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HomeMy WebLinkAbout103-96 RESOLUTIONMCCLELLAND CONSULTING ENGINEERS, INC. PLAN HOLDERS LIST City of Fayetteville 96-51 Fueling Facility Improvements Phase 1 FY952147 August 30, 1996 1 1:00 AM HIBIT A CONTRACTOR BID Enecotech 9726 E. 42nd Suite 224 Tulsa, OK 74146 (918) 663-9922 FAX 663-9923 — 7Te Southern company j• ,3•- t L.. - ��% J", . 5c4o .O° .- 2 - 5: �'C - �/ 2 01 a G'. a a _ , C�<�'CGr�L,.. 7621 Ball Road ���� ��n' Fort Smith, AR 72908 11,5 Ot-L' iXrtl i. V"\_z✓�U Fort (501) 648-1601 r� FAX 646-1066 1 VI 0- P,.O C�..1& 77/ +A Fowler Equipment Company 3251 W. Sunset Springdale, AR 72764 1-800-657-31222 (501) 751-3965 FAX 751-6520 Y kJ Ali' Mid America Environmental Route 3, Box 267C Carthage, MO 64836 (417) 358-3599 FAX 358-8332 (417) 885-1370 Dan Ross Hooton Equipment P O Box 1550 Springdale, AR 72764 (501) 756-6851 FAX 756-6963 Ark -0 Petroleum Equipment Company 391 lean Mary Avenue POBox 248 Tontitown, AR 72770 (501) 361-3000 FAX 361-3003 Ross Equipment Company 5585 S Shaeffer Road Fayetteville, AR 72701 (501) 443-1896 FAX 4447677 Pinnell, Inc. 1030 S. Beachwood Ave Fayetteville, AR 72701 (501) 442-5760 FAX 442-5545 Specialty Services, Inc. 1600 Needmore Road Old Hickory, TN 37138 (615) 754-4926 FAX 754-4928 • SECTION 00500 CONTRACT THIS AGREEMENT, made and entered into on the is day of i001O ber, 19 96, by and between The Southern Company NLR, Inc. herein called the Contractor, and the City of Fayetteville, hereinafter called the Owner: WITNESSETH: 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 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 Fueling Facility Improvements, Phase I, dated August, 1996, including: Advertisements for Bids; Addenda; Instructions to Bidders; General Conditions; Supplementary Conditions; Performance and Payment Bonds; Specifications; the Proposal and acceptance thereof; and the Drawings. Sheets 1 through 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 90 calendar days. 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: 1 One hundred forty four thousand five hundred eighty and 00/100 Dollars ($ 144,580.00 ), based on the Total Base Bid Price contained herein less accepted Deductive Alternate(s) Bid No(s) N/A . Section 00500 - 1 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. Liquidated Damages: Owner and Contractor recognize that time is of the essence of this Agreement and the Owner will suffer financial loss if the Work is not completed within the times specified in above, plus any extensions thereof allowed in accordance with the General Conditions. They also recognize the delays, expense, and difficulties involved in proving the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty) Contractor shall pay Owner Two Hundred dollars ($200.00) for each calendar day that expires after the time specified in paragraph 2 for Completion. 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 Section 00500 - 2 the work shall be furnished in manner and form satisfactory to the Owner. 8. No additional work or extras shall be provided unless the same shall be duly authorized 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. WITNESSES: a t r G.fy C/trk Approved as to form: Attorney for Owner The Southern Company N1,111 Inc. Contractor By fiz,c4/41 Vice President Title G�y a P Fcc."//P Owner4 n/ By Ma yr Title Section 00500 - 3 • ADDENDUM NO. 1 August 22, 1996 FUELING FACILITY IMPROVEMENT, Phase I CITY OF FAYETTEVILLE FAYETTEVILLE, ARKANSAS FY952147 MICROPII,ri%L, To All Planholders: Gentlemen. The bid opening shall be postponed to 11:00 a.m., August 30, 1996. The following changes are hereby made to the Project Manual for the referenced project: 1) The Project Manual shall be revised to delete the two pages, Section 00300-2, and include the attached pages, Section 00300-1 and —2, in their place. 2) Section 11445, as attached, shall be inserted. 3) Section 02200, Part 3.09, E, shall be deleted, and the following inserted in its place: E. Backfill around underground storage tanks and in the bedding zone of fiberglass pipe shall be sand, as hereinbefore specified, or crushed rock or pea gravel with maximum particle size of 3/4 -inch. Sincerely, McCLELLAND CONSULTING ENGINEERS, INC. Latt David Norman, E.I. Project Engineer DN/jm Attachment: Pages 00300-1 and —2 Section 11445 The Bidder shall acknowledge receipt of this Addendum by signing below and submitting a signed copy with his Proposal, as well as acknowledging the Addendum on Page 00300-3 of the Proposal. Bidder By Date SECTION 00300 PROPOSAL NOTE TO BIDDER: Please use BLACK ink for completing this Bid form. To: City of Fayetteville Address: Project Title: Purchasing Department Office. Room 306 City Administration Building 113 West Mountain Fayetteville. AR 72701 Phase I (96-51) Engineer's Project No.: FY952147 Date: Bidder: Address: Arkansas Contractor's License No.: Bidder's person to contact for additional information on this Proposal: Name: Telephone: Z. 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 description of the SECTION 00300 - 1 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 states that he has experience in and is qualified to perform the work herein specified and, if he does not have craftsmen experienced and qualified in any phase of the work for which this Proposal is offered, that he will subcontract the work under said phase to a contractor who does have the necessary experience and qualifications. 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. 2. CONTRACT EXECUTION AND BONDS The Bidder agrees that if this Proposal is accepted, he will, within 15 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. 3. CERTIFICATES OF INSURANCE, PAYMENT BOND, AND PERFORMANCE BOND The Bidder further agrees to furnish the Owner, before executing the Contract, the certificates of insurance, Payment Bond, and Performance Bond as specified in these Documents. 4. BID BOND 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 sixty (60) 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 Notice of Award. SECTION 00300 - 2 SECTION 11445 FUEL DISPENSING SYSTEM PART 1 GENERAL 1.01 SCOPE A. Section includes equipment for dispensing motor fuels from storage tanks. 1.02 RELATED SECTIONS A. Section 01300 - Submittals. B. Section 11444 - Underground Storage Tanks. 1.03 REFERENCES A. National Fire Protection Association, Batterymarch Park, Quincy, Massachusetts 02269. 1. NFPA 30 - Flammable and Combustible Liquids Code. 2. NFPA 30A - Automotive and Marine Service Station Codes. 1.04 SUBMITTALS A. Submit shop drawings, product data, and installation instructions under the provisions of Section 01300. B. Include material and equipment items in project completion manual. PART 2 PRODUCTS 2.01 FUEL MANAGEMENT SYSTEM A. In order to utilize existing equipment, the fuel management system shall be upgraded with products from Gasboy International, Inc., the manufacturer of the current system. The system located at 125 S. Church Street, shall be converted from 1000 mag to Fleetkey operation using the following: 1. Conversion kit - C06334 - Single keyceptacle, 8k chip, and new program. 2. M.P.O. Board - CR5676. 3. Decals - C015718, C01519. 11445 - 1 PART 3 EXECUTION 3.01 INSTALLATION A. Install all components and equipment in strict accordance with manufacturer's written instructions. B. Repair protective coatings on items of equipment damaged during construction. 3.02 TESTING A. Furnish equipment, instrumentation, and personnel required for tests. B. Owner will furnish necessary electrical power for tests. C. Perform tests in accordance with manufacturer's written procedures. PART 4 PAYMENT A. Payment for work in this section shall be made under the Lump Sum Bid Item No. 17. END OF SECTION 11445 - 2 • • THE AMERICAN INSTITUTE OF ARCHITECTS Bond No. AIC2013903 1 • • vLICROFYLMED AIA Document A312 Performance Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): The Southern Co. NLR, Inc. 1201 Cypress St. North Little Rock, AR 72114 SURETY (Name and Principal Place of Business): Acceptance Insurance Company 222 S. 15th Street, #600 North Omaha, NE 68102 OWNER (Name and Address): City of Fayetteville, Arkansas Room 306, City Administration Building 113 W. Mountain Fayetteville, AR 72701 CONSTRUCTION CONTRACT Date: Amount: $144,580.00 Description (Name and Location): Closure of six underground storage tanks and installation of one 4,000 gallon above ground tank and one 10,000 gallen underground tank BOND `++ i3rte:(NoCearlier than Construction Contract Date): h`ilmouflt r$1#44,580 f? Modif. cations=to this Bond: Cl None `.ate- 1-_r_ .-P-R GO-_.�TRACTOR,AS.INCIPAL SURETY GC(?rrapany:a �'/ j (Corporate Seal) Company: 417 Signature: Name and Signature`\\�•�' e: N. Childers, Vice President Name and (Any additional signatures appear on page 3) ❑ See Page 3 (Corporate'SeaI) i �r �5, n ^ Title: Theresa H. 44, F`arkc:+r,•.Att rney %r --Fact : ;�_ - n •t+= s— Q (FOR INFORMATION ONLY—Name, Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Egineerlor Bonds II Surety Group, Inc. other party): 1309 Broadway Little Rock, AR 72202 (501) 374-2663 AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 THIRD PRINTING • MARCH 1987 A312-1984 1 • 1 The Contractor and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner for the performance. of the Construction Contract, which is incorporated herein by reference. 2 If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except to participate in conferences as provided in Subparagraph 3.1. 3. If there is no Owner Default, the Surety's obligation under this Bond shall arise after: 3.1 The Owner has notified the Contractor and the Surety at its address described in Paragraph 10 below that the.Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with the Contractor and the Surety to be held not later than fifteen days after receipt of such notice to discuss methods of performing the Construc- tion Contract. If the Owner, the Contractor and the Surety agree, the Contractor shall be allowed a reason- able time to perform the Construction Contract, but such an agreement shall not waive the Owner's right, if any, subsequently to declare a Contractor Default; and 3.2 The Owner has declared a Contractor Default and formally terminated the Contractor's right to complete the contract. Such Contractor Default shall not be de- clared earlier than twenty days after the Contractor and the Surety have received notice as provided in Sub- paragraph 3.1; and 3.3 The Owner has agreed to pay the Balance of the Contract Price to the Surety in accordance with the terms of the Construction Contract or to a contractor selected to perform the Construction Contract in accor- dance with the terms of the contract with the Owner. 4 When the Owner has satisfied the conditions of Para- graph 3, the Surety shall promptly and at the Surety's ex- pense take one of the following actions: 4.1 Arrange for the Contractor, with consent of the Owner, to perform and complete the Construction Contract; or 4.2 Undertake to perform and complete the Construc- tion Contract itself, through its agents or through Inde- pendent. contractors; or 4.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract (or performance and completion of the Con- struction Contract, arrange (or a contract to be pre- pared for execution by the Owner and the contractor selected with the Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Paragraph 6 in ex- cess of the Balance of the Contract Price incurred by the Owner resulting from the Contractor's default; or 4.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor and with reasonable promptness under the circumstances: .1 After investigation, determine the amount for which it may be liable to the Owner and, as soon as practicable after the amount is deter- mined, tender payment therefor to the Owner; or .2 Deny liability in whole or in part and notify the Owner citing reasons therefor. 5 If the Surety does not proceed as provided in Paragraph 4 with reasonable promptness, the Surety shall be deemed to be in default on this Bond fifteen days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as provided in Subparagraph 4.4, and the Owner refuses the payment tendered or the Surety has denied liability, in whole or in part, without further notice the Owner shall be entitled to enforce any remedy available to the Owner. 