontract ' until insurance specified below has been obtained. Review of the insurance by the Owner shall not relieve or decrease the liability of the Contractor ' hereunder. Section 00700 - 11 McClelland At wlting ' redY' I �fluineers Incorporated Fayetteville, Arkansas IC C. COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE ' 1 The Contractor shall maintain during the life of • this Contract the statutory Workmen's Compensation, in addition, Employer's Liability Insurance in an ' amount not less than $100,000 for each occurrence, for all of his employees to be engaged in Work on the Project under this Contract and, in case any I. such Work is sublet, the Contractor shall require the subcontractor similarly to provide Workman's Compensation and Employer's Liability Insurance for all of the latter's employees to be engaged in such ' Work. Where Work under this Contract includes any water or navigational exposure, coverage shall be included to cover the Federal Longshoremen's and ' Haborworker's Act and the Federal Jones Act. Employer's Liability Insurance shall be extended to include waiver of subrogation to the Owner. ' D. GENERAL LIABILITY INSURANCE The Contractor shall maintain during the life of I. this Contact such general liability, completed operations and products liability, and automobile liability insurance as will provide coverage for ' claims for damages for personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from performance of the Work under this Contract. The ' general liability policy should also specifically ensure the contractual liability assumed by the Contractor under Article Indemnification. Coverage ' for property damage shall be on a "broad form" basis with no exclusions for "XC & U". Amount of insurance to be provided shall be as shown below: ' 1. Contractor's Comprehensive General Liability Insurance For not less than the following limits of liability: Bodily Injury: $500,000 each occurrence ' $500,000 aggregate Property Damage: $250,000 each occurrence $250,000 aggregate Include the following coverage: Section 00700 - 12 ' \ / C0WoOCM Engine rs Inoorporarotl Foystt*0 e, Arkoneoe ' o Waiver of all "XCU" exclusions. ' O Broad Form Property Damage and Personal Injury Liability. o Independent Contractor's Coverage ' 2. Contractor's Comprehensive Automobile Liability Insurance ' For not less than the following limits of liability: Bodily Injury: $ 500,000 each person • $1,000,000 each occurrence Property Damage: $ 100,000 each occurrence ' OR ' Bodily. Injury and Property Damage: $1,000,000 combined single limit each occurrence. Include Hired car and Non -Ownership Coverage. 3. Contractor's Excess Umbrella policy: $1,000,000 limit of liability policy shall be provided. ENGINEER SHALL BE INCLUDED AS ADDITIONAL INSURED: Insurance certificates furnished by the Contractor and/or subcontractor(s) shall include the Engineer as an "Additional Insured" for all Liability and Property Damage policies. ' In the event any Work under this Contract is performed by a subcontractor, the Contractor shall ' be responsible for any liability directly or • indirectly arising out of the Work performed under this Contract by a subcontractor, which liability I. is not covered by the subcontractor's insurance. The Contractor's and any subcontractor's general liability and automobile, liability insurance ' policies shall include the Owner and Engineer, their officers, agents, and employees as additional insureds for any claims arising out of Work performed under this Contract. • • Section 00700 - 13 ' MC[lsllond • wpo"np ' Enpinsera Inoorporatad Foyellevllle, Arkansas I 1 E. BUILDER'S RISK ALL-RISK INSURANCE ' Unless otherwise modified in the Supplementary Conditions, the Contractor shall secure and maintain • during the life of this Contract, Builders Risk All ' Risk Insurance coverage in an amount equal to the full replacement value of structures, equipment, • electrical, and mechanical systems only. Such I. insurance shall not exclude coverage for earthquake, landslide, flood, collapse, blasting, or loss due • to the results of faulty workmanship and shall provide for losses to be paid to the Contractor, ' Subcontractor, and the owner as their interests may appear. I. F. OWNER'S AND CONTRACTOR'S PROTECTIVE LIABILITY INSURANCE Ii The contractor's shall, at his expense, provide the Owner with an Owner's and Contractor's Protective Liability Insurance Policy naming the Owner as the named insured and the Engineer, its architects and ' engineers, and each of their officers, agents, and employees as additional insured under that policy, said policy to protect said parties from claims which may arise from operations under the Contract. Limits of policy coverage shall be: ' Bodily Injury: $ 500,000 each person $1,000,000 aggregate I. Property Damage $ 250,000 each person $ 250,000 aggregate OR $1,000,000 combined -single limit each _ ' occurrence/aggregate. G. INSURANCE COVERAGE FOR SPECIAL CONDITIONS When the construction is to be accomplished within a public or private right-of-way requiring special • insurance coverage, the Contractor shall conform to I. the particular requirements and provide the required insurance. The Contractor shall include in his liabilitypolicy all endorsements that the said authority may require for the protection of the ' authority, its officers, agents and employees. Section 00700 - 14 McClelland U. Ecorporas incorporated Fayellevllle, Arkansas 1 J I. , Insurance coverage for special conditions, when required, shall be provided as set forth in the Supplementary Conditions. H. NO PERSONAL LIABILITY OF PUBLIC OFFICIALS ' In carrying out any of the provisions hereof in exercising any authority granted by the Contractor, there will be no personal liability upon any public official. 36. INDEMNITY ' The Contractor shall indemnify and hold harmless the • owner, the Engineer, and their agents and employees from and against damages, losses, and expenses including I. attorney's fees, up to the amount of the Contract price, 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 or to 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 act or omission of the Contractor, any subcontractor, anyone directly or • indirectly employed by any of them or anyone for whose ' acts any of them may be liable, provided that such claims, damages, losses, and expenses are not proximately caused by the negligence of any indemnitee in the design, :or by the sole negligence of any indemnitee in the inspection of the Work that is the subject of this construction Contract. ' In any and all claims against the owner, the Engineer, or any of their agents or employees by any employee of ,the Contractor, any subcontractor, anyone directly or !indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnification ;obligation under this Article 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 or any subcontractor under Workmen's Compensation Acts, Disability Benefit Acts, or other Employee Benefit Acts. Section 00700 - 15 IL Mecle/land n.dT consamnv Engineers IncoraorafaJ Fayslfevllls, Arkansas 37. TAXES AND CHARGES ' The Contractor shall withhold and pay any and all sales and use taxes, including any and all change of taxes thereof, and all withholding taxes, whether state or ' federal, and pay all Social Security charges and also all State Unemployment Compensation charges, and pay or cause to be withheld, as the case may be, any and all taxes, charges, or fees or sums whatsoever, which are now or may • hereafter be required to be paid or withheld under any laws. ' 38. ORDINANCES, PERMITS, AND LICENSES The Contractor shall keep himself informed of all local ' :ordinances, as well as state and federal laws, which in any manner affect the Work herein specified. The Contractor shall at all times comply with said • ' ordinances, laws, and regulations, and protect and indemnify the Owner, the Engineer and their respective employees, and its officers and agents against any claim or liability arising from or based on the violation of any such laws, ordinances, or regulations up to the amount of the Contract Price. All permits, licenses, and • inspection fees necessary for prosecution and completion ' of the Work shall be secured and paid for by the Contractor, unless otherwise specified. 39. SUPERINTENDENCE ' The Contractor shall keep on the Work, during its progress, competent supervisory personnel. The ' .Contractor shall designate, in writing, before starting Work, one authorized representative who shall have complete authority to represent and to act for the ' .Contractor. The Contractor shall give efficient supervision to the Work, using his best skill and ,attention. The Contractor shall be solely responsible .for all construction means, methods, techniques, and procedures, and for providing adequate safety precautions and coordinating all portions of the Work under the Contract. It is specifically understood and agreed that ' the Engineer, its employees and agents, shall not have control or charge of and shall not be responsible for the .construction means, methods, techniques, procedures, or for providing adequate safety precautions in connection with the Work under the Contract. I Section 00700 - 16 L / MCLle florid -ul Lonwkigp Engineers Incorporated Fayette will e, Arkansas r S. 40. RECEPTION OF ENGINEER'S DIRECTION The superintendent, or other duly authorized representative of the Contractor, shall represent the Contractor in all directions given to him by the Engineer. Such directions of major importance will be confirmed in writing. Any direction will be so confirmed, in each case, on written request from the ' Contractor. 41. SANITATION ' Sanitary conveniences conforming to state and local codes shall be erected and maintained by the Contractor at all times while workers are employed on the Work. The ' sanitary conveniences facilities shall be as approved by the Engineer. ' 42. EMPLOYEES The Contractor shall employ only men or women who are competent and skillful in their respective line of work. .Whenever the Engineer or Owner shall notify the Contractor that any person on the Work is, in their opinion, incompetent, unfaithful, or disorderly or ' refuses to carry out the provisions of this Contract or uses threatening or abusive language to any person representing the Owner on the Work, or is otherwise ' unsatisfactory, such person shall be immediately discharged from the Project and shall not be re-employed thereon except with the consent of the Engineer by the Owner. 43. PROJECT MEETINGS ' The Engineer may conduct Project meetings, as he deems necessary, for the purposes of discussing and resolving matters concerning the various elements of the Work. ' Time and place for these meetings and the names of persons required to be present shall be as directed by the Engineer. Contractor shall comply with these attendance requirements and shall also require his subcontractors to comply. 44. SAFETY The Contractor shall be solely and completely responsible for conditions of the jobsite, including safety of all persons (including employees) and property during performance of the Work. This requirement shall apply Section 00700 - 17 ' wrccnu.na nginooga oen InccepdrporoNd Fanttevlll.. Arkanoao ' continuously and not be limited to normal working hours. Safety provisions shall conform to U.S. Department of Labor; (OSHA); the State Labor Department Laws; all other applicable federal, state, county, and local laws, ordinances, and codes; the requirements set forth below; and any regulations that may be detailed in other parts I. of these Documents. Where any of these are in conflict, the more stringent requirements shall be followed. The Contractor's failure to thoroughly familiarize himself ' with the aforementioned safety provisions shall not relieve him from compliance with the obligations and penalties set forth herein. ' The Contractor shall develop and maintain for the duration of this Contract, a safety program that will effectively incorporate and implement all required safety I. provisions. The Contractor shall appoint an employee who .is qualified and authorized to supervise and enforce compliance with the safety program. ' The duty of the Engineer to conduct construction review of the Contractor's performance is not intended to include a review or approval of the adequacy of the I. Contractor's safety supervisor, the safety program, or any safety measures taken in, on, or near the construction site. ' The Contractor, as a part of his safety program, shall maintain at his office, or other well-known place at the II jobsite, safety equipment applicable to the Work as .prescribed by .the aforementioned authorities, all articles necessary for giving first aid to the injured, and shall establish the procedure for the immediate ' removal to a hospital of a doctor's care of persons (including employees) who may be injured on the jobsite. Ii If death or serious injuries or serious damages are caused, the accident shall be reported immediately by telephone or messenger to both the Engineer and the ' !Owner. In addition, the contractor must promptly report in writing to the Engineer all accidents whatsoever arising out of, or in connection with, the performance •of the Work whether on, or adjacent to the site, giving ' :full details and statements of witnesses. ;If a claim is made by anyone against the Contractor or :any subcontractor on account of any accident, the Contractor shall promptly report the facts in writing to :the Engineer, giving full details of the claim. 1 Section 00700 - 18 ' McClelland , � ConsWHne Incorporated FayeHavltle, Arkansas I•( 1 45. CONTRACTOR'S TOOLS AND EQUIPMENT • The Contractor's tools and equipment used on the Work shallbe furnished in sufficient quantity and of a capacity and type that will safely perform the Work I specified, and shall be maintained and used in a manner that will not create a hazard to persons or property, or cause a delay in the progress of the Work. 46. PROTECTION OF WORK AND PROPERTY The Contractor shall at all times safely guard the I Owner's property from injury or loss in connection with this Contract. The Contractor shall at all times safely guard and protect from damage his own Work, and that of ' adjacent property (as provided by law and the Contract Documents). All passageways, guard fences, lights, and • other facilities required for protection by federal, • state, or municipal laws and regulations and local conditions, must be provided and maintained. • The Contractor shall protect his Work and materials from ' damage due to the nature of the Work, the elements, • carelessness of other Contractors, or from any cause whatever until the completion and acceptance of the Work. I. All loss or damages arising out of the nature of the Work to be done under these Contract Documents, or from any unforeseen obstruction or defects which may be ' .encountered in the prosecution of the Work, or from the action of the elements, shall be sustained by the Contractor. I. In addition, the Contractor shall take special precautions to prevent the "flotation" of all tanks and structures prior to their final acceptance and filling ' for beneficial use. The Contract price shall include all costs associated with such special precautions. Also, the Contractor shall not load or permit any part of any structure to be loaded with a weight that will endanger its safety or its structural integrity. ' 47. RESPONSIBILITY OF CONTRACTOR TO ACT IN EMERGENCY .In case of an emergency which threatens loss or injury ' of property, and/or safety of life, the Contractor shall act, without previous instructions from the Owner or Engineer, as the situation may warrant. The Contractor shall notify the Engineer thereof immediately thereafter. Sections 00700 - 19 ' MCClellane Engineers ' Enpineers Inearaorolee Foy.ttevllle, Arkansas 1 r 1 ' Any claim for compensation by the Contractor, together I. with substantiating documents in regard to expense, shall be submitted to the Owner through the Engineer and the amount of compensation shall be determined by agreement. ' 48. MATERIALS AND APPLIANCES Unless otherwise stipulated, the Contractor shall provide I. and pay .for all materials, labor, water, tools, equipment, light, power, transportation, and other facilities necessary for the execution and completion of I. the Work. Unless otherwise specified, all material shall be new, and both workmanship and materials shall be of good I. quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. ' In selecting and/or approving equipment for installation in the Project, the Owner and Engineer assume no responsibility for injury or claims resulting from ' failure of the equipment to comply with applicable national, state, and local safety codes or requirements, or the safety requirements of a recognized agency, or ' failure due to faulty design concepts, or defective workmanship and materials. 49. CONTRACTOR'S AND MANUFACTURERS' COMPLIANCE WITH STATE ' SAFETY, OSHA, AND OTHER CODE REQUIREMENTS. The completed Work shall include all necessary permanent ' safety devices, such as machinery guards and similar ordinary safety items required by the state and federal (OSHA) industrial authorities and applicable local and ' national codes. Further, any features of the Work (including Owner -selected equipment) subject to such safety regulations shall be fabricated, furnished, and ' installed in compliance with these requirements. Contractors and manufacturers of equipment shall be held responsible for compliance with the requirements included herein. Contractors shall notify all equipment suppliers and subcontractors of the provisions of this Article. 50. SUBSTITUTION OF MATERIALS. Except for Owner -selected equipment items and items where ,no substitution is clearly specified, whenever any material, article, device, product, fixture, form, type 'or construction, or process is indicated or specified by Section 00700 - 20 IL ' MCC/.Stand CaneWrate ncorpoers Inoorporafed Foysrrevllle, Arkansas Ir. • patent or proprietary name, by name of manufacturer, or ' by catalog number, such specifications shall be deemed to be used for the purpose of establishing a standard of • quality and facilitating the description of the material or process desired. This procedure is not.to be • ' corvstnni as eliminating franc c upetiticn other prcdu cts of equal or better quality by other manufacturers where fully suitable in design, and shall be deem to be •' followed by the words "or equal". The Bidder may, in such cases, submit complete data to the Engineer (with his Bid Proposal, as stipulated hereinbefore) for ' consideration which be subof arrti� material, type, or process shall substantially equal in every respect to that so indicated or specified. Substitute materials shall not be used unless approved in writing. The Owner or his ' authorized agent will be the sole judge of the substituted article or material. ' 51., TESTS, SAMPLES AND INSPECTIONS The Contractor shall furnish, without extra charge, the necessary test pieces and samples, including facilities I. and labor for obtaining the same, as requested by the Engineer. When required, the Contractor shall furnish certificates of tests of materials and equipment made at I. the point of manufacture by a recognized testing laboratory. The Owner, Engineer, authorized government agents, and their representatives shall at all times be provided safe access to the Work wherever it is in preparation or progress, and the Contractor shall provide facilities for I. such access and for inspection, including maintenance of temporary and permanent access. I. If the Specifications, the Engineer's instructions, laws, ordinances, or any public authority requires any Work to be specially tested or approved, the Contractor shall give timely notice of its readiness for inspection. Inspections to be conducted by the Engineer will be promptly made, and where practicable, at the source of supply. If any Work should be covered up without I. approval or consent of the Enqineer, it shall be uncovered for examination at the Contractor's expense. I Section 00700 - 21 I I MCCle fiend ne� Consulting Engineers a gel ���� In ed Fayettevilfe, Arkansas I 52. ROYALTIES AND PATENTS ' The Contractor shall pay all royalty and license fees, unless otherwise specified. The Contractor shall defend all suits and claims for infringement of any patent I. rights and shall save the Owner and the Engineer harmless from any and all loss, including reasonable attorneys' fees, on account thereof, up to the amount of the Contract Price. 53. CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT ' If the Work should be stopped under an order of any court or other public authority for a period of more than 3 months, through no act or fault of the Contractor, its ' Subcontractors, or respective employees or agents, then the Contractor may, upon 15 days' written notice to the :Owner and the Engineer, if said default has not been ' cured, stop Work to terminate this Contract and recover from the Owner payment for the reasonable value of Work performed. ' 54. ,CORRECTION OF DEFECTIVE WORK FOUND DURING WARRANTY PERIOD The Contractor hereby agrees to make, at his own expense, all repairs or replacement necessitated by defects in materials or workmanship, supplied under terms of this Contract, and pay for any damage to other work resulting , from such defects, which become evident within 1 year ' after the date of final acceptance of the Work or within 1 year after the date of substantial completion established by the Engineer for specified items of ' 'equipment, or within such longer period of time as may be prescribed by law or by the terms of any applicable 'special guarantee required by the Contract Documents. ' .The Contractor further assumes responsibility for a similar guarantee for all Work and materials provided by subcontractors or manufacturers of packaged equipment components. The effective date for the start of the ' guarantee or warranty period for equipment qualifying as ,substantially complete is defined in Article 16, SUBSTANTIAL COMPLETION, and Article 65, SUBSTANTIAL ' COMPLETION DATE, in these General Conditions. The Contractor also agrees to hold the Owner and the Engineer harmless from liability of any kind arising from damage ' due to said defects. The Contractor shall make all repairs and replacements promptly upon receipt of written order for same from the Owner. If the Contractor fails to make the repairs and replacements promptly, the Owner 'may do the Work, and the contractor and his Surety shall Section 00700 - 22 McClelland ' ncorr I Engineers incorporated Foyetteville, Arkansas I If u be liable for the cost thereof. Any additional ' requirements for the Project relative to correction of defective Work after final acceptance are set forth in the Supplementary Conditions. PROCESS OF THE WORK 55. BEGINNING OF THE WORK I. Before Work shall be started and materials ordered, the Contractor shall meet and consult with the Owner and/or Engineer relative to materials, equipment, and all arrangements for prosecuting the Work. 56. SCHEDULES AND PROGRESS REPORTS .The Contractor shall submit to the Owner such schedule ' of quantities and costs, progress schedules, payrolls, • reports, records, and other data as the Owner may request .concerning Work performed or to be performed under this Contract. Construction Schedule Requirements: The Contractor shall comply with the following requirements concerning construction scheduling and payments: The Contractor shall submit a construction schedule of ' the bar graph type (or other approved type) prior to the pre -construction conference showing the following •information as a minimum: a. Date of Notice to Proceed with Contract Work ' b. Actual date construction is scheduled to start • if different from the date of Notice to Proceed. c. Contract completion date. d. Beginning and completion dates for each phase of Work. e. The dates at which special detail drawings are required. 1 Section 00700 - 23 MCCle flood ' o CunwlNna Ecolnsen Incorporated Fayelfevllle, Arkansas 1 / f. Respective dates for submission of shop drawings and the beginning of manufacture, the testing of, and the installation of materials, supplies, and equipment. g. All construction milestone dates. h. A separate graph showing Work placement in dollars versus Contract time. The schedule shall incorporate approved Contract changes. The schedule shall be maintained in an up-to-date • condition monthly and shall be available for inspection at the construction site at all times. The construction schedule shall be submitted inconjunction with and/or in addition to any other requirements concerning schedule within these I. Specifications. THE CONSTRUCTION SCHEDULE SHALLBE UPDATEDAND SUBMITTED WITH EACH MONTHLY. REQUEST FOR PAYMENT. SHOULD THE II CONTRACTOR FALL BEHIND SAID SCHEDULE, HE SHALL PRESENT IN WRITING TO THE OWNER A REVISED PLAN OF ACTION TO COMPLETE THE PROJECT ON TIME. METHODS MAY INCLUDE, BUT ' ARE NOT LIMITED TO ADDITIONAL MANPOWER, EQUIPMENT, WORKING OVERTIME, ETC., AS MAY BE REQUIRED. ALSO, THE CONSTRUCTION SCHEDULE SHALL BE REVISED ACCORDINGLY. 1 FAILURE TO SUBMIT SUCH REVISED CONSTRUCTION SCHEDULE AND WRITTEN EXPLANATION SHALL BE REASON TO WITHHOLD PAYMENT ENTIRELY OR REDUCE PAYMENT SUBSTANTIALLY. 1 57. :PROSECUTION OF THE WORK It is expressly understood and agreed that the time of 1 beginning, rate of progress, and time of completion of the Work are the essence of this Contract. The Work shall be prosecuted at such time, and in or on such part or 1 :parts of the Project as may be required, to complete the Project as contemplated in the Contract Documents and the approved construction schedule. .If the Contractor desires to carry on Work at night or outside the regular hours (7:00 a.m. to 6:00 p.m., Monday through Friday). he shall first obtain the permission of 1 .the Engineer. He shall also give timely notice to the Engineer to allow satisfactory arrangements to be made .for observation of the Work in progress. If the Work to be done "after hours" requires the full-time presence of 1 Section 00700 - 24 1 J 1 McCla Tana COnwlllnp E,glne lnCOraOratrafea Faye"evius, Arkansas • a representative of the Engineer, then •the Contractor must reimburse the Owner for payments made to the Engineer for this purpose. The cost of additional engineering services will be based upon actual hours worked (labor cost x 3) plus out-of-pocket expenses such as lodging, mileage, materials, etc. Otherwise, the Contractor may perform I. clean-up work only outside of regular hours (including Saturdays and Sundays). No Work will be accomplished on holidays. ' 58. ASSIGNMENT Neither party to the Contractor shall assign the Contract ' .or sublet it as a whole, without the written consent of the other, nor shall the Contractor assign any monies dues or to become due to him hereunder without the ' ;previous written consent of the Owner. 59. OWNER'S RIGHT TO DO WORK Ii If the contractor should, in the opinion of the Engineer, neglect to prosecute the Work properly or should neglect or refuse at his own cost to take up and replace Work as I. shall have been rejected by the Engineer, then the Owner shall notify the surety of the condition, and after 10 days' written notice to the Contractor and the Surety, ,or without notice if an emergency or danger to the Work ' or public exists, and without prejudice to any other right which the Owner may have under the Contract, take :over that portion of the work which has been improperly ' executed or uncompleted, and make good the deficiencies and deduct the cost thereof from the payments then or ,thereafter due the Contractor, and if such payments are not sufficient thereof, charge the cost to the Contractorand its surety. ' 60. OWNER'S RIGHT TO TRANSFER EMPLOYMENT :If the Contractor should abandon the Work or should be adjudged bankrupt, or if he should make a general :assignment for the benefit of his creditors, of if a 'receiver should be appointed on account of his insolvency, or if he should persistently or repeatedly ' refuse or should fail, except in cases for which extension of time is provided, to supply enough properly skilled workers or proper materials, or if he should fail to make prompt payment to subcontractors for material or 'labor, or persistently disregard laws, ordinances, or the Section 00700 - 25 MCClelleno Pno Incorporated Foyettevllle, Arkansas Ir • instructions of the Engineer, or otherwise be guilty of a substantial violation of any provision of the Contract I. or any laws or ordinance, then the Owner may, without prejudice to any other right or remedy, and after giving the Contractor and Surety 7 days' written notice, transfer the employment for said Work from the Contractor to the Surety. Upon receipt of such notice, such Surety shall enter upon the premises and take possession of all materials, tools, and appliances thereon for the purpose of completing the Work included under this Contract and employ, by Contract and otherwise, any qualified person or persons to finish the Work and provide the materials • therefor, in accordance with the Contract Documents, 1 without termination of the continuing full force and effect of this Contract. In case of such transfer of employment to such Surety, the Surety shall be paid in its own name on estimates according to the terms hereof without any right 1 of the Contractor to make any claim for the same or any part thereof. • If after the furnishing of said written notice to the ' Surety, the Contractor and the Surety still fail to make reasonable progress on the performance of the Work, the Owner may terminate the employment of the Contractor and II take possession of the premises and of all materials, tools and appliances, thereon and finish the Work by whatever method he may deem expedient and charge the cost thereof to the Contractor and Surety. In such case, the • Contractor shall not be entitled to receive any further payment until the Work is finished. If the expense of completing the Contract, including compensation for additional managerial and administrative services, shall exceed such unpaid balance, the Contractor and the Surety .shall pay the difference to the Owner. 1 61. •DELAYS AND EXTENSION OF TIME If the Contractor is delayed in the progress of the Work by any separate Contractor employed by the Owner, or by strikes, lockouts, fire, excessive adverse weather 'conditions not reasonably anticipated (on the basis of ' official weather records from the past ten years minimum, from the locality involved), or acts of God, the .Contractor shall, within 48 hours of the start of the 1 occurrence, give written notice to the Owner of the cause of the potential delay and estimate the possible time extension involved, and within 7 days after the cause of the delay has been remedied, the Contractor shall give 1 Section 00700 - 26 IL McClelland I. Canmlflnp Incorporated Fo/ettevffe, Arkansas 1 � 1 I written notice to the Owner of any actual time extension I. requested as a result of the aforementioned occurrence; then the Contract time may be extended by Change Order for such reasonable time as the Engineer determines. It is agreed that no claim shall be made or allowed for any ' damage which may arise out of any delay caused by the above referenced acts or occurrences, other than claims for the appropriate extension of time. ' No extension of time will be granted to the Contractor for.delays occurring to parts of the Work that have no I. measurable impact on the completion of the total Work under this Contract; nor will extension of time be granted for delays to parts of Work that are not located on the critical path if the Critical Path Method (CPM) is used for scheduling the Work. No extension of time will be considered for weather ' conditions normal to the area in which the Work is being performed. Unusual weather conditions, if determined by the Engineer to be a severity that would stop all I. progress of the Work, may be I considered as cause for an extension of Contract completion time. The Contractor shall provide official . documentation of weather conditions experienced versus •those anticipated as described above. 1 Delays in delivery of equipment or material purchased by the Contractor or his subcontractors (including Owner -selected) equipment shall not be considered as a just cause for delay. The Contractor shall be fully ' responsible for the timely ordering, scheduling, expediting, delivery, and installation of all equipment and materials. Within a reasonable period after the Contractor submits to the Owner a written request for an extension of time, the Engineer will present his written opinion to the •Owner as to whether an extension of time is justified, • and, if so, his recommendation as to the number of days for time extension. The Owner will make the final decision on all. requests for extension of time. In no event shall the Contractor be entitled under this Contract to collect or recover any damages, loss, or expense incurred by any delay other than as caused by the Owner, as stipulated in Article 73, NOTICE OF CLAIM FOR ' DELAY. Section 00700 - 27 McClellan• dTo 1 Engineers ` Engineers Inarperaled Fayetteville, Arkansas 1 , I 62. LIQUIDATED DAMAGES The Work shall begin at the time stated in the Notice to Proceed issued by the Owner to the Contractor and shall be completed within the number of consecutive calendar I. days, or by the calendar date, stated in the accepted Proposal and Contract. The time shall be computed fromand including the date stated in the Notice to Proceed. It is agreed that time is of the essence of this Contract. The Contractor agrees that said Work shall be prosecuted 1 regularly, diligently, and uninterruptedly at such rate or 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 herein is a reasonable time for the completion of the same, I. taking into consideration the average climatic range and usual construction conditions prevailing in this locality. I. 