6 After the Owner has terminated the Contractor's right to complete the Construction Contract, and if the Surety elects to act under Subparagraph 4.1, 4.2, or 4.3 above, then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. To the limit of the amount of this Bond, but subject to commitment by the Owner of the Balance of the Contract Price to mitigation of costs and damages on the Construction Contract, the Sure- ty is obligated without duplication for: 6.1 The responsibilities of the Contractor for correc- tion of defective work and completion of the Construc- tion Contract; 6.2 Additional legal, design professional and delay costs resulting from the Contractor's Default, and re- sulting from the actions or failure to act of the Surety under Paragraph 4; and 6.3 Liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual dam- ages caused by delayed performance or non-perfor- mance of the Contractor. 7 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Con- struction Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators or successors. 8 The Surety hereby waives notice of any change, includ- ing changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obliga- tions. 9 'Any proceeding; legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever oc- curs first. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation avail - AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA c9 THE AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE., N.W.. WASHINGTON. D.C. 20006 TFIIRD PRINTING • MARCH 1987 A312-1984 2 • able to sureties as a defense in the jurisdiction of the suit shall be applicable. 10 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the sig- nature page. 11 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall he deemed deleted herefrom and provisions con- forming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 12 DEFINITIONS 12.1 Balance of the Contract Price: The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made, including allowance to the Con - MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: tractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, re- duced by all,valid and proper payments made to or on behalf of the Contractor under the Construction Con- tract. 12.2 Construction Contract: The agreement between the Owner and the Contractor identified on the sig- nature page, including all Contract,Documents and changes thereto. 12.3 Contractor Default: Failure of the Contractor, which has neither been remedied nor waived, to per- form or otherwise to comply with the terms of the Construction Contract. 12.4 Owner Default: Failure of the Owner, which has neither been remedied nor waived, to pay the Con- tractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof. (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature: Signature Name and Title: Name and Title: Address: Address: AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA ® THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 THIRD PRINTING • MARCH 1987 A312-1984 3 • THE AMERICAN INSTITUTE OF ARCHITECTS Bond No. AIC2013903 AIA Document A312 Payment Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and The Southern Co. NLR, 1201 Cypress Street North Little Rock, AR Address): Inc. 72114 SURETY (Name and Principal Place of Business): Acceptance Insurance Company 222 S. 15th Street, #600 North Omaha, NE 68102 . OWNER (Name and Address): City of Fayetteville, Arkansas Room 306, City Administration Bldg., 113 W. Mountain Fayetteville, AR 72701 CONSTRUCTION CONTRACT Date: Amourit: $144,580.00 Description (Name and Location):closure of six underground storage tanks and installation of ,-rrone4,000 gallon above ground tank and one 10,000 gallon underground tank t DOND t" '#.Y ,::%re zDateyNot earlier than Construction Contract Date): Lt r.n `}Amount: :$144,580.00 =r▪ '"= gModifcations to this Bond: r• erl 9; • '$•r CONTRACTOR AS PRINCIPA i 227 -▪ 'Company,: Signature: Name and Title: N. K. Childers, Vice (Cor. orate Seal) (Any additional signatures appear on page 6) None SURETY Company: ❑ See Page 6 (Corpdrald:Seal)` 'ry _ r a .Signature: esidentlame and Title: Theresa El. Parkcri -Attorneys in -Fact • (FOR INFORMATION ONLY—Name, Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or Bonds II Surety Group, Inc. other party): 1309 Broadway Little Rock, AR 72202 (501) 374-2663 AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA 6 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 THIRD PRINTING • MARCH 1987 A312-1984 4 1 The Contractor and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner to pay for labor, materials and equipment furnished for use in the perfor- mance of the Construction Contract, which is incorpo- rated herein by reference. 2 With respect to the Owner, this obligation shall be null and void if the Contractor: 2.1 Promptly makes payment, directly or -indirectly, for all sums due Claimants, and 2.2 Defends, indemnifies and holds harmless the Owner from claims, demands, liens or suits by any person or entity whose claim, demand, lien or suit is for the payment for labor, materials or equipment fur- nished for use in the performance of the Construction Contract, provided the Owner has promptly notified the Contractor and the Surety (at the address described in Paragraph 12) of any clairils, demands, liens or suits and tendered defense of such claims, demands, liens or suits to the Contractor and the Surety, and provided there is no Owner Default. 3 With respect to Claimants, this obligation shall, be null and void if the Contractor promptly makes pay- ment, directly or indirectly, for all sums due. 4 The Surety shall have no obligation to Claimants under this Bond until: 4.1 Claimants who are employed by or have a direct contract with the Contractor have given notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and, with substantial accuracy, the amount of the claim. 4.2 Claimants who do not have a direct contract with the Contractor: Have furnished written notice to the Con- tractor and sent a copy, or notice thereof, to the Owner, within 90 days after having last performed labor or last furnished materials or equipment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials were furnished or supplied or for whom the labor was done or performed; and .2 Have either received a rejection in whole or in part from the Contractor, or not received within 30 days of furnishing the above no- tice any communication from the Contractor by which the Contractor has indicated the claim will be paid directly or indirectly; and .3 Not having been paid within the above 30 days, have sent a written notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and enclosing a copy of the previous • written notice furnished to the Contractor. 5 If a notice required by Paragraph 4 is given by the Owner to the Contractor or to the Surety, that is suffi- cient compliance. 6 When the Claimant has satisfied the conditions of Paragraph 4, the Surety shall promptly and at the Surety's expense take the following actions: 6.1 Send an answer to the Claimant, with a copy to the Owner, within 45 days after receipt of the claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed. 6.2 Pay or arrange for payment of any undisputed amounts. 7 The Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. 8 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the perfor- mance of the Construction Contract and to satisfy claims, if any, under any Construction Performance Bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and the Surety under this Bond, subject to the Owner's prior- ity to use the funds for the completion of the work. 9 The Surety shall not be liable to the Owner, Claimants or others for obligations of the Contractor that are unrelat- ed to the Construction Contract. The Owner shall not be liable for payment of any costs or expenses of any Claim- ant under this Bond, and shall have under this Bond no obli- gations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under this Bond. 10 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. • 11 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent juris- diction in the location in which the work or part of the work is located or after the expiration of one year from the date (1) on which the Claimant gave the notice required by Subparagraph 4.1 or Clause 4.2.3, or (2) on which the last labor or service was performed by anyone or the last mate- rials or equipment were furnished by anyone under the Con- struction Contract, whichever of (1) �r (2) first occurs. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 12 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the signature page. Actual receipt of notice by Surety, the Owner or the Contractor, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. 13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions con- forming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA4 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 THIRD PRINTING • MARCH 1987 A312-1984 5 • Bond shall be construed as a statutory bond and not as a common law bond. 14 Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made. 15 DEFINITIONS 15.1 Claimant: An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials or equip- ment for use in the performance of the Contract. The intent of this Bond shall be to include without limita- tion in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental equipment used in the MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: • • Construction Contract, architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials or equipment were furnished. 15.2 Construction Contract: The agreement between the Owner and the Contractor identified on the sig- nature page, including all Contract Documents and changes thereto. 15.3 Owner Default: Failure of the Owner, which has neither been remedied nor waived, to pay the Con- tractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof. (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: (Corporate Seal) Signature. Signature• Name and Title: Name and Title: Address: Address: AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 THIRD PRINTING • MARCH 1987 A312-1984 6 L • lg • it X15 Asc.irtt.CNi t*e'41r+'tr wl`wt V`,ips.a. ` t "rt +I 1'4 f AllR T aSsreu:i% ACCEPTANCE INSURANCE COMPANY POWER OF ATTORNEY AIC 2013903 KNOW ALL MEN BY THESE PRESENTS, THAT ACCEPTANCE INSURANCE COMPANY does hereoy make, constitute and appoint Theresa H. Parker of Little Rock prlcansag its true and lawful Attorney -in -Fact, to make, execute and deliver on its behalf Surely- bonds, undertakings and other instruments of similar nature as follows: without limitation as to amount or type This Power of Attorney is granted and sealed under and by the authority of the following Resolution adopted by the Board of Directors of the Company on the 18th day of October, 1993. "RESOLVED, that the Chairman of the Board, the President, an Executive Vice President or a Vice President be, and that each of them is, authorized to execute Powers of Attorney qualifying the Attorney -in -Fact named in the given Power of Attorney to execute in behalf of the Company, bonds, undertakings and other instruments of similar nature, and said officers may rename any such Attorney -in -Fact or agent and revoke any Power of Attorney previously granted to such person. FURTHER RESOLVED, that a Secretary be, and that each or any of them hereby is, authorized to attest the execution of any such Power of Attorney, and to attach thereto the seal of the Company. FURTHER RESOLVED, that the signatures of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with respect to any bond, undertaking or instruments of similar nature to which it is attached." IN WITNESS WHEREOF, ACCEPTANCE INSURANCE COMPANY has caused its official seal to be hereunto affixed, and these presents to be signed by its President this 18th day of October, 1993. Attest: • PETER A. KNOLLA Secretary STATE OF NEBRASKA COUNTY OF DOUGLAS 1 s.s.: Omaha 1 ACCEPTANCE INSURANCE COMPANY By KENNETH C. COON President • • a▪ l▪ e 1n Vv On this 18th day of October, 1993 before me personally came Kenneth C. Coon, to me known, who being by me duly sworn, did depose and say that he is President of ACCEPTANCE INSURANCE COMPANY the corporation described in and which executed the above instrument; that he knows the seal of the said corporation, that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signectits name thereto by like order. IGENERAL NOTARYSIate d Nebraska ROXANNE M. THOMAS My Comm. Exp. July 24, 1996 o�ct��2y� `: ROXANNE M. THOMAS NOTARY PUBLIC My Commission Expires July 24, 1996 ,. I, the undersigned, Assistant Treasurer of ACCEPTANCE INSURANCE COMPANY a Nebraska corporation, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked; and furthermore that the Resolution of the Board of Directors, set forth in the said Power of Attorney, is now in force. Signed and sealed at the City of Omaha, in the State of Nebraska, dated the 31St day of October , 1996 . WILLIAM R. BAXTER Assistant Treasurer THIS DOCUMENT IS NOT VALID UNLESS PRINTED ON GREY SHADED BACKGROUND WITH A RED SERIAL NUMBER IN THE UPPER RICHT HAND CORNER. THE BACK OF THIS DOCUMENT CONTAINS AN ARTIFICIAL WATERMARK -HOLD AT AN ANGLE TO VIEW. IF YOU HAVE ANY QUESTIONS CONCERNING THE AUTHENTICITY OF THIS DOCUMENT YOU ARE URGED TO CONTACT ACCEPTANCE INSURANCE COMPANY AT CIO 80 OLD STATE HOUSE SQUARE, P. O. BOX 231496, HARTFORD, CONNECTICUT 06123-1496 OR CALL OUR POWER OF ATTORNEY CUSTODIAN AT 1-800-394-7806. 