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 1 the Contractor does hereby agree, as a part consideration for the awarding of this Contract, a penalty put as liquidated damages for such breach of Contract, as 1 hereinafter set forth, for each and every calendar day that the Contractor shall be in default after the time stipulated in the Contract for completing the Work. 1 The said amount is fixed and agreed upon by and between the Contractor and the Owner because of the .impracticability and extreme difficulty of fixing and ascertaining the actual damages which the Owner would in such event sustain, and said amount shall be retained from time to time by the Owner from current periodic pay estimates. 63. OTHER CONTRACTS 1 The Owner reserves connection with the other . Contractors introduction and s execution of their •coordinate his Work 1 Section 00700 - 28 1 the right to let other Contracts in Work. The Contractor shall afford reasonable opportunity for the torage of their materials and the Work and shall properly connect and with theirs. I McClelland 1 rnd io rya! ConMJ Sting nroer Engineers p Inacovporatea Fayetlevllle, Arkansas r • If any part of the Work under this Contract depends on 1 the prior acceptable completion of Work by others under separate Contract(s), the Contractor shall inspect and • promptly report to the Engineer any defects in such Work that would adversely affect the satisfactory completion of the Work under this Contract. The Contractor's failure to so inspect and report shall constitute • acceptance of the Work by others as being suitable for the proper reception and completion of the Work under this Contract, excluding, however, those defects in the • Work by others that occur after the satisfactory 1 completion of the Work specified hereunder. 64. USE OF PREMISES I. The Contractor shall confine his equipment, the storage of materials, and the operation of his workers to limits shown on the Drawings or indicated by law, ordinances, ' permits, or directions of the Engineer, and shall not unreasonably encumber the premises with his materials. •The Contractor shall provide, at his own expense, the • necessary rights -of -way and access to the Work which may 1 be required outside the limits of the Owner's property. 65. SUBSTANTIAL COMPLETION DATE ' The Engineer may, at his sole discretion, issue a written notice of substantial completion for the purpose of 1 establishing the starting date for specific equipment guarantees, and to establish the date that the Owner will assume the responsibility for the cost of operating such equipment. Said notice shall not be considered as final ;acceptance of any portion of the Work or relieve the 'Contractor from completing the remaining Work within the ;specified time and in full compliance with the Contract 1 Documents. Such substantial completion shall not relieve the 1 :Contractor from liquidated damages should the Owner have •added costs after the completion date, i.e., if additional construction observation, interest paid, loss of revenue, or other expenses continue to be charged to the Owner. Substantial completion of an operating facility shall be 1 ,that degree of completion that will provide a minimum of 7 continuous work days of successful operation in which all performance and acceptance testing has been 1 ;successfully demonstrated to the Engineer. All equipment Section 00700 - 29 1 J =C19McClelland ling n°d r° M! Engineers Incorporated Faysllevllls, Arkansas I :contained in the Work, plus all other components ' ;necessary to enable the Owner to operate the facility in the manner that was intended, shall be complete on the substantial completion date. See "SUBSTANTIAL COMPLETION" under Article DEFINITIONS, of these General ' Conditions. 66. PERFORMANCE TESTING ' 'Operating equipment and systems shall be performance tested in the presence of the Engineer to demonstrate compliance with the specified requirements. Performance ' testing shall be conducted under the specified design operating conditions or under such simulated operating conditions as recommended or approved by the Engineer. ' .Schedule such testing with the Engineer at least 1 week in advance of the planned date for testing. 67. OWNER'S USE OF PORTIONS OF THE WORK The Owner shall have the right to take possession of and :use any completed or partially completed portions of the ,Work. Such use shall not be considered as final acceptance of any portion of the Work, not shall such use :be considered as cause for an extension of the Contract I ,completion time, unless authorized by a Change Order iissued by the Owner. ' 68. ICUTTING AND PATCHING ,The Contractor shall do all cutting, fitting, or 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 Work of other Contractors shown upon or 'reasonable implied by the Drawings. Any defective Work ' ;or material, performed or furnished by the Contractor, that may be discovered by the Engineer before the final .acceptance of the Work or before final payment has been !made, shall be removed and replaced or patched, in a :manner as approved by the Engineer at the expense of the Contractor. ' 69. ;CLEANING UP The Contractor shall, at all times, at his own expense, keep property on which Work is in progress and the adjacent property free from accumulations of waste material or rubbish caused by employees or by the Work. Section 00700 - 30 Ad I. � McClelland ned 70 l Canea"inp Ergingrs Incorporated Fays"erllls, Arkansas I I Upon completion of the construction, the Contractor shall I. at his own expense, remove all temporary structures, rubbish, and waste materials resulting from his. operations. ' PAYMENT 70. PAYMENT FOR CHANGE ORDERS Payment or credit for any alternations covered by a Change Order shall be determined by one or a combination of the methods set forth in A. B, or C below as applicable: IA. UNIT PRICES. If applicable, those unit prices stipulated in the Proposal, shall be utilized. If such Unit Prices are not applicable, the Contractor and owner may utilize Unit Prices as mutually agreed upon. B. LUMP SUM. A total lump sum for the Work may be negotiated as mutually agreed upon by the Contractor and Owner. In."A" and "B" above, Contractor's quotations for Change Orders shall be in writing and firm for a period of 90 days. Any compensation paid in conjunction with the ' terms of a Change Order shall comprise total compensation due the Contractor for the Work or alteration defined in the Change Order. By signing the Change Order, the Contractor acknowledges that the stipulated compensation includes payment for the Work or alteration plus all payment for the interruption of schedules, extended overhead, delay or any other impact claim or ripple effect, and by such signing specifically waives any reservation or claim for additional compensation in respect to the subject of the Change Order. I. The Owner's request for quotations on alterations to the Work shall not be considered authorization to proceed ;with the Work prior to the issuance of a formal Change ' Order, nor shall such request justify any delay in existing Work. Lump Sum quotations for alterations to the Work shall include substantiating documentation with an itemized breakdown of Contractor and subcontractor costs, including labor, material, rentals, approved services, overhead, and profit calculated as specified under "C" below. Section 00700 - 31 pMccl.Iland l Enginnaars lnwpormad Fay.ttevllls. Arkansas 10 Ir C. FORCE ACCOUNT WORK. If the method of payment cannot I. be agreed upon prior to the beginning of the Work, and the Owner or the Engineer directs that the Work be done by written Change Order or on a force account basis, then the Contractor shall furnish ' labor, equipment, and materials necessary to complete the Work in a satisfactory manner and within a reasonable period of time. For the Work performed, payment will be made for the documented actual cost of the following: I. 1. Labor, including foremen, who are directly assigned to the force account Work: (actual payroll cost, including wages, fringe benefits as established by negotiated labor agreements, labor insurance, and labor taxes as established by law). No other fixed labor burdens will be considered, unless approved in writing by the Owner. 2. Material delivered and used on the designated Work, including sales tax, if paid by the Contractor or ' his subcontractor. 3.. Rental, or equivalent rental cost of equipment, I. including necessary transportation for items having a value in excess of $100. ' 4e Additional bond, as required and approved by the Owner. 5. Additional insurance (other than labor insurance) as required and approved by the Owner. To costs under 70C, FORCE ACCOUNT WORK, there will be added the following fixed fees for the Contractor or ' .subcontractor actually performing the Work. 'A fixed fee not to exceed 15 percent of the cost of all I: items above. The added fixed fees shall be considered to be full •compensation, covering the cost of general supervision, ' :overhead, profit, and any other general expense. .The Owner reserves the right to furnish such materials ' ;and equipment as he deems expedient, and the Contractor shall have no claim for profit or added fees on the cost :of such materials and equipment. Section 00700 - 32 McClelland f� lcraorne Engineers n Inaorpora/ed Fayslbvllle, Arkansan For equipment under Item 3 above, rental or equivalent ' rental cost will be allowed for only those days or hours during which the equipment is in actual use. Rental and transportation allowances shall not exceed the current rental rates prevailing in the locality. The rentals ' allowed for equipment will, in all cases, be understood to cover all fuel, supplies, repairs, and renewals, and no further allowances will be made for those items, unless specific agreement to that effect is made. The Contractor shall maintain his records in such a ' manner as to provide a clear distinction between the direct cost of Work paid for a force account basis and the. costs of other operations. The Contractor shall furnish the Engineer report sheets in duplicate of each I. day's force account Work no later than the working day following the performance of said Work. The daily report sheets shall itemize the materials used, and shall cover the direct .cost of labor and the charges for equipment rental, whether furnished by the Contractor, subcontractor, or other forces. ' The daily report sheets shall provide names or identifications and classifications of workers, the hourly rate of pay and hours worked, and also the size, ' ,type, and identification number of equipment and hours operated. ' Material charges shall be substantiated by valid copies of vendors' invoices. Such invoices shall be submitted with the daily report sheets, or, if not available, they shall be submitted with subsequent daily report sheets. ' Said daily report sheets shall be signed by the Contractor or his authorized agent. To receive partial payments and final payment for force account Work, the Contractor shall submit in a manner approved by the Engineer, detailed and complete documented verification of the Contractor's and any of his subcontractors' actual current costs involved in the force account Work pursuant to the issuance of an approved Change order. Such costs shall be submitted within 30 days after said Work has been performed. I ;No payment will be made for Work billed and submitted to the Engineer after the 30 -day period has expired. No extra or additional Work shall be performed by the ;Contractor, except in an emergency endangering life or :property, .unless in pursuance of a written Change Order, Section 00700 - 33 McGelland ' LonwHing ' rvel Engineers Incorgororoe Fay.MeviHe, Arkansas I I( as provided in Article 20, ALTERATIONS - CHANGES IN WORK. Ill. PARTIAL PAYMENTS A. GENERAL Nothing contained in this Article shall be construed to affect the right, hereby reserved, to reject the whole or any part of the aforesaid Work, should such ' Work be later Found not to comply with the provisions of the Contract Documents. All estimated quantities of Work for which partial payments have been made are subject to review and correction on I. the final estimate. Payment by the owner and acceptance by the Contractor of partial payments • based on periodic estimates of quantities of Work ' performed shall not in any way, constitute • acceptance of the estimated quantities used as the basis for computing the amounts of the partial payments. For public works projects, each partial payment request and final payment request shall contain an affidavit by the Contractor that all provisions of the applicable federal and state requirements regarding apprentices and payment of prevailing wages have been complied with by him and by his Subcontractors. B. ESTIMATE AND PAYMENT Before the first working day of each calendarmonth, the Contractor shall submit to the Engineer a • detailed estimate of the amount earned for the • separate portions of the Work, and request payment. I. As used in this Article, the words "amount earned" means the value, on the date of the estimate for partial payment, of the Work completed in accordance ' with the Contract Documents, and the value of approved materials delivered to the Project site suitably stored and protected prior to incorporation 1 into the Work. If the Contractor's estimate of amount earned conforms with the Engineer's evaluation, the Engineer will calculate the amount due the Contractor and make recommendation to the ' Owner for payment. An estimate of monthly progress payments shall be I. provided for the entire job prior to the first payment request. An update of the estimate of progress payments shall be updated if the actual progress differs by more than 20 percent in any given month. Each monthly payment request shall include the required updated Schedule. • Section 00700 - 34 • L ■ McClelland �Ieea l Cdnal"nD ` Elglneen IDCarDOraled Faye"BVllle, Arkann. J I. Materials, as used herein, shall be considered to be those items which are fabricated or manufactured materials and equipment. To receive partial payment for materials delivered to the site, but not I. incorporated in the Work, it shall be necessary for the Contractor to include invoices of such materials and documentation warranting that the materials and equipment are covered by appropriate property • insurance and other arrangements to protect Owner's interest therein; all of which must be satisfactory I. to Owner. At the time of the next partial payment request, the Contractor must submit the following documentation relative to materials paid on the previous partial payment: paid invoices of such materials or other documentation warranting that the Owner has received the materials and equipment free and clear of all liens, charges, security interests, and encumbrances (i.e., all materials have been paid for by Contractor). Failure to submit this • documentation will result in an appropriate reduction on the current partial payment estimate 'for such materials. • At his sole discretion, the Engineer may approve ' items for which partial payment is to be made. Proper storage and protection shall be provided by the Contractor, and as approved by the Engineer. Final payment shall be made only •for materials • actually incorporated in the Work and, upon acceptance of the Work, all materials remaining for which advance payments had been made shall revert Ito the Contractor, unless otherwise agreed, and partial payments made for these items shall be deducted from the final payment for the Work. ' E. PAYMENT After deducting the retainages and the amount of all ' previous partial payments made to the Contractor, the amount earned as of the current month will be made payable to the Contractor within 30 days of the ' Owner's receipt of an approved request, except where the Owner is a municipality or other agency whose laws require the approval of each payment by a council or similar body, in which case, the payment shall become due and payable 10 days after the first regularly -scheduled meeting in the month following the submittal of such payment request. I. Section 00700 - 36 1 MCClsrlond •ConSUlting ` nnnlneers Incorporated Foyetlevllls, Arkansas I 1 72. CLAIMS In any case where the Contractor deems additional compensation is due him for Work or materials not clearly covered in the Contract or not ordered by the Engineer ' according to provisions of Article 20, ALTERATIONS - CHANGES IN WORK, the Contractor shall notify the Engineer, in writing, of his intention to make claim, in order that such matters may be settled, if possible, or other appropriate action promptly taken. If such notification is not given or the Engineer is not afforded proper facilities by the Contractor for keeping strict account of actual cost, then the Contractor hereby agrees to waive the claim for such additional compensation. Such notice by the Contractor, and the fact that the ' Engineer has kept account of the cost as aforesaid, shall not in any way be construed as proving the validity of the claim. Claims for additional compensation shall be ' made in itemized detail and submitted, in writing, to the Owner and Engineer within 10 days following completion of that portion of the Work for which the Contractor ' bases his claim. In case the claim is found to be just, it shall be allowed and paid for as provided in Article 70, PAYMENT FOR CHANGE ORDERS. ' 73. NOTICE OF CLAIM FOR DELAY If the Contractor intends to file a claim for additional ' 'compensation for delay caused by the Owner at a particular time, he shall file a notice of claim with the •'Owner within 7 days of the beginning of the occurrence. The notice of claim shall be in duplicate, in writing, and shall need not state. the amount. No claim for additional compensation will be considered unless the provisions of Article 61, DELAYS AND EXTENTION OF TIME, ' are complied with, and a notice of claim has been filed with the Owner in writing, as stated above. I. Should the Owner be prevented or enjoined from proceeding with Work or from authorizing its prosecution either before or after its prosecution, by reason of any litigation, the Contractor shall not be entitled to make or assert claim for damage by reason of said delay; but time for completion of the Work will be extended to such .reasonable time as the Owner may determine will .compensate for time lost by such delay, with such determination to be set forth in writing. I ' Section 00700 - 37 41 ' ■ McClellan . Engineers 7naor0eralod Fayelleville1 Arkansas •1 74., RELEASE OF LIENS OR CLAIMS The Contractor shall indemnify and save harmless the Owner from all claims for labor and materials furnished under this Contract. Prior to the final payment, the Contractor shall furnish to the Owner, as part of his final payment request, an affidavit that all of the Contractor's obligations on the Project have been satisfied and that there are no unpaid taxes, liens, vendors' liens, rights to lien or any other type of claim against the Project, and that the hourly wages paid to all persons on the Project were in accordance with the applicable wage scale determinations. ' 75. FINAL PAYMENT Upon completion of all of the Work under this Contract, the Contractor shall notify the Engineer, in writing, that he has completed his part of the Contract and shall request final inspection. Upon receipt of the Contractor's written notice that the Work is ready for II final inspection, the Engineer shall make such inspection and shall submit to the Owner his recommendation as to acceptance of the completed Work and as to the final • ' estimate of the amount due the Contractor under this Contract. Upon approval of this final estimate by the Owner and compliance with provisions in Article 74, RELEASE OF LIENS OR CLAIMS, and other provisions as may I. be applicable, the Owner shall pay to the Contractor all monies due him under the provisions of these Contract Documents. On contracts for public works, final payment of the retained percentage will not be made until the Contractor ' has also furnished the applicable apprenticeship wage certification. 76. NO WAIVER OF RIGHTS Neither the inspection of the Owner, through the Engineer or any of his employees, nor any order by the Owner for ' payment of money, nor any payment for, or acceptance of, the whole or any part of the Work by the Owner or Engineer, nor any extension of time, nor any possession taken by the Owner or its employees shall operate as a waiver of any provision of this Contract, or any power herein reserved to the owner, or any right to damages herein provided nor shall any waiver of any breach in this Contract be held to be a waiver of any other or subsequent breach. Section 00700 - 38 '• MCClellana • Ennsulllr s es ` rvel ncorporat incorporated Fayetteville, Arkansas I 77. ACCEPTANCE OF FINAL PAYMENT CONSTITUTES RELEASE The acceptance by the Contractor of the final payment shall release the Owner and the Engineer, as agent of the Owner, from all claims and all liability to the Contractor for all things done or furnished in connection • with the Work, and every act of the Owner and others .relating to or arising out of the Work. No payment, however, final or otherwise, shall operate to release the contractor or his Sureties from obligations under this Contract and the Performance and Payment Bonds, and • otherbonds and warranties, as herein provided. ' 1 I I I I I I E L 11 11 Section 00700 - 39 ' � J Mode fiend Consultines Md io Serve s Enngingineears Incorporated Fayette vllle, 4rkaneoa ' SECTION 00800 SUPPLEMENTARY CONDITIONS ' GENERAL The Contractor's attention is directed to Division 1, GENERAL ' REQUIREMENTS, which contains other directions pertinent to the project. REVISIONS AND ADDITIONS TO THE GENERAL CONDITIONS The GENERAL CONDITIONS are hereby revised as follows: II ARTICLE 9'. "ENGINEER" Wherever in these Documents the word "Engineer" appears, it shall be understood to mean McClelland Consulting Engineers, Inc., acting either directly or indirectly as authorized agents of the Owner. ARTICLE 12. "OWNER" OWNER ' Wherever in these Documents the word "Owner" appears, it shall be understood to mean the City of Fayetteville, whose address is ; City Administration Building, Fayetteville, Arkansas .72702. ARTICLE 14. "SPECIFICATIONS" Add the following: ' FEDERAL, STATE, COUNTY, AND LOCAL STANDARD SPECIFICATIONS Where portions of the work traverse or adjoin local streets, railroads, or Federal property, and the agency in control of such property has established standard specifications governing items of work that differ from these Specifications, the most stringent requirements shall apply. The Contractor shall comply with all regulations and requirements of the Fayetteville Street Department, wherever the work traverses or crosses City roads. Section 00800 - 1 IL Mttle lend no r esi ` rye! Engineers Incorporated Fayetteville, Arkansas r 1 ARTICLE 22. "DOCUMENTS TO BE KEPT ON THE JOBSITE" ' Add the following: Failure of the Contractor to submit accurate Record Drawings to the Engineer will be adequate justification for ' postponement of the Final Inspection and Final Payment. ARTICLE 31. "SHOP DRAWING SUBMITTAL PROCEDURE" ' Delete the first sentence in the first paragraph and substitute the following: ' The Contractor shall submit a sufficient number of copies to allow the Engineer to retain four copies (2 for himself; 2 for the Owner) for review, such shop drawings, electrical ' diagrams, and catalog cuts for fabricated items and manufactured items (including mechanical and electrical equipment) required for construction, except as noted below: After the first paragraph, add the following: ' Should the Contractor fail to submit acceptable shop drawings on the second submittal, one copy will be returned to him and the cost of the Engineer's time to review subsequent submittals on the unacceptable item will be deducted from the Contractor's monthly payment invoice. ARTICLE 3,5. "INSURANCE AND LIABILITY", SUBARTICLE "BUILDERS RISK 'ALL RISK INSURANCE" Delete the following coverages from the General Conditions: ' Loss caused by earthquake Loss, caused by floods ARTICLE 35. "INSURANCE AND LIABILITY" Add to subarticle entitled "GENERAL" the following: SURETY AND INSURER QUALIFICATIONS ' All bonds, insurance contracts, and certificates of insurance shall be either executed by or countersigned by a licensed resident agent of the surety or insurance company, having his place of business in the State of Arkansas, and in all ways complying with the insurance laws of the State of Arkansas. Further, the said surety or insurance company shall be duly licensed and qualified to do business in the State of ' Arkansas. Section 00800 - 2 ' MoCls llo9 Coneulflnp ° rva Elpineen IncOtpOrCted Foyetteville, Arkoneos • ' After ARTICLE 38. "ORDINANCES, PERMITS, AND LICENSES" ' Add the following: OCCUPATIONAL SAFETY AND HEALTH ' The Contractor shall observe and comply with all applicable local, state, and federal occupational safety and health regulations during the prosecution of work under this ' Contract. In addition, full compliance by the Contractor with the U. S. Department of Labor's Occupational Safety and Health Standards, as established in Public Law 91-596, will be required under the terms of this Contract. ARTICLE 44. "SAFETY" ' After thi's Article, add the following: 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. REPORTING: OF ACCIDENTS IThe Contractor shall submit a written report to the Engineer of any accident or injury occurring at the Construction Site. ARTICLE 46. "PROTECTION OF WORK AND PROPERTY" Add the following: PRESERVATION OF MONUMENTS AND STAKES ' 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 proper replacement of monuments or bench marks that have been moved or destroyed. 1 Section 00800 - 3 i L . Malls Nana ' Incorporated Fag"evllle, Arkansas I ARTICLE 57. "PROSECUTION OF WORK" OVERTIME PAYMENT Overtime hours shall be considered any hours worked by the Contractor in excess of 40 hours from Monday through Friday ' and/or any time on Saturday, Sunday, and legal holidays, which in the Owner's opinion requires the Engineer's resident observer's presence to observe such overtime work. ' If the Contractor elects to schedule and perform overtime work upon receiving written permission from the Engineer, the Contractor shall pay the Owner for the Engineer's resident t observers' costs for each hour of overtime worked. Overtime shall be rounded off to the nearest whole hour and will not exceed a unit cost of $35.00 per hour. In addition, any direct nonlabor expenses that in the Engineer's opinion are attributable to the Contractor's overtime, such as travel or per •diem, with a limit of $5.00 per day for each resident ' observer for such direct nonlabor expenses, shall be paid to the Owner. Payment to the Owner shall be made by a deduction from the Contractor's monthly payment invoice. ' ARTICLE 57. "PROSECUTION OF THE WORK" Add the following: ' 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 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. I L Section 00800. - 4 IL I. • Incorp ers McClelland aepirod l CnnwlfJng gineers —��i axp orated Fayette villa, Arkansas I AFTER ARTICLE 57. "PROSECUTION OF THE WORK" ' Add the following: STANDARDIZATION AND UNIFORMITY OF EQUIPMENT AND CERTAIN MATERIALS ' To ensure standardization and uniformity in all parts of the work under this Contract, like items of materials shall be the products of one manufacturer. Uniformity in certain like material items is required in order to provide the Owner with a simplified spare materials inventory, and a standardized procedure for maintenance care and manufacturers' services. ' The Contractor shall inform his suppliers and subcontractors of these requirements, and shall provide the necessary coordination to accomplish the standardization specified. ARTICLE 61. "DELAYS AND EXTENSION OF TIME" Add the following phrase in the first sentence of the first ' paragraph following "adverse weather conditions are not reasonably anticipated": (on the basis of official weather records from the past ten years, minimum, for the locality involved) ' Add the following paragraph following the second paragraph: The Contractor acknowledges and agrees that mitigation for delays due to changes, differing site conditions, and suspensions of work will require that the Contractor revise preferential sequences which had the net effect of sequestering "float time", before proposing an updated ' schedule which supports a delay to the Contract as a whole. Further, time extensions shall not be granted until all • "float" or "contingency time", at the time of the delay, available to absorb specific delays and associated impacts is used. ARTICLE 61. "DELAYS AND EXTENSION OF TIME" ' After the.3rd paragraph, add the following: ' 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 Section 00800 - 5 ' ` J ' MCClelfand • wp w Enalaeers fnoarperared Fayetteville, Arkansas 1 I. I 1 1 1 1 1 I 1 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. ARTICLE 62. "LIQUIDATED DAMAGES" To the first sentence, second paragraph, add the following: ...,. plus any monies paid by the Owner to the Engineer for additional engineering and inspection services associated with such delays. Following the first sentence, second paragraph, add: Reimbursement shall be based on the Engineer's salary costs times a multiplier of 2.78 to cover overhead and profit, plus any direct nonlabor expenses such as travel or per diem. The Engineer's salary costs include but are not limited to such items as paid holidays, sick pay, and vacation pay. ARTICLE 70. "PAYMENT FOR CHANGE ORDERS" Add the :following paragraph following Item B in the first paragraph: The amount of credit to be allowed by Contractor to Owner for any such change which results in a net decrease in cost will be the amount of the actual net decrease plus a deduction in the Contractor's fee by an amount equal to ten percent of the net decrease: and Change the First sentence of the next paragraph to: In A and B above, Contractor's quotations for Change Orders shall be submitted in writing within 30 calendar days of a Contract Modification Initiation Request, and be firm for a period of 90 days. Add the following sentence to the next paragraph: Substantiating documentation shall consist of such items as price quotations from manufacturers, suppliers and subcontractors, including a breakdown of their estimates similar to that required of the Contractor. Substantiating documentation shall also consist of the record of communication of final bid prices obtained during the bid period for those items involved in the change for both those additive and deductive items. Section 00800 - 6 I ' nClsllmM Con ginrs er rNl nrat incorporated Fopllevllls, Arkansas Add the I following sentence following the first sentence of subparagraph C.l.: Labor as used herein shall not include Contractor engineering, cost estimating or administrative costs, including general project management, whether performed in the Contractor's home ' office or on the jobsite, for change orders processing, cost estimating, negotiating or other such costs. Such costs are included in the allowed fixed fee stated below. ARTICLE 71. "PARTIAL PAYMENTS" SUBARTICLE "ESTIMATE" Retitle "ESTIMATE AND PAYMENT" ' Add the following: ' An estimate of monthly progress payments shall be provided for the entire job prior to the first payment request. An update of the estimate of progress payments shall be updated if the actual progress differs by more than 20 percent in any given ' month. Each monthly payment request shall include the required, updated Schedule. ' If the updated Schedule is not submitted, the Owner may withhold payment until this item is completed. The Contractor shall be paid within 30 days of approval of the payment ' request. SUBARTICLE "DEDUCTION FROM ESTIMATE" ' Add the following: When the work is substantially complete (operational or ' beneficial occupancy), the retained amount may, at the option of the Owner, be further reduced below 5 percent to only that amount necessary to assure completion. 1 I ' END OF SECTION H Section 00800 - 7 ' MCCIe Mane iconsornn omp • IncarpWplee Fayettevllle, Arknnsas I I Li PART IV SPECIFICATIONS Mct;Istin nq �i� rred 7o m7 Engineers IaoorporahE Fayetteville, Arkansas SECTION 01000 ABBREVIATIONS ' PART I GENERAL A. Whenever in these Contract Documents the following ' abbreviations are used, the intent and meaning shall be interpreted as follows: AA Aluminum Association I. AAMA Architectural Aluminum Manufacturers' Association AASHTO American Association of State Highway and 1 Transportation Officials ACI American Concrete Institute AFBMA Anti -Friction Bearing Manufacturers' Association I. AGA American Gas Association AGMA American Gear Manufacturers' Association AISC American Institute of Steel Construction I. AISI American Institute of Steel Institute AITC American Institute of Timber Construction MICA Air Moving and Conditioning Association ANSI American National Standards Institute APA American Plywood Association API American Petroleum Institute AREA American Railway Engineering Association ASAE American Society of Agricultural Engineers ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating and •' Air -Conditioning Engineers, Inc. ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWI Architectural Woodwork Institute AWS American Welding Society AWPA American Wood Preservers' Association AWPB American Wood Preservers Bureau AWWA American Water Works Association BHMA Builders Hardware Manufacturers' Association ' CBMA Certified Ballast Manufacturers' Association CDA Copper Development Association ' .CISPI Cast Iron Soil Pipe Institute CMAA Crane Manufacturers' Association of America CRSI Concrete Reinforcing Steel Institute I1 Section 01000 - 1 ' J ' MaOlellaaa an n.aT .� Engineers Engineers incorporated Falarrevelle, Arkansas Ir EPA Environmental Protection Agency ' Fed. Spec. Federal Specifications I. HI Hydraulic Institute HMI Hoist Manufacturers' Institute I. ICBO International Conference of Building Officials IEEE Institute of Electrical and Electronics Engineers, Inc. I. ICEA Insulated Cable Engineers' Association ISA Instrument Society of America JIC Joint Industry Conferences of Hydraulic Manufacturers MMA Monorail Manufacturers' Association ,NBHA National Builders' Hardware Association ;NEC National Electrical Code NEMA National Electrical Manufacturers' Association .NESC National Electric Safety Code NFPA National Fire Protection Association .NLMA National Lumber Manufacturers' Association ' NWMA National Woodwork Manufacturers' Association OECI Overhead Electrical Crane Institute ' .OSHA Occupational Safety and Health Act (both Federal and State) ' PS Product Standards Section - U.S. Department of Commerce RLM RLM Standards Institute, Inc. ' RMA 'Rubber Manufacturers' Association SAE Society of Automotive Engineers SDI Steel Door Institute SSPC Steel Structures Painting Council TEMA Tubular Exchanger Manufacturers' Association TCA Tile Council of America UBC Uniform Building Code • UL Underwriters' Laboratories, Inc. WWPA Western Wood Products Association 1 - Section 01000 2 1 , MaCla Ilan" ' n ned Ta rn Canw111n0 Elglneers Incorporated Fayetlevllle, Arkansas B. Unless a particular issue is designated, all references to the above specifications, standards, or methods shall, in each instance, be understood to refer to the issue in effect (including all amendments) on the first published date of the Invitation to Bid. END OF SECTION Section 01000 - 3 J McClelland Co �T nwlting VS__ l Engineers incorporated Fayetteville, Arkansas SECTION 01009 SUMMARY OF WORK PART'I GENERAL ' 1.01 REQUIREMENTS INCLUDED IA. This Section describes the project in general, and provides overview of the extent of the work to be performed. Detailed requirements.and extent of work is stated in the applicable Specification Sections and is shown on the Drawings. The Contractor shall, except as otherwise specifically stated herein or in any applicable parts of the Contract Documents, provide and pay for all ' labor, materials, equipment, tools, construction equipment, and other facilities and services necessary for proper execution, and completion of his work. 1 , 1.02 ,REASONABLY IMPLIED PARTS OF THE WORK SHALL BE DONE THOUGH ABSENT FROM SPECIFICATIONS I. A. Any part of the work which is not mentioned in the • Specifications but is shown on the Drawings, or any part • not shown on the Drawings but described in the I. Specifications, or any part not shown on the Drawings nor described in the Specifications, but which is necessary or normally required as a part of such work, or is necessary or required to make each installation satisfactorily and legally operable, shall be performed by the Contractor as incidental work without extra cost to the Owner, as if fully described in the Specifications and shown on the Drawings, and the expense thereof shall be included in the applicable unit prices or lump sum bid for the work. , 1.03 DESCRIPTION OF THE PROJECT A. Work covered by these Contract Documents in general covers the construction of the following facilities: 1. Installation of approximately 1575 feet of 8" sewer line, construction of 8 new manholes and rehabilitation of 4 existing ones. ' 2.' Interconnecting the new sewer main to existing manholes. 3. Interconnecting the new sewer main to existing house service lines. Section 01009 - 1 1 MoClellaM • Con suiting Engineers incorporated Foyetlevlllq Arkansas I I 4. Street crossings, surface restoration and related activities. 5. Completion of related work items as indicated on the • Drawings and/or required by the Detailed • Specifications. PART 2 PRODUCTS Not Used. PART 3 CONTRACTOR'S RESPONSIBILITIES 3.01 I GENERAL CONSTRUCTION WORK ' A. The Contractor shall execute all work, including site, structural, piping, equipment, and finishes. B. The Contractor shall also: 1. Provide temporary sanitary toilet facilities. 2. Pay for all electrical energy consumed for construction purposes. 3. Provide and pay for temporary service for lighting of temporary office and work areas. 4. Provide replacement lamps for temporary lighting. • 5. Provide temporary heat; make all arrangements and •, pay all fuel cost; supervise and maintain all heating units. 6. Provide telephone service for his own use and for the Engineer's use. II 7. Provide an adequate supply of potable drinking water •, for use by his employees and by the Engineer. 8. Provide and maintain fire protection in working order during the entire construction period. 9. Coordinate with the Engineer and Owner all re-routing of existing streets and interruptions of the existing sewers operation. The.Contractor shall Section 01009 - 2 M�Clenond ' '• l Conplttlnp f nn peen Inoorporoled Fo„tteWlb, Arkamas r I I TI maintain all streets and sewer operations in service during construction of the new facilities. 3.02 DRAWINGS A. Drawings are bound separately and consist of 4 sheets. END OF SECTION Section 01009 - 3 McClelland � I Login. s incorporated InwVorafed Fayetteville, Arkansas I SECTION 01011 SITE CONDITIONS PART 1 GENERAL 1.01 SITE INVESTIGATION AND REPRESENTATION IA. The Contractor acknowledges by submission of his Bid that he has satisfied himself as to the nature and location of the work, the general and local conditions, particularly those bearing upon availability of transportation, disposal, handling and storage of materials, availability of labor, water, electric power, roads, and uncertainties of weather, river.stages, or I. similar physical conditions at the site, the conformation and conditions of the ground, the character of equipment and facilities needed preliminary to and during the I. prosecution of the work and all other matters which can in any way affect the work or the cost thereof under this Contract. ' B. The Contractor further acknowledges by submission of his Bid that he has satisfied himself as to the character, quality, and quantity of surface and subsurface materials Ito be encountered from inspecting the site. Any failure by the Contractor to acquaint himself with all the available information will not relieve him from responsibility for properly estimating the difficulty or cost of successfully performing the work. C. The Contractor acknowledges that he has satisfied himself .as to the character, quality, and quantity of surface and subsurface materials. D. Prospective Bidders are invited, at their own expense, to make subsurface investigations, by boring or test hole excavation, as may be desirable, provided, however, that such work be scheduled by appointment with the Engineer. Bidders are not authorized to enter private property during these investigations. E. In the event subsurface or latent physical conditions are found materially different from those indicated in these :Documents, and differing materially.from those ordinarily encountered in the project area and generally recognized ;as inhering in the character of work covered in these Contract Documents, the Contractor shall promptly, and 'before such conditions are disturbed, notify the Engineer in writing of such changed conditions. Section 01011 - 1 McClelland ' LonwlNnp n ` gel £np/neers Incorporated Fa)vllevllle, Arkansas r F. The Engineer will investigate such conditions promptly and following this investigation, the Contractor shall proceed with the work, unless otherwise instructed by the Engineer. If the Engineer finds that such conditions I. do so materially differ and cause an increase or decrease in the cost of, or in the time required for •performing the work, the Engineer will recommend to the Owner the amount of adjustment in cost and time he considers reasonable. The Owner will make the final decision on all.Change Orders to the Contract regarding any adjustment in cost or time for completion. 1.02 EXISTING UTILITIES • A. Existing utilities in the vicinity of the project lines and structures include water and sewer lines belonging to the City of Fayetteville, gas mains and service lines, ' and overhead electric and telephone lines. Additional utilities include individual property owner's gas lines, water lines, underground electrical service lines, and • wastewater lines. No attempt has been made to locate all these utilities and private services. Information is • shown on the Drawings relative to the general location •of some utilities, as taken from maps supplied by the I utilities. Telephone cables and overhead power lines are not shown. Private lines are not shown. There are buried telephone cables in the general vicinity of some ' of the residences. The general vicinity of existing sewer mains is indicated on the Drawings. Since specific utility locations are not shown on the Drawings, the Contractor shall carefully coordinate the location of utilities with their respective owner's. No compensation • will be paid to the Contractor, due to costs associated .with damages to utilities or to costs associated with ' locating/avoiding same. The Engineer and owner will cooperate with the Contractor and utility firms in •rerouting new sewer lines, where possible, to reasonably • avoid existing utilities. 1.03 CONTRACTOR'S RESPONSIBILITY FOR UTILITY PROPERTIES AND SERVICE A. Notify all utility offices that are affected by the construction operation at least 48 hours in advance. Under no circumstances expose any utility without first obtaining permission from the appropriate agency. Once •permission has been granted, locate, expose, and provide 'temporary support for all existing underground utilities. IL Section 01011 — 2 J McClelland ' aedT , nalneors Incorp orated Fayetteville, Arkansas I, B. The Contractor shall be solely and directly responsible to the Owner and operators of such properties for any I. damage, injury, expense, loss, inconvenience, delay, suits, actions, or claims of any character brought because of any injuries or damage which may result from the construction operations under this Contract. C. Neither the Owner nor its officers or agents shall be responsible to the Contractor for damages as a result of the Contractor's failure to protect utilities encountered in the work. D. In the event of interruption to domestic water, sewer, I. storm drain, or other utility services as a result of accidental breakage due to construction operations, promptly notify the proper authority. Cooperate with said authority in restoration of service as promptly as possible and bear all costs of repair. In no event shall interruption of any utility service be allowed outside ' •working hours unless granted by the owner of the utility. E. Drainage culverts that are removed or damaged by the •Contractor shall be replaced in kind at the expense of the Contractor. F. .The Contractor shall replace, at his own expense, any and ' all existing utilities or structures damaged during construction. 1.04 NAMES OF KNOWN UTILITIES SERVING THE AREA ' A. The following is a list of the major public utilities serving the work area indicating the name and telephone number of the responsible authority of the various utilities which should be notified if conflicts or emergencies arise during the progress of the work: •,Name Authority Telephone Water & Sewer Fayetteville Water Dept 501-521-8050 Telephone Southwestern Bell Enterprise 9800 1-800-482-8998 Gas Arkansas Western Gas 501-521-4000 ' Electricity Southwestern Electric 501-521--2400 Power Company Section 01011 - 3 MCGlaI land ' consulting Inarpora?W foyerlevllle,Arkaneae 1 1.05 FIELD RELOCATION A. During the progress of construction, minor relocations ' of the work may become necessary. Such relocations shall be made only by direction of the Engineer. If existing structures are encountered that will prevent construction as shown, notify the Engineer before continuing with the work in order that the Engineer may make such field .revisions as necessary to avoid conflict with the ' existing structures. If the Contractor shall fail to •notify the Engineer when an existing structure is encountered, and shall proceed with the work despite this interference, he shall do so at his own risk and expense. 1.06 CONSTRUCTION ON PRIVATE PROPERTIES ' A. The Owner has obtained easements for the pipeline routes on private property. The Contractor shall protect and/or I. restore improvements on these properties, including structures, rock walls, fences, drives, culverts, fruit •and ornamental trees and shrubs, and grass in yards and pasture lands. Failure to do so will result in retainage ' of funds otherwise due the Contractor, as necessary to compensate property owners for damages and/or to pay restoration costs. ' 1.07 PAYMENT A. No separate payment will be made for work under this Section. PART .2 PRODUCTS Not Used PART 3 Not Used END OF SECTION I 11 ' ` Section 01011 - 4 / Matlellond Lngine r. rvel CannieI. fleets Incorporated EnFayette v111e, Arkansas ISECTION 01014 PROTECTION OF THE ENVIRONMENT I PART 1 GENERAL 1.01 WORK AREAS IA. The Contractor shall maintain all work areas within and • outside the project boundaries free from environmental pollution which would be in violation to any federal, ' state, or local regulations. 1.02 1 PROTECTION OF SEWERS A. Take adequate measures to prevent the impairment of the operation of the existingsewer system. Prevent • construction material, pavement, concrete, earth, or other debris from entering a sewer or sewerage structure. 1.03 PROTECTION OF WATERWAYS A. The Contractor shall observe the rules and regulations I. of the State of Arkansas and agencies of the United States Government prohibiting the pollution of stream or river waters by dumping of any refuse, rubbish, or.debris therein. ' -B. .All sewage flow interfering with construction and requiring diversion, shall be diverted to sewers leading to water pollution control plants and shall not be directed to any waterway. The Contractor shall not cause or permit any action to occur which would cause an overflow to an existing waterway. The Owner does not accept any responsibility for any damages to public or private property resulting therefrom. Such ;responsibilities remain with the Contractor. C. The Contractor shall be responsible for providing an approved method which will handle, carry through, or ,divert around his work all flows, including storm flows so as to prevent flooding damage to the property. I I Section 01014 - 1 Mctlenand ' ' 1-_ Consalilna Enpinaan Inaarasroisd • Fayerle vllle, Arkansas 1 1.04 MAINTENANCE OF SEWAGE FLOW IN EXISTING LINES A. During the construction process, the discharge of raw sewage from existing lines as a result of breaking or removal of these lines by the Contractor shall not be permitted. The Contractor shall be required to install temporary piping, temporary pump stations or other facilities as necessary to maintain sewage flow in areas where the construction activities wouldotherwise lead • to raw sewage discharge. As the existing sewer main is in very poor condition, there are currently occasions when it overflows or leaks. The Contractor will not be held responsible for these existing deficiencies during the construction period. A representative of the Contractor, Engineer, and City shall inspect the line routes prior to start of construction, so that these existing deficiencies can be noted. No special payment shall be made for the work involved in maintaining sewage flow in existing lines. B. Upon completion and air testing of a segment of new line, the Contractor will be allowed to place it into service, connecting existing service lines and laterals to that .segment as necessary, and routing the flow of the main being replaced through this segment as necessary, if said routing is desired by the Contractor. However, the line ' will require mandrel testing (if PVC) and repairing, retesting by air, etc., if found to fail the mandrel test. ' 1.05 DEWATERING A. 'The Contractor shall construct, maintain, and operate all : channels, flume drain, sumps, pumps, and/or other temporary diversion and protection works, shall furnish all materials required therefore, and shall furnish, ' install, maintain, and operate all necessary pumping and • other equipment for the environmentally -safe removal and •disposal of water from the various parts of the work. 1.06 ;PROTECTION OF AIR QUALITY A. Trash burning will not be permitted on the construction ' site. B. If temporary heating devices are necessary for protection of the work, such devices shall be of an approved type 'that will not cause pollution of the air. I Section 01014 - 2 ' L / ! MCGe rland ' corporoii a e Engineers narparab0 FayeHe villa, Arkansas In..: 1.07 CONSTRUCTION NOISE CONTROL IA. The Contractor shall conduct all his work, use appropriate construction methods and equipment, and furnish and install acoustical barriers, all as necessary I. so that no noise emanating from the process or any related tool or equipment will exceed legal noise levels. 1.08 NIGHTTIME WORK A. If the Contractor desires to perform any work between the ' hours of 6 P.M. and 7 A.M., he shall obtain approval of the Engineer and all necessary permits from the ,appropriate agencies and make all necessary arrangements • prior to commencing. 1.09 EROSION CONTROL ' A. The Contractor shall take steps to insure that excess erosion does not occur during the construction process I. or during the period between the rough cleanup and the time when a grass stand is established. Areas subject to erosion shall be protected with hay bales, by ' spreading hay over the area, by temporary seeding, or by .utilizing other methods deemed appropriate by the Contractor. At points where lines cross creeks, the potential for erosion of the backfilled creek bank shall I. be reduced by spreading rip -rap over the affected area. Steps taken to prevent erosion shall not be a pay item. Erosion control is a subsidiary of Earthwork, Trench ' Excavation, and Backfill (Section 02200). Inadequate erosion control efforts will result in increased retainage on this pay item. ' 1.10 PAYMENT A. •Payment for the work in this section will be included as unit price bid amounts stated in the Proposal. ' PART 2 PRODUCTS ' Not Used Section 01014 - 3 MCClel/and ' nBd To rn CaneultJnQ Engineers ncacpoers Inaorporalea Fayetteville, Arkansas EXECUTION Not Used END OF SECTION MKle llond P# Con+lllilnp EMineere Inm pomfed' Fayetlevllle, Arkaneoe Section 01014 - 4 I C SECTION 01016 SAFETY REQUIREMENTS AND PROTECTION OF PROPERTY I PART I GENERAL 1.01 CONTRACTOR"S RESPONSIBILITY FOR SAFETY A. The Contractor shall do whatever work is necessary for • safety and be solely and completely responsible for .conditions of the jobsite, including safety of all •persons (including employees) and property during the I. Contract period. This requirement shall apply continuously and not be limited to normal working hours. 1.02 FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS A. Safety provisions shall conform to the Federal and State :Department of Labor Occupational Safety Health Act (OSHA), and all other applicable federal, state, county, •and local laws, ordinances, codes, the requirements set forth herein, and any regulations that may be specified in other parts of these Contract Documents. Where any I of these are in conflict, the more stringent requirements shall be followed. The Contractor's failure to ;thoroughly familiarize himself with the aforementioned ' safety provisions shall not relieve him from compliance with the obligations and penalties set forth therein. I 1.03 ;SAFE ACCESS BY FEDERAL, STATE, AND LOCAL GOVERNMENT ,OFFICIALS IA. •The Contractor shall at all times provide proper facilities for safe access to the work by authorized ,government officials. 1.04 ,CONSTRUCTION SAFETY PROGRAM A. The Contractor shall develop and maintain for the I duration of this Contract, a safety program that will effectively incorporate and implement all required safety provisions. The Contractor shall appoint an employee who •' is qualified and authorized to supervise and enforce compliance with the safety program. I Section 01016 - 1 L McClelland ' s � censale Engineers incorporated Fayetteville, Arkansas I B. The duty of the Engineer to conduct construction review • of the Contractor's performance is not intended to • include a review or approval of the adequacy of the ' Contractor's safety supervisors, the safety program, or any safety measures taken in, on, or near the construction site. 1.05 SAFETY EQUIPMENT A. The Contractor, as part of his safety program, shall maintain at his office or other well-known place at the • jobsite, safety equipment applicable to the work as prescribed by the governing safety authorities, all I. articles necessary for giving first -aid to the injured, and shall establish the procedure for the immediate removal to a hospital or a doctor's care ofany person ' who may be injured on the jobsite. B. .;The performance of all work and all completed • construction, particularly with respect to ladders, platforms, structure openings, scaffolding, shoring, lagging, machinery guards and the like, shall be. in accordance with the applicable governing safety ' authorities. C. During construction, the Contractor shall construct and ' at all times maintain satisfactory and substantial ,temporary chain link fencing, solid fencing, railing, barricades or steel plates, as applicable, at all openings, obstructions, or other hazards in sidewalks, ' floors, roofs, walkways, parking areas and driveways. All such barriers shall have adequate warning lights as necessary, or required, for safety. ' 1.06 ACCIDENT REPORTS IA. If death or serious injuries or serious damages are caused, the accident shall be reported immediately by :telephone or messenger to the Engineer. In addition, ' the Contractor must promptly report in writing to the Engineer all accidents whatsoever arising out of, or in connection with, the performance of the work whether on, or adjacent to, the site, giving full details and ' ;statements of witnesses. B. If a claim is made by anyone against the Contractor or ' any subcontractor on account of any accident, the Contractor shall promptly report the facts in writing to the Engineer, giving full details of the claim. i Section 01016 - 2 • McClelland I. 6nginee Enlnsers Inaolparaled Fayeltevllle, Arkansas 1.07 TRAFFIC SAFETY AND ACCESS TO PROPERTY ' A. Comply with all rules and regulations of the city, state, and county authorities regarding closing or restricting the use of public streets or highways. No public or private road shall be closed, except by express I. permission of the Owner. Conduct the work so as to assure the least possible obstruction to traffic and normal commercial pursuits. Protect all obstructions ' within traveled roadways by installing approved signs, barricades, and lights where necessary for the safety of the public. The convenience of the general public and residents adjacent to the project, and the protection of I. persons and property are of prime importance and shall be provided for in an adequate and satisfactory manner. ' B. When flagmen and guards are required by regulation or when deemed necessary for safety, they shall be furnished with approved orange wearing apparel and other regulation ' traffic control devices. 1.08 TRAFFIC CONTROL ' A. Traffic control procedures and devices used on all local, county, and state rights -of -way shall meet the requirements of the applicable current laws and ' regulations for traffic control. 1.09 ACCESS FOR POLICE IA. The Contractor shall leave his night emergency telephone number or numbers with the Police Department and Sheriff's office, so that contact may be made easily at ' all times. 1.10 FIRE PREVENTION AND PROTECTION A. The Contractor shall perform all work in a fire -safe manner and shall supply and maintain on the site adequate ' •fire -fighting equipment capable of extinguishing incipient fires. The Contractor shall comply with applicable federal, local, and state fire -prevention ;regulations. Where these regulations do not apply, ' applicable parts of the National Fire Prevention :Standards for Safeguarding Building Construction •Operations, (NFPA No. 241) shall be followed. 1 Section 01016 - 3 •I. MCLI.(land ned'a Conwlllnp tJ. ° l Engineer. �� Incorporated Fayetteville, Arkansas I(r H 1.11 USE OF EXPLOSIVES ' A. Explosives shall not be used on this project. 1.12 1 CONTRACTOR TO SAFEGUARD EXISTING UTILITIES A. The Contractor shall perform all work, including • excavation, dewatering, and demolition operations, in ' such a manner as to avoid damage to existing fire hydrants, sewer lines, gas mains, power poles, lighting standards, and all other existing utilities, public or private. See section 01011, SITE CONDITIONS. 1.13 PROTECTION OF PUBLIC/PRIVATE PROPERTY IA. The Contractor shall employ such means and methods as • necessary to adequately protect public and private property against damage. In the event of damage to such I. property, the Contractor shall, at his own expense, immediately restore the property to a condition equal to its original condition and to the satisfaction of the Engineer and the owner of said property. ' B. The Contractor shall exercise due care to avoid damage to existing pipe and coatings, wrappings, sewers, ' conduit, or other existing utilities. Should the Contractor damage or displace any of the above, the Contractor shall repair same to the satisfaction of the Engineer and all expenses in connection therewith shall be borne solely by the Contractor. C. Most of the work to be done under this contract will be t performed on private property. A temporary easement has been obtained from the property owner for construction .purposes. The easement does not permit the wanton ' destruction of trees, shrubs, walls, water and sewer services, or other improvments. The Contractor shall 'safeguard and restore the properties to a condition as near equal as possible to that found prior to entering ' them. In some cases, particular instruction will be .given the Contractor relative to the protection of certain improvements, and in all cases, lawns will be ' hand -raked (after all settlement of the trench backfill has occurred) and seeded and fertilized. Since this work ,is being performed on behalf of the City of Fayetteville, ' good public relations and cooperation with the property owners shall be exercised by the Contractor. I Section 01016 - 4 ■ _ MgineStand ' �Ies1aed To fval Incorporated lap Enpinon Incoraorafsa Faysffavllt., Arkansas I I I j H H I I I Li JOINT SURVEY TO ESTABLISH AUTHENTICITY OF POSSIBLE DAMAGE CLAIMS A. The Contractor shall establish vertical and horizontal • survey control points on all structures, and • improvements, located in the vicinity of the blasting • work prior, to beginning work, and shall periodically check the points for movements when directed by the Engineer. The Contractor shall furnish the Engineer with copies of the survey notes for each survey and a copy of the layout of the survey control points.. B. After the Contract is awarded and before the commencement of work, the Contractor shall make a thorough examination of all existing buildings, structures, and other improvements in the vicinity of the work, as applicable, .which might be damaged by his operation. C. Examination improvement jointly by e the Owner, examination settlement, of existing buildings, structures, and other in the vicinity of the work shall be made authorized representatives of the Contractor, and the Engineer. The scope of the shall include cracks in structures, leakage, and similar conditions. D. •Records of all observations shall be prepared by the contractor and every copy of every document shall be signed by the authorized representative of the Owner and of the Contractor. One signed copy of every document and photograph will be kept in file in the office of the 'Engineer. E. The above records and photographs are intended to use as indisputable evidence in ascertaining the extent of any damage which may occur as a result of the Contractor's operations and are for the protection of the Contractor, and the Owner, and will be a means of determining whether and to what extent damage, resulting from the ,Contractor's operations, occurred during the Contract work. 1.15 PAYMENT A. Payment for the work in this section will be included as 'part of the unit price bid amounts stated in the •Proposal. Section 01016 - 5 J McClelland Consplting Engineers Inarporgfad Faysttevilla, Arkansas 1 PART 2 PRODUCTS Not -Used PART 3 EXECUTION 'Not Used END OF SECTION Section 01016 - 6 L MCClelland 1 COO Eninlnears InoorOorafea Fayette vitro, Arkansas H I H I I I I H I I I I I H SECTION 01027 • APPLICATIONS FOR PAYMENT PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Procedures for preparation and submittal of Applications for Payment. 1.02 RELATED REQUIREMENTS A. Document 00500. - Owner -Contractor Agreement: Contract Sum , Amounts of Progress Payments, and Retainages, and • times for submittals. 1 i B. Section 01300 - Submittals: Submittal procedures; Schedule of Values. C. Section 01700 - Contract Closeout: Final Payment. 1.03 FORMAT A. For each item, provide a column for listing: Item Number; Description of Work; Scheduled Value, Previous Applications; Work in Place; Stored Materials; Authorized Change Orders; Total Completed and Stored to Date of Application; Percentage of Completion; Balance to Finish; and Retainage. 1.04 PREPARATION OF APPLICATION A. Type required information or use media -driven printout. B. Execute certification by signature of authorized officer. C. Provide dollar value in each column. for each line item for portion of Work performed and for stored products. D. List each authorized Change Order as an extension on :continuation sheet, listing Change Order number and dollar amount as for an original item of Work. E. Prepare Application for Final Payment as specified in Section 01700. Section 01027 — 1 ad I Mcclelland Con Silt in Q Ecgineers I lnerae Inooraorated Faye/rorllle. Arkanwt 51 1 1 1 1 1 1 1.05 SUBMITTAL PROCEDURES A. Submit five copies of each Application for Payment at times stipulated in Agreement. B.. Submit under transmittal letter specified in Section 01300. 1.06 SUBSTANTIATING DATA A. Provide an invoice from the Equipment Supplier for every item of stored material for which payment is requested. B. 'When Engineer requires substantiating information, submit data justifying line item amounts in question. C. Provide one copy of data with cover letter for each copy of submittal. Show Application number and date, and line item by number and description. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION Section 01027 - 2 MCCIel land Consnlllns Engineers Incorporated Fayetlevllle, Arkansas 1 iH, C SECTION 01028 CHANGE ORDER PROCEDURES PART 1 GENERAL 1.01 'REQUIREMENTS INCLUDED IA. ;Procedures for processing Change Orders. 1.02 •RELATED REQUIREMENTS A. Section 01700 - Contract Closeout: Project record documents. 1.03 SUBMITTALS A. Submit name of the individual authorized to accept changes, and to be responsible for informing others in Contractor's employ of changes in the Work. B. •Change Order Form: As approved by the Engineer. 1.04 DOCUMENTATION OF CHANGE IN CONTRACT SUM AND CONTRACT TIME A. Document each quotation for a change in cost or time with sufficient data to allow evaluation of the quotation. ' B. Provide data to support computations: .1. Quantities of products, labor, and equipment. ;2. Taxes, insurance and bonds. '• 3. Overhead and profit. 4. Justification for any change in Contract Time.. 5. Credit for deletions from Contract, similarly 1 documented. C. Support each claim for additional costs, and for work ' .done, with additional information: p1. Origin and date of claim. 2. Dates and times work was performed, and by whom. 3. Time records and wage rates paid. ' 4. Invoices and receipts for products, equipment, and subcontracts, similarly documented. I Section 01028 - 1 McClelland rve� Engineers .ln incorporated ' - Pay.? a villa, Arkansas 1.05 PRELIMINARY PROCEDURES A. •.Engineer may submit a Proposal Request which includes: Detailed description of change with supplementary or . revised Drawings and Specifications, the projected time for executing the change and the period of time during which the requested price will be considered valid. B. Contractor may initiate a change by submittal of a request to Engineer describing the proposed change with a statement of the reason for the change, and the effect • on Contract Sum and Contract Time with full documentation. 