200 / POAIREV. 296. • 1 FUELING FACILITY IMPROVEMENTS Phase I for SAY ETTE\/ i LLE FAYETTEVILLE, ARKANSAS PROJECT NO. FY952147 August, 1996 Prepared By: Aopr-Ma,gned To So, -vel nom McClelland Consulting Engineers, Inc. 1810 North College, P.O. Box 1229 Fayetteville, Arkansas 72702-1229 (501) 443-2377 Nk\c ,T E trp', ,a„ 1 FUELING FACILITY IMPROVEMENTS Phase I for rAY ETTE'/ I LLE FAYETTEVILLE, ARKANSAS PROJECT NO. FY952147 August, 1996 Prepared By: 09signad To Serve McClelland Consulting Engineers, Inc. 1810 North College, P.O. Box 1229 Fayetteville, Arkansas 72702-1229 (501) 443-2377 PART/SECTION N° TABLE OF CONTENTS SUBJECT PAGE N2 PART I BIDDING REOUIREMENTS O 0030 Advertisement for Bids 1-2 00100 Instructions to Bidder 1-8 O 0300 Proposal 1-11 00350 Bid Bond 1-2 00360 Notice of Award 1 State Wage Rates PART II O 0500 00550 PART III 00700 00800 PART IV DIVISION 1 01000 O 1009 01011 01014 01016 01027 O 1028 01070 O 1210 01300 O 1311 01400 01500 01600 O 1700 01710 01720 DIVISION 2 02100 02120 CONTRACT FORMS Contract Notice to Proceed 1-5 1 CONDITIONS OF THE CONTRACT General Conditions 1-39 Supplementary Conditions 1-9 SPECIFICATIONS GENERAL REQUIREMENTS Abbreviations 1-3 Summary of Work 1-4 Site Conditions 1-4 Protection of the Environment . • 1-2 Safety Requirements and Protection of Property 1-4 Application for Payment 1-3 Change Order Procedures 1-3 Cutting & Patching 1-2 Preconstruction Conferences . . 1 Submittals During Construction . • 1-5 Schedule and Sequence of Operations 1-3 Quality Control 1-3 Temporary Construction & Facilities 1-2 Material and Equipment Shipment, Handling, Storage, and Protection 1-2 Contract Closeout 1-2 Final Cleaning 1-2 Project Record Documents 1-3 SITE WORK Site Preparation and Demolition Removal of Existing Underground Storage Tanks • 02150 Storm Water Pollution Prevention 02200 Earthwork 1-4 1-6 1-2 1-9 PART/SECTION N2 TABLE OF CONTENTS SUBJECT PAGE N° PART IV DIVISION 3 03210 03300 DIVISION 11 11145 11443 11444 DIVISION 15065 DIVISION 16000 16109 16111 16120 16134 16180 16450 SPECIFICATIONS, cont. CONCRETE Reinforcing Steel 1-4 Concrete 1-14 EQUIPMENT Fuel Storage Tank Monitoring Aboveground Storage Tanks Underground Storage Tanks Systems 1-3 1-4 1-6 15 MECHANICAL Double -Wall Fiberglass Piping . . . 1-4 16 ELECTRICAL General Electrical Identification Conduit Wires and Cables Outlet, Pull Boxes Overcurrent Protective Devices Grounding Provisions • • APPENDIX • 1-22 1-2 1-5 1-4 1-3 1-3 1-3 Occupational Safety Health Administration (OSHA) Standard for Excavation and Trenches Safety System, 29 CFR 1926, Subpart P I ' SECTION 00030 ADVERTISEMENT FOR BIDS OWNER: City of Fayetteville Purchasing Dept. Office, Room 306 City Administration Building 113 West Mountain Fayetteville, AR 72701 ' ENGINEER: McClelland Consulting Engineers, Inc. P.O. Box 1229 Fayetteville, AR 72702 (501) 443-2377 FAX: (501) 443-9241 I PROJECT NQ: Engineer - FY952147 City of Fayetteville - 96-51 ' The City of Fayetteville will receive sealed bids for closure and removal of six underground storage tanks, installation of one 10,000 gallon underground fuel storage tank, and installation of ' one 4,000 gallon aboveground drain oil storage tank with containment wall and slab_ ' Bids shall be on a combination of lump sums and unit prices, in accordance with the Bid Schedule shown on pages 00300 - 4 through 6. ' The City of Fayetteville will receive bids until 11:00 A.M. local time on Friday, August 23, 1996, at Room 306, City Administration Building. Bids received after this time will not be accepted. Bids will be opened and publicly read aloud immediately after specified closing time. All interested parties are invited to attend. ' Bidding Documents may be examined at the offices of the Engineer and at: ABC Plans Room Construction Market Data F. W. Dodge Reports %Ozark Floor Co. P.O. Box 1109 (72203) 5100 E. Skelly ' 928 N. College 1501 N. Pierce, Ste 101 Suite 1010 Fayetteville, AR Little Rock, AR 72207 Tulsa, OK 74135 ' Section 00030 - 1 I Copies of the Bidding Documents may be obtained through the Engineer's office upon payment of $40.00 for each set of documents. ' Return of documents is not required, and amount paid for documents is not refundable. Partial sets are not available. - For information concerning the proposed work or for an appointment to visit the site of the work, contact David Norman, E.I. at the Engineer's office. Li I I I I I 'Ti I I LJ LJ I Li I In order to perform public work, the successful Bidder shall, as applicable, hold or obtain such Contractor's and Business Licenses as required by State statutes and the Rules and Regulations of the Arkansas Contractor's Licensing Board. The attention of the Bidder is directed to the applicable wage rates to be paid under this contract. Each Bid must be submitted on the prescribed form and accompanied by a certified check or bid bond executed on the prescribed form, payable to the City of Fayetteville, in an amount not less than 5 percent of the amount bid. The right is reserved to reject all Bids or any Bid 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 shall not exceed 60 days following the bid opening date. Dated this 9th day of August, 1996. Title: Mayor Section 00030 - 2 SECTION 00100 INSTRUCTIONS TO BIDDER PARAGRAPH NO./TITLE PAGE NO. 1. FORMAT ............................................... 1 2. SPECIFICATION LANGUAGE .............................. 1 3. GENERAL DESCRIPTION OF THE PROJECT .................. 1 4. QUALIFICATION OF BIDDERS ............................ 1 5. DOCUMENT INTERPRETATION ............................. 1 6. BIDDER'S UNDERSTANDING .............................. 2 7. PROJECT MANUAL & DRAWINGS .......................... 2 8. TYPE OF BID ........................................ 3 9. PREPARATION OF BIDS ................................ 3 10. STATE AND LOCAL SALES AND USE TAXES ................. 3 11. SUBMISSION OF BIDS ................................. 4 12. TELEGRAPHIC OR WRITTEN MODIFICATION OF BIDS ........ 4 13. WITHDRAWAL OF BID..................................4 14. BID SECURITY ........................................ 4 15. RETURN OF BID SECURITY .............................. 5 16. AWARD OF CONTRACT ................................... S 17. BASIS OF AWARD ...................................... 5 18. EXECUTION OF CONTRACT ............................... 6 19. PERFORMANCE AND PAYMENT BONDS.......................6 20. FAILURE TO EXECUTE CONTRACT AND FURNISH BOND......... 7 21. TIME OF COMPLETION .................................. 7 SECTION 00100 INSTRUCTIONS TO BIDDER PARAGRAPH NO./TITLE PAGE NO. 22. PROVIDING REQUIRED INSURANCE ........................ 7 23. TRENCH AND EXCAVATION SAFETY SYSTEM ................. 7 24. SUBCONTRACTOR'S PERFORMANCE AND PAYMENT BOND........ 7 25. PROPOSED SUBSTITUTION FOR SPECIFIED ITEMS ........... 8 I SECTION 00100 ' INSTRUCTIONS 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 ADVERTISEMENT FOR BIDS. The scope is indicated on the accompanying ' Drawings and specified in applicable parts of these Contract Documents. ' 4. QUALIFICATION OF BIDDERS The prospective bidders must meet the statutorily prescribed ' requirements before Award of Contract by the Owner. Before a Contract will be awarded for the work contemplated herein, ' the Owner will conduct such investigation as is necessary to determine the performance record and ability of the apparent low Bidder to perform the size and type of work specified under this Contract. Upon request, the Bidder shall submit such information ' as deemed necessary by the Owner to evaluate the Bidder's qualifications. ' 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 Bid 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 ' Section 00100 - 1 I I I I I [I I I II I I I I I J 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. 00_. A►�_ : _su�_� 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 himself thoroughly 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. •�� l.. ys� s_ SUP E No return of Project Manual or Drawings is required and no refund will be made. The successful Bidder will be furnished three sets of Documents without charge. Any additional copies required will be furnished to the Contractor at $40.00 per set. Partial sets will not be available. Section 00100 - 2 I J ' 8. TYPE OF BID Unit prices and/or lump sums shall be submitted in the appropriate places on the Bid. The total amount to be paid the Contractor shall be the total amount of these price items as adjusted based on quantities installed and/or any adjustment for additions or deletions resulting from additive or deductive alternates or change orders during construction. 9. PREPARATION OF BIDS ' All blank spaces in the Bid 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. Any Bid 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 ADVERTISEMENT FOR BIDS. ' 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 Bid 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 or sole proprietorship, 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 firm. If signature is by an agent, other than an officer of a corporation or a member of a partnership or sole proprietorship, a ' notarized power -of -attorney must be on file with the Owner prior to opening of bids or submitted with the Bid. 10. STATE AND LOCAL SALES AND USE TAXES Unless the Supplementary Conditions contains Owner is exempt from state sales tax on materi the Work due to the qualification of the Work all state and local sales and use taxes, as a statement that the als incorporated into under this Contract, required by the laws Section 00100 - 3 I and statutes of the state and its political subdivisions, shall be paid by the Contractor. Prices quoted in the Bid shall include all nonexempt sales and use taxes, unless provision is made in the Bid form to separately itemize the tax. 11. SUBMISSION OF BIDS All Bids must be submitted, not later than the time prescribed, at the place, and in the manner set forth in the ADVERTISEMENT FOR BIDS. Bids must be made on the Bid forms provided herein. Each Bid 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 ADVERTISEMENT FOR BIDS. Bids may not be submitted by FAX machines. 12. TELEGRAPHIC OR WRITTEN MODIFICATION OF BID 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 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 BID Any Bid may be withdrawn prior to the scheduled time for the opening of Bid either by telegraphic or written request, or in ' person. No Bid may be withdrawn after the time scheduled for opening of Bids, unless the time specified in Item, AWARD OF CONTRACT, of these INSTRUCTIONS TO BIDDERS shall have elapsed. ' 14. Bids 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 Bids submitted. This bid security shall be given as a guarantee that the Bidder will not withdraw his Bid for a period of StQ 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. I Section 00100 - 4 1 I 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. ' All bid bonds and Contract bonds shall be executed by a licensed resident agent of the surety having his place of business in the State of Arkansas and in all ways complying with the laws of the ' State of Arkansas. The mere countersigning of a bond will not be sufficient. 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 Bids 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. ' 16. AWARD OF CONTRACT ' Within 60 calendar days after the opening of Bids, unless otherwise stated in the ADVERTISEMENT FOR BIDS or SUPPLEMENTARY CONDITIONS of these Documents, the Owner will accept one of the Bids or will act in accordance with BASIS OF AWARD, below. The acceptance of the Bid will be by written notice of award, mailed or delivered to the office designated in the Bid. 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 60 days after the opening of Bids. ' 17. BASIS OF AWARD If, at the time this Contract 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. Section 00100 - 5 I I I I I 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. The successful Bidder shall conform to the Rules and Regulations of Arkansas Department of Finance and Administration concerning nonresident contractor's notice and bond requirements. 19. 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 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. ' If the Surety on any Bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the project is located or ' it ceases to meet the requirements of the preceding paragraph, Contractor shall within five days thereafter substitute another Bond and Surety, both of which must be acceptable to Owner. [1 I I I 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. Section 00100 - 6 I I I I I I I I Li 20. 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. 21. 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. 22. PROVIDING REQUIRED INSURANCE The Bidder's attention is directed to the insurance requirements set forth in the GENERAL CONDITIONS (amended in the SUPPLEMENTAL CONDITIONS, if appropriate). Submittal of a bid indicates full understanding and intent to comply with the insurance requirements which are a condition of the contract. 23. TRENCH AND EXCAVATION SAFETY SYSTEM In accordance with Act 291 of 1993 of the State of Arkansas, Bidders ' must provide a separate price for trench and excavation safety programs in the space provided on the bid form. Failure to do so will subject the bidder to disqualifications. 24. SUBCONTRACTOR'S PERFORMANCE AND PAYMENT BOND ' In accordance with Act 190 of 1993 of the State of Arkansas, subcontractors shall provide to the General Contractor a performance and payment bond if the conditions of Section 1 of Act 190 are applicable to the project. I ISection 00100 - 7 I ' 25. PROPOSED SUBSTITUTION FOR SPECIFIED ITEMS I I I I I I I I I f1 I I I I I The Bidder must comply with Article 51 of Section 00700 of this Project Manual by submitting complete data for proposed items of substitution with his Bid Proposal. END OF SECTION Section 00100 - 8 I I C I I I 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. 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 states that he has experience in and is qualified to perform the work herein specified and, if he does not have craftsmen experienced and qualified in any phase of the work for which this Proposal is offered, that he will subcontract the work under said phase to a contractor who does have the necessary experience and qualifications. The Bidder agrees that if this Proposal is accepted, he will, within ' 15 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. 3. CERTIFICATES OF INSURANCE. PAYMENT BOND, AND PERFORMANCE BOND ' The Bidder further agrees to furnish the Owner, before executing the Contract, the certificates of insurance, Payment Bond, and Performance Bond as specified in these Documents. 4. BID BOND ' Enclosed herewith is a bid bond for dollars (S we agree the Owner may cash and retain as liquid event of our failure to enter into contract for this Proposal, provided the Contract is awarded (60) days from the date fixed for the opening of execute the required bonds as called for in the Specifications within fifteen (15) days after the Notice of Award. which fated damages in the the work covered by to us within sixty bids and we fail to I SECTION 00300 - 2 I I H. I I I I I I 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 states that he has experience in and is qualified to perform the work herein specified and, if he does not have craftsmen experienced and qualified in any phase of the work for which this Proposal is offered, that he will subcontract the work under said phase to a contractor who does have the necessary experience and qualifications. 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. The Bidder agrees that if this Proposal is accepted, he will, within 15 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. ' The Bidder further agrees to furnish the Owner, before executing the Contract, the certificates of insurance, Payment Bond, and Performance Bond as specified in these Documents. ' 4. BID BOND I I I I Enclosed herewith is a bid bond for dollars (S ) 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 thirty (60) 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 Notice of Award. SECTION 00300 - 2 H I I I n I H I I 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 90 calendar days and shall comply with the schedule identified in Section 01311 - Schedule and Sequence of Operations. 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 in the amount of $200/calendar day 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. Such costs include but are not necessarily limited to loss of revenues and additional fees payable to the Engineer. The Bidder hereby acknowledges that he has received Addenda Nos. to these Specifications. (Bidder insert No. of each Addendum received.) The Bidder agrees to accept as full payment for the work proposed herein, whether specifically mentioned/shown or reasonably implied, the amount computed under the provisions of the Contract Documents and ' based on the following unit price and lump amounts. The Bidder agrees that the Prices represent a true measure of the labor and materials required to perform the work, including all allowances for overhead ' and profit for each type and unit of work called for in the Contract Documents. The amounts shall be shown in both words and figures. In case of discrepancy, the amount shown in words shall govern. The Bidder agrees that all federal, state, and local sales and use ' taxes are included in the stated bid prices for the work. I SECTION 00300 - 3 I W In the event Deductive Alternates are shown and required for this Proposal, and if Unit Prices are required, they shall be in the same amount as those shown for the same items of construction in the Base Bid. See Section 01009 for a description of the Deductive Alternate Bids. J 1 LS Mobilization/Temporary $ /LS Utilities (Numerals) Dollars/LS (Words) 1 LS Site Preparation and $ /LS $ Demolition (Numerals) Dollars/LS (Words) 1 LS Removal of UST #1 $ /LS $ (Numerals) Dollars/LS (Words) 1 LS Removal of UST #2 $ /LS $ (Numerals) Dollars/LS (Words) 1 LS Removal of UST #3 $ /LS $ (Numerals) Dollars/LS (Words) 1 LS Removal of UST #4 $ /LS $ (Numerals) Dollars/LS (Words) SECTION 00300 - 4 Item Est. Oty. Description Unit Price Extended 7. 1 LS Removal of UST #5 $ /LS $ (Numerals) Dollars/LS (Words) 8. 1 LS Removal of UST @ 125 S. $ /LS $ Church (Numerals) Dollars/LS (Words) 9. 1 LS Erosion Control Plan and $ /LS $ ' Implementation (Numerals) Dollars/LS (Words) ' 10. 1000 CY Tank Excavation $ /Cy $ (Numerals) Dollars/CY (Words) 11. 1050 CY Backfill/Embankment $ ICY $ ' (Numerals) Dollars/CY (Words) 12. 6000 GAL Contaminated Water Disposal $ /LS $ (Numerals) ' Dollars/LS (Words) 13. 1 LS Excavation Safety $ /LS $ (Numerals) Dollars/LS (Words) U 1 SECTION 00300 - 5 '(r 1 LS 22' x 15' Concrete Slab $ /LS $ (Numerals) Dollars/LS (Words) 1 LS 36" Containment Wall $ /LS $ (Numerals) Dollars/LS (Words) 1 LS 4,000 Gallon AST $ /LS $ (Numerals) Dollars/LS (Words) 1 LS 10,000 Gallon UST $ /LS $ Installation @ 125 S. Church (Numerals) Including: Leak Detection, New Piping, Fill Station, Sidewalk/Curb Repair, Fleet Key Upgrade, and Electrical Excluding: Excavation and Backfill Dollars/LS (Words) 1 LS Miscellaneous/Incidental $ /LS Work (Numerals) Dollars/LS (Words) 1 LS Clean Up $ /LS $ (Numerals) Dollars/LS (Words) Total Base Bid: Includes Items 1-19. SECTION 00300 - 6 I IDeductive Alternate Bid No. 1: This Deductive Alternate shall delete from the Base Bid the 10,000 Gallon UST Installation at I 125 S. Church Street (Bid Item No. 17). In addition the vent pipe, fuel pump, and bollards shall be removed, the card reader shall be salvaged, all electrical shall be removed to the nearest protective device at the building, and the sidewalk/curb shall be repaired. DEDUCT The Bidder shall base his Base Bid upon the specified and named major equipment items as listed in the forthcoming MAJOR EQUIPMENT SCHEDULE. The Bidder further acknowledges that the Contract Award shall be based on the Actual Bid Amount which is defined as the Base Bid LESS any deductions for allowed substituted equal equipment. Substitute equipment is defined as equipment proposed by the Bidder as equal to the specified named equipment. Allowance of substitute equipment does not constitute a waiver of the Speci- fications. If the Bidder desires to offer equipment as a substitute to the Base Bid, he shall indicate in the schedule hereafter the amount, if any, to be deducted from the Base Bid provided that the proposed substitution is equal to the equipment specified. In order that the Engineer may determine if the I proposed substitute item is equal to that specified, full descriptive material and a detailed list of the equipment proposed shall be submitted with this Bid. In the event that the Engineer does not allow the material or article for use as a substitute, then the material or article as specified shall be furnished for the amount included in the Base Bid. In the event that the Engineer allows the material or article for use as a substitute, the proposed substitute material or article shall be furnished and the Contract Price shall be adjusted accordingly. AWARD OF THE CONTRACT, HOWEVER, WILL BE MADE ON THE BASIS OF THE LOWEST ACTUAL BID AMOUNT WHICH IS DEFINED AS THE BASE BID LESS ANY DEDUCTIONS FOR ALLOWED SUBSTITUTION OF MAJOR EQUIPMENT AND/OR DEDUCTIVE ALTERNATES THAT THE OWNER ELECTS TO ACCEPT. Substitutions will NOT be considered after receipt of the Bidder's Bid, unless specifically approved by the Owner and the Engineer. The following are designated as major equipment items to be furnished. All costs for these equipment items shall be included in the TOTAL BASE BID. Other manufacturers' equipment of equal quality may also be offered by writing in a proposed equal SECTION 00300 - 7 I I I alternate. If a proposed alternate is not accepted, then the Bidder agrees to furnish equipment by the listed supplier. In order that the Engineer may determine if the proposed Substitute item is equal to those specified, one set of drawings, specifications, full descriptive material as noted in ' Section 01300 - Submittals SHALL BE SUBMITTED WITH THE BID. In the event that the equipment is not approved as equal, then the material or article listed shall be furnished for the amount of the ' TOTAL BASE BID. If the equipment is approved as equal, the proposed Substitute material or article shall be furnished and the Contractor's Bid Price will be adjusted accordingly. 