1.06 CONSTRUCTION CHANGE AUTHORIZATION - WORK DIRECTIVE CHANGE I1 A. Engineer may issue a directive, instructing Contractor to proceed w Work, for subsequent inclusion in a B. Directive will describe changes in designate method of determining any Sum or Contract Time. C. Promptly execute the change in Work. 1.07 A. B. 1.08 A. 1.09 signed by Owner, ith a change in the Change Order. the Work, and will change in Contract TIME AND MATERIAL - FORCE ACCOUNT CHANGE ORDER Submit itemized account and supporting data after completion of change, within time limits in Conditions of the Contract. Engineer will determine the change allowable in Contract Sum and Contract Time as provided in Conditions of the Contract. EXECUTION OF CHANGE ORDERS Engineer will issue Change Orders for signatures of parties as provided in Conditions of the Contract. CORRELATION OF CONTRACTOR SUBMITTALS A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum as shown on Change Order. Section 01028 - 2 I MaClerland Engineers Ln in carp oorarea Fa,sffevllle, Arkansas Ur I ` B. Promptly enter changes in Project Record Documents. PART 2 PRODUCTS Not Used. ' PART 3 EXECUTION Not Used. END OF SECTION • • • • 1 1 1 1 Section 01028 - 3 Mauand ' �Canalllnp o m Enalnesra Incoraerared Fayetteville, Arkansas SECTION 01070 CUTTING AND PATCHING I I 1 1 PART 1 GENERAL 1.01 SCOPE A. This Section includes the work required to provide complete, in place, cutting, fitting, and patching of new and existing work. 1.02 GENERAL A. See CONDITIONS OF THE CONTRACT and Division 1, GENERAL • REQUIREMENTS, which contain information and requirements • that apply to the work specified herein and are mandatory • for this project. 1.03 DESCRIPTION A. Execute cutting (including excavating), fitting, or •patching of work, required to: 1. Make the several parts fit properly. 2. Uncover work to provide for installation of ill-timed work. 3. Remove and replace work not conforming to • requirements of Contract Documents. • 4. Remove and replace defective work. 5. Install specified work in existing • construction. B. In addition to Contract requirements, upon written instructions of Engineer: 1. Uncover work to provide for Engineer's observation of covered work. 2. Remove samples of installed materials for testing. 3. Remove work to provide for alteration of existing work. Section 01070 - 1 ZCle uone �Gonwllinp M� rval nnalnenra ♦ IncarOaraletl • Fariu.vllls, Arkonsos I T 1 i 4. Do not endanger any work by cutting or altering ' work or any part of it. 5. Do not cut or alter work of another contractor Ii without written consent of Engineer 6. Do not cut structural or reinforcing steel without written consent of the Engineer. 1 1.04 SUBMITTALS DURING CONSTRUCTION A. Submittals during construction shall be made in accordance with Section 01300, SUBMITTALS DURING CONSTRUCTION, in Division 1, GENERAL REQUIREMENTS. 1.05 SUBMITTALS ' A. Prior to cutting which affects structural safety of project, submit written notice to the Engineer and other Prime Contractors, requesting consent to proceed with ' cutting. B. Prior to "extra" cutting and patching done on instruction of Engineer, submit cost estimate. ' C. I Should conditions of work, or schedule, indicate change of materials or methods, submit written recommendation ' to Engineer, including: 1. Conditions indicating change. I. 2. Recommendations for alternative materials or methods. 3. Submittals as required for substitutions. 4. Submit written notice to Engineer, designating I. time work will be uncovered, to provide for observation. PART 2 MATERIALS 2.01 GENERAL ' A. Materials for replacement of work removed shall comply with applicable sections of these Specifications for type ' of work to be done. ' Section 01070 - 2 McCle llond Con •T rroi ngie neer wiling Fayetteville, Arkansas IC I I 1 I. 1 1 1 I L B. I Provide all tools and equipment required to accomplish cutting and patching. PART 3 EXECUTION 3.01 1 INSPECTION A. Inspect existing conditions of work, including elements subject to movement or damage during cutting, patching, 'excavation, and backfilling. B. After uncovering work, inspect conditions affecting 'installation of new products. 3.02 PREPARATION A. Prior to cutting, provide shoring and protection. 3.03 PERFORMANCE A. Execute fitting and adjustment of products to provide finished installation to comply with specified tolerance and finishes. B. Restore work which has been cut or removed; install new products to provide completed work in accordance with requirements of Contract Documents. C. Refinish surfaces as practical to provide a finish which ,blends acceptably with the existing finish. 3.04 RESTORATION A. Restore structures and surfaces damaged during the course •of this Contract that are to remain in the completed work. B. 'Restorations shall be done with new materials and appropriate methods as specified elsewhere in these Specifications from new work of similar nature; or, if :not specified, best recommended practice of manufacturer, •or appropriate trade association. Section 01070 - 3 I MCClelland Con Miffing Engineers Incorporated Foyenevills, Arkansas 1 C. Restore damaged work in such a way that there is a secure and intimate bond or fastening between new and old work. • Restored surfaces shall be finished to such planes, shapes, and textures that no obvious transition between new and old work is unduly noticeable in finished surfaces. 3.05 CLEANING A. Remove from site all debris, rubbish, and extra material caused by cutting and patching. 3.06 PAYMENT A. Payment for the work in this section will be included as .part of the unit price bid amounts stated in the Propasal. END OF SECTION Section 01070 - 4 McCle fiend Consallina ro I Engineers Incorporated Fayetteville, Arkansas SECTION 01210 I. PRECONSTRUCTION CONFERENCES PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Contractor participation in preconstruction conferences. 1.02 RELATED REQUIREMENTS A. Section 01009 - Summary of Work: Administrative provisions. 1.03 PRECONSTRUCTION CONFERENCE A. Engineer will schedule conference within 15 days after notice of award. B. Attendance: Owner, Engineer, Project Administrator, and • Contractor. IC. Agenda: 1. Submittal of executed bonds and insurance certificates. ,2. Execution of Owner -Contractor Agreement. 3. Distribution of Contract Documents. ' 4. Submittal of list of subcontractors, list of products, schedule of values, and progress schedule. 5. Designation of responsible personnel. 6. Procedures and processing of field decisions, I. submittals, substitutions, applications for payments, proposal requests, change orders, and Contract closeout procedures. 7. Scheduling. ' PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION ' Section 01210 - 1 MCCle fiend ' �` `� NIne rs Incorporated ' � Inmrporered Feyellevllle, Arkansas r 1 1 1 1 SECTION 01300 SUBMITTALS DURING CONSTURCTION PART 1 :GENERAL 1.01 SUBMITTALS A. This Section outlines in general the items that the • Contractor must prepare or assemble for submittal during • the progress of the work. Costs for the work under this Section shall be included in the appropriate items of the Contractor's bid prices. There is no attempt herein to state in detail all of the procedures and requirements for each submittal. The Contractor's attention is • directed to the individual Specification sections in these Contract Documents which may contain additional and special submittal requirements. The Owner reserves the right to direct and modify the procedures and • requirements for submittals as necessary to accomplish the specific purpose of each submittal. Should the Contractor be in doubt as to the procedure, purpose, or extent of any submittal, he should direct his inquiry to .the Engineer. ' 1.02 ADMINISTRATIVE SUBMITTALS I. 1 1 1 A. The Contractor shall provide all of the submittals required by the General Conditions, Supplementary Conditions, and as may be specifically required in other •parts of these Documents. B. The Contractor is reminded of his obligation as required by law to make required submittals promptly to the applicable Federal, state, or local agency. Failure to comply with this requirement may result in the withholding or progress payments and make the Contractor liable for other prescribed action and sanctions. PART 2 TECHNICAL SUBMITTALS 2.01 GENERAL A. Requirements in this ,specific requirements Divisions and Sections Section are in addition to any for submittals specified in other of these Contract Documents. Section 01300 - 1 I � McClelland a I Consulting ` Engineers lncerporcled Fayetteville, Arkansas 1 B. Submittals to the Engineer shall be addressed to: McClelland Consulting Engineers, Inc.; Attn: Mr. Robert White, P.O. Box 1229, Fayetteville, Arkansas 72702. C. Submitted data shall be fully sufficient in detail for determination of compliance with the Contract Documents. D. Review, acceptance, or approval of substitutions, schedules, shop drawings, lists of materials, and procedures submitted or requested by the Contractor shall not add to the Contract amount, and all additional costs which may result therefrom shall be solely the obligation of the Contractor. E. .The Owner is not precluded, by virtue of review, acceptance, or approval, from obtaining a credit for construction savings resulting from allowed concessions in the work or materials therefore. F. It shall not be the responsibility of the Owner to provide engineering or other services to protect the Contractor from additional costs accruing from such approvals. G. No equipment or material for which listings, drawings, or descriptive material is required shall be fabricated, 'purchased, or installed until the Engineer has on hand copies of such approved lists and the appropriately stamped final shop drawings. H. Submittals will be acted upon by the Engineer as promptly as possible, and returned to the Contractor not later than the time allowed for review in SHOP DRAWING SUBMITTAL PROCEDURE. Delays caused by the need for resubmittals shall not constitute reason for an extension of Contract time. 2.02 SHOP DRAWING SUBMITTAL PROCEDURE A. See General and Supplemental Conditions. 2.03 TRANSMITTAL OF CONTRACTOR'S SUBMITTAL FORM A. Each shop drawing submittal shall be accomplished by a Transmittal of Contractor's Submittal form. The form shall be completely filled in with all applicable information; failure to do so shall result in immediate ,rejection of the submitted items. Section 01300 - 2 H MCCle fiend p'-aCnnn glne•a incorporated Fayerreville, Arkansas I 2.04 SHOP DRAWING REQUIREMENTS ' A. Shop drawings referred to herein shall include shop drawings and other submittals for both shop and field -fabricated items. The Contractor shall submit, as applicable, the following for all prefabricated or manufactured structural, mechanical, electrical, plumbing, process systems, and equipment: ' 1. GENERAL a. Shop drawings or equipment drawings, including dimensions, size and location of connections to other work, and weight of equipment. b. Catalog information and cuts. c. Installation or placing drawings for equipment, ' drives, and bases. d. Supporting calculations for equipment and • associated supports, or hangers required or specified to be designed by equipment • manufacturers. ' e. Complete manufacturer's specifications, including materials description and paint • system. f. Performance data. g. Suggested spare parts list with current price information. h. List of special tools required for checking, ' testing, parts replacement, and maintenance. (Special tools are those which have been specially designed or adapted for use on parts of the equipment, and which are not customarily ' and routinely carried by maintenance mechanics.) '• i. List of special tools furnished with the equipment. '• j. List of materials and supplies required for the equipment prior to, and during start-up. 1 ' ` Section 01300 - 3 MCClellpnd ' To 1 CpmW i Erglneers 5naorporared FoyeneviOi, Arkansas ' k. List of materials and supplied furnished with the equipment. • 1. Samples of finish colors for selection. m. Special handling instructions. n. Requirements for storage and protection prior I. to installation. o. Requirements for routine maintenance required prior to start-up. 2.05 SUBMITTALS REQUIRED FOR FOREIGN -MANUFACTURED ITEMS A. In addition to the submittal requirements stated above, suppliers of foreign -manufactured items shall submit the names and addresses of companies within the United States that maintain technical service representatives and complete inventory of spare parts and accessories for each foreign -made item proposed for incorporation into .the work. Failure to prove the foregoing capabilities shall be just cause for rejection of the foreign -manufactured items. 2.06 RECORD DRAWINGS A. The Engineer will prepare a set of Record Drawings for ' the project which will include the changes made. in materials, equipment, locations, and dimensions of the work. Two weeks prior to Final Inspection, the ' Contractor shall submit to the Engineer a current listing and description including marked -up prints of each change incorporated into the work since the I. preceding submittal. 2.07 SUBMITTAL OF INTERFACE INFORMATION (CONNECTION AND CORRELATION WITH OTHER WORK) A. Where called for on the Specifications, and as determined necessary by the Engineer to provide proper correlation t with other equipment, complete interface information shall be submitted. This interface information shall be accurate, and contain all information ecessary to allow the completion of detail design and construction of the I Section 01300 -.4 MaCiOIlond Engineers incorporated Fayette villa, Arkansas interfacing or connecting work. The Contractor shall include in his negotiation for subcontract work, such agreements as may be necessary to ensure the accuracy of subcontractor's interface submittal information. In the event additional costs are incurred due to subsequent changes to information given in said interface information, such additional costs shall be borne by the Contractor. 2.08 SAMPLES AND TEST SPECIMENS A. Where required in the Specifications, test specimens or ' samples of materials, appliances, and fittings to be used or offered for use in connection with the Work shall be submitted to the Engineer at the Contractor's expense, ' with information as to their sources, with all cartage charges prepaid, and in such quantities and sizes as may be required for proper examination and tests to establish ' the quality or equality thereof, as applicable. B. All samples and test specimens shall be submitted in • ample time to enable the Engineer to make any tests or I. examinations necessary without delay to the work. The Contractor will be held responsible for any loss of time due to his neglect or failure to deliver the required ' samples to the Engineer, as specified. C. The Contractor shall submit additional samples as required by the Engineer to ensure equality with the ' original approved sample and/or for determination of Specification compliance. ID. Laboratory tests and examinations that the Owner elects to make at its own laboratory will be made at no cost to the Contractor, except that, if a sample of any material ' or equipment proposed for use by the Contractor fails to meet the Specifications, the cost of testing subsequent samples shall be borne by the Contractor. ' E. 'All tests required by the Specifications to be performed by an independent laboratory shall be made by an approved laboratory. Certified test results of all specified '• tests shall be submitted in duplicate to the Engineer. The samples furnished and the cost for the laboratory :services shall be at the expense of the Contractor and 'included in the prices bid for the associated work. I Section 01300 - 5 44 MCC1e ;land �„Cnnn nolrrs incorporated Fayette vi))., Arkansas 2.09 CERTIFICATES OF COMPLIANCE I H Ii I I I I I I I I TI CI I C A. A Certificate of Compliance shall be furnished for • materials specified to a recognized standard or code • prior to the use of any such materials in the work. The Engineer may permit the use of certain materials or assemblies prior to sampling and testing if accompanied by a Certificate of Compliance. The certificate shall be signed by the manufacturer of the material or the manufacturer of assembled materials and shall state that • the materials involved comply in all respects with the • requirements of the Specifications. A Certificate of :Compliance shall be furnished with each lot of material ,delivered to the work and the lot so certified shall be clearly identified in the certificate. B. All materials used on the basis of a Certificate of • Compliance may be sampled and tested at any time. The fact that material is used on the basis of a Certificate • of Compliance shall not relieve the Contractor of .responsibility for incorporating. material in the work which conforms to the requirements of the Contract Documents and any such material not conforming to such requirements will be subject to rejection whether in place or not. C. The Engineer reserves the right to refuse permission for use as material on the basis of a Certificate of Compliance. D. The form of the Certificate of Compliance and its disposition shall be as directed by the Engineer. E. Where Certification of Compliance is required in the Technical Specifications, the Contractor shall obtain from the supplier/manufacturer a certification stating that the particular piece of equipment or system will satisfy all requirements stated in the related Specification Section(s). 2.10 PAYMENT A. Payment for the work in this section will be included as part of the unit price bid amounts stated in the proposal. PART 3 EXECUTION Not Used. END OF SECTION Section 01300 - 6 C McCISHOM rs � CMwHlny na /nca-parYararM FayetNrllls, Arkansas i ' SECTION 01311 Li SCHEDULE AND SEQUENCE OF OPERATIONS ' PART I GENERAL 1.01 CONSTRUCTION SCHEDULE GENERAL PROVISIONS A. No work shall be done between 6:00 P.M. and 7:00 A.M. nor on Saturdays, Sundays or legal holidays without the .written permission of the Engineer. However, emergency work during these hours may be done without prior permission. B. Due to potential health hazards the existing sewer lines must be kept in service until the new line is completed, tested, and authorized for service. 1.02" SEQUENCE OF CONSTRUCTION A. The Contractor shall submit a diagram indicating the •construction sequencing and duration of each activity. B. No specific sequence of construction is required, however, the work shall be completed in an orderly and continous manner, to minimize the amount of time any • specific area is under construction. PART 2 •PROGRESS OF THE WORK 2.01 GENERAL A. The work shall be started within 10 days of the Notice to Proceed from the Owner, and the work shall be executed with such progress as may be required to prevent any delay to the general completion of the project. B. 'The work shall be executed at such times and in or on ,such parts of the project, and with such forces, materials, and equipment to assure completion of the work •in the time established by the Contract. Section 01311 - 1 I MCCI&Iand o rnf Consulting Engineers Inarperaroa Falettevllle, Arkansas I ' 2.02 OVERTIME NOTICE A. If the Contractor for his convenience and at his own expense should desire to carry on his work at night or outside regular hours, 7:00 A.M. to 6:00 P.M., he shall I. submit a written request for approval to the Engineer and he shall allow adequate time for satisfactory arrangements to be made for observing the work in I. progress. The Contractor shall pay the expenses for •construction observation required for work outside .regular hours. The Contractor shall light the different parts of the project as required to comply with all ' .applicable federal and state regulations and with all applicable requirements of the Owner. ' 2.03 PRECONSTRUCTION AND PROJECT COORDINATION MEETINGS A. A Preconstruction Conference and Project Coordination ,Meetings shall be held per the requirements of Section 01210 of these Specifications. 2.04 OVERALL SCHEDULE • A. The Contractor will be required to prepare and submit to the Engineer within 30 days after the award of Contract, ' ;an Overall schedule. The Overall Schedule shall be comprised of construction operations covering all work to be done in connection with the Contract. Is. The Overall Schedule covering work to be executed under :the Contract shall be of sufficient detail and shall have a minimum of work activities. The final total number of activities shall be subject to the approval of the Engineer. A work activity is defined as an activity for ;which manpower is required and must be performed before ' .the project is considered complete. C. The Overall Schedule shall, indicate the sequence of work I. and the time of starting and completion of each part. It shall include, but not be limited to, the following items, as they pertain to the respective contractors: Ii. Shop drawing receipt from Contractor, submitted to the Engineer, review, and return to Contractor. 2. Material and equipment order, manufacture, delivery, installation, and check-out. I Section 01311 - 2 3 MCCl.Hand ta,wltlng Engineers ■■ InCorprOorated Faysrlevllle, Arkansas C 3.. Performance tests and supervisory service activities. 4. Piping installation. 5. Construction sequence. 6. Final cleaning. 7. Allowance for inclement weather. 2.05 PAYMENT A. No separate payment shall be made for work under this Section. PART 3 EXECUTION Not Used END OF SECTION Section 01311 - 3 — MaCle gantl Ecglneene Inaorperaletl Fayetteville, Arkansas I C SECTION 01400 OUALITY CONTROL PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. General Quality Control. B.. Workmanship. C. Manufacturer's Instructions. D. Manufacturer's Certificates. E. Mockups. F. Manufacturers' Field Services. G. Testing Laboratory Services. 1.02 ;RELATED REQUIREMENTS A. Section 01300 - Submittals: Submittal of Manufacturer's Instructions. B. Section 02200: Tests required for earthwork. C. Section 03300: Tests required for concrete. 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. • Section 01400 - 1 McClelland ' Erglnsers Inporpxa/b Fayetteville, Arkansas 1 r . 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. ' 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 ' A. Not Used. 1.08 MANUFACTURERS' FIELD SERVICES A. When specified in respective Specification Sections, require supplier or manufacturer to provide qualified personnel to observe field conditions, conditions of .surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance t of equipment as applicable, and to make appropriate recommendations. ' B. Representative shall submit written report to Engineer listing observations and recommendations. ' 1.09 TESTING LABORATORY SERVICES A. Owner will employ a Testing Laboratory to perform inspections, tests, and other services required by individual Specification Sections. B. Owner shall pay for initial laboratory testing of • earthwork, base, asphalt, and concrete. If, however, initial test fails, retesting must be paid for by the 'Contractor. C. Services will be performed in accordance with •requirements of governing authorities and with specified standards. Section 01400 - 2 J MCClallone . nn pons Incorporale0 Faysllevllla, Arkansas r D. Reports will be submitted to Engineer, Owner and Contractor giving observations and results of tests, indicating compliance or non-compliance with specified standards and with Contract Documents. E. Contractor shall cooperate with Testing Laboratory personnel; furnish tools, samples of materials, design mix, equipment, storage and assistance as requested. 1. Notify Engineer/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. PART 2 PRODUCTS Not Used. PART 3 EXECUTION .Not Used. END OF SECTION • Section 01400 - 3 McClelland - Con sii I Sing Engineers Incorporated Fayetteville, Arkansas SECTION 01500 TEMPORARY CONSTRUCTION FACILITIES AND UTILITIES PART I GENERAL 1.01 . LAYOUT OF TEMPORARY FACILITIES A. The Contractor shall make his own arrangements for • storage of materials and equipment in locations on and • off the construction site. Security of the construction work, materials, and equipment is the sole responsibility of the Contractor. I II 1 I 1 I I 1.02 STORAGE BUILDINGS A. The Contractor shall erect or provide as approved, temporary storage buildings of the various sizes as required for the protection of mechanical and electrical equipment and materials as recommended by manufacturers of such equipment and materials. The buildings shall be provided with such environmental control systems that meet recommendations of manufacturers of all equipment and materials stored in the buildings. The buildings 'shall be of sufficient size and so arranged or partitioned to provide security for their contents and :provide ready access for inspection and inventory. At or .near the completion of the work, and as directed by the Engineer, the temporary storageS buildings shall be ,dismantled, removed from the site, and remain the property of the Contractor. B. Combustible materials (paints, solvents, fuels, etc.) shall be stored in a well -ventilated building removed •from other buildings. 1.03 STORAGE YARDS A. The Contractor shall construct temporary storage yards .for the storage of materials that are not subject to damage by weather conditions. Materials such as pipe, reinforcing and structural steel, shall be stored on pallets or racks, off the ground,and stored in a manner ,to allow ready access for inspection and inventory. Temporary gravel surfacing of the storage yards shall 'meet with the approval of the Engineer and Owner. ,Storage areas shall be restored to their initial :condition once they are no longer needed. Section 01500 - 1 McClelland con suiting Engineers IncarCorgled Fa)dle villa, Arkansas i 1 1.04 CONTRACTOR'S WORK AREA ' A. The Contractor shall limit his operations and storage of equipment materials to the areas authorized by individual property owners and approved by the Engineer and Owner. B. The Contractor shall maintain the area during construction in a manner that will not obstruct I. operations of any existing roads. He shall proceed with his work in an orderly manner, maintaining the construction site free of debris and unnecessary ' equipment or materials. 1.05 TEMPORARY ACCESS ROADS AND PARKING IA. The Contractor shall construct temporary construction access roads, parking areas, and detours as are required to execute the work. The roads shall meet with the I. approval of the Engineer, and be maintained in good condition until no longer needed; at which time the temporary roads shall be removed and the area left in a condition satisfactory to the property owner and ' Engineer. 1.06 TEMPORARY WATER CONTROL ' A. Rough grade site to prevent standing water and to direct surface drainage away from excavations, trenches, ' adjoining properties, and public rights -of -way. B. Maintain excavations and trenches free of water. Provide and operate pumping equipment of a capacity to control ' water flow. C. Provide piping to handle pumping outflow to discharge in a manner to avoid erosion or deposit of silt. D. Remove equipment and installation when no longer needed. PART 2 UTILITIES ' 2.01 CODES AND SAFETY A. The Contractor shall be responsible for obtaining ' inspections and paying for permits required for the installation of all temporary utilities. Also, the Contractor shall be solely responsible for the safe use/operation of all temporary utilities. ¼ Section 01500 - 2 MCnS •���-ee,,�� CA', 11ag '-_ I Lng veers Engineers InoorysraNd Foysltevlllss Arkansas J I 2.02 SANITARY FACILITIES A. The Contractor shall provide and maintain sanitary facilities for his employees and his subcontractors' employees that will comply with the regulations of the ' local and State health departments and as directed by the Engineer. 2.03 TEMPORARY WATER A. The Owner will provide a place of temporary connection for water near the site if the Contractor desires and if ' it can be determined that the Contractor's usage will not interfere with Fayetteville's normal requirements. The Contractor shall provide all temporary piping required ' to bring the water to the point of use and remove it when no longer needed. The Contractor shall make a conscientious effort to conserve water in his uses. ' B. The Contractor will provide required pumps, pressure tanks, etc. if necessary to boost pressure at his points of usage. 2.04 WATER FOR TESTING A. :The Owner shall provide the necessary water required for testing equipment and water lines prior to acceptance of ;the work, unless otherwise specifically stated in the ' Specifications for the equipment, system, or facility. 2.05 PROTECTION OF THE FINISHED CONSTRUCTION IA. The Contractor shall assume the responsibility for the protection of all finished construction and shall repair and restore any and all damage to finished work to its ' original or better state. 2.06 REMOVAL OF TEMPORARY FACILITIES AND UTILITIES I. A. At such time or times any temporary construction facilities and utilities are no longer required for the work, the Contractor shall notify the Engineer of his ' intent and schedule for removal of the temporary facilities and utilities, and obtain the Engineer's approval before removing the same. As approved, the ' Contractor shall remove the temporary facilities and utilities from the site as his property and leave the site in such condition as specified, as directed by the. Engineer, and/or as shown on the Drawings. Section 01500 - 3 McClelland • neeT . Lonsa,ers Incorporated - Faletlevllle, Arkansas B. In unfinished areas, the condition of the site shall be ' left in a condition that will restore original drainage, • evenly graded, seeded as necessary, and left with an • appearance equal to, or better than, original. 2..07 PAYMENT A. Payment for the work under this Section will be included ' as part of the unit price bid amounts stated in the • Proposal. ' • PART 3 EXECUTION Not Used. END OF SECTION 1 1 1 i 1 Section 01500- , 4 / Mapellantl I glpeers npocorllnp Er Iosrporaretl Fayellevllle, Arkansas 1 SECTION 01600 MATERIAL AND EOUIPMENT SHIPMENT, HANDLING, STORAGE, AND PROTECTION PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Products. B. Transportation and Handling. C. Storage and Protection. D. Product Options. E. Products List. F. Substitutions. G. ,Systems Demonstration. - 1.02 RELATED REQUIREMENTS A. Section 01009 - Administrative Provisions: Summary of Work B. Section 01400 - Quality Control: Submittal of manufacturers' certificates. 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. D. Do not use materials and equipment removed from existing structure. L I Section 01600 - 1 MttMlland Conwiting h cbI norporat Epineere InarOeralW Fayetlevllle, Arkansas ' % 1 ' 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. 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. Not Used. 1.07 PRODUCTS LIST A. Not Used. ' 1.08 SUBSTITUTIONS A. Document each request for substitution with complete data substantiating compliance of proposed substitution with Contract Documents. I Section 01600 - 2 J land ' consulting Engineers InaorPwalea Fayenevllle, Arkansas 1• B. Request constitutes a representation that Contractor: ' 1. Has investigated proposed product and determined that it meets or exceeds, in all respects, specified product. ' 2. Will provide the same warranty for substitution as for specified product. 3. Will coordinate installation and make other changes which may be required for Work to be complete in all respects. 4. Waives claims for additional costs which may subsequently become apparent. C. Substitutions will not be considered when they are ' indicated or implied on shop drawing or product data submittals without separate written request, or when acceptance will require substantial revision of Contract Documents, or when said substitution will not result in I. significant cost savings to the Owner, or result in some material advantage being gained by the Owner. ID. Engineer will determine acceptability of proposed substitution, and will notify Contractor of acceptance or rejection in writing within a reasonable time • ' following the opening of Bids. E. Only one request for substitution will be considered for each product. When substitution is not accepted, provide ' :specified product. 1.09 SYSTEMS DEMONSTRATION ' A. Prior to final inspection, demonstrate operation of each ,system to Engineer and Owner. PART 2 PRODUCTS :Not Used. PART 3 EXECUTION ' Not Used. END OF SECTION Section 01600 - 3 Mete an, a lT n. consarNav Erprneers lnoc+porared Fayetteville, Arkansas ' SECTION 01700 CONTRACT CLOSEOUT PART I GENERAL ' 1.01 1 SCOPE IA. This Section outlines the procedure to be followed in closing out all contracts. 