1 Should the Contractor furnish an alternate unit he shall notify in writing the Engineer's Project Manager, of ALL DIMENSIONAL, ' MECHANICAL, ELECTRICAL, AND STRUCTURAL CHANGES AND/OR REQUIREMENTS FOR THE UNIT'S USE. He shall include in his bid, the additional design and construction costs of mechanical, architectural, structural, electrical, and related appurtenances and shall include the additional engineering costs for the alternate unit. The bid shall also include any paid up licenses. necessary for the use of the equipment if required by the manufacturer. Reimbursement for the Engineer's costs shall be based on the Engineer's salary costs times a multiplier of 3.0 for overhead and profit, plus any direct nonlabor expenses such as travel or per diem. •' Section Manufacturer/ Price Reduction No. Description Supplier for Alternate 11443 4.000 Gallon AST A) Hall Tank Alt. $ 12. PAYMENT SCHEDULE ' A detailed payment schedule for each structure or unit shall be submitted by the successful low Bidder. The successful low Bidder shall meet with the Engineer and Owner in Fayetteville, Arkansas, to review the format and details of the payment schedule. This meeting shall be held within 15 days of notice of award. 'The purpose of the meeting shall be to establish an acceptable format for the payment schedule. The construction detailed payment schedule shall be completed by the Contractor within 15 days after the meeting SECTION 00300 - 8 I I I I I I I I [1 Li I Li F and submitted to the Engineer and Owner for review and approval. Failure of the Contractor to submit the payment schedule as required may result in the Owner's rejection of the Bid or delay in processing the Contractor's request for a progress payment. 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.) If the Bidder is awarded a construction Contract on this Bid, the Surety who provides the Performance and Payment Bond will be whose ss is Street City State Zip Code The Bidder acknowledges that he is familiar with the insurance requirements on this Project and, if awarded a construction contract, agrees to furnish the required insurance certificates within fifteen (15) days of the date the award is made. The name of the Bidder submitting this Bid is business at ' Street I ty State doing Code SECTION 00300 - 9 L [1 1 1 1 1 which is the address to which all communications concerned with this Bid and with the Contract shall be sent. The names of the principal officers of the corporation submitting this Bid, or of the partnership, or of all persons interested in this Bid as principals are as follows: IN WITNESS hereto the undersigned has set his (its) hand this day of _________________,19__ Signature of Bidder Title IN WITNESS WHEREOF the undersigned corporation has caused this instrument to be executed and its seal affixed by its duly authorized officers this day of 19 (SEAL) Name of Corporation By_ Title Attest Secretary SECTION 00300 - 10 El The Contract hereunder will be awarded to the Bidder with the lowest ' Total Base Bid, after consideration of Deductive Alternate(s) and approved and accepted major equipment substitutions. In case identical bids are received, the Owner will interview representatives ' of the competing firms which submitted the bids and select the Bidder deemed best suitable to meet the needs of the Owner. I I I r I [1 I I I I I I SECTION 00300 - 11 I SECTION 00350 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, as Principal, I I 1 I and are hereby held and firmly bound unto as Surety, as Owner in the penal sum of five percent (St) of the total base bid submitted for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns. Signed this day of , 199_ The condition of the above obligation is such that whereas the Principal has submitted to a certain Bid, attached hereto and hereby made a part hereof to enter into a contract in writing, for NOW, THEREFORE: (a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. Section 00350 - 1 I The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid; and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. I I I 1 i SEAL By: (Surety) Principal (L.S.) Section 00350 - 2 I To: I PROJECT DESCRIPTION: I NOTICE OF AWARD ' The OWNER has considered the PROPOSAL submitted by you for the above described WORK in response to its ADVERTISEMENT FOR BIDS. ' the You are hereby notified that your PROPOSAL has been accepted for 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 day of , 199 McClelland Consulting Engineers. Inc By: Title: Receipt acknowledged this day of , 19_. LI I I By: Title: Section 00360 -1 %ivlED ;t1N 5 1996 Jim Guy Tucker James L Salkeld ' Governor DirMor : STATE OF ARKANSAS ,}r ARKANSAS DEPARTMENT OF LABOR 10421 WEST MARKHAM• LITTLE ROCK, ARKANSAS 72205-2190 (501) 682-4500 • FAX: (501) 682-4532 • TRS: (800) 285-1131 May 31, 1996 David Norman ' McClelland Consulting Engineers PO Box 1229 Fayetteville, AR 72702-1229 RE: Fueling Facility • Improvements Fayetteville, Arkansas Washington County Dear Mr. Norman: In response to your request, enclosed is Arkansas Prevailing Wage Determination Number 95-314 establishing the minimum wage rates to be paid on the above -referenced project. These rates ' were established pursuant to the Arkansas Prevailing Wage Law, Ark. Code Ann. §§ 22-9-301 to 22-9-313(1987) and the administrative regulations promulgated thereunder. ' If the work is subject to the Arkansas Prevailing Wage Law, every specification shall include minimum prevailing wage rates for each craft or type of worker as determined by the Arkansas ' Department of Labor Ark. Code Ann.§§22-9-308(b)(2). Also, the public body awarding the contract shall cause to be inserted in the contract a stipulation to the effect that not less than the ' prevailing hourly rate of wages shall be paid to all workers performing work under the contract. Ark. Code Ann. §22-9-308(c). ' Additionally, the scale of wages shall be posted by the contractor in a prominent and easily accessible place at the work site. Ark. Code Ann. §22-9-309(a). I I I I office within 30 days of the Notice to Proceed for this project If you have any questions please feel free to contact me at (501) 682-4536 or through fax at (501) 682-4508. ' enclosure Sincerely, Don Cash Prevailing Wage Investigator Page 1 of 2 ARKANSAS PREVAILING WAGE DATE: June 3, 1996 PROJECT: Fueling Facility Improvements Fayetteville, Arkan DEPARTMENT OF LABOR DETERMINATION - HEAVY RATE DETERMINATION #: 95-314 COUNTY: Washington EXPIRATION DATE: 12-03-96 sas SURVEY #: AHO5 ' BASIC HOURLY FRINGE CLASSIFICATION RATE BENEFITS ' Bricklayer /Pointer, Cleaner,Caulkner, 7.20 Carpenter 7.75 Concrete Finisher/Cement Mason 8.00 • Electrician 12.00 .46 • Laborer 6.65 Pipelayer 7.00 Truck Driver 9.05 Power Equipment Operators: Group III 8.70 Group IV 8.10 Crane, Derrick, Dragline, Shovel & Backhoe, 1-1/2 yds. or less 11.00 .89 Crane, Derrick, Dragline, Shovel ' & Backhoe, over 1-1/2 yds. 9.90 Mechanic 6.90 Welders --receive rate prescribed for craft performing operation to which welding is incidental. Certified July 7, 1995 Classifications that are not listed, but that are going to be working on this project, should be requested from the Arkansas • Department of Labor, Prevailing Wage Division. These written requests should be made as soon as you notice that a required classification is missing, normally this would be during the bid process. I I I DEPARTMENT OF DETERMINATION June 3, 1996 DETERMINATION #: 95-314 Fueling Facility COUNTY: Washington Improvements EXPIRATION DATE: 12-03-96 Fayetteville, Arkansas SURVEY #: AH05 Power Equipment Operators: Group III Heavy Equipment Operators. Operators engaged in operating the following equipment: bulldozers, front end loaders, sidebooms, skytracks, push tractors, pull scrapers, motor graders, trenching machines, regardless of size or motive power, backfillers, central mixing plants, 10S and larger, finishing machines, boiler fireman high or low pressure, asphalt spreaders, hydro truck crane, multiple drum hoist, irrespective of motive power, rotary, cable tool, core drill or churn drill, water wel] and foundation drilling machines, regardless of size, regardless of motive power and dredge tender operator. Group IV Light Equipment Operators. Operators engaged in operating the following equipment: Oilerdriver motor crane, single drum hoists, winches and air tuggers, irrespective of motive power, winch or A frame trucks, forklifts, rollers of types and pull tractors, regardless of size, elevator operators inside and outside when used for carrying workmen from floor to floor and handling building material, Lad-A-Vator, conveyor, batch plant, and mortar or concrete mixers, below 105, end dump euclid, pumperete, spray machine and pressure grout machine, air compressors, regardless of size. All light equipment, welding machines, light plants, pumps, well point system dewatering and portable pumps space heaters, irrespective of size, and motive power, equipment greaser, oiler, mechanic helper, drilling machine helper, asphalt distributor and like equipment, safety boat operator and deckhand. . ._. Kt 5 § N \2j r -j\ g� \ / §4 t t q . m2 0)4J 04 q° % § \j'2t4% UCI k \m. {\)( 0 §/ ° $ ^ \ �®\\1 (( ) \ \ 4-3 4 t e0Qk\% \ `\\/ 2 C % \%A Q4M ki a 24J% 43rro \}� o \ 0 \§y3 R®\ \\%\ EH �k\ \\\\�� ( % ) )0 -cii ow•0a m wa r -I \®\\ N ` 44TZ }E\ wwAu� gym\ ( § )Q©uGQ %m7) °!7430\/§ /§ (\\ 44 , w \ fit§ /(/ {\)/Uf • § §2Gt4J Cqo% U \\)!(\. 44 \\� \ ) 04J \)\ \§ k§\ D4 ®3§2 .4 \ 6 \q (i\ U �4 & n e wm/ § \�\%k 0 �w( ■ �G%22 . % k 2%S 1 L I L I I Li I I I I SECTION 00500 THIS AGREEMENT, made and entered into on the day of 19_, by and between herein called the Contractor, and the City of Fayetteville, hereinafter called the Owner: WITNESSETH: 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 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 Fueling Facility Improvements, Phase I, dated August, 1996, including: Advertisements for Bids; Addenda; Instructions to Bidders; General Conditions; Supplementary Conditions; Performance and Payment Bonds; Specifications; the Proposal and acceptance thereof; and the Drawings. Sheets I through 5 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 90 calendar days. ' 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: Dollars ($ ), based on ' the Total Base Bid Price contained herein less accepted Deductive Alternate(s) Bid No(s) ' Section 00500 - 1 I I I I I I I El I I I I 11 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. Liquidated Damages: Owner and Contractor recognize that time is of the essence of this Agreement and the Owner will suffer financial loss if the Work is not completed within the times specified in above, plus any extensions thereof allowed in accordance with the General Conditions. They also recognize the delays, expense, and difficulties involved in proving the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty) Contractor shall pay Owner Two Hundred dollars ($200.00) for each calendar day that expires after the time specified in paragraph 2 for Completion. 7. It is further mutually agreed between the parties hereto that if, at any time after the execution of this Agreement and the Surety Bond hereto attached for its faithful performance and payment, the Owner shall deem the Surety or Sureties upon such bond to be unsatisfactory or if, for any reason such bond ceases to be adequate to cover the performance of the work, the Contractor shall, at his expense, within 5 days after the receipt of notice from the Owner, furnish an additional bond or bonds in such form and amount and with such Surety or Sureties as shall be satisfactory to the Owner. In such event, no further payment to the Contractor shall be deemed to be due under this Agreement until such new or additional security for the faithful performance of Section 00500 - 2 the work shall be furnished in manner and form satisfactory to the Owner. 8. No additional work or extras shall be provided unless the same shall be duly authorized by the Owner in writing. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the day and date first above written, in counterparts, each of which shall, without proof or accounting for the other counterpart be deemed an original Contract. Contractor WITNESSES: By Title ATTEST: Owner Secretary Title Approved as to form: Attorney for Owner Section 00500 - 3 �J I I I C C I I El El n J :J I I ARKANSAS STATUTORY PERFORMANCE AND PAYMENT BOND Q as Principal, hereinafter called Principal, and a corporation organized and existing under the laws of the State of Arkansas and authorized to do business in the State of Arkansas, as Surety, hereinafter called Surety, are held and firmly bound unto as Obligee, hereinafter called Owner, in the amount of Dollars ($ payment whereof Principal and Surety bind themselves personal representatives, successors and assigns, severally, firmly by these presents. Principal has by written agreement dated entered into a contract with Owner for which contract part hereof, and is hereinafter referred to _), for the their heirs, jointly and is by reference made a 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 Section 00500 - 4 I liability hereunder, notice to the Surety or Sureties of any such alteration, extension or forbearance being hereby waived. In no event shall the aggregate liability of the Surety exceed the sum set out herein. Executed on this 19 day of I Principal By Surety By Attorney - in - fact Section 00500 - 5 NOTICE TO PROCEED To Date: Project: You are hereby notified to commence WORK in accordance with the Contract dated . 19 , on or before 19_, and you are to complete the WORK by 19_ By: Title: ACCEPTANCE OF NOTICE Receipt of the above NOTICE TO PROCEED is hereby acknowledged by this the day of 19_. By. Titl Section 00550 - 1 DOCUMENT 00700 GENERAL CONDITIONS DEFINITIONS PAGE 1. AS APPROVED . . . . . . . . . .. .. . . . . . . . 1 2. AS SHOWN, AND AS INDICATED . . . . . . . . . . . . . 1 3. BIDDER . . . . . . . . . . . . . . . . . . . . 1 4. CONTRACT . . . . . . . . . . . .. . . . . . . . . . 1 5. CONTRACT DOCUMENTS . . . . . . . . . . . . . . . . . 1 6. CONTRACTOR . . . . . . . . . . . . . . . . . . . . . 2 7. DAYS . . . . . . . . . . . . . . . . . . . . . . . 2 8. DRAWINGS . . . . . . . . . . . . . . . . . . . 2 9. ENGINEER . . . . . . . . . . . . . . . . . . . 2 10. NOTICE . . . . . . . . . . . . . . . . . . . . . . . 2 11. OR EQUAL . . . . . . . . . . . . . . . . . . . . . . 2 12. OWNER . . . . . . . . . . . . . . . 3 13. PLANS (See Drawings) . . . . . . . . . . . . . . 3 14. SPECIFICATIONS . . . . . . . . . . . . . . . . . . . 3 15. NOTICE TO PROCEED . . . . . . . . . . . . . . . . . 3 16. SUBSTANTIAL COMPLETION . . . . . . . . . . . . . . . 3 17. WORK . . . . . . . . . . . . . . . . . . . . . . . . 3 CONTRACT DOCUMENTS 18. INTENT OF CONTRACT DOCUMENTS . . . . . . . . . . . . 4 19. DISCREPANCIES AND OMISSIONS . . . . . . . . . . . . 4 20. ALTERATIONS - CHANGES IN WORK . . . . . . . . . . . 4 21. VERIFICATION OF CONTRACT DOCUMENTS . . . . . . . . . 5 22. DOCUMENTS TO BE KEPT ON THE JOBSITE . . . . . . •. . 5 23. ADDITIONAL CONTRACT DOCUMENTS . . . . . . . . . . . 5 24. OWNERSHIP OF DRAWINGS . . . . . . . . . . . . . . . 6 THE ENGINEER 25. AUTHORITY OF THE ENGINEER . . . . . . . . . . . . . 6 26. DUTIES AND RESPONSIBILITIES OF THE ENGINEER . . . . 6 27. REJECTED MATERIAL . . . . . . . . . . . . . . . . 7 28. UNNOTICED DEFECTS . . . . . . . . . . . . . . . . . 7 29. RIGHT TO RETAIN IMPERFECT WORK . . . . . . . . . . . 8 30. LINES AND GRADES . . . . . . . . . . . . . . . . . . 8 31. SHOP DRAWING SUBMITTAL PROCEDURE . . . . . . . . . . 8 32. ADDITIONAL DETAIL DRAWINGS AND INSTRUCTIONS . . . . 9 THE CONTRACTOR AND HIS EMPLOYEES 33. INDEPENDENT CONTRACTOR . . . . . . . . . . . . . . 10 34. SUBCONTRACTING . . . . . . . . . . . . . . . . . . . 10 35. INSURANCE AND LIABILITY . . . . . . . . . . . . . . 10 36 . INDEMNITY . . . . . . . . . . . . . . . . . . . . . 14 37. TAXES AND CHARGES . . . . . . . . . . . . . . . . . 15 38. 39 ORDINANCES, PERMITS, AND LICENSES . . . . . SUPERINTENDENCE . . . . . . . . . . . . . . . . . . . 15 . . . .15 Section 00700 - i I THE CONTRACTOR AND HIS EMPLOYEES (Cant.) PAGE I 40. USE OF EXPLOSIVES 15 ' 41. RECEPTION OF ENGINEER'S DIRECTIONS . . . . . . . . . 17. 42. SANITATION . . . . . . . . . . . . . . . . .. . . . 17 43. EMPLOYEES . . . . . . . . . . . . . . . . . . . .. 17 44. PROJECT MEETINGS . . . . . . . . . . . . . . . . . . 18 45. SAFETY . . . . . . . . . . . . . . . . . . . . . . . 18 46. CONTRACTOR'S TOOLS AND EQUIPMENT . 19 47. PROTECTION OF WORK AND PROPERTY _ . . . 19 48. RESPONSIBILITY OF CONTRACTOR TO ACT IN EMERGENCY 20 49. MATERIALS AND APPLIANCES . 20 50. CONTRACTORS' AND MANUFACTURERS' COMPLIANCE WITH STATE SAFETY, OSHA, AND OTHER CODE REQUIREMENTS . . . . . 20 51. SUBSTITUTION OF MATERIALS _ _ _ _ . 21 52. TESTS, SAMPLES, AND INSPECTIONS . 21 53. ROYALTIES AND PATENTS . . . . . . . . . . . . . . . 22 54. CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT 22 55. CORRECTION OF DEFECTIVE WORK FOUND DURING WARRANTY PERIOD . . . . . . . . . . . . . . . . . . . . . . . 22 PROGRESS OF THE WORK 56. BEGINNING OF THE WORK . . . . . . . . . . . . . . . 23 57. SCHEDULES AND PROGRESS REPORTS . . . . . . . . . . - 23 58. PROSECUTION OF THE WORK . . . . . . . . . . . . . . 24 59. ASSIGNMENT . . . . . . . . . . . . . . . . . . . . . 25 60. OWNER'S RIGHT TO DO WORK . . . . . . . . . . . . . . 25 61. OWNER'S RIGHT TO TRANSFER EMPLOYMENT . . . . . . . . 25 62. DELAYS AND EXTENSION OF TIME . . . . . . . . . . . 26 63. LIQUIDATED DAMAGES . . . . . . . . . . . . . .. 28 64. OTHER CONTRACTS _ . . . . . . . . . . . . . . . . . 28 65. USE OF PREMISES . . . . . . . . . . . 29 66. . . SUBSTANTIAL COMPLETION DATE . . . . . . . . . . . . . . . . . 29 67. PERFORMANCE TESTING . 30 68. OWNER'S USE OF PORTIONS OF THE WORK . . . . . . . . 30 69. CUTTING AND PATCHING . . . . . . . . . . . . . . . . 30 70. CLEANING UP . . . . . . . . . . . 30 . . . . . . . PAYMENT 71. PAYMENT FOR CHANGE 72. PARTIAL PAYMENTS 73. CLAIMS . . . 74. NOTICE OF CLAIM FOR 75. RELEASE OF LIENS OR 76. FINAL PAYMENT 77. NO WAIVER OF RIGHTS 78. ACCEPTANCE OF FINAL [ I I I 3RDERS . . . . . . . . . .• . . . . 31 I - . . . . . . . . . . . . . . 34 . . . . . . . . . . . . . 37 DELAY . . . . . . . . . . . . . 37 CLAIMS . . . . . . . . . . . . . 38 . . . . . . . . . . . . . . . . . 38 , 38 PAYMENT CONSTITUTES RELEASE . 39 I Section 00700 - ii I U I I I I I L1 I I 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 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 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 I I I I I I I The person or persons, partnership, firm, or corporation submitting a Bid 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 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. 5. CONTRACT DOCUMENTS The "Contract Documents" consist of the Bidding Requirements, Contract forms, Conditions of the Contract, Section 00700 - 1 I 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 thereto. 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 1 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. 11. OR EQUAL 1 The term "or equal" shall be understood to indicate that the "equal" product is the same or better than the product named in 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 Section 00700 - 2 I ' 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 I. 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. ' 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 Section 00700 - 3 i 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 1 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 which so applied have a well known technical and trade meaning shall be held to refer to such recognized standards. 19. DISCREPANCIES AND Any discrepancies Documents shall bE The Engineer will writing, within a OMISSIONS I or omissions found in the Contract reported to the Engineer immediately. clarify discrepancies or omissions, in reasonable time. In resolving inconsistencies among two or more Sections of the Contract Documents, precedence shall be given in the following order: CONTRACT SUPPLEMENTARY CONDITIONS SPECIFICATIONS INSTRUCTIONS TO BIDDERS GENERAL CONDITIONS DRAWINGS Figure dimensions on Drawings shall take precedence over scale dimensions. Detailed Drawings shall take precedence over generalDrawings. 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 1 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. I Section 00700 - 4 ' I I I I 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 and local 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. 22. DOCUMENTS TO BE KEPT ON THE JOBSITE 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 I Section 00700 - 5 I request by paying the price as shown in the Invitation to Bid for the Contract Documents. 24. OWNERSHIP OF DRAWINGS 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 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 from any and all damages, including reasonable attorneys' fees, from any and all claims arising from any such reuse. 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 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 duty or responsibility of the Engineer to the Contractor, any Subcontractor, their respective Sureties, any 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 1 Project to observe the progress and quality of the Work and to determine, in general, if the Work is proceeding 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 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 inspections of the Work and to furnish Section 00700 - 6 I ' 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 can receive additional money under the terms of the Contract. 1 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 or authority to delete, increase, modify or otherwise change the requirements of the Contract Documents. The above -mentioned observation shall not relieve the 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 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. I Section 00700 - 7 • 1 29. RIGHT TO RETAIN IMPERFECT WORK If 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 therefore 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 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 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. 31. SHOP DRAWING 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 Section 00700 -,8 1 I ' 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 drawing 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. If a second submittal is required for the same item(s), the Contractor shall follow the procedure set out herein ' for the initial submittal in addition to responding to the Engineer's review comments. Thereafter, if subsequent re - submittals (3rd submittal and beyond, inclusive) are ' required for the same items(s), the Engineer shall charge the Contractor for the Engineer's review effort at his standard hourly rates and said charges will be deducted ' from the contract amounts due the Contractor. 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 Ito the attention of the Engineer, the Contractor shall state in his letter whether or not such deviations involve any deduction or extra cost adjustment. 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 developments thereof, and reasonably ' inferable therefrom. Section 00700 - 9 THE CONTRACTOR AND HIS EMPLOYEES 33 (Ed 35 INDEPENDENT. CONTRACTOR The Contractor shall perform all Work. under this Contract as an Independent Contractor and shall not be considered as an agent of the Owner or of the Engineer, nor shall the Contractor's subcontractors or employees be subagents of the Owner or of the Engineer. 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 Bid. 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. The Contractor agrees that he is as fully responsible to the Owner for the acts and omissions of his subcontractors and of persons either directly or indirectly employed by them as he is for the acts and omissions of persons directly employed by him. Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and the Owner. INSURANCE AND. LIABILITY L I I I I I I 11 I A. GENERAL , The Contractor shall provid acceptable to the Owner) designated hereinafter and e (from insurance the insurance pay all costs. companies coverage 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 canceled or materially altered, except after 30.days written notice has been received by the Owner." I I I Rectinn nn7nn - in I ' 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 such insurance has been reviewed and approved by the Owner, nor shall the Contractor allow any subcontractor to 1 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. C. COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE ' 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 such Work is ' sublet, the Contractor shall require the subcontractor similarly to provide Workmen'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 I. Federal Longshoremen's and Harborworker'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 this Contract 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 Section 00700 - 11 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: °Waiver of all "XCU" exclusions. ' oBroad Form Property Damage and Personal Injury Liability. °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 n .. 4 ... nn' -,nn n n I I I I arising out of the Work performed under this Contract by a subcontractor, which liability is not covered by the subcontractor's insurance. The Contractor's and liability and automobile shall include the Owner agents, and employees a: claims arising out of Contract. any subcontractor's general liability insurance policies and Engineer, their officers, a additional insureds for any work performed under this 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 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. F. OWNER'S AND CONTRACTOR'S PROTECTIVE LIABILITY INSURANCE ' The Contractor 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 ' Property Damage: $250,000 each person, $250,000 aggregate OR ' $1,000,000 combined -single limit each occurrence/aggregate. I Section 00700 - 13 I •G. INSURANCE COVERAGE FOR SPECIAL CONDITIONS 1 When the construction is to be accomplished within a public or private right-of-way requiring special insurance coverage, the Contractor shall conform to the particular requirements and provide the required insurance. The Contractor shall include in his liability policy all endorsements that the said authority may require for the protection of the authority, its officers, agents, and employees. ' 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 Contract, 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 attorneys' fees arising out of or resulting from the performance of the Work, provided that any such claim, damage, loss or expense (1) is attributable to bodily injury, sickness, disease, or death, or to injury 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. I 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 charqes 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 fully 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. 40. USE OF EXPLOSIVES CI I When the use of explosives is necessary for the prosecution of the work, the Contractor shall observe all local, state and federal laws in purchasing and handling explosives. The Contractor shall take all necessary Section 00700 - 15 I precaution to protect persons, completed work, neighboring' property, water lines, or underground structures. The Contractor shall obtain the services of a qualified seismic consultant prior to conducting any blasting in order to prevent accidental damage to structures or equipment due to vibration or shock. The seismic consultant shall install and operate seismic monitoring equipment at existing structures which may be affected during the use of any explosives, and shall provide to the Engineer a report describing the vibrations and forces which were imposed upon the structures during blasting. The Contractor shall notify all owners of all nearby property of the intention to use explosives at least 24 hours before blasting is scheduled, and shall provide the names of Owner's so notified to the Engineer. The Contractor shall submit to the Owner a certificate of insurance covering such blasting operations. Such insurance shall be in the same amount as is the public liability requirements under Paragraph 35 of the General Conditions, entitled Insurance and Liability. The Contractor shall be absolutely responsible for handling explosives in a safe, manner and for any damage resulting from the use of explosives. The Contractor shall be responsible •for all damage caused by blasting operations and shall be responsible for responding to and resolving all complaints. Suitable methods shall be employed to confine all materials lifted by blasting within the limits of the excavation or trench. All rock which cannot be handled and compacted as earth shall be kept separate from other excavated materials and shall not be mixed with backfill or embankment materials except as specified or directed. Blasting or other use of explosives for excavation adjacent to existing utilities, structures, and other facilities shall be in conformity with the requirements of the local ordinance and the authority having jurisdiction thereover. The Contractor shall consult with and develop a mutually agreeable blasting procedure with the appropriate utility or agency before blasting adjacent to that agency's utility, structure, or other facility. (Certain utilities, including gas pipelines and fiber - optics, and agencies have requirements, which will not permit blasting adjacent to or within a minimum distance from the utility.) In the event construction and possible blasting activities are to be in close proximity to residential and commercial structures, preblast and postblast surveys shall be C1 conducted for the protection of all parties. Particularly close monitoring of the residential areas is required. The Contractor shall perform a preblast survey of all ' utilities, structures, and other facilities adjacent to or within 300 feet of the blast sites to determine the structural conditions of each utility, house, building, ' bridge, overpass, and other structures, and facilities susceptible to damage from blasting operations. The survey notification to all property owners, tenants, utilities, and other agencies and the area of survey shall ' be in conformity with the requirements of the authority having jurisdiction thereover or as determined by the Contractor's insurance company if no local ordinance applies. The Contractor shall submit the preblast survey report to the Owner for the Owner's permanent file. The Contractor shall perform a postblast survey of the same ' utilities, structures, and other facilities surveyed in the preblast survey to determine the effect of the blasting operations. The Contractor shall submit the postblast survey report to the Owner for the Owner's permanent file. ' 41. RECEPTION OF ENGINEER'S DIRECTIONS 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. 42. 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 convenience facilities shall be as approved by the Engineer. ' 43. EMPLOYEES 1 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. Section 00700 - 17 44. 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. The Contractor shall comply with these attendance requirements and shall also require his subcontractors to comply. 45. 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 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 of these Documents. Where any of these are in conflict, the more stringent requirement 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 of this Contract, a safety program that incorporate and implement all required sz The Contractor shall appoint an employee and authorized to supervise and enforce the safety program. for the duration will effectively tfety provisions. who is qualified compliance with 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 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 jobsite, safety equipment applicable to the Work as prescribed by the aforementioned authorities, all articles necessary tor giving first aid to the injured, and shall establish the procedure for the immediate removal to a hospital or a doctor's care of persons (including employees) who may be injured on the jobsite_ .q tinn nn7nn - is I ' 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. 46. CONTRACTOR'S TOOLS AND EQUIPMENT The Contractor's tools and equipment used on the work shall be furnished in sufficient quantity and of a capacity and type that will safely perform the Work 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. 47. PROTECTION OF WORK AND PROPERTY ' The Contractor shall at all times safely guard the 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. All loss or damages arising out of the nature of the Work Ito 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. ' 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. Section 00700 - 19 I 48. 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. Any claim , for compensation by the Contractor, together 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. 49. MATERIALS AND APPLIANCES Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labor, water, tools, equipment, light, power, transportation, and other facilities necessary for the execution and completion. of the Work. Unless otherwise specified, all materials shall be new, and both workmanship and materials shall be of, good 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. 50. CONTRACTORS' AND MANUFACTURERSCOMPLIANCE WITH STATE SAFETY, OSHA, AND OTHER CODE REQUIREMENTS I 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. q,n f-jnn nn -inn: -n I ' 51. SUBSTITUTION OF MATERIALS Except for Owner -selected equipment items and items where Inc substitution is clearly specified, whenever any material, article, device, product, fixture, form, type of construction, or process is indicated or specified by ' 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 construed as eliminating from competition other products of equal or better quality by other manufacturers where fully suitable in design, and shall be deemed to be followed by the words "or equal". The Bidder may, in such cases, submit complete data to the Engineer (with his Bid, as stipulated hereinbefore) for consideration of another material, type, or process which shall be 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. 52. TESTS, SAMPLES, AND INSPECTIONS ' The Contractor shall furnish, without extra charge, the necessary test pieces and samples, including facilities 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 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 ' such access and for inspection, including maintenance of temporary and permanent access. If the Specifications, the Engineer's instructions, laws, ordinances, or any public authority require any Work to be specially tested or approved, the Contractor shall give timely notice of its readiness for inspection. ' lnspections 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 approval or consent of the Engineer, it shall be uncovered for examination at the Contractor's expense. I I Section 00700 - 21 53. ROYALTIES AND PATENTS The Contractor shall pay all royalty and license fees, unless otherwise specified. The Contractor shall defend' all suits or claims for infringement of any patent 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.' 54. 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 or terminate this Contract and recover from the Owner payment for the reasonable value of Work performed. 55. CORRECTION OF DEFECTIVE WORK FOUND DURING WARRANTY PERIOD The Contractor hereby agrees to make, at his own expense, all repairs or replacements necessitated by defects in materials or workmanship, supplied under terms of this Contract, and pay for any damage to other works 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 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. arrinn nn7nn - 7'7 I PROGRESS OF THE WORK 56. BEGINNING OF THE WORK ' 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. ' 57. 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 preconstruction 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. 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. I Section 00700 - 23 I Y:] The construction schedule shall be conjunction with and/or in addition requirements concerning schedules Specifications. submitted in to any other within these THE CONSTRUCTION SCHEDULE SHALL BE UPDATED AND SUBMITTED WITH EACH MONTHLY REQUEST FOR PAYMENT. SHOULD THE 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. FAILURE TO SUBMIT SUCH REVISED CONSTRUCTION SCHEDULE AND WRITTEN EXPLANATION SHALL BE REASON TO WITHHOLD PAYMENT ENTIRELY OR REDUCE PAYMENT SUBSTANTIALLY. PROSECUTION OF THE WORK , It is expressly understood and agreed that the time of 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 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 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 a representative of the Engineer, then the Contractor must reimburse the Owner for payments made to the Engineer for this purpose. Section 00700 - 24 I C [1 I LIB I 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 clean-up work only outside of regular hours (including Saturdays and Sundays). No Work will be accomplished on holidays. 59. ASSIGNMENT Neither party to the Contract shall assign the Contract or sublet it as a whole, without the written consent of the other, nor shall the Contractor assign any monies due or to become due to him hereunder without the previous written consent of the Owner. 60. OWNER'S RIGHT TO DO WORK ' 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 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 Contractor ' and its surety. 61. 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, or 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 ' instructions of the Engineer, or otherwise be guilty of a substantial violation of any provision of the Contract or any laws or ordinance, then the Owner may, without Section 00700 - 25 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 or otherwise, any qualified person or persons to finish the Work and provide the materials therefore, in accordance with the Contract Documents, 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 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 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. 62. 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 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 delay has been remedied, the Contractor shall given written notice to the Owner of any actual time extension requested; as a result of the aforementioned occurrence; then the Contract time may be extended by Change Order for Section 00700 - 26 I such reasonable time as the Engineer determines. It is agreed that no claim shall be made or allowed for any damages 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 ' 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 of a severity that would stop all progress of the Work, may be 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. ' 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. J Section 00700 - 27 IJ 63- 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 days, or by the calendar date, stated in the accepted Bid and Contract. The time shall be computed from and 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 regularly, diligently, and uninterruptedly at such rate or progress as will insure full completion thereof within the 1 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, taking into consideration the average climatic range and usual construction conditions prevailing in this locality. If the Contractor shall neglect, fail, or refuse to complete the Work within the time herein specified, or any proper extension thereof granted by the Owner, then the Contractor does hereby agree, as a part consideration for. the awarding of this Contract, that, for each and every calendar day that the Contractor shall be in default, he shall pay to the Owner the agreed -upon amount stipulated , in the Contract to compensate the Owner for monetary losses incurred. 64. OTHER CONTRACTS The. Owner reserves the right to award other Contracts in , connection with the Work. The Contractor shall afford other Contractors reasonable opportunity for the introduction and storage of their materials and the execution of their Work and shall properly connect and coordinate his Work with theirs. If any part of the Work under this Contract depends on 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, Section 00700 - 28 L ' however, those defects in the Work by others that occur after the satisfactory completion of the Work specified hereunder. 65. USE OF PREMISES ' 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 be required outside the limits of the Owner's property. 66. SUBSTANTIAL COMPLETION DATE ' The Engineer may, at his sole discretion, issue a written notice of substantial completion for the purpose of establishing the starting date for specific equipment t 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 Documents. ' Such substantial completion shall from liquidated damages should the after the completion date, ' construction observation, interest or other expenses continue to be c not relieve Contractor Owner have added costs i.e., if additional paid, loss of revenue, harged to the Owner. ' Substantial completion of an operating facility shall be 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 successfully demonstrated to the Engineer. All equipment ' 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. Li ' Section 00700 - 29 I 67. 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. ' 68. 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, nor shall such use be considered as cause for an extension of the Contract , completion time, unless authorized by a Change Order issued by the Owner. 69. CUTTING 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 reasonably 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. 70. 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. Upon completion of the construction, the Contractor shall, at his own expense, remove all temporary structures, rubbish, and waste materials resulting from his , operations. Li Section 00700 - 30 I ' PAYMENT 71. PAYMENT FOR CHANGE ORDERS ' Payment or credit for any alterations 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: A. UNIT PRICES. If applicable, those unit prices stipulated in the Bid, 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. 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. C. FORCE ACCOUNT WORK. If the method of payment cannot 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 Section 00700 - 31 I 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: 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, t unless approved in writing by the Owner. 2) Material delivered and used on the designated Work, including sales tax, if paid for by the Contractor or his subcontractor. 3) Rental, or equivalent rental cost of equipment,. , including necessary transportation for items having a value in excess of $100. 4) 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 7OC, FORCE ACCOUNT WORK, there shall 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 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. 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. Rant inn nn '7 nn - ]') I E I I I I I I I I 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 costs of Work paid for on a force account basis and the costs of other operations. The Contractor shall furnish the Engineer report sheets in duplicate of each 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 Cont his subcontractors' actual current the force account work pursuant to ' approved Change Order. Such costs within 30 days after said Work has ractor's and any of costs involved in the issuance of an shall be submitted been performed. ' 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, as provided in Article 20, ALTERATIONS -CHANCES IN WORK. ' Section 00700 - 33 72. 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 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 calendar month, the Contractor shall submit to the Engineer a detailed estimate of the amount earned for the separate portions of the Work, and request payment.. 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 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 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. I C L I L I I C L L L L L_ L L I Sectinn nn -inn - za I I Li I I If the updated Schedule is not may withhold payment until thi C. DEDUCTION FROM ESTIMATE s Unless modified in the Supplementary Conditions, deductions from the estimate will be as described below. I. The Owner will deduct from the estimate, and retain as part security, 10 percent of the amount earned for Work satisfactorily completed. However, no deduction or retainage will be made on the approved items of ' material delivered to and properly stored at the jobsite but not incorporated into the work. When the ' Work is 50 percent complete, the Owner may "freeze" the retainage at 5 percent of the dollar value of the total contract provided that the Contractor is making ' satisfactory progress and there is no specific cause for a greater retainage. The Owner may reinstate the retainage up to 10 percent of the dollar value of ' "Work complete to date" if the Owner determines, at his discretion, that the Contractor is not making ' satisfactory progress or where there is other specific cause for such withholding. ' NOTE: Exception --If the Work includes water or sewer pipelines, the Contractor shall maintain the Work for a period of ninety (90) days following its acceptance by the OWNER. Up to five percent (5%) of the Contract amount shall be retained during this maintenance period. All prior payments shall be subject to '• correction in the final payment. This 90 -day period does not relieve the Contractor of the Performance and Payment Bond requirements regarding warranty of the ' Project. In such cases, the semi-final payment estimate shall indicate the initial acceptance of the ' Work, and the warranty shall begin on such date. D. QUALIFICATION FOR PARTIAL PAYMENT FOR MATERIALS ' DELIVERED Unless modified in the Supplementary Conditions, t qualification for partial payment for materials delivered but not yet incorporated in to the Work shall be as described below. Section 00700 - 35 Materials, as used herein, shall be considered to be those items which are fabricated or manufactured material and equipment. To receive partial payment for materials delivered to the site or to the Contractor's storage facility or storage yard, but not 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 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 totheContractor, unless otherwise agreed, and partial payments made for these items shall be deducted from the final payment for the Work. 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 - Section 00700 - 36 r H I scheduled meeting in the month following the submittal of such payment request. 73. 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 for such ' compensation before he begins the Work on which he bases the 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 1 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. 74. 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 • need not state the amount. No claim for additional ' compensation will be considered unless the provisions of Article 61, DELAYS AND EXTENSION OF TIME, are complied with, and a notice of claim has been filed with the Owner ' in writing, as stated above. ' Should the Owner be prevented or enjoined from proceeding with Work, either before or after its prosecution, or from authorizing 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 Section 00700 - 37 time as the Owner may determine will compensate for time lost by such delay, with such determination to be set forth in writing. 75. 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. 76. 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 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 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. 77. NO WAIVER OF RIGHTS Neither the inspection by 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 Section 00700 - 38 ' 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. 78. 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 other bonds and warranties, as herein provided. I END OF SECTION I II I I I IL I Section 00700 - 39 C 1 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 (Section 00700) are hereby revised as ' follows: ARTICLE 9. "ENGINEER" 1 Wherever in these Documents the word "Engineer" appears, it shall be understood to mean