1.02 SUBSTANTIAL COMPLETION A. The substantial completion date for the Contract shall be established as stated in the General Conditions. ' 1.03 FINAL INSPECTION A. After final cleaning and upon written notice from the ' Contractor that the work is completed, the Engineer will make a preliminary inspection with the Owner and Contractor present. Upon completion of this preliminary ' .inspection, the Engineer will notify the Contractor, in writing, of any particulars in which this inspection reveals that the work is defective or incomplete. ' B. Upon receiving written notice from the Engineer, the Contractor shall immediately undertake the work required :to remedy defects and complete the work to the ' satisfaction of the Owner. C. When the Contractor has corrected or completed the items as listed in the Engineer's written notice, he shall •inform the Engineer, in writing, that the required work !has been completed. Upon receipt of this notice, the ' Engineer, in the presence of the Owner and Contractor, shall make his final inspection of the project. D. Should the Engineer find all work satisfactory at the •time of his inspection, the Contractor will be allowed to make application for final payment in accordance with the provisions of the General Conditions. Should the I. Engineer still find deficiencies Engineer will inform the Contractor and will deny the Contractor's reque ' 'until such time as the Contractor completed the required work. I in the work, the of the deficiencies st for final payment has satisfactorily ' ` Section 01700 - 1 / McClelland rs ' -L,T= Consulting I-� ncorp ra Innotnorased Fayettevflle, Arkansas I H I I I H I I I C1 E. 1.04 A. B. 1.05 All water courses, gutters, and ditches shall be opened and left in a condition satisfactory to the Engineer. FINAL SUBMITTALS No contract will be finalized until all of the following have been submitted as required in Section 01300, SUBMITTALS DURING CONSTRUCTION. 1. Final shop drawings 2. Record drawings 3. Interface information No contract will be finalized until all submittals required in Section 01720, PROJECT RECORD DOCUMENTS, have been submitted. GUARANTEES, BONDS, AND AFFIDAVITS A. No contract will be finalized until all guarantees, performance tests, bonds, certificates, licenses, and affidavits required for work or equipment as specified are satisfactorily filed with the Owner. 1.06 ACCESSORY ITEMS A. All Contractors furnishing and/or installing equipment on this project shall provide to the Owner, upon • acceptance of the equipment, all special accessories required to place each item of equipment in full • operation. These special accessory items include, but are not limited to, adequate oil and grease as required for the first lubrication of the equipment, light bulbs, fuses, valve keys, handwheels, and other expendable items as required for initial startup and operation of all equipment. RELEASE OF LIENS OR CLAIMS No contract will be finalized until satisfactory evidence of release of liens has been submitted to the Owner as required by the General Conditions. FINAL PAYMENT Final payment will be made to the accordance with the General Conditions. MCClellana 1 Conwla ` Engineerera InaNgsrafea Faysltevills, Arkansas Contractor in Section 01700 - 2 W PART 2 PART 3 I PRODUCTS Not Used. EXECUTION Not Used. END OF SECTION Section 01700 - 3 McClelland Cansalrins Enclosers InaorpsraNa Fayetteville, Arkansas I r I I I PART I GENERAL ' 1.01 SCOPE I I L I I .1 I I I L I SECTION 01710 FINAL CLEANING A. This section covers the work necessary for cleaning during construction and final cleaning on completion of the work. B. At all times maintain areas covered by the Contract and public and private properties free from accumulations of waste, debris, and rubbish caused by construction operations. C. Conduct cleaning and disposal operations to comply with local ordinances and anti -pollution laws. Do not burn or bury rubbish and waste materials on project site. Do not dispose of volatile wastes such as mineral spirits, oil, or paint thinner in storm or sanitary drains. Do no dispose of wastes into streams or waterways. D E 1.02 Use only cleaning materials recommended by manufacturer• of surface to be cleaned. Use cleaning materials only on surfaces recommended by cleaning material manufacturers. CLEANING DURING CONSTRUCTION A. During execution of work, clean site and all properties (public and private) and dispose of waste materials, debris, and rubbish to assure that buildings, grounds, and properties are maintained free from accumulations of waste materials and rubbish. B. Wet down dry. materials and rubbish to lay dust and .prevent blowing dust. C. Provide approved containers for collection and disposal of waste materials, debris, and rubbish. D. Remove grease, dust, dirt, stains, labels, and other 'foreign materials from exposed and semi -exposed surfaces. Section 01710 - 1 / MnCIe IIaIM cons,, aosrs bJ.^�T° I "corpora C InNW Fayetteville, Arkansas / E. Repair, patch, and touchup marred surfaces to specified ' finish to match adjacent surfaces. F. Broom clean paved surfaces, rake clean other surfaces or grounds. G. Handle materials in a controlled manner with as few handlings as possible; do not drop or throw materials from heights. H. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces. 1.03 FINAL CLEANING I A. At the completion of work on all contracts and immediately prior to final inspection, cleaning of the entire project will be accomplished. B. Employ experienced workers, or professional cleaners, for final cleaning. 1 C. Repair, patch, and touch up marred surfaces to specified finish, to match adjacent surfaces. D. Remove from the Owner's property all temporary structures and all materials, equipment, and appurtenances not required as a part of, or appurtenant to, the completed work. See Section 01500, TEMPORARY CONSTRUCTION FACILITIES AND UTILITIES. ' 1.04 PAYMENT A. Payment for the work in this section will be included as ' part of the unit price bid amounts stated in the Proposal. ' PART 2 PRODUCTS Not Used i PART 3 EXECUTION ' Not Used END OF SECTION Section 01710 - 2 J MCClenae0 consulting ` Engineers Incorporated Fayetteville. Arkansas 4 SECTION 01720 PROJECT RECORD DOCUMENTS PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Maintenance of Record Documents and Samples. B. Submittal of Record Documents and Samples. 1.02 RELATED REQUIREMENTS IA. Document 00700 - General Conditions: Documents at the site. B. Section 01300 - Submittals: Shop drawings, product data, and samples. C. Section 01700 - Contract Closeout: Closeout procedures. ' D. Section 01700 - Contract Closeout: Operation and ,maintenance data. E. Individual Specifications Sections: Manufacturer's certificates and certificates of inspection. ' 1.03 MAINTENANCE OF DOCUMENTS AND SAMPLES A. In addition to requirements in General Conditions, ' maintain at the site one record copy of: 1. Contract Drawings. 2. Specifications. .3. Addenda. 4. Change Orders and other modifications to the Contract. I5. Reviewed shop drawings, product data, and samples. 6. Field test records. 7. Inspection certificates. 8. Manufacturer's certificates. ' B. Store Record Documents in Field Office apart from documents used for construction. Provide files, racks, and secure storage for Record Documents. H ' Section 01720 - 1 Al;tMCCI. Stand Cansawwng e1Engineers 1nceparated Fayettevttle, Arkansas I 1 1 1 1 1 1 I. 1 I. GI L C. Label and file Record Documents in accordance with Section number listing in Table of Contents of this Project Manual. Label each document "PROJECT RECORD" in neat, large, printed letters. D. Maintain Record Documents in a clean, dry and legible condition. Do not use Record Documents for construction purposes. E. Keep Record Documents and samples available for inspection by Engineer. 1.04 RECORDING A. Record information on a set of blue line opaque drawings, •and in a copy of a Project Manual. B. Provide felt tip marking pens, maintaining separate colors for each major system, for recording information. C. Record information concurrently with construction progress. Do not conceal any work until required information is recorded. D. Contract Drawings and Shop Drawings: Legibly mark each .item to record actual construction, including: 1. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 2. Field changes of dimension and detail. 3. Changes made by Modifications. 4. Details not on original Contract Drawings. E. Specifications: Legibly mark each item to record actual construction, including: 1. Manufacturer, trade name, and catalog number of each product actually installed, particularly optional items and substitute items. 2. Changes made by Addenda and Modifications. F. Other Documents: Maintain manufacturer's certifications, inspection certifications, field test records, etc., required by individual Specifications sections. Section 01720 - 2 Th 1 I MCCle "ond Engineers - Incorporated Fa)e"evlll., Arkansas r 1.05 SUBMITTALS ' A. At Contract closeout, deliver Record Documents and samples under provisions of Section 01700. B. Transmit with cover letter in duplicate, listing: 1. Date. ' 2. Project title and number. • 3. Contractor's name, address, and telephone number. 4. Number and title of each Record Document. 5. Signature of contractor or authorized representative. I PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. 1 1 END OF SECTION i H.. 1 1 1 ` Section 01720 - 3 Mcclelmne • rb..U. tonsulrinp Erra Incwporarea Fa)ettevllle, Arkansas I r � SECTION 02102 CLEARING, GRUBBING, AND STRIPPING PART I GENERAL 1.01 SCOPE A. This Section covers the work necessary to remove all interfering or objectionable material from the designated areas of work. B. This work shall also include the preservation from injury or defacement of all vegetation and existing objects designated to remain. I. C. Review with the Engineer's Representative the location, limits, and methods to be used prior to commencing the work under this Section. PART 2 MATERIALS AND PROCEDURES 2.01 GENERAL ' A. . Provide all materials, suitable and in adequate quantity, required to accomplish the work as specified herein. I2.02 CLEARING - DEFINITION A. Clearing shall consist of cutting, removing, and ' disposing of trees, snags, stumps, shrubs, brush, limbs, and other vegetative growth, and shall be performed in such a manner as to remove all evidence of their presence ' from the surface and shall be inclusive of sticks and branches greater than 2 inches in diameter or thickness. Clearing shall also include the removal and disposal of ' trash piles, rubbish, and fencing; and the preservation of trees, shrubs, and vegetative growth which are not designated for removal. ' 2.03 CUTTING TIMBER A. In the cutting of timber growth (if any is required), ' .cuts shall be made such that all trees are felled into the area to be cleared. Exercise care when clearing near the clearing limits so as not to damage existing trees, I Section 02102 - 1 nd CMWItInQ Englnflfi s nc pvra Inwrl+orafeL Foyeffevllle, Arkansas IC vegetation structures, or utilities which are outside of ' the clearing limits. Flush cut all stumps not designated for grubbing by cutting to within 2 inches of the ground surface. 2.04 PRESERVATION OF TREES, SHRUBS. AND OTHER VEGETATION IA. Protect trees, shrubbery and other vegetation not designated for removal from damage resulting from the Work. Cut and remove tree branches only where, in the ' opinion of the Engineer, such cutting is necessary to effect construction operation. Remove branches other than those required to effect the work to provide a balanced appearance of any tree, as approved prior to I. removal. Scars resulting from the removal of branches shall be treated with an approved tree sealant. ' B. Trees and shrubbery within and adjacent to the water line easements shall be protected and preserved to the maximum extent possible. Damage to vegetation outside the limits of the permanent and construction easements may result in damage claims against the Contractor. C. Ornamental trees, shrubs, fruit trees, etc., shall be ' protected from damage even if they are located within the limits of the pipeline easement. Obtain Engineer's approval to modify the pipe route, if alternative routes ' will minimize impact on these plantings. If such .plantings must be removed, protect and replant the 'plantings. If plantings are damaged during the process or if they die during the one year warranty period, ' `replace the plantings in kind. 2.05 GRUBBING = DEFINITION ' A. Grubbing shall consist of the removal and disposal of wood or root matter below the ground surface remaining I. after clearing and shall include stumps, trunks, roots, or• root systems greater than 2 inches in diameter or • thickness to a depth of 18 inches below the ground surface. 2.06 CLEARING AND GRUBBING LIMITS A. Clear only areas within the temporary and permanent easements that are absolutely necessary to accomplish pipeline construction. Do not clear outside of the easement limits. Minimize clearing within the easement limits. section 02102 - 2 3 • �_ 7 Consvlllnp Engineers IeooreoralsE Foysfevllls, Arkansas I. B. Grubbing along water lines is required only within the limits of the trench width. 2.07 DISPOSAL OF CLEARING AND GRUBBING DEBRIS ' A. Haul the material from the work site and dispose of in accordance with state, federal, and local laws. Such off -site disposal shall be at the Contractor's sole I. expense. 2.08 STRIPPING - DEFINITION ' A. Stripping shall include the removal and disposal of all organic sod, topsoil, grass and grass roots, and other objectionable material remaining after clearing and ' grubbing from the areas designated to be stripped. The exact- depth of stripping will be deterined by the Engineer. Topsoil requirements are specified in Section ' 02200, EARTHWORK. 2.09 AREAS TO BE STRIPPED IA. Topsoil shall be stripped from the limits of the water line trench. Said topsoil shall be piled separately and 'used as finish topsoil when the trench is backfilled. ' 2.10 DISPOSAL OF STRIPPINGS A. Topsoil from the strippings shall be stockpiled and used for the finished site grading. Excess topsoil shall be disposed of off -site. ' 2.11 PAYMENT A. Payment for the work in this Section will be included as part of the applicable lump sum or unit price amounts stated in the Proposal. ' PART 3 EXECUTION Not Used. END OF SECTION r ' Section 02102 - 3 / ��„ ( Enino gineers /`�M ncolmera ♦ Incorporated Fayetteville, Arkansas I, ' SECTION 02200 EARTHWORK, TRENCH EXCAVATION AND BACKFILL ' PART I GENERAL 1.01 SCOPE A. This Section covers the work necessary for the earthwork, trenching and backfilling complete. 1.02 DEFINITIONS - RELATIVE COMPACTION A. - ."Relative compaction" is defined as the ratio, in I. percent, of the as -compacted field dry density to the laboratory maximum dry density as determined by the Standard Proctor Test, ASTM D698. Corrections for I. oversize material may be applied to either the as -compacted field dry density or the maximum dry density, as determined by the Engineer. 1.03 DEFINITIONS - OPTIMUM MOISTURE CONTENT A: "Optimum moisture content" is defined as the moisture ' content of the material for which the maximum dry density is obtained as determined by ASTM D698. Field moisture contents shall be determined on the basis of the fraction passing the 3/4 -inch sieve. 1.04 . SUBMITTALS IA. Submittals shall be made in accordance with the GENERAL CONDITIONS, SECTION 01300, SUBMITTALS DURING CONSTRUCTION, and the requirements of this section. ' B. Provide the following submittals: 1. Samples for all imported material. PART 2 MATERIALS 2.01 GENERAL IA. Provide all labor, materials, and equipment necessary to accomplish the work specified in this section. IL Section 02200 - 1 1 McClelland CiIncorporated Fayetteville, Arkansas I 1 2.02 COMMON EXCAVATION A. Complete all common excavation regardless of the type, nature, or condition of the materials encountered. The Contractor shall make his own estimate of the kind and ' extent of the various materials to be excavated in order to accomplish the work. ' 2.03 EARTH FILL A. Excavated material free from roots, organic matter, trash, debris, rocks larger than 3 inches, and other deleterious materials. Suitable material may be obtained by the Contractor from the excavation for the proposed • pipelines. Provide imported material of equivalent ' .quality, if required to accomplish •the work. Imported material shall be provided at the Contractor's sole expense. 2.04 GRANULAR FILL A. Imported GRANULAR FILL shall be 1 -1/2 -inch minus crushed ' gravel or crushed rock, free from dirt, clay balls, and organic material, well graded from coarse to fine, containing sufficient finer material for proper ' compaction, and less than 8 percent by weight passing the No. 200 sieve. Arkansas Highway and Transportation .Department classification "Class -7 Base" shall qualify • 'GRANULAR as FILL material. 2.05 SAND IA. Imported natural sand or sand. produced from crushed gravel or crushed rock, maximum size 5/16 inch, 80. percent shall pass a No. 4 sieve, free from clay and organic material, with a maximum of 8 percent passing •the No. 200 sieve. ' 2.06 GRIT A. Imported crushed limestone screenings from concrete coarse aggregate, maximum size 1/2 inch. 1 IL MCCls Mond ` so flog bc Enlnsos- InancorDsra"d Farsllevllls, Arkansas Section 02200 - 2 / I 2.07 TRENCH STABILIZATION MATERIAL A. •Three-inch minus river -run or pit -run gravel, free from clay balls, roots, and organic matter; well crushed gravel or crushed rock graded with less than 8 percent ' by weight passing the 1/4 -inch sieve. Submit samples for approval prior to delivery of the material to the site. 2.08 GRANULAR PIPE BASE AND PIPE ZONE MATERIAL A. Granular pipe base and pipe zone material, as required ' •by the typical trench details on the Drawings, shall be GRANULAR FILL, SAND, GRIT, or materials meeting the requirements of ASTM D2487, Class I and Class II ' embedment materials. 2.09 NATIVE PIPE BASE AND PIPE ZONE MATERIAL A. Trench excavated or imported selected material free of stones larger than one and one -half -inch, roots, debris and organic material. To include silt and clay subsoils, sand and gravel less than one and one -half -inch in size. Use native pipe base and pipe zone material with ductile iron pipe only. Use only granular pipe base and pipe ' zone material with PVC gravity sewer pipe. 2.10 BACKFILL ABOVE THE PIPE ZONE IA. Materials from the excavation containing no particles larger than 6 -inch diameter, free from roots, debris, and organic material. ' 2.11 TOPSOIL IA. Selected topsoil at the site, properly stored and protected, free from roots, sticks, hard clay, and stones which will not pass through a 3 -inch square opening. ' Remove existing grass and overburden before topsoil is excavated. Provide imported topsoil of equal quality if ;required to accomplish the work. 2.12 WATER FOR COMPACTION A. Furnish as required. ' 2.13 COMPACTION EQUIPMENT A. Compaction equipment shall be of suitable type and ' adequate to obtain the densities specified. Section 02200 - 3 Mot;lenond • • Incorporated Fayetteville, Arkansas I Th B Compaction equipment shall be operated in strict ' accordance with the manufacturer's instructions and recommendations. Equipment shall be maintained in such condition that it will deliver the manufacturer's rated compactive effort. Hand -operated equipment shall be capable of achieving the specified densities. 2.14 MOISTURE CONTROL EQUIPMENT A. Equipment for applying water shall be of a type and quality adequate for the work, shall not leak, and shall •be equipped with a distributor bar or other approved ' device to assure uniform application. Equipment for mixing and drying out material shall consist of blades, discs, or other approved equipment. ' 2.15 ROCK EXCAVATION A. Rock excavation will not be a separate pay item in this ,project. Details in the Plans illustrate rock excavation `and cushioning requirements. The Contractor shall utilize mechanical means to facilitate rock removal i.e. ' air -hammer, hoe -ram, trenching machine, etc., as 'explosives and blasting will not be allowed in this Contract. Pipe bedding required in rock excavation areas I. in excess of the normally specified bedding is not an •eligible pay item. ' PART 3 'EXECUTION .3.01 CLEARING, GRUBBING, AND STRIPPING A. Complete clearing and grubbing work as specified in Section 02102, CLEARING, GRUBBING, AND STRIPPING, prior to beginning work in this Section. ' 3.02 STRIPPING TOPSOIL A. Prior to beginning any excavation or fill, strip the ' topsoil to a depth of at least 6 inches or to a depth sufficient to remove all organic material and stockpile :for future use. In general, topsoil shall be removed ' where structures are to be built, embankments or levees constructed, trenches dug, and roads, parking lots, walks, and similar improvements constructed within the areas presently covered with topsoil. Topsoil shall be stored clear of the construction area. Take reasonable care to prevent the topsoil from becoming mixed with subsoil or eroding. ' Section 02200 - 4 / Mtclegand Incorporated narporarod Foyettevllb, Arkan.as I 1 3.03 COMMON EXCAVATION A. Perform all common excavation of every description, regardless of the type, nature, or condition of material encountered, as specified, shown, or required to accomplish the construction. 3.04 EXCAVATION SAFETY A. The Contractor shall be solely responsible for making the excavation in a safe manner. Provide appropriate measures to retain excavation sideslopes to ensure that men working in or near the excavation are protected. 3.05 LIMITS OF EXCAVATION A. Excavate to the depths and widths required. Allow for forms, working space, granular base, and finish topsoil ' where shown or required. Excavation carried below the grade lines shown or established by the Engineer shall be replaced with the same fill material as specified for the overlying fill or backfill, compacted as required ' for such overlying fill or backfill. Where the overlying area is not to receive fill or backfill, replace the overexcavated material and compact to a density not less ' than that of the underlying ground. The Contractor shall correct all overexcavated areas at the Contractor's sole expense. 3.06 REMOVAL OF WATER A. :Provide and operate equipment adequate to keep all ' excavations and trenches free of water. Remove all water during period when concrete is being deposited, when pipe is .being laid, during the placing of backfill unless '-water settling is required, and at such other times as required for efficient and safe execution of the work. Removal of groundwater shall be accomplished in a manner ,.that will preserve the strength of the foundation soils, ' will not cause instability of the excavation slopes, and :will not result in damage to existing structures. ' 3.07 PREPARATIONS FOR PLACING BACKFILLS A. Backfill around concrete structures only after. the concrete has attained the specified compressive strength C ' Section 02200 - 5 1 MCClslland pleas ��� IncoIncorporatedFa)olfevills, Arkansas • indicated in Section 03300, CONCRETE. Remove all form ' materials and trash from the excavation before placing any backfill. Obtain the Engineer's acceptance of • concrete work and attained strength prior to backfilling. B. Do not operate earth -moving equipment within 5 feet of walls of concrete structures for the purpose of ' depositing or compacting backfill material. Compact backfill adjacent to concrete walls with hand -operated tampers or similar equipment that will not damage the I. structure. 3.08 TRENCH EXCAVATION AND BACKFILL A. Excavate for the installation of piping, utilities, and • appurtenances. All obstructions, such as tree roots, stumps, abandoned concrete structures, and other material ' of any type shall be removed. 3.09 TRENCH WIDTH A. Minimum width of unsheeted trenches or the minimum clear width of sheeted trenches in soil trenches in which pipe • is to be laid shall be 8 inches greater than the inside ' diameter of the pipe. Sheeting requirements shall be independent of trench width. The maximum clear width at the top of the pipe or above the pipe will not be ' limited, except in cases where excess width of excavation would cause damage to adjacent structures. B. Minimum trench width in rock excavation areas shall be '12 -inches greater than the inside diameter of the pipe. 3.10 I GRADE 1 A. Carry the bottom of the trench to the depths shown, or as established by the Engineer. Allow for pipe thickness ' and for pipe base or special bedding when specified. Backfill any part of the trench excavated below grade with granular pipe base material or native pipe base I. material, as required by the details on the Drawings, and compact to a density equal to the undisturbed trench • bottom. 3.11 SHORING, SHEETING, AND BRACING OF TRENCHES A. Erect, maintain, and remove shoring, sheeting, and ' bracing as required by all federal, state and local laws, codes and ordinances. ISection 02200 - 6 J MCClelland ConealtJJIQ ers InoorVararo ' p Engineers �L— O Fayetteville, Arkansas I 1 I. 1 I I I I F CI I 3.12 REMOVAL OF WATER A. Removal of water shall be accomplished as specified hereinbefore. 3.13 . TRENCH STABILIZATION A. If the material in the bottom of the trench is unsuitable for supporting the pipe, excavate below the flow line to remove the unsuitable material, and backfill to the required grade with TRENCH STABILIZATION MATERIAL as specified hereinbefore. Unsuitable material is material which is not capable of supporting the pipe base material, pipe and/or backfill (i.e., organics, mud, large rocks, trash, etc.). 3.14 BASE FOR GRAVITY SEWER PIPE A. Place a minimum 6 -inch thickness of granular pipe base of the type hereinbefore specified. Place for the full width of the trench with the top of the granular base at flow line grade. Bed the pipe in the granular base so that the flow line is at the required grade and elevation. Place and finish the gravel base to grade ahead of the pipe laying operation. 3.15 TRENCH BACKFILL AT GRAVITY SEWER PIPE ZONE A. I Backfill the pipe zone to 6 inches above the outside of ,the pipe for the full width of the trench with granular ;pipe zone material as specified hereinbefore. Place in the trench in horizontal lifts not exceeding 6 inches in uncompacted thickness on both sides of the pipe. Thoroughly tamp and supplement by "walking in" the material. Use particular attention in placing material on the underside of the pipe to provide a solid backing and to prevent lateral movement during the final backfilling procedure. 3.16 BASE FOR DUCTILE IRON PIPE IN ROCK TRENCH A. Place a minimum 4 -inch thickness of GRANULAR PIPE BASE ,of the type hereinbefore specified. Place for the full width%of the trench with the top of the granular base at flow line grade. Bed the pipe in the granular base so !that the flow line is at the required grade and • elevation. Place and finish the gravel base to grade ahead of the pipe laying operation. Place GRANULAR PIPE ZONE MATERIAL to a level 6 -inches above the top of the pipe. Section 02200 - 7 / Mapelland Engnnrs Wnwl"ee VP t Incorporated Fayetteville, Arkansas I 3.17 BASE FOR DUCTILE IRON PIPE IN SOIL TRENCH A. Grade soil trench bottoms to the specified depths, for continuous and uniform pipe support. Place NATIVE PIPE BASE AND PIPE ZONE MATERIAL in over excavation areas and I. to a level 4 -inches above the top of the pipe. 3.18 TRENCH BACKFILL ABOVE THE PIPE ZONE A. In trenches under all structures, sidewalks, roads, piping, and similar facilities, except where specifically shown, deposit GRANULAR FILL, as specified hereinbefore, I. in horizontal lifts not exceeding 8 inches in uncompacted thickness. Compact to not less than 95 percent relative compaction. Repair any subsequent damageS caused by ' settlement of trenches at the Contractor's sole expense. B. In trenches under driveways, parking areas, streets and similar areas designated by the Engineer, backfill with compacted native materials to within 6 -inches of the surface. Places 6 -inches of GRANULAR FILL (Class 7 Base) and compact to not less than 95% relative compaction. ' Place additional GRANULAR FILL if settlement occurs, at the Contractor's sole expense. C. In other areas the excavated trench material may be used for backfill. Push by mechanical means, first onto the slope of the backfill previously placed and allow to roll down into the trench. Do not allow free fall of the ' material into the open trench. Under no circumstances allow sharp, heavy pieces of material to drop directly onto the pipe or the material in the pipe zone. Backfill ' material shall not exceed 1/2 cubic foot in size and shall be intermixed with finer material to produce completed fill that is free from detrimental voids and .segregation. Neatly windrow the material over the trench to provide for future settlement. Any excess or •deficiency of backfill material after settlement within the guarantee period shall be corrected by regarding and adding or removing material. 3.19 SITE GRADING ' A. Perform all earthwork to the lines and grades as shown and/or established by the Engineer, with proper allowance ' for topsoil where specified or shown. Shape, trim, and finish slopes of channels to conform with the lines, ;grades, and cross sections shown. Make slopes free of '` Section 02200 - 8 J McClelland ' X70 1 CanwWnp ` nc pWn Inaarp raSd Foystevllls, Arkansas I all exposed roots and stones exceeding 3 -inch diameter I. which are loose and liable to fall. Round tops of banks to circular curbs, in general, not less than a 6 -foot radius. Rounded surfaces shall be neatly and smoothly trimmed. Overexcavating and backfilling to the proper ' grade will not be acceptable. Finished site grading will be reviewed by the Engineer. ' 3.20 DISPOSAL OF EXCESS EXCAVATION A. Dispose of all excess excavated materials, not required ' or suitable for use as backfill or fill, outside of the area of work. Contractor shall make his own arrangements for the disposal of the excavated material and bear all costs or retain any profit incidental to such disposal. ' 3.21 SETTLEMENT IA. Any settlement in backfill, fill, or in structures built over the backfill or fill, which may occur within the 1 -year guarantee period in the General Conditions will be considered to be caused by improper compaction methods ' and shall be corrected at the Contractor's sole expense. Any structures damaged by settlement shall be restored to their original condition by the Contractor at the Contractor's sole expense. 3.22 DRAINAGE CULVERTS ' A. Replace in kind drainage culverts which are destroyed. If the. culvert cannot be reused, dispose of it and furnish and install new pipe. All culverts shall be ' protected from damage or restored to equivalent condition, if damaged, at no cost to the Owner. B. . Replace culverts to the existing lines and grades. Do not replace culverts until the proposed pipeline is installed and the backfill of the trench has been ' .completed to the subgrade of the culvert. 3.23 PAYMENT IA. Payment for the work in this Section will be included as part of the unit price and lump sum bid amounts stated ,in the Proposal. ' B. Payment for trench excavation (regardless of depth), granular pipe base and pipe zone material and trench backfill for gravity sewer pipe shall be included in the 'unit price bid for the gravity sewer pipe. Section 02200 - 9 I. McClelland Cansalllnp Engineers Incorporated Fayellerllle, Arkansas I Pr ' C. Payment for trench stabilization material will be based Ion the unit price per ton stated in the Proposal. Measurement will be based upon individual trip tickets of actual truck measure furnished the Engineer for tons used under this item. Trip tickets shall be presented I. to the Engineer for his signature on the day the material is delivered. No payment will be allowed on trip tickets not so validated by the Engineer. Payment for this item shall constitute full compensation for all materials, labor, equipment, and incidentals necessary to furnish materials at trench side and for placing and compacting ' it in the trench and for the extra depth of trench excavation required below the pipe base grade to provide for a stable base for the pipe. This item is to provide for unstable base encountered in the progress of the work ' and shall be used only under the direction of the Engineer. D. Payment for GRANULAR FILL (Class 7 Base) used for road ' crossings, driveways and other authorized areas will be based on the unit price per ton stated in the Proposal, and the number of tons placed within the authorized ' limits. This payment shall constitute full compensation for the work as specified herein. Quantities for payment purposes shall be the actual number of tons used, based Ion truck weights and trip tickets signed by the Engineer. Trip tickets shall be presented to the Engineer for his signature on the day that the material is delivered. ' This pay item does not include payment for granular pipe base and pipe zone material. Include the cost of this material in the bid price for gravity sewer lines. ' E. No separate payment will be made for protecting, repairing and/or replacing existing culverts. END OF SECTION I I I I ' L Section 02200-10 ' MnClella Engineer.q Engineers Inosrperete0 Fayetteville, Arkansas r 1 SECTION 02218 LANDSCAPE GRADING PART 1 GENERAL 1.01 WORK INCLUDED A. Finish grade subsoil. B. Place, level, and compact topsoil. 1.02 RELATED. WORK A. Section 01400 - Quality Control: Compaction requirements of backfill. B. Section 02200 - Rough Grading - Subsoil contouring. C. Section 02200 - Backfilling: Backfilling and compacting fill. D. Section 02200 - Trenching: Excavation, backfill, and compacting fill in trenches. E. Section 02485 - Finish ground cover. 1.03 PROTECTION A. Protect landscaping and other features remaining as final work. B. Protect existing structures, fences, roads, sidewalks, paving, and curbs. PART 2 'PRODUCTS 2.01 MATERIALS A. Topsoil: Reused or imported, friable loam; free of subsoil, roots, grass, excessive amount of weeds, stone, and foreign matter; acidity range (pH) of 5.5 to 7.5; .containing a minimum of 4 percent and a maximum of 25 percent organic matter. Section 02218 -. 1 J MCClelland Consolting Engineers Incorporated Foyellevll/e, Arkansas i 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. 3.02 SUBSOIL PREPARATION ' A. Eliminate uneven areas and low spots. Remove debris, roots, branches, stones in excess of 3 inches 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. Place during dry weather. 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 I. material while spreading. E. Manually spread topsoil around plants and structures to •prevent damage. 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 grass seeding. 3.04 TOLERANCES •A. Top of Topsoil: Plus or minus 1 inch. ' Section 02218 - 2 J McClelland nsulting ' Engineers ncorporae Incorporated Fayetteville, Arkansas � 1 U. 3.05 SCHEDULE OF LOCATIONS A. The following paragraphs identify compacted topsoil :.thicknesses for various locations. B. Seeded Grass: 6 inches. ' 3.06 PAYMENT A. Payment for the work in this Section will be included as ' part of the unit price bid amounts for pipe, for work •completed along pipelines. END OF SECTION 1 I. 1 H I H H. . ' Section 02218 - 3 J � � Cansalrate Enelneers Inaryeraled Fayette villa, Arkansas 19 I PART I 1.01 I I I SECTION 02485 FINISH GRADING AND GRASS GENERAL SCOPE A. This Section covers the work necessary for the finish grading and grass establishment, complete, including furnishing and delivery of material •and seeding and maintenance of grass. The intention of this Specification is that the Contractor returns areas of 'damaged turf to the condition in which he found them at the start of the job and that a grass stand be established on all cleared areas. The only areas not to be seeded are areas receiving gravel or paved surfaces. 1.02 GENERAL A. See CONDITIONS OF THE CONTRACT and Division 1, GENERAL REQUIREMENTS, which contain information and requirements that apply to the work specified herein and are mandatory for this project. ' PART 2 MATERIALS I I I 2.01 TOPSOIL A. Existing topsoil shall be reused where practical. See Section 02218, LANDSCAPE GRADING. B. Place existing or imported topsoil in areas where topsoil was previously stripped for pipeline work. C. Areas that are cleared, but not stripped of topsoil, shall have the existing topsoil graded and scarified. •Imported topsoil shall not be required. 2.02 SEED A. ,Certified, blue tag, clean, delivered in original, unopened packages and bearing an analysis of the contents, guaranteed 95 percent pure and to have a minimum germination rate of 85 percent, within 1 year of test. Section 02485 - 1 ri I Maaefmne ccnnilng Engineers ame rs IncorDsrareO Fay.Aevm., Arkansas I 2.03 SEED MIX IA. Mix for all areas shall follow the recommendations of the local Agricultural Extension Agent, depending on the season. I Be Separate lawn and field grass mixes shall be utilized, as appropriate for the application area. PART 3 EXECUTION 3.01 PROJECT SCHEDULE ' A. The overall Project Schedule shall show an anticipated time for grading and seeding to take place, so that seasonal consideration can be given attention. ' 3.02 CONSTRUCTION METHODS - GRADING OF TOPSOIL A. Shape the topsoil over the area to the desired shape and ' contour. B. Apply commercial fertilizer at the manufacturer's ' recommended rate, distributing it uniformly with a mechanical spreader. The minimum application rate shall be 500 lbs per acre. Fertilizer blend shall be as recommended by the local Agricultural Extension Agent. 3.03 FINISH GRADING ' A. Thoroughly mix the topsoil and fertilizer. B. Rake the area to a uniform grade so that all areas drain ' in the same manner as at the start of the project. C. Lightly compact before planting grass. ' D. For lawn and garden areas, remove all trash and stones exceeding 3 -inches in diameter from area to a depth of 3 -inches prior to preparation and planting grass. For ' field and timber areas, remove- excavated stone and trash .to an equivalent condition to the adjoining undisturbed area. 3.04 TIME OF SEEDING IA. Conduct seeding under favorable weather conditions during seasons which are normal for such work as determined by accepted practice in locality of project. Section 02485 = 2 MCCbtland ' /160 Engineers Incorporated Fayetteville, Arkansas J IC 1 3.05 MECHANICAL SEEDING A. Sow grassed areas evenly with a mechanical spreader at rate of 100 pounds per acre, roll with cultipacker to cover seed, and,water with fine spray. Method of seeding ' .may be varied at discretion of Contractor on his own responsibility to establish a smooth, uniformly grassed area. 3.06 HYDROSEEDING A. At. the Contractor's option, seed. may be applied by ' 'hydroseeding method. Seeding shall be done within 10 days following soil preparation. Hydroseed all areas at rate of 100 pounds seed and 500 pounds ammonium phosphate ,per acre. B. Proceed with seeding operation on moist soil, but only ' .after free surface water has drained away. C. Exercise due care to prevent drift and displacement of mixture into other areas. 3.07 WINTER PROTECTIVE SEEDING IA. Winter barley or annual rye grass applied at a rate of 120 pounds/acre shall be used after September 15. ' 3.08 MAINTENANCE A. Begin maintenance immediately after each portion of grass ,is planted and continue until a reasonable stand of grass ' has been obtained. Water to keep surface soil moist. Repair washed out areas. by filling with topsoil, fertilizing, and seeding. ' 3.09 GUARANTEE ' A. If, at the end of a 180 -day period, a satisfactory stand ,of grass has not been produced, the Contractor shall renovate and reseed the grass or unsatisfactory portions !thereof immediately, or, if after the usual planting I. season, during the next planting season. If a :satisfactory stand of grass develops by July 1 of the following year, it will be accepted. If it is not ' .accepted, a complete replanting will be required during the planting season meeting all. of the requirements specified under CONSTRUCTION METHODS. 1 ` Section 02485 - 3 J Mapelland rvel gWtting Engineers Incorporated Fayetteville, Arkansas / B. A satisfactory stand is defined as grass or section of • grass that has: No bare spots larger than 4 square feet. Not more than 10 percent of total area with bare spots larger than 1 square foot. 3.10 PAYMENT A. Payment for the work in this Section will be included as • part of the unit price bid per foot of pipe, for pipeline work. END OF SECTION Section 02485 - 4 MCCI. IIaed Conwiting Egleeers �� I ngineers Inwperared Fa)IHevllle, Arkansas I I I SECTION 02601 ASPHALT AND CONCRETE RESTORATION PART 1 GENERAL 1.01 SCOPE A. This section covers the work necessary for the restoration of asphalt pavement, replacement of sidewalks, curb and gutter, drainage facilities, and incidental work, complete. B. See CONDITIONS OF THE CONTRACT and Division 1, GENERAL REQUIREMENTS, which contain information and requirements that apply to the work specified herein and are mandatory for this project. 1.02 STANDARD SPECIFICATIONS A. Where the term "Standard Specifications for Highway Construction" is used, such reference shall mean the current edition of Arkansas Highway and Transportation Department Standard Specifications. Where reference is made to a specific part of the Standard Specifications, such applicable part shall be considered as part of this section of the specifications. In case of a conflict in the requirements of the Standard Specifications and the requirements stated herein, the requirements herein shall 'prevail. 1.03 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 02200 - Earthwork, Trench Excavation and Backfill 1.04 SUBMITTALS DURING CONSTRUCTION A. -Prior to the delivery of specified aggregate to the site, ,the Contractor shall submit samples of the material for the Engineer's approval. Samples shall be typical of materials to be furnished from the proposed source and in conformance with the specified requirements. MGClelland Cansalllno Engineers Illafvgera/ea Fayelle viii., Arkansas Section 02601 - 1 J B. Prior to the delivery of asphalt materials and paving ' mixes to the site, the Contractor shall submit certificates of compliance of such materials with these Specifications. C. Where laboratory testing is specified herein, the Contractor shall employ an independent testing laboratory to conduct such tests and submit certificates of the test results to ensure Specification conformance. D. The costs for submittals shall be included in the ' price(s) quoted for the work under this section. PART 2 MATERIALS 2.01 CONCRETE IA. Concrete for sidewalks, pavement; and miscellaneous construction shall conform to ASTM C 94, Alternate 3; and shall have a design mix proportioned for 3,000 pounds ' .per square inch compressive strength at 28 days. Concrete mix shall contain no less than 5-1/2 sacks of cement per cubic yard. 2.02 CONCRETE FORMS A. All forms for pavement and sidewalks shall be either ' 2 -inch dimensioned lumber, plywood, or metal forms. 2.03 CURING COMPOUND ' A. Commercial grade conforming to ASTM C 309, Type I. 2.04 REINFORCING STEEL A. Conform to ASTM A 615, Grade 40. ' 2.05 BASE COURSE A. .Gravel for the base course shall be clean, hard, durable, pit -run crushed stone which is reasonably graded from ' coarse to fine. Base course shall conform to Section 303 for Class 7 Base of the Standard Specifications for •Highway Construction and compacted as specified herein. 1 1 Section 02601 - 2 MaClellpna • � Erpineers Inporparaled Fayott*Oley Arkansas Ir 2.06 GRAVEL SURFACE COURSE ' A. Gravel for the surface course shall be clean, hard, and durable, and shall be reasonably graded from coarse to fine. The surface course shall conform to Section 303 ' for Class 7 Base of the Standard Specifications for Highway Construction. ' 2.07 ASPHALT CEMENT A. Asphalt cement for binder shall be AC 85-100 paving ' asphalt conforming to the Standard Specifications unless otherwise specified. 2.08 PRIME COAT ' A. .Asphalt to be used for a prime coat shall be asphalt emulsion Type RS -2, CRS -2, or liquid asphalt MC -70, ' .MC -250, or RC -250 conforming to ASTM D 977, D 2397, D 2027, or D 2028. ' 2.09 TACK COAT A. Asphalt emulsion conforming to ASTM D 977 or D 2397, unless otherwise specified. ' 2.10 ASPHALT CONCRETE IA. Asphalt concrete for paving the designated area shall be Type II hot -plant mix and all materials shall conform to the requirements of Section 408 of the Standard Specifications for Highway Construction. Portions of the referenced specification that are obviously not applicable for the type of work to be done shall be disregarded. ' 2.11 CULVERT A. Culvert pipe shall be galvanized corrugated metal pipe not less than 14 -gauge and shall conform to AASHTO M 36 with the added requirement that the pipe and coupling bands shall be completely coated with bituminous material ' conforming to ASTM D 449. Provide manufacturer's ;standard coupling bands, complete. Bolts shall be galvanized. ' Section 02601 - 3 / Mcclslbrid 1 Engineers t incorporated Fap/fevllle, Arkansas I I 1 1 1 I 1 I I i'I I PART 3 EXECUTION 3.01 CONSTRUCTION PROCEDURE A. Trench backfill shall be as specified in Section 02200, EARTHWORK, TRENCH EXCAVATION AND BACKFILL. B. Replace all bituminous pavement damaged under this Contract with like materials. C. Replace concrete pavement damaged under this Contract with minimum of 6 -inch thickness or to conform with existing, whichever is greater. D. In addition to the requirements set forth herein, the work shall conform to the applicable workmanship 'requirements of the AHTD Standard Specifications referenced heretofore. 3.02 REMOVAL OF PAVEMENT, SIDEWALK, CURBS, AND GUTTERS A. Removal of all pavement, sidewalks, curbs, and gutters .shall conform to Section 02200, EARTHWORK, TRENCH EXCAVATION AND BACKFILL, and payment for removal shall be included in that section. 3.03 STREET MAINTENANCE A. Maintain all trenches as specified under Section 02200, EARTHWORK, TRENCH EXCAVATION AND BACKFILL. 3.04 EXCAVATION AND BACKFILL A. Excavation and backfill are specified in Section 02200, EARTHWORK, TRENCH EXCAVATION AND BACKFILL. Special backfill around culvert pipe is specified with the 'culvert installation. 3.05 INSTALLATION OF CULVERT A. Install culvert where shown on the Drawings or where existing culverts are destroyed. Pipe shall be carefully 'bedded to provide uniform bearing. Coupling bands shall be installed in conformance with the manufacturer's recommendations. Use gravel base course to a point 6 inches above pipe. Backfill remainder with base course 'material. Place backfill in 6 -inch lifts uniformly on both sides of the pipe simultaneously, and thoroughly compact each lift with mechanical tampers before placing •the next lift. Section02601-4 / I McClelland E I Consulting Engineers Incorporated Fayetteville, Arkansas 3.06 PREPARATION OF SUBGRADE A. Bring subgrade to proper grade and cross section shown by means of a blade grader or other suitable equipment. Compact subgrade with bulldozer, roller, loaded trucks, ' or other suitable equipment moving uniformly over the surface. As the compaction of the subgrade proceeds, dig out all soft or spongy areas and fill the resulting ' .holes with locally available red chert, clay gravel, or other material satisfactory to the Engineer. Dispose of excess materials resulting from grading. Do not permit heavy machinery to operate adjacent to structures where ' such operations may cause damage. The finished subgrade shall provide a satisfactory base for the road and be acceptable to the Engineer. ' 3.07 BASE COURSE A. Spread gravel base course on prepared subgrade in a ' uniform layer, without segregation of size, to such loose depth that, when compacted, the course shall have a thickness of 6 -inches. Compact the base course to a ' minimum of 95 percent of the maximum density as determined by ASTM D 1557. Sprinkle base material as necessary to aid compaction. . Blade ruts and ' irregularities smooth during the compaction process until a smooth surface, conforming to the grade shown, is obtained. ' 3.08 SURFACE COURSE TOP COURSE A. The cross section of the finished surface shall be ' subject to reasonable variation by the Engineer to meet the varying conditions encountered. Spread the 1 -1/2 -inch minus rock to such a loose depth that, when ' compacted, it will be a minimum depth of 2 -inches. Compact the surface material to the same as that 'specified for the base course and blade until the top surface is smooth and conforms to the grade and crown 'requirements shown. 3.09 TACK COAT ' A. Apply a tack coat on existing asphalt concrete pavement and to each lift of new pavement that is to receive a succeeding lift in conformance with Section 403 of the Standard Specifications for Highway Construction. I ' ` Section 02601 - 5 Mapelland en L 1 Engineers InaoraorWed Fayeffevllle$ Arkansas I W I I I I I J 3.10 PRIME COAT A. The prime coat shall be appli in accordance with Section specification at the rate of square yard of surface area. determined by the Engineer. ed to the leveling course 403 of the referenced 0.20- to 0.30 -gallon per The exact amount is to be 3.11 CONSTRUCTION OF ASPHALT CONCRETE PAVEMENT A. Lay asphalt concrete over the base course in a single lift and the compacted depth shall be 3 -inches. The method of proportioning, mixing, transporting, laying, processing, rolling the material, and the standards of workmanship shall conform to the applicable requirements of Section 408 of the Standard Specifications. B. The Engineer will examine the base before the paving is ,begun and bring any deficiencies to the Contractor's attention to be corrected before the paving is started. Roll each lift of the asphalt concrete and compact to the density specified in the referenced Standard Specification for Highway Construction. The grade, line, and cross section of the finished surface shall conform to the Drawings. Asphalt or asphalt stains which are noticeable upon surfaces of concrete or materials which will be exposed to view shall be promptly and completely removed. ' 3.12 SURFACE RESTORATION [1 L I L L H A. Maintain all trenches as specified under Section 02200, EARTHWORK, EXCAVATION AND BACKFILL, until surface restoration is completed. 3.13 ASPHALT CONCRETE PAVEMENT REPLACEMENT FOR PIPE TRENCHES A. Bring the trench to a smooth, even grade at the correct distance below the top of the existing pavement surface ,so as to provide adequate space for the base course and ,pavement. Trim existing pavement to a straight line to :remove any pavement which has been damaged or which is •broken and unsound to provide a smooth, sound edge for •joining the new pavement. Section 02601 - 6 Li MOGo!!a W Cnens Engineers InwrperaNa Fayelfevllle. Arkansas I B. Compact the subgrade with mechanical vibratory or impact tampers to a minimum of 95 percent of maximum as ' determined by ASTM D 1557. Any subsequent settlement of the finished surfacing during the warranty period shall be promptly repaired by the Contractor, at the ' Contractor's sole expense. C. Place sufficient base course on the subgrade to obtain ' a thickness of 6 inches after compaction. Place for the full width of the trench and process as required to .provide a smooth surface without segregation. ID. Compact the base course with mechanical vibratory or impact tampers to a minimum of 95 percent of maximum density as determined by ASTM D 1557. Any subsequent I. settlement of the finished surfacing during the warranty period shall be promptly repaired by the Contractor, at .the Contractor's sole expense. ' E. Place base course under all pavement to be replaced and, in addition, under gravel surfaced shoulders and other gravelled areas. ' F. After the leveling course has been compacted, apply an asphalt prime coat, specified above, at 0.20 to 0.30 ' gallon per square yard to the surface of the leveling course and to the edges of the existing pavement. G. Place the asphalt concrete on the prepared subgrade over I. the trench to a compacted depth of not less than 3 inches or the depth of the adjacent pavement, whichever is greater. Spread and level the asphalt concrete with hand tools or by use of a mechanical spreader, depending upon the area to be paved. Bring the asphalt concrete to the proper grade and compact by rolling or the use of hand ' tampers where rolling is impossible or impractical. H. Roll with power rollers capable of providing compression of 200 to 300 pounds per linear inch. Begin the rolling I. from the outside edge of the replacement progressing toward the existing surfacing, lapping the existing surface at least 1/2 the width of the roller. If existing surfacing bounds both edges of the replacement, begin rolling at the edges of the replacement, lapping the existing surface at least 1/2 the width of the ' roller, and progress toward the center of the replacement area. Overlap each preceding track by at least 1/2 the width of the roller and make sufficient passes over the entire area to remove all roller marks. 1 Section 02601 - 7 MCCIe flood • e+ ` I Erglneers Incorporated Fay ttevlllor Arkansas r 1 I. The finished surface of the new compacted paving shall be flush with the existing surface and shall conform to the grade and crown of the adjacent pavement. ' J. Immediately after the new paving is compacted, all joints between new and original asphalt pavement shall be painted with hot asphalt or asphalt emulsion and be covered with dry paving sand before the asphalt 'solidifies. K. The surface smoothness of the replaced pavement shall be • ' such that when a straightedge is laid across the patch area between the edges of the old surfacing and the surface of the new pavement, the new pavement shall not ' deviate from the straightedge more than 1/4 inch. 3.14 WEATHER CONDITIONS A. Asphalt shall not be applied to wet material. Asphalt shall not be applied during rainfall, sand or dust storms, or any imminent storms that might adversely ' affect the construction. The Engineer will determine when surfaces and material are dry enough to proceed with construction. Asphalt concrete shall not be placed (1) when the atmospheric temperature is lower than 40 degrees F, (2) during heavy rainfall, or (3) when the surface upon which it is to be placed is frozen or wet. Asphalt for prime coat shall not be applied when the surface ' temperature is less than 50 degrees F. Exceptions will be permitted only in special cases and only with prior written approval of the Engineer. ' 3.15 PROTECTION OF STRUCTURES A. Provide whatever protective covering may be necessary to protect the exposed portions of bridges, culverts, curbs, gutters, posts, guard fences, road signs, and any other structures from splashing oil and asphalt from the paving ' operations. Remove any oil, asphalt, dirt, or any other undesirable matter that may come upon these structures by reason of the paving operations. • B. • Where water valve boxes, manholes, catch basins, or other underground utility appurtenances are within the area to be surfaced, the resurfacing shall be level with the top of the existing finished elevation of these facilities. .1 Section 02601 - 8 • M<Gaiiand engineers Erprae Incorporated Fayertevifie, Arkansas I Pr I I I If it is evident that these facilities are not in accordance with the proposed finished surface, notify the Engineer to have the proper authority contacted in order to have the facility altered before proceeding with the resurfacing around the obstruction. Consider any delays experienced from such obstructions as incidental to the paving operation. No additional payment will be made. Protect all covers during asphalt application. ' 3.16 EXCESS MATERIALS H L I I I [I I C I I C I I A. Dispose of all excess materials. Make arrangements for the disposal and bear all costs or retain any profit incidental to such disposal. 3.17 CONTRACTOR'S RESPONSIBILITY A. Settlement of replaced pavement over trenches within the warranty period shall be considered the result of • improper or inadequate compaction of the subbase or base materials. The Contractor shall promptly repair all pavement deficiencies noted during the warranty period at the Contractor's sole expense. 3.18 CONCRETE PAVEMENT A. ,Pavement replaced shall be the same thickness as that removed, except that in no instance shall it be less than a minimum of 6 inches. Protect the newly placed concrete from traffic for a period of 7 days and cure by covering with burlap, sand, earth, or sawdust, which is kept continuously wet. B. .Handle and place concrete pavement in accordance with the Standard Specifications for Highway Construction of the Arkansas State Highway and Transportation Department. 3.19 GRAVEL SURFACING A. •Where required by the Drawings, and where necessary to match existing surfaces, place crushed rock, gravel ,surfacing material, as specified herein, on streets, driveways, parking areas, street shoulders, and other gravelled areas disturbed by the construction. Spread the rock by tailgating and supplement by hand labor where necessary. Level and grade the rock to conform to existing grades and surfaces. Section 02601 - 9 I MCClelloaA Conw111non ?s rHd r° trot Engineers Incorporated Fayette ville, Arkansas I r rk 3.20 SIDEWALKS AND CURBS A. Replace concrete sidewalks and curbs to the same section width, depth, line and grade as that removed or damaged. Cut ends of existing curb to a vertical plane. Prior to ' replacing the sections, properly backfill and compact the trench to prevent subsequent settlement. B. Cut ends of existing curbs to a vertical plane. ' ;Construct forms to match existing. Place concrete and finish exposed surfaces similar, to adjacent curb. IC. ;Replace concrete sidewalks between scored joints and make replacement in a manner that will avoid a patched appearance. Provide a minimum 2 -inch thick compacted I. gravel base course of quality hereinbefore specified. Finish concrete surface similar to the adjacent sidewalks. Score joints and finish edges with a steel edging tool. D. Tunneling under curbs and sidewalks is optional. However, should any subsequent cracking, subsidence, or any other indication of failure occur within the warranty • period, the damaged section shall promptly be replaced at the Contractor's sole expense. ' 3.21 ASPHALT DRIVEWAYS AND WALKS A. Replace asphalt driveways and walks in accordance with ' ASPHALT CONCRETE PAVEMENT REPLACEMENT. 3.22 CLEANUP ' A. Clean up all debris and unused materials from the paving operation. Clean all surfaces that have been spattered ' 'or defaced as a result of the paving operation. 3.23 CONTRACTOR'S RESPONSIBILITY I. A. The Contractor shall be fully responsible for settlement or deterioration of the finished street crossing pavement during the warranty period. ' 3.24 PAYMENT A. Payment for the work under this section shall be based on the appropriate unit prices stated in the Contractor's ;Proposal. Payment shall be considered full compensation for furnishing all labor, materials, and equipment to complete the work as specified under this section. ' ` Section 02601 - 10 ktcCle Mane Engineers • Incorporated Fayetteville, Arkansas J 0 B. Payment for replacement of gravel surface and base course shall be made as specified in Section 02200, EARTHWORK, .TRENCH EXCAVATION AND BACKFILL. 3.25 ASPHALT CONCRETE AND PORTLAND CEMENT CONCRETE PAVEMENT REPLACEMENT A. Payment for asphalt concrete and portland cement concrete pavement will be based on the unit price per square yard stated in the Contractor's Proposal for the actual area replaced. Payment will be limited to a maximum width of 8 feet. All pavement damaged outside this 8 -foot limit shall be replaced at the Contractor's sole expense. The number of square yards will be measured by the Engineer. B. The unit prices shall include payment for excavation required to provide space for the surfacing, preparation of the trench, tack coat, prime coat, surfacing, disposal .of all excess excavated materials, and all other work required to complete the resurfacing. 3.26 SIDEWALK REPLACEMENT A. Payment for replacing the damaged sidewalks shall be based on the unit price per square yard as stated in the Contractor's Proposal. Payment will, however, be limited to sidewalks replaced within 4 feet of the pipe centerline. All sidewalks damaged outside this limit shall be replaced at the Contractor's sole expense. 3.27 i CURB AND GUTTER REPLACEMENT I A. Payment for replacing damaged curb ^G(and gutter where applicable) shall be based on the unit price per linear foot as stated in the Contractor's Proposal. Payment will, however, be limited to curbs and gutters replaced .within 4 feet of the pipe centerline. All curbs and gutters damaged outside of this limit shall be replaced at the Contractor's sole expense. END OF SECTION Section 02601 - 11 J McClelland Engineers Incorporated Fa,etlev111e1 Arkansas ' i 1 SECTION 02740 MANHOLE CONSTRUCTION • PART 1 GENERAL 1.01 SCOPE A. 'This section covers the work necessary for the ' construction of manholes, complete. Manhole Details are as shown on the Drawings. PART 2 MATERIALS • 2.01 BASE ROCK • A. Clean gravel or crushed rock conforming to the requirements for GRANULAR FILL as specified in Section .02200, EARTHWORK, TRENCH EXCAVATION AND BACKFILL. 2.02 CONCRETE ' A. Ready -mixed, conforming to ASTM C94. Compressive field strength for manhole bases and walls shall be not less .than 3,000 psi at 28 days. Maximum size of aggregate shall be 1-1/2 inches. Slump shall be between 2 and 4 inches. 2.03 FORMS A. .Exterior exposed surfaces shall be plywood. Others shall ' be matched boards, plywood, or other approved material. Form all vertical surfaces. Trench walls, large rock, or earth will not be approved form material. 2.04 REINFORCING STEEL A. Conform to ASTM A 615, Grade 40, deformed bars. ' 2.05 POURED -IN -PLACE MANHOLES IA. Poured -in -place type manholes must be used in accordance with details of construction approved by the Engineer. .Precast manhole sections will not be used. Section 02740 - 1 McClelland Consul? in Engineers Incorporated Fo)Ntevllls, Arkansas ' 2.06 MORTAR A. Standard premixed mortar conforming to ASTM C 387 or ' proportion 1 part portland cement to 2 parts clean, well -graded sand which will pass a 1/8 -inch screen. Admixtures may be used not exceeding the following ' percentages of weight of cement: Hydrated lime, 10 percent; diatomaceous earth or other inert materials, 5 percent. Consistency of mortar shall be such that it I. will readily adhere to the pipes 2.07 - MANHOLE STEPS IA. Manhole steps shall be cast iron steps conforming to all OSHA requirements. Rungs shall be Neenah Catalog No. .R -1982-J or equal, as detailed on the Drawings. Space I. rungs vertically as shown in Detail on the Drawings. B. Alternative, steel steps encapsulated with polyethylene may be used provided that they conform to the following I. load requirements and dimensions of the above specified steps. IC. The installed steps shall be located so as to provide a continuous ladder with steps equally spaced vertically in the assembled manhole. They shall be capable of ' withstanding a force of 350 pounds, applied at any place on the step and in any direction which projects from the point of application through a diameter of the step cross-section at that point, with no permanent ' deformation resulting. Steps shall be cast into the manhole wall. ' 2.08 MANHOLE FRAMES AND COVERS • A. Model listed or equal: I Sanitary Manholes Neenah R-1773 lid shall be lettered "SANITARY SEWER" PART 3 EXECUTION 3.01 EXCAVATION AND BACKFILL A. Conform to applicable portions of Section 02200, EARTHWORK, TRENCH EXCAVATION AND BACKFILL. Backfill around manholes shall be of same quality as trench backfill immediately adjacent. 7 I Section 02740 - 2 MCCI. Iand ' Ennsaltls en ` I Engineers ng Incorporated Fayette vllle, Arkansas I. r 1 ' 3.02 ROCK BASE I El I I I I H I I I I I I I A. Remove water from the excavation. Place a minimum of 6 inches of GRANULAR FILL as specified in Section 02200, EARTHWORK, TRENCH EXCAVATION AND BACKFILL thoroughly compact with a mechanical vibrating or power tamper. 3.03 MANHOLE INVERT A. Construct manhole inverts in conformance with details shown on the Drawings, and with smooth transitions to ensure an unobstructed flow through manhole. Remove all sharp edges or rough sections which tend to obstruct flow. Where a full section of pipe is laid through a manhole, cut out the top section as indicated and cover exposed edge of pipe completely with mortar. Trowel all mortar surfaces smooth. 3.04 •MANHOLE WALL A. Construct manhole wall in accordance with procedures described for concrete wall construction in Section 03300, CONCRETE. 1 3.05 MANHOLE FRAMES AND COVERS A. Install frames and covers on top of manholes to .positively prevent all infiltration of surface or groundwater into manholes. Frames shall be set in a bed of mortar with the mortar carried over the flange of the .ring as shown in the Manhole Details on the Drawings. Set frames so tops of covers are flush with surface of adjoining pavement or ground surface, unless otherwise shown or directed. 3.06 HYDROSTATIC TESTING A. When, in the Engineer's opinion, the groundwater table is too low to permit visual detection of leaks, sanitary sewer project manholes shall be hydrostatically tested. The test shall consist of plugging all inlets and outlets and filling the manhole with water to the base of the cover ring. Leakage in each manhole shall not exceed 0.1 gallon per hour per foot of head above the invert. A manhole may be filled 24 hours prior to time of testing, if desired, to permit normal absorption into the manhole walls to take place. Repair all manholes that do not meet the leakage test, or are unsatisfactory from visual inspection, to conform to the requirements herein. Section 02740 - 3 MaLle eland conT `I ncor or to Engineers incorporated Foyellevitle, Arkansas � 1 I 3.07 PAYMENT IA. Payment for the work in this section will be included as part of the unit price bid amount stated in the Proposal. No extra payment will be made for manholes of different depths. ' END OF SECTION 1 1 1 I 1 1 1 1 ' Section 02740 - 4 M26lland ''�iJ' Caneu/ring Engineers Incprpgrgred Fayeffevllle, Arkansas SECTION 02750 MANHOLE REHABILITATION PART 1 GENERAL 1.01 'SCOPE A. The.work consists of spray applying a cementitious mix to the. walls and benches of manholes, resulting in a ,monolithic liner of a minimum 3/8 inch thickness. The applicator, approved and trained by Strong Systems, shall furnish all labor, equipment and materials for installing Strong -Seal MS -2 over brick, tile, precast concrete or concrete block manholes, new or used, using a SprayMate Model 35-C machine. The rehabilitation process shall .also include the replacement of the manhole ring and .cover to match that used on the new manhole constructed under this contract. The installation shall be in accordance with the manufacturer's recommendations and with the following specifications. ' 1.02 DEFINITIONS A. Applicator as used herein shall describe a private contractor hired to perform designated manhole rehabilitation with personnel trained for the application. PART 2 MATERIALS 2.01 STRONG -SEAL MS -2: A. A proprietary pre -blended mixture of portland cement, 'chemically -active aggregates, glass fibers and other additives specifically selected for special properties as manufactured by StrongLite Products Corporation and designated Strong Seal MS -2. 2.02 WATER A. Shall be clean and potable. Section 02750 - 1 MCClellane con..j fling r— Engineers Inwrporallo Fayetteville, Arkansas bg J r 1 2.03 OTHER MATERIALS A. No material (other than water) shall be used with or added to STRONG -SEAL MS -2 without prior approval or recommendation from StrongLite Products Corporation. ' 2.04 PHYSICAL PROPERTIES IA. Density at placement, pcf, min....95 lbs/ft} B. Compressive strength, ASTM C495, minimum 28 days......... ......3000 psi 2.05 MANHOLE STEPS, FRAMES AND COVERS A. As specified in Section 02740, MANHOLE CONSTRUCTION. PART 3 EXECUTION 3.01 PREPARATION A. Place covers over invert before prepping. B. All foreign materials shall be removed from the manhole ' walls and bench using high pressure water spray (minimum 1200 psi). Loose and protruding brick, mortar and concrete shall be removed using a mason's hammer and chisel and/or scrapers. Fill any voids with STRONG -SEAL ' MS -2 at least one (1) hour prior to spray application of the first coat. IC. Active leaks shall be stopped using products specifically for that purpose according to manufacturers' recommendations. Some leaks may require grouting to stop the inflow. Contact Strong Systems for grouting instructions. D. After all preparation is completed, all loose material shall be removed. 3.02 MIXING A. Place water in mixer drum in an amount equal to 2.25 to ' 2.5 gallons per bag of STRONG -SEAL MS -2, then add product ,while continuously mixing (about 35 rpm) and mix for one (1) minute. Discharge mix into holding hopper and repeat to assure continuous supply of mix of consistent quality. Section 02750.- 2 � MCCle fiend ' To I CnnwHind � Etpineers Inosrporpted Fayetteville, Arkansas I I I 'I l I I I I I I E I Do not discharge until.material in hopper has been used to a point just prior to the pump taking in air. CAUTION: DO NOT OVERMIX; DO NOT RUN PUMP EMPTY. 3.03 SPRAYING A. The surface prior to spraying shall be damp without noticeable free water droplets or running water. Spray apply material to a minimum uniform thickness to ensure that all voids and crevices are filled and a smooth surface remains after troweling. The troweling shall compact material into voids and crevices and "set" the bond on the manhole surface (brick , tile, block or concrete). B. After the first application has set a minimum of an hour, but not over 72 hours, spray apply a second coat to assure a minimum total thickness of 3/8" and trowel to a smooth finish. After the second application to the walls, the wooden bench covers are removed and the bench is sprayed from walls to the invert in such a manner so .as to produce a bench having a gradual slope from the walls to the invert with the wall/bench jointure built up and rounded to a uniform radius the circumference of .the jointure. The thickness on the bench shallbe no less than 1/2 -inch at the invert and shall increase in the direction of the wall so as to provide the required slope. C. No application shall be made when ambient temperatures are less than 40°F and when freezing is expected within 24 hours unless specific recommendations are made by •StrongLite products Corp. If ambient temperatures are in excess of 90-F, precautions shall be taken to keep mixing water below 85-F, using ice if necessary. 3.04 CURING A. - Ambient conditions in manholes are adequate for curing when the manhole is covered. Section 02750 - 3 McClelland Consolers Engineers n Iarporaeralsa Fayetteville, Arkansas 1 r 3.05 MATERIAL TESTING IA. At least two 3 inch diameter x 6 inch tall cylinders shall be taken from each day's work with the date, location and job recorded on each. The cylinders shall be sent to a testing laboratory designated by the Owner for testing, where a 28 -day compression test will be made and recorded. B. !Manhole testing shall take place following its construction. ' 3.06MANHOLE TESTING A. Before entering any manhole, follow all local, state and federal safety precautions. B. Plug all manhole entrances and exits other than the ' manhole top access using suitably sized pneumatic or mechanical pipeline plugs and follow all manufacturer's recommendations and warnings for proper and safe installation of such plugs. Make sure such plugs are properly rated for the pressures required for the test. The standard test of 10" Hg. (mercury) is equivalent to approximately 5 PSIG (.03 bar) backpressure. Unless such ' plugs are mechanically restrained, it is recommended that the plugs are used with a minimum two times (2x) safety factor or a minimum of 10 PSIG (0.7 bar) backpressure usage rating. CAUTION: BRACE INVERTS IF LINES ENTERING THE MANHOLE. HAVE NOT BEEN BACKFILLED TO PREVENT PIPE FROM BEING DISLODGED - AND PULLED INTO THE MANHOLE. C. Install the vacuum tester head assembly at the top access of manhole. Adjust the cross brace to ensure that the inflatable sealing element inflates and seals against the straight top section of the manhole if possible. D. Attach the vacuum pump assembly to the proper connection on the test head assembly. Make sure the vacuum inlet/outlet valve is in the closed position. E. Following safety precautions and manufacturers' 'instruction, inflate sealing element to the recommended maximum inflation pressure. CAUTION: DO NOT OVERINFLATE! 1 Section 02750 - 4 J Made fiend consul' I I nccrp.Ane Engineers Inoarparoroa Fayette viii., Arkansas Ir F. Start the vacuum pump assembly engine and allow preset RPM to stabilize. G. Open the inlet/outlet ball valve and evacuate the manhole to 10" Hg. (approximately negative 5 PSIG, 0.3 bar). ' CAUTION: DO NOT PRESSURIZE MANHOLE! THIS MAY RESULT IN MANHOLE DAMAGE AND/OR RESULT IN MANHOLE TEST I. HEAD DISLODGING FROM MANHOLE INLET! H. Close vacuum inlet/outlet ball valve and monitor vacuum for one (1) minute. If vacuum does not drop in excess ' of 1" Hg., manhole is considered acceptable and the manhole passes the test. If manhole fails the test, complete necessary repairs and repeat test procedures until satisfactory results are obtained. ' 3.07 MANHOLE STEPS, FRAMES AND COVERS A. Prior to installing new liner in existing manholes, remove existing steps and frames. Grout new steps and ' frames in place and allow grout to cure. Then apply rehabilitation liner to manhole walls, and over the new l grout areas. 3.08 PAYMENT A. Payment for the rehabilitation of the existing manholes as described in this section, shall be by the lineal foot as measured from the downstream invert to the top of the ring, in units to the nearest 1/2 foot. Payment ' hereunder at the unit price bid per vertical foot, shall include all labor, materials, (including steps) and testing necessary to complete the rehabilitation. ' Separate payment will be made for the ring and covers. B. Payment for the furnishing and installation of new frames and covers for the rehabilitated manholes shall be by the unit price bid. This shall include all labor and materials necessary to complete this installation. IEND OF SECTION I Section 02750 = 5 J MaLlslI nd I. ,.I ,sT rrs LonWI/InQ r era Inw paratS FayMMevllle, Arknnaaa SECTION 03210 REINFORCING STEEL ' PART I GENERAL 1.01 SCOPE IA. This Section covers the work necessary to furnish and install, complete, the reinforcing steel and welded wire fabric. 1.02 GENERAL A. •See CONDITIONS OF THE CONTRACT and Division 1, GENERAL REQUIREMENTS, which contain information and requirements that apply to the work specified herein and are mandatory .for this project. ' 1.03 SUBMITTALS DURING CONSTRUCTION IA. Submittals during construction shall be made in accordance with Section 01300, SUBMITTALS DURING CONSTRUCTION, in Division 1, GENERAL REQUIREMENTS. In •,addition, the following specific information shall be provided: 1. Bending Lists '2. Placing Drawings PART 2 MATERIALS 2.01 DEFORMED REINFORCING BARS ' A. Deformed billet -steel bars conforming to ASTM A615, Grade 40. 2.02 WELDED WIRE FABRIC A. Conform to ASTM A 185 or A 497. 1 • MCLlelland rsr consuulrig Engineers Incorporated Faye{lehlle, Arkansas Section 03210 - 1 I r I L 2.03 ACCESSORIES A. Tie wire shall be 16 -gauge, black, soft -annealed wire. Bar supports shall be of proper type for intended use. Bar supports in beams, columns, walls, and slabs exposed to view after stripping shall be small rectangular • concrete blocks made up of the same color and same strength concrete being placed around them. Use concrete supports for reinforcing in concrete placed on grade. Conform to requirements of "Placing Reinforcing Bars" published by CRSI. PART 3 EXECUTION 3.01 GENERAL A. Conform to "Placing Reinforcing Bars", Recommended Practices, Joint Effort of CRSI-WCRSI, prepared under the direction of the CRSI Committee on Engineering Practice. B. Notify the Engineer when reinforcing is ready for inspection and allow sufficient time for this inspection prior to casting concrete. 3.02 DELIVERY AND STORAGE A. Deliver steel with suitable hauling and handling equipment. Tag steel for easy identification. Store to prevent contact with the ground. The unloading, storing, and handling bars on the job shall conform to CRSI publication "Placing Reinforcing Bars". 3.03 PLACING REINFORCING STEEL - CLEANING A. Clean metal reinforcement of any loose mill scale, oil, earth and other contaminants. 3.04 STRAIGHTENING AND REBENDING REINFORCING STEEL A. Do not straighten or rebend metal reinforcement. Where construction access through reinforcing is a problem, bundling or spacing of bars instead of bending shall be used. Submit details and obtain Engineer's review prior to placing. Section 03210 - 2 / MCQlegand Consulting nln.rat -� Incorporated Foyer Fayelleyule, Arkansas i 3.05 PROTECTION, SPACING, AND POSITIONING OF REINFORCING STEEL A. Conform to the current edition of the ACI Standard Building Code Requirements for Reinforced Concrete (ACI 318), reviewed placing drawings and design drawings. 3.06 REINFORCING STEEL - LOCATION TOLERANCE A. Conform to the current edition of "Placing Reinforcing Bars" published by Concrete Reinforcing Steel Institute and to the Details and Notes on the Drawings. 3.07 SPLICING A. Conform to Drawings and current edition of ACI Code 318. Splices in adjacent bars shall be staggered. 3.08 TYING DEFORMED REINFORCING BARS A. Conform to the current edition of "Placing Reinforcing Bars" published by Concrete Reinforcing Steel Institute and to the Details and Notes on the Drawings. 3.09 REINFORCEMENT AROUND OPENINGS A. Place an equivalent area of steel around the pipe or opening and extend on each side sufficiently to develop bond in each bar. See the Details on Drawings for bar extension length each side of opening. Where welded wire fabric is used, provide extra reinforcing using fabric of deformed bars. 3.10 WELDING REINFORCEMENT A. Welding shall not be permitted unless the Contractor submits detailed shop drawings, qualifications, and radiographic nondestructive testing procedures for review by the Engineer. The Contractor shall obtain the results of this review prior to proceeding. The basis for the Contractor submittals shall be The Structural Welding 'Code, Reinforcing Steel, AWS D1.4-79, published by the American Welding Society and the applicable portions of ACI 318, current edition. The Contractor shall test 10 percent of all welds using radiographic, nondestructive testing procedures referenced in this code. Section 03210 - 3 MCCte nand �l-_ t fne inQ Engineers 1nMr0argfetl Fayetteville, Arkansas J IC 3.11 PLACING WELDED WIRE FABRIC I I I L C I I I I I I I A. Extend fabric to within 2 inches of the edges of the slab, and lap splices at least 1-1/2 courses of the fabric and a minimum of 6 inches. Tie laps and splices securely at ends and at least every 24 inches with 16 -gauge black annealed steel wire. Ensure that the • welded wire fabric is placed at the proper distance above the bottom of the slab. Conform also to ACI 318-77 and to the current Manual of Standard Practice, Welded Wire .Fabric, by the Wire Reinforcement Institute regarding placement, bends, laps, and other requirements. 3.12 FIELD BENDING A. Field bending of reinforcing steel bars is not permitted when rebending will later be required to straighten bars. Rebending of bars at the same place where strain • hardening has taken place due to the original bend will damage the bar. Consult with the Engineer prior to any pour if the contractor foresees a need to work out a solution to prevent field bending. 3.13 PAYMENT A. Payment for the work in this Section will be included as part of the applicable unit price bid amounts stated in the Proposal for concrete items. END OF SECTION Section 03210 - 4 H MCClelland b Can p Engineers Incnrooraree Fayellevh)., Arkansas SECTION 03300 CONCRETE PART I GENERAL ' 1.01 SCOPE A. This section covers the work necessary to furnish and install, complete, the cast -in -place concrete, including formwork. B. See Part 3, CONDITIONS OF THE CONTRACT, and Division 1, ' GENERAL REQUIREMENTS, which contain information and requirements that apply to the work specified herein and are mandatory for this project. 1.02 SUBMITTALS DURING CONSTRUCTION A. Submittals during construction shall be made in I. accordance with Section 01300, SUBMITTALS DURING CONSTRUCTION, in Division 1, GENERAL REQUIREMENTS. In addition, the following specific information shall be '• ,provided: 1. Concrete Mix Design 2. Certification for Aggregate Quality 1.03 PLANT INSPECTION A. The Engineer shall have access to and have the right to ' inspect all batch plants, cement mills, and supply facilities of suppliers, manufacturers, subcontractors, ,and contractors providing products included in these Specifications. Batch plants shall have current certification that all weighing scales have been tested and are within the tolerances as set forth in the National Bureau of Standards Handbook No. 44. B. •Batch plant equipment shall be either semiautomatic or • fully automatic. 1.04 RELATED WORK SPECIFIED IN OTHER SECTIONS '• A. Section No. Item 02601 Asphalt and Concrete ' Surface Restoration 02740 Manhole Construction 03210 Reinforcing Steel Section 03300 - 1 MCCIelland lgWINnQ ` Engineers Incorporated Fayetteville, Arkansas J 1 ci I I I I I I I 1 PART 2 PRODUCTS 2.01 CEMENT A. Cement type will be submitted by the Contractor for the Engineer's approval. 2.02 WATER A. Clean and free from oil, acid, alkali, organic matter, or other deleterious substances. 2.03 CONCRETE AGGREGATES - GENERAL A. Natural aggregates, free from deleterious coatings, • conforming to ASTM C33, together with all referenced ASTM Standard Specifications, except as modified herein. Aggregates shall not be potentially reactive as defined in Appendix XI of ASTM C33. The Contractor's attention is directed also to Paragraph 51.1 of Appendix XI of ASTM C 33 since evidence of reactive problems on existing structures shall be used also to prove that sources of aggregates are reactive and cannot be used. The Contractor shall be responsible for meeting these Specifications and shall import nonreactive aggregates if local aggregates are reactive. Aggregates shall be thoroughly and uniformly washed before use. 2.04 FINE AGGREGATES A. Conform to ASTM C33. shall not. exceed 4 natural sand. 2.05 COARSE AGGREGATE Materials finer than the 200 sieve percent. Use only clean, sharp, A. Use only natural gravels, a combination of gravels and crushed gravels, crushed stone, or a combination of these materials containing no more than 15 percent float or • elongated particles (long dimension more than five times the short dimension). Materials finer than the 200 sieve shall not exceed 0.5 percent. McClelland � � l Engine s ' incorporated Fayetteville, Arkansas Section 03300 - 2 I 2.06 GROUTS - NONSHRINK A. Nonshrink grout for general use where required, shall conform to the Corps of Engineers' Specification for Nonshrink Grout, CRD-C621-81, and to these Specifications. The grout shall be subject to prequalification tests performed by the grout manufacturer. The results of the tests shall be I. submitted to and evaluated by the Engineer ad included in this Specification prior to bidding to be acceptable. - The tests shall be performed in an independent test laboratory or other prearranged location approved by the I. Engineer to verify fluidity, placement, shrinkage, and • strength. Actual placement tests using steel baseplates • will be used. The manufacturer shall furnish all ' baseplates and material, and shall perform the testing at his expense. B. Grout shall be a fluid grout capable of satisfactorily meeting the Engineer's baseplate test and shall be nonmetallic, unless specified for special use hereinafter. The grout shall be a nongas-liberating type, cement base product; premixed product requiring only the addition of water for the required consistency. All components shall be inorganic. No material, except water, shall be added at the project site. C. The grout product shall satisfy all of the above .requirements even though the project use calls for a dry ' pack consistency and use. D. The following listed grouts are the only materials that ' have been tested, reviewed, and prequalified by the Engineer, that meet these requirements, and are acceptable for general use such as grouting of equipment I. supports. 1. SET nonshrinking grout, Master Builders Co.,. Cleveland, Ohio ' 2. Crystex, L & M Construction Chemicals, Inc., Omaha, Nebraska ' E. For grouting baseplates for machinery, see Category I and Category II grouts hereinafter specified. F. The grout used shall be cured as recommended by the grout manufacturer. I Section 03300 _3 MCCIeIand 'g � l ncnealr Engineers Inaraoratafs0 Fayetteville, Arkansas I 2.07 FORM MATERIAL - GENERAL A. Form surfaces shall be in "new and undamaged" condition and may be plywood, hard plastic finished plywood, overlaid waterproof particle board, and steel of I. sufficient strength and surface smoothness to produce the specified finish. I. B. All joints in forms shall be taped, gasketed, plugged, and/or caulked with an approved material so that the • joint will remain watertight and withstand placing • pressures without bulging outward or creating surface ' patterns. Formwork with gaps and apertures in the form surfaces shall not be used. Form surfaces that have been damaged and are no longer in a smooth "new and undamaged" ' condition shall not be reused except in areas where finish is of no real concern and then only after written approval is obtained from the Engineer. C. The Contractor shall comply with all form tie requirements included in the various sections of this Specification, and shall submit shop drawing information ' for review by Engineer and obtain approval prior to purchase of forms. ' 2.08 FORM TIES A. Form ties on exposed surfaces shall be located in a uniform pattern or as indicated on the Drawings. Form ties shall be constructed so that the tie remains embedded in the wall, except for a removable portion at each end. Form ties shall have conical or spherical type :inserts, inserts shall be fixed so that they remain in contact with forming material, and shall be constructed so that no metal is within 1 inch of the concrete surface when the forms, inserts, and tie ends are removed. Wire ties will not be permitted. Ties shall withstand all pressures and limit deflection of forms to acceptable limits. B. Flat bar ties for panel forms shall have plastic or •rubber inserts having a minimum depth of 1 inch and ' sufficient dimensions to permit proper patching of the tie hole. I I Section 03300 - 4 McClelland ng Engineers e canes r Incorporated faytltevltle, Arkansas r 1 2.09 BOND BREAKER A. Bond breaker- shall be a nonstaining type, which will provide a positive bond prevention such as Williams Tilt -Up Compound, as manufactured by Williams Distributors, Inc., Seattle, WA; Silcoseal 77, as • manufactured by SCA Construction Supply Division, Superior Concrete Accessories, Franklin Park; IL; or equal. Submit review copies of manufacturer's data, • recommendations, and instructions for specific use on this project. 2.10 CURING COMPOUND A. Curing compound to conform to the requirements of ASTM C309, with the additional requirement that permeability • not exceed 0.039 gm/square cm/72 hours. Masterseal, I manufactured by Master Builders, Cleveland, Ohio; Euco ' Floor Coat, manufactured by Euclid Chemical Co., Cleveland, Ohio; or equal. Curing compounds shall be compatible with required finishes and/or coatings. Tests for compliance shall be made by manufacturer with ' certification furnished by the Contractor. Manufacturer's certification shall state quantity or coverage required to meet or exceed tests and method of ' •application. The manufacturer shall submit certification • that the product meets ASTM C309 and the additional permeability requirement, and shall specifically state the coverage required to meet these requirements. The Contractor shall not use the curing compound where .additional finishes such as hardeners, paintings, staining, and other special coatings are required. Use • water curing as hereinafter specified instead. PART 3 EXECUTION 3.01 DESIGN OF CONCRETE MIX -PROPORTIONS (GENERAL) A. Before beginning any concrete work, the Contractor shall have the concrete mix designed and the ingredients selected and proportioned by an approved independent ' testing laboratory meeting the requirements of ASTM E • 329. certified copies of all laboratory trial mix reports shall be sent to the Engineer from the testing ' laboratory. Do not place concrete prior to the • Engineer's review and acceptance in writing of the • concrete mixes and the cylinder test results from these laboratory mixes. Section 03300 - 5 _ MCGIe Mond Consatllns Ecalneere Iooineers d Foyettevllle, Arkansas I 1 B. The concrete mix shall be designed so that the ' proportions will produce results that will meet the requirements of the project. C. The concrete shall be proportioned in accordance with ACI 211 subject to the following specifications. D. I Design the mix and perform tests to meet the following • requirements: 1. Design strength of structural concrete shall be 3,000 psi at 28 days. The combined aggregate grading shall be for the 1 inch grading combination hereinafter specified, unless otherwise shown on the Drawings or specified herein. I. 2. The water -cement ratio or water -cement plus pozzolan ratio, if applicable, shall not exceed 0.49 by weight, unless otherwise approved in writing by the Engineer. 3. Minimum cement content or combined cement plus fly ash content when fly ash is used for performance I and longevity, regardless of design strength, shall be 517 pounds per cubic yard for concrete with 1 -1/2 -inch maximum size aggregate, 540 pounds per ' cubic yard for 1 -inch maximum size aggregate, and 564 pounds per cubic yard for 3/4 -inch maximum size aggregate. The Contractor shall increase cement content or the combined cement plus fly ash content, ' when fly ash is used, as required to meet strength requirements. The amount of fly ash used shall not exceed 25 percent or be less than 15 percent of the total weight of fly ash plus cement. Verify that design mix test results reflect the slump to be used. 4. Concrete used for thrust blocks and encasement of pipelines shall have a design strength of 2,000 psi at 28 days. I 3.02 MEASUREMENT OF MATERIALS AND MIXING ' A. Conform' to ACI 304 current edition and to other requirements hereinbefore specified for mix design, testing, and quality control and to these Specifications. Section 03300 - 6 J ' Mc61e❑and Engineers Incorporated Fayerlevllla, Arkansas Ir 3.03 RETEMPERING A. The retempering of concrete or mortar in which the cement has partially hydrated will not be permitted. 3.04 REUSE OF FORMS A. Reuse of forms will be permitted only if a "like new" '• condition, unless otherwise approved in writing, is maintained. The Engineer shall be notified one full working day prior to concrete placement so that the forms can be inspected. The Contractor shall correct any defective work, found in the Engineer's inspection, prior to delivery of concrete to the project. Formwork surfaces that were in good condition and accepted for use, but were damaged during removal and handling shall not be reused on additional pours. The Contractor is expected to take care in the handling of forms and to obtain approval of form surfaces prior to each reuse. • B. All forms, falsework, shoring, and other structural formwork.required shall be structurally designed by the 'Contractor and the design shall comply with all • applicable safety regulations, current OSHA regulations, and other codes. Comply with applicable portions of ACI I 347, ACI 318 current edition, and these Specifications. All design, supervision, and construction for safety of property and personnel shall be the Contractor's full responsibility. 3.05 FORM TOLERANCES I. A. Forms shall be surfaced, designed, and constructed to meet ACI 318 and the following minimum requirements for the specified finishes: Failure of the forms to produce the specified requirements will be grounds for rejection of the concrete work. Rejected work shall be repaired or replaced by the Contractor at no additional cost to 1 the Owner. All repair or replacement shall be subject to these Specifications and the approval of the Engineer. Where the Contractor's work does not meet the tolerance specifications he shall submit his proposed method to upgrade the specified finish to compensate for the inferior appearance or to repair or provide an acceptable alternate solution. Obtain in writing the approval of this repair or alternate solution before proceeding. All repair work or work on an alternate solution required shall be at no additional cost to the Owner. LI Section 03300 - 7. J ' MCC/elland •ncr to Engineers Incorporated FayetIeville, Arkansas I r 3.06 FORM SURFACE PREPARATION - GENERAL IA. All form surfaces in contact with the concrete shall be thoroughly cleaned of all previous concrete, dirt, and other surface contaminants prior to preparing by the applicable method below. Do not reuse damaged form surfaces, r ' 3.07 EXPOSED WOOD FORMS A. All wood surfaces in contact with the concrete shall be ' coated with an effective release agent prior to form installation. The release agent shall be nonstaining and nontoxic after 30 days. 3.08 STEEL FORMS A. Mill scale and other ferrous deposits shall be ' sandblasted or otherwise removed from the contact surface of forms. All forms shall have the contact surfaces coated with a release agent. The release agent shall be effective in preventing discoloration of the concrete ' from rust, and shall be nontoxic after 30 days. 3.09 BEVELED EDGES (CHAMFER) ' A. Form 3/4 -inch bevels at all concrete edges. Round edges at top of walls, slabs, and beams as hereinafter 'specified under Paragraph CONCRETE SLAB FINISHES. Where 'beveled edges on existing adjacent structures are other than 3/4 inch, obtain Engineer's approval of size prior to placement of bevel form strip. 3.10 REMOVAL OF FORMS ' IA. The Contractor shall be responsible for all damage resulting from improper and premature removal of forms. Satisfy all applicable OSHA requirements with regard to ' safety of personnel and property. B. Forms and shoring for elevated structural slabs or beams •shall remain in place in accordance with ACI 318, Chapter 6, and until the concrete has reached a compressive strength equal to the specified 28 -day compressive strength as determined by test cylinders, unless an .earlier time is approved in writing by the Engineer. Removal of all supports prior to obtaining adequate field cured cylinder results and reshoring shall not be permitted. Section 03300 - 8 McClelland '-_ Cnnwllanp IneNaoraled Fayelfevllie, Arkansas 3.11 BACKFILL AGAINST WALLS' I. A. Do not place earth backfill, against walls until the concrete has obtained ,a compressive strength equal to the specified 28 -day compressive strength. Where backfill is to be placed on both sides of the wall, the I. backfill shall be placed simultaneously on both sides to prevent differential pressures. 3.12 PLACING CONCRETE - GENERAL A. Upon completion of forms and placing of reinforcing steel, and before concrete is placed, notify other trades whose work is in any way connected to, combined with, or influenced by the concrete work. Allow them reasonable time to complete their portion of work which must be completed before concrete is placed. B. Notify Owner or his authorized representative at least 1 full working day in advance before starting to place concrete to permit inspection of forms, reinforcing, • sleeves, conduits, boxes, inserts, or other work required .to be installed in concrete. C. Placement shall conform to the requirements and recommendations of ACI 304, except as modified herein. D. Place concrete as soon a5 possible after leaving mixer, without segregation or loss of ingredients, without splashing forms or steel above, and in layers not over 1.5 feet deep. The vertical free fall drop to final placement shall not exceed 5 feet for walls narrower than 8 inches, and 8 feet for walls 8 inches and wider. E. When placing concrete, use of aluminum, pipe or other aluminum conveying devices will not be permitted. F. Before depositing concrete, remove debris from the space to be occupied by the concrete. Prior to placement of concrete, dampen gravel fill under slabs on ground, dampen sand where vapor barrier is specified, and dampen all wood forms.. Reinforcement shall be secured in position and acceptable to the Engineer before concrete ' .is placed. Conform to ACI 304 and to other requirements needed to obtain the finishes specified. I I ' Section 03300 - 9 / McClelland Con to' tin g Engineers Incorporated Fayellevllle, Arkansas i � 1 3.13 CONVEYOR BELTS AND CHUTES A. All ends of, chutes, hopper gates, and all other points of concrete discharge throughout the Contractor's conveying, hoisting, and placing system shall be so designed and arranged that concrete passing from them will not fall separated into whatever receptacle immediately receives it. Conveyor belts, if used, shall be of a type approved by the Engineer. Chutes longer than 50 feet will not be permitted. Minimum slopes of chutes shall be such that concrete of the specified consistency will readily flow in them. If a conveyor belt is used, it shall be wiped clean by a device operated in such a manner that none of the mortar adhering to the belt will be wasted. All conveyor belts and chutes shall be covered. Sufficient illumination shall be provided in the interior of all forms so that the concrete at the places of deposit is visible from the deck or runway. 3.14 PUMPING OF CONCRETE - GENERAL IA. Pumping of concrete will be permitted only with the Engineer's approval. If the pumped concrete does not produce satisfactory end results, the Contractor shall I. discontinue the pumping operation and proceed with the placing of concrete using conventional methods. 3.15 REMOVAL OF WATER • A. Unless the tremie method of placing concrete is specified, remove all water from the space to be occupied ' by the concrete. 3.16 CONSOLIDATION AND VISUAL OBSERVATION A. Concrete shall be consolidated with internal vibrators having a frequency of at least 8000 vpm, with amplitude I. required to consolidate the concrete in the section being placed. At least one standby vibrator in operable condition shall be at the placement site prior to placing the concrete. Consolidation equipment and methods shall conform to ACI 309. The forms shall contain sufficient windows or be limited in height to allow visual observation of the concrete and the vibrator operator shall be required to see the concrete being consolidated to ensure good quality workmanship, or the Contractor shall have a person who is actually observing the vibration of the concrete at all times and advising the ' vibrator operator of any changes needed to assure complete consolidation. ' ` Section 03300 - 10 l MCCletland Consulting ers Incorporated Fayetterllle, Arkansas If 3.17 PLACING CONCRETE IN HOT WEATHER ' A. Prepare concrete aggregates, mixing water, and other ingredients; place concrete; cure; and protect in accordance with the requirements of ACI 305. Provide special admixtures and special curing methods required I. by other paragraphs in this section even though not required by ACI 305 and ACI 318. Water -reducing and/or set -retarding admixtures shall be used in such quantities ' as especially recommended by the manufacturer to assure that the concrete is workable, and lift lines will not be visible in architectural concrete finishes. B. Every effort shall be made to maintain a concrete temperature below 90 degrees F at time of placement. Ingredients shall be cooled before mixing to prevent excessive concrete temperature. C. Provisions shall be made for windbreaks, shading, fog ' spraying, sprinkling, or wet cover, when necessary. 3.18 PLACING CONCRETE IN COLD WEATHER A. Do not place concrete when the ambient temperature is below 40 degrees F, or approaching 40 degrees F and falling, without special protection as hereinafter specified. No concrete shall be placed against frozen earth or ice, or against forms and reinforcement with 'frost or ice present. ' B. Temperatures of the concrete mix shall be as shown below for various stages of mixing, placing of the concrete mix. I. CONCRETE TEMPERATURES Section size, minimum dimension, inch I I I I Air Temp. 12 in. 12-36 inches 36-72 inches 72 inches Minimum concrete temperature as mixed for indicated weather: Above 30 F 60 F 55 F 50 F 45 F 0 to 30'F 65 F 60 F 55 F 50 F Below0F F 70 F 65 F 60 F 55 F Maximum allowable gradual temperature drop in first 24 hours after end of protection: -- 50 F 40 F 30 F 20 F Section 03300 - 11 I MCWelland nedT rvsl Consulting Engineers Incorporated Fayette vllle, Arkansas C. Concrete placed shall be cured and protected as hereinafter specified for a minimum of 7 days except that the strength requirements may require additional protection and curing during cold weather due to delayed field strength gain. ID. During cold weather concreting the Contractor shall cast six extra test cylinders, for field curing, from the last 100 cubic yards of concrete but not fewer than three I. specimens shall be cast for each 2 hours of placing time or for each 100 yards, whichever produces greater number of specimens. These specimens shall be in addition to those cast by the Engineer for lab testing as specified hereinafter in Paragraph EVALUATION AND ACCEPTANCE OF CONCRETE. ' E. Test cylinders shall be protected from the weather until they can be placed under same protection provided for the parts of the structure which they represent. Test• cylinders shall be tested in accordance with applicable ' sections of ASTM C 31 and C 39. Evaluation and acceptance as per ACI 318-77, Paragraph 4.8.3. IF. The actual temperature of the concrete surface determines the effectiveness of protection, regardless of air temperatures or whether the objective is durability or strength. Because corners and edges of concrete are most vulnerable to freezing and usually are more difficult to maintain at the required temperature, their temperatures should be monitored to evaluate and verify the protection provided. The Contractor shall provide •a sufficient number of thermometers to be placed on the concrete surfaces spaced throughout the work to allow inspection ' and monitoring of concrete surface temperatures representative of all the work. I G. Heating units should be vented and not be permitted to heat or dry the concrete locally. Fresh concrete exposed to carbon dioxide (CO2) gas from polluted atmospheres or resulting from the use of salamanders or other heating ' devices which exhaust flue gases directly into an enclosed area may result in concrete carbonation, causing soft surfaces of varying depths depending on the I. concentration of carbon dioxide, the temperature at which the concrete was cured, and the relative humidity. 'Carbon monoxide, which can occur with partial combustion, and high levels of carbon dioxide are potential hazards to workmen. Moreover, strict fire prevention measures should be enforced. Concrete at any age can be damaged by fire, but at a very early age it may be additionally damaged by freezing until new protection can be provided. Section 03300 - 12 J T McClelland InanrpxaM1d Farneellle, Arkansas r wH. Maintain curing conditions which will foster normal strength development without excessive heat, and without critical saturation of the concrete at the close of the 'protection period. I. Limit rapid temperature changes, particularly before ' strength has developed sufficiently to withstand temperature stresses. Sudden chilling of concrete surfaces or exterior members in relation to interior I. structure can promote cracking to the detriment of strength and durability. At the end of the required period, protection should be discontinued in such a manner that the drop in temperature of any portion of the concrete will be gradual and will not exceed, in 24 hours, the amount shown in the table hereinbefore specified. J. Maintain the temperature of the concrete above 50 degrees for a minimum of 7 days. The Contractor shall submit ' his detailed plan for cold weather curing and protection of all concrete that is to be placed and/or cured in weather below 40 degrees F. Reference may be made to the recommendations of ACI 306 and ACI 318 for additional I. information. Conform to these Specifications and to any additional information in ACI 306 which will provide the temperature protection and curing for the 7 -day period. ' K. Additives for the sole purpose of providing "freeze .protection" shall not be used. Additives to shorten the ' cure time may be used if approved; however, the concrete shall be placed and cured at all times at temperatures above freezing as hereinbefore specified. 3.19 BONDING TO NEW CONCRETE HORIZONTAL CONSTRUCTION JOINTS A. Roughen the surface of the hardened concrete. Thoroughly ' clean and saturate with water, cover the horizontal surfaces only with at least 2 inches of grout, as .hereinbefore specified, and immediately place concrete. New concrete is defined as less than 60 days old. Limit ' the concrete lift placed immediately on top of the grout :to 12 inches thick and thoroughly vibrate to mix and consolidate the grout and concrete together. Provide ' inspection windows to allow close visual inspection of this work. I I Section 03300 - 13 MCC Canwitland ' ' Engineers I Incorporated Fayetteville, Arkansas ' r 1 3.20 BONDING TO OLD CONCRETE A. Coat the contact surfaces with bonding agent specified hereinbefore. The method of preparation and application of both the bonding agent and the grout shall conform to the manufacturer's printed instructions and recommendations for specific application for this project. Obtain this recommendation in writing from the manufacturer's representative. ' 3.21 EVALUATION AND ACCEPTANCE OF CONCRETE A. Conform to ACI Standard Building Code requirements for reinforced concrete (ACI 318-83), Section 4.7, "Evaluation and Acceptance of Concrete", and to the following specifications: ' 1. The Contractor will have tests made by an independent testing laboratory, approved by the ' Owner, to determine compliance with the Specifications. The Contractor shall furnish necessary labor to assist testing agencies in obtaining, handling, and protecting and/or curing ' samples at the jobsite. The Contractor shall provide adequate facilities for safe storage and proper curing of concrete test cylinders on the ' project site for the first 24 hours, and for additional time as may be required before transporting to the test lab. Specimens will be made, cured, and tested in accordance with ASTM C '31 and ASTM C 39. 2: One set of test cylinders for each class of concrete placed each day shall be taken not less than once a day, nor less than once for each 100 cubic yards of concrete, nor less than once for each 3,000 ' square feet of wall or slab surface area. Each set of test cylinders shall consist of one cylinder to be tested at 7 days, one cylinder to be tested at 28 days, and one spare cylinder for 28 day test if ' necessary. The Contractor may take any additional cylinders he feels necessary. 3. The frequency of testing may be increased if necessary. Additional testing, if required, will be paid by the Owner. Where the term "building 1. official" is used in Section 4.7 of ACI 318-83, the term shall be redefined to "the Owner's representative". [l ' Section 03300 - 14 ' naaraoring et Engineers InoorCoraled Fayetteville, Arkansas I 3.22 DEFECTIVE AREAS IA. Remove all defective concrete such as honey -combed areas and rock pockets out to sound concrete. Small shallow holes caused by air entrapment at the surface of the forms shall not be considered defects unless the amount is so great as to be considered not the standard of the industry and due primarily to poor workmanship. if chipping is required, the edges shall be perpendicular Ito the surface. Feather edges shall not be permitted. The defective area shall be filled with a nonshrink, nonmetallic grout. Use an approved bonding agent on ' horizontal patches prior to placing nonmetallic, nonshrink grout. Since some bonding agents may not be compatible for some vertical surface patching techniques, submit all proposed methods for repair of vertical ' surfaces prior to ordering materials. The Contractor shall consult with representatives of the bonding agent • manufacturer andthe nonshrink grout manufacturer, and obtain a written recommendation for the patching of defective areas. Submit this information for review prior to performing the work. ' 3.23 ,CONCRETE SLAB FINISHES A. The excessive use of "jitterbugs" or other special tools ' designed for the purpose of forcing the coarse aggregate away from the surface and allowing a layer of mortar to accumulate will not be permitted on any slab finish. The dusting of surfaces with dry materials will not be permitted. Slabs and floors shall be thoroughly .compacted by vibration. All edges of slabs and tops of walls shall be rounded off with a steel edging tool, ' .except where a cove finish is indicated on the Drawings. Steel edging tool radius shall be 1/4 inch for all slabs subject to wheeled traffic. ' 3.24 CURING OF CONCRETE IA. •Cure concrete by keeping the surface continuously wet for .7 days where normal portland cement is used, or 3 days where high -early strength Type III cement is used. Subject to approval by the Engineer, one of the following methods shall be followed: 1. Concrete forms shall be left in place and kept ' sufficiently damp at all times to prevent opening of the joints and drying of the concrete; or IL Section 03300 - 15 � McClelland �� net 7o Conwlllnp Engineers Incorporated Foy*flev111e. Arkansas r i 2. A curing compound as hereinbefore specified, where allowed, shall be applied immediately after removal 'of forms. 3. Exposed surfaces shall be continuously sprinkled. ' B. Slabs: 1. Protect surface by ponding; or 2. Cover with burlap or cotton mats kept continuously wet; or 3. Cover with 1 -inch layer of wet sand, earth, or sawdust, and keep continuously wet; or ' 4. Continuously sprinkle the exposed surface; or 5. Other agreed upon method that will provide that moisture is present and uniform at all times on the entire surface of the slab; the Contractor shall determine the best method of his operation to ensure ' a good water cure and submit this for review. 3.25 CURING AND PROTECTION IN COLD WEATHER A. Conform to cold weather concreting hereinbefore specified and to ACI 306. Where water curing, as specified ' hereinbefore for slabs, is not possible, use a double coverage of an approved curing compound and protect the slabs during the cold weather from traffic by the use of Visqueen or other material inside the required heated ' enclosure if foot traffic is permitted on the slabs. Repair or replace concrete damaged by cold weather. ' 3.26 PAYMENT A. Payment for the work in this Section will be included as part of the applicable lump sum and unit price bid 'amounts stated in the Proposal. B. No separate payment shall be made for concrete used as •pipe fitting thrust blocks. The cost of thrust blocks shall be included in the payment for the cast iron fittings. C. No separate payment will be made for concrete used around valve boxes or at the ends of casing pipe. Section 03300 - 16 McClelland ' �� ( Consalra e Erpineers Incorporoted Fayetteville, Arkansas r I 1 1 1 1 I D. Separate payment will be made for concrete for pipe encasement only. Payment will be made at the unit price bid for concrete encasement for material placed within the limits defined by the details on the Drawings and authorized by the Engineer. Concrete placed outside detailed and authorized limits will not be considered for payment purposes. END OF SECTION Section 03300 - 17 J McClelland l tonwitlng Engineers incorporated Fayslreellle, Arkansas SECTION 15001-2 CEMENT -LINED DUCTILE IRON PIPE AND FITTINGS PART I GENERAL 1.01 SCOPE A. This Section covers the work necessary.to furnish and install, complete, the cement -lined ductile iron pipe and gray cast iron or ductile iron fittings specified herein. B. Service shall include pipe and fittings at the locations designated on the plans. C. Install ductile iron pipe for gravity sewer pipe at water line crossings, as specified in Section 15005, GRAVITY .SEWER PIPE. 1.02 GENERAL A. See Section 15005, GRAVITY SEWER PIPE, for additional requirements. PART 2 PRODUCTS 2.01 PIPE A. Centrifugally cast, Grade 60-42-10 iron, ANSI A21.51, AWWA C-151, cement -lined and seal -coated in accordance .with ANSI A21.4, 350 psi minimum working pressure, except as follows: h!1 1. Buried pipe shall be thickness class as specified in ANSI A21.51, Tables 51.1 and 51.2, 2. The minimum thickness class for 6 and 8 inch pipe shall be Class 51. Larger pipe may be Class 50, if so determined under Item 1, above. JOINTS Flanged, mechanical joint, or push -on as shown on the Drawings. Section 15001-2 - 1 McClelland Wnsaor ea rnl Engineers incorporated Farerrevllle, Arkansas 2.03 FITTINGS A. Gray or ductile iron, 250 psi minimum working pressure, cement -lined and seal -coated. Where taps are shown on fittings, tapping bosses shall be provided. Flanged ANSI/AWWA C-110 & ANSI 516.1, faced and drilled 125 -pound ANSI standard. Mechanical Joint ANSI/AWWA C-110 and ANSI/AWWA C-111 or AWWA C-153 Compact Fittings 2.04 FLANGES A. ANSI A21.15/AWWA C-115, threaded, 250 psi working pressure, ANSI 125 -pound drilling. 2.05 BOLTS A. For Class 125 FF Flanges use carbon steel, ASTM A307, Grade A hex head bolts and ASTM A563, Grade A hex head nuts. B. B. For mechanical joint use manufacturer's standard. 2.06 ;GASKETS A. Gaskets for mechanical or push -on joints shall be rubber, conforming to ANSI A21.11, AWWA C-111. B. Gaskets for flanged joints shall be 1/8 -inch thick, cloth -inserted rubber conforming to applicable parts of ANSI 516.21 and AWWA C-207. Gasket material shall be free from corrosive alkali or acid ingredients and suitable for use in sewage or potable waterlines. Gaskets shall be full -face type for 125 -pound FF flanges. 2.07 LUBRICANT A. Lubricant for mechanical joint end piping shall be manufacturer's standard. I Section 15001-2 - 2 I MCClellane n.dT Con .aItin a rye Enpinears Incorporated Fayette Wile, Arkansas I 1 1 1 Ii I. 2.08 POLYETHYLENE ENCASEMENT A. Polyethylene material for pipe encasement shall meet the requirements of ANSI/AWWA C -105/A21.5-82, or latest revision thereof. PART 3 EXECUTION 3.01 HANDLING PIPE A. Care shall be taken not to damage the cement lining when handling the pipe. 3.02 CUTTING PIPE A. Cut pipe with milling type cutter, rolling pipe cutter, or abrasive saw cutter. Do not flame cut. 3.03 DRESSING CUT ENDS A. Dress cut ends of pipe in accordance with the type of joint to be made. B. Dress cut ends of mechanical joint pipe to remove sharp edges or projections which may damage the rubber gasket. C. Dress cut ends of push -on joint pipe by beveling, as recommended by the pipe manufacturer. D. Dress cut ends of pipe for flexible couplings and flanged coupling adapters as recommended by the coupling or adapter manufacturer. 3.04 FABRICATION OF FLANGED PIPE AND FITTINGS A. Flanged pipe and fittings shall be fabricated in the shop, not in the field, and delivered to the jobsite with 'flanges in place and properly faced. Threaded flanges ,shall be individually fitted and machine tightened on the threaded pipe by the manufactrer. Flanges shall be faced after fabrication in accordance with ANSI .A21. 15/AWWA C-115. ISection 15001-2 - 3 / MCC1ellana Engineers ' es pine In=pNateo Foyettevllls� Arkonko+ 3.05 JOINTING FLANGED PIPE A. Prior to connecting flanged pipe, the faces of the flanges shall be thoroughly cleaned of all oil, grease, and foreign material. The rubber gaskets shall be ' checked for proper fit and thoroughly cleaned. Care shall be taken to assure proper seating of the flange • gasket. Bolts shall be tightened so that the pressure ' on the gasket is uniform. Torque -limiting wrenches shall be used to ensure uniform bearing insofar as possible. • If joints leak when the hydrostatic test is applied, the gaskets shall be removed and reset and bolts retightened. 3.06 MECHANICAL AND PUSH ON JOINT ' A. Join pipe with mechanical or push -on type joints in accordance with the manufacturer's recommendations. • Provide all special tools and devices, such as special jacks, chokers, and similar items required for proper installation. Lubricant for the pipe gaskets shall be furnished by the pipe manufacturer, and no substitutes will be permitted under any circumstances. 3.07 TESTING A. All lines shall be pneumatically tested. Test procedures shall be as specified in Section 15005, GRAVITY SEWER PIPE. 3.08 POLYETHYLENE ENCASEMENT A. Procedures set forth in ANSI/AWWA C -105/A21.5-82, or ' latest revision, shall be followed during construction. Polyethylene encasement will be installed on all ductile or cast iron pipe and fittings used on this project. 3.09 PAYMENT A. Payment for the work described in this Section will be included as part of the unit price or lump sum bid amounts stated in the Proposal. Unit prices bid for pipe shall include trenching, polyethylene encasement, native pipe base and pipe zone material, backfilling above the pipe zone, topsoil replacement, finish grading, seeding and fertilizing and final clean-up. I. ' Section 15001-2 - 4 Mapellaaa ' f Engineers inee s S Incorperofea Fayeffevflfe, Arkansas C B. Payment for pipe shall be made at 80% of the unit bid price upon pipe installation, backfilling, and rough ' grading. •Payment shall be increased to 85% upon completion of testing. Payment will be increased to 98% of the unit price bid upon seeding, fertilizing and final ' cleanup. The remaining 2% will be released upon .satisfactory establishment of a grass stand. END OF SECTION - 1 i I H 1 1 ' Section 15001-2 - 5 MCCleOland I. Considers Incorporated Fapee vllle, Arkonsas SECTION 15001-14 POLYVINYL CHLORIDE (PVC) PIPE PART I GENERAL 1.01 SCOPE A. This Section covers the work necessary to furnish and install, complete, the polyvinyl chloride pipe specified herein, and as specified further in Section 15005, 'GRAVITY SEWER PIPE. B. Service shall include 4 -inch to 8 -inch gravity sewer pipe ' in locations not specifically designated as ductile iron pipe. 1.02 GENERAL A. See Section 15005, GRAVITY SEWER PIPE, for additional requirements. All piping system components shall be the products of one manufacturer. ' PART 2 PRODUCTS 2.01 PIPE A. PVC SDR-26 Class 160 gravity sewer pipe shall conform to ASTM D-1784, with gasket joint and intergral bell. Four inch gravity sewer pipe shall be PVC SDR-26. ' 2.02 JOINTS IA. For buried pipe, gasketed slip joint. 2.03 FITTINGS ' A. Fittings shall be Class 200 PVC slip joint fittings, as recommended by the pipe supplier for this type of PVC pipe. ' B. For junctions between PVC and iron or vitrified clay pipe of different outside diameter, flexible transition ' couplings specifically designed for sewer pipe transition purposes. Couplings shall be ofrubber material with stainless steel bands, as manufactured by Fernco, or approved equal. Section 15001-14 - 1 / ' nwrpa - McClelland 1 Nnq `, Elpineere Inarperofad Fayetteville, Arkansas 1r 1 2.04 GASKETS A. As recommended by the pipe manufacturer to conform to the pipe OD, and as further specified in Section 15001-2. 2.05 WATER STOPS A. Gravity sewer pipe (SDR-26) shall utilize ribbed water ' stops at manhole walls, as recommended by the pipe manufacturer. IPART 3 EXECUTION 3.01 GENERAL ' A. All rigid PVC pipe shall be cut, made up, and installed in accordance with the pipe manufacturer's I. recommendations. 3.02 TESTING IA. All lines shall be pneumatically tested at the pressures listed in Section 15005, GRAVITY SEWER PIPE. PVC gravity sewer pipe shall also be deflection tested, as also specified in Section 15005, GRAVITY SEWER PIPE. 3.03 PAYMENT A. -.Payment for gravity sewer pipe shall be made as specified in Section 15005, GRAVITY SEWER PIPE. ' B. Payment for PVC tees and other PVC fittings and for 4 -inch transition couplings used on service line connections shall be included in the unit price bid for ' service connection. Seperate payment for service line work will be made only for the 4 -inch pipe used on .service lines. ' C. No separate payment will be made for 8 -inch transition couplings that may be required between PVC and ductile or cast iron pipe. Include coupling cost in the cost of ' the iron pipe. END OF SECTION 1 Section 15001-14 - 2 1 ' canclelland asl , Consulllnp Enp/neers Incorporated Fayetteville, Arkansas r � ' SECTION 15005 GRAVITY SEWER PIPE I I I I I I H I I I I Ii I PART I GENERAL 1.01 SCOPE A. This Section covers all work necessary for the • installation of gravity sewer pipe and fittings of the • sizes and classes indicated. PART 2 PRODUCTS 2.01 GENERAL A. Sizes and types of gravity sewer pipe to be used in all locations are indicated on the Drawings. 2.02 PIPE; FITTINGS, AND JOINTS A. DUCTILE. IRON PIPE: See Section 15001-2, DUCTILE IRON PIPE AND FITTINGS. Ductile iron pipe for gravity sewers will be used where the sewer crosses less than IS inches below waterlines. At such crossings the sewer shall be constructed of ductile iron pipe for a distance of 10 -feet on each side of the waterline. Ductile iron pipe shall be used at other locations as indicated on the Drawings or as determined by the Owner. B. PVC GRAVITY SEWER PIPE: Install PVC SDR-26 gravity sewer pipe for gravity sewer locations not specifically designated as ductile iron. 2.03 CONCRETE FOR ENCASEMENT A. Concrete for thrust blocking and encasement shall have a minimum compressive strength of 2,000 psi at 28 days. 2.04 IMPORTED PIPE BASE AND IMPORTED PIPE ZONE MATERIAL A. Imported material for gravity sewer pipe base and pipe zone backfill shall be as indicated in detail on the Drawings and as described in Section 02200, EARTHWORK. ' k Section 15005 - 1 j McCJe bond ' �,+N Engineers i Engineers Incorporated Fayertevilee, Arkansas ' r � I 2.05 SELECTED MATERIAL FOR PIPE ZONE ' A. As specified in Section 02200, EARTHWORK. ' PART 3 EXECUTION 3.01 PREPARATION OF TRENCH A. Provide select material under gravity sewer pipe as shown on details on the Drawings. Place base for pipe in the trench to a depth which allows excavation of bell holes, ' but to a minimum depth of 6 -inches. Grade the top of the base to the bottom of the pipe ahead of pipe laying for the full width of the trench. Base shall provide a firm, unyielding support along entire pipe length. B. Excavate bell holes at each joint to permit proper ' assembly and inspection of entire joint. Bell holes shall be of sufficient depth to preclude direct bearing of bell on bottom of trench. • C. Provide and maintain ample means and devices to remove and dispose of water entering the trench during the laying operation to the extent required to properly grade ' the bottom of the trench and allow for proper compaction 'of the backfill in the pipe zone. Pipe shall not be laid in water. D. Conform to additional requirements of the individual pipe • specifications for pipe base and pipe zone material and compaction requirements thereof. 1 3.02 PIPE DISTRIBUTION A. Distribute material on the job no faster than it can be used to good advantage. Unload pipe which cannot be physically lifted by workers from the trucks, by a ' forklift, or other approved means. Do not drop pipe of any size from the bed of the truck to. the ground. Do not distribute more than 1 week's supply of material in advance of laying. Conform to manufacturers recommendations on unloading and handling pipe. 3.03 PIPE PREPARATION AND HANDLING A. Inspect all pipe and fittings prior to lowering into trench to ensure no cracked, broken, or otherwise defective materials are being used. Clean ends of pipe t` Section 15005 - 2 ' MCC1 if d Cnginee s Inrorporafer! • Fayellevllle, Arkansas I 1 1 1 1 1 1 1 thoroughly. Remove foreign matter and dirt from inside of pipe and keep clean during and after laying. B. Use proper implements, tools, and facilities for the safe and proper protection of the work. Lower pipe into the trench in such a manner as to avoid any physical damage to the pipe. Remove all damaged pipe from the jobsite. Do not drop or dump pipe into trenches under any circumstances. 3.04 LINE AND GRADE A. Do not deviate from line or grade more than 1/2 inch for line and 1/4 -inch for grade, provided that such variation does not result in a level or reverse sloping invert. B. Measure for grade at the pipe invert, not at the top of the pipe, because of permissible variation in pipe wall thickness. C. Establish line and grade for pipe by the use of lasers or by transferring the cut from the offset stakes to •batter boards set in the trench at maximum intervals of 25 feet. Maintain a minimum of three sets of batter boards with string line ahead of the pipe laying at all times. If batter boards in the trench prove impractical because of trench conditions, submit other methods of grade and alignment control to the Engineer for approval. D. Where the Drawings show a tie for existing facilities, verify elevations of tie points sufficiently in advance ,of laying operations to allow adjustments as required. Any adjustments shall be approved by the Engineer in advance. E. Where the Drawings show existing utilities, (water, isewer, gas, etc.) verify the location and grade sufficiently in advance of laying operations to allow adjustments as required. Any adjustments shall be approved by the Engineer in advance. 3.05 LAYING AND JOINTING GRAVITY SEWER PIPE A. Mechanical joint ductile iron and PVC pipe varies slightly with different manufacturers. Install the particular pipe furnished in accordance with the particular manufacturer's recommendations, as approved by the Engineer. Section 15005 - 3 I MCCIBI Iona Consul �__ Engineers ;ViIVI,VuK'L•v Inarporafvd Fayeflevllle, Arkansas P. ( 1 a B. Lay and joint ductile iron and PVC pipe with rubber ' gasket type joints, in accordance with the manufacturer's recommendations, as approved by the Engineer. Provide all special tools and devices such as special jacks, ' chokers, and similar items required for the installation. C. Use wall pipe with water stop ring for connecting to manhole walls. 3.06 BACKFILL AT THE PIPE ZONE IA. The pipe zone shall be considered to include the full width of the excavated trench from the bottom of the pipe to a point 6 -inches above the top outside surface of the barrel of the pipe, as shown in the details on the ' Drawings. B. Particular attention must be given to the area of the ' .pipe zone from the flow line to the centerline of the pipe to ensure that firm support is obtained to prevent any lateral movement of the pipe during the -final ' backfilling of the pipe zone. C. Backfill the area of the pipe. zone from the bottom to the horizontal centerline of the pipe by hand -placing the '• material around the pipe in 6 -inch layers. Continuous support shall be effected beneath pipe haunches by "walking in" and slicing with a shovel. Backfill the .area of the pipe zone from -the horizontal centerline to the top of the pipe zone as indicated in detail on the Drawings. D. Provide granular pipe zone material for all PVC gravity sewer pipe. ' E. Native material may be used for pipe zone material when ductile iron pipe is used for gravity sewer pipe. ' 3.07 AIR TESTS FOR GRAVITY SEWERS A. All gravity sewers and appurtenances shall successfully pass an air test prior to acceptance and shall be free ' of visible leakage. Manholes shall be tested as specified in Section 02740, MANHOLE CONSTRUCTION. I I I Section 15005 - 4 J MCCSlIOnd Con su 'tin p Engine. rs Inooraorated Fay.levllle, Arkansas / 1 Ei B. Furnish all necessary testing equipment and perform the tests in a manner satisfactory to the Engineer. Any arrangement of testing equipment which will provide observable and accurate measurements of air leakage under the specified conditions will be permitted. Gauges for air testing shall be calibrated with a standardized test gauge provided by the Engineer at the start of each testing day. The calibration shall be witnessed by the Engineer. C. Line is to be complete with all structures and fittings Sin place and backfilled. Testing of sections of the constructed gravity sewer for acceptance will not be performed until the Engineer approves readiness for ,testing. This test should be performed reach -by -reach ' as construction proceeds and must be completed within 30 days after installation of each reach. ID. Repair or replace, in a manner approved by the Engineer, any section of pipe not meeting the air test requirements, at no cost to the Owner. E. Infiltration of groundwater in an amount greater than herein specified, following a successful air test as specified, shall be considered as evidence that the ' original test was in error or that subsequent failure of the pipeline has occurred. The Contractor shall correct such failures in a manner approved by the Engineer and at no cost to the Owner should they occur within the warranty period. F. The Contractor, in contracting to do this work, agrees ' that the leakage allowances as indicated herein are fair and practical. ' 3.08 AIR TESTING PROCEDURE A. After all plugs are in place and securely blocked, introduce air slowly into the pipe section to be tested until the internal air pressure reaches 4.0 pounds per square inch greater than the average back pressure of any groundwater that may submerge the pipe. Allow a minimum of 2 minutes for the air temperature to stabilize. Determine the height of the groundwater table, at the time of the test. Section 15005 - 5 Aanelrane et ` rnl ErWlneers InmraorateC Fayette villa, Arkansas B. The pipe and joints shall also be considered as satisfactory when the time required in seconds for the pressure to decrease from 3.5 to 2.5 pounds per square inch greater than the average back pressure of any ,groundwater that may submerge the pipe is not less than 1 that computed in accordance with the following formulas: 1 For test sections with total internal pipe surface area equal to or greater than 625 square feet: 2 2 2 1 T= 0.01187 (D L+ D L ... DL) 11 22 n n 1 For test sections with total internal pipe surface area equal to or less than 625 square feet: 22 2 1 11 22 nn T = 28.33 --------------------- 1 (D L+ D L ... DL) 11 22 n n 1 In the above formulas: T = Time in seconds ' D ,D....D = Pipe diameters in test section, inches 1 2 n IL ,L....L = Lengths of pipe in test section, feet 12 n IC. Use extreme caution in air testing large diameter pipe. Do not enter manholes while inflating or deflating plugs or while the pipe line is subject to any pressure. Install, block, inflate and deflate pipe plugs in strict 1 conformance with manufacturer's safety recommendations. 3.09 DEFLECTION TEST FOR PVC SEWER PIPE ' A. The Contractor shall test all laid and backfilled PVC pipe for deflection with a mandrel. The maximum I. deflection allowable shall not exceed 5 percent of the pipe's internal diameter. Deflection shall be checked I Section 15005 - 6 Mamnand 1 �l In ate Efpineers Inooraorafed Fayettevfffe, Arkansas I ' 1 ' on all installed pipe by the Contractor in the presence of the Engineer. Deflection tests shall be completed a ' minimum of 30 days after initial backfill of the pipe and thereafter may be checked at random by the Engineer during the construction and warranty period. All pipe ,deflected in excess of 5 percent shall be replaced by ' the Contractor for no additional compensation. 3.10 CONNECTION OF SEWERS TO EXISTING MANHOLES ' A. At locations designated on the Drawings connect new sewer lines to existing manholes. Connections shall utilize appropriate waterstops and shall be grouted in place to form a watertight connection. Temporary plugs, piping, and/or pumping may be necessary to prevent discharge of raw sewage, in which case such temporary facilities shall U. be considered part of the connection work. 3.11 FINAL SEWER CLEANING IA. Prior to final acceptance and final manhole -to -manhole 'inspection of the sewer system by the Engineer, flush and clean all parts of the system. Remove all accumulated construction debris, rocks, gravel, sand, silt, and other foreign material from the sewer system at or near the closest downstream manhole. If necessary, tuse mechanical rodding or bucketing equipment. B. ;Upon the Engineer's final manhole -to -manhole inspection of the sewer system, if any foreign matter is still ' present in the system, ref lush and clean the sections and portions of the lines as required. ' 3.12 PAYMENT FOR PIPE AND MANHOLE CONNECTIONS A. Payment for the work in this section will be made at the unit price bid amounts stated in the Proposal. Bid prices for pipe shall include trenching, granular pipe base, granular pipe zone material, backfilling above the pipe zone, topsoil replacement, finish, grading, seeding, 'fertilizing, and final cleanup. B. Payment for pipe shall be made at 80% of the unit bid ' price upon pipe installation, backfilling, and rough grading. Payment will be increased to 85% upon completion of testing. Payment will be increased to 98% ' of the unit price bid upon seeding, fertilizing and final cleanup. The remaining 2% will be released upon satisfactory establishment of a grass stand.. Section 15005 - 7 Madelland °f1 rvel Elgineers incorporated Fayetteville, Arkansas - 3 C. Payment for connecting sewer pipe to existing manholes shall be made at the unit price bid in the Contractor's Proposal, upon installation and acceptance of the water tight connection. END OF SECTION 1 1 • I. • Section 15005 - 8 J McClelland U ConsWrne Elglnesrs incorporated Fayerreville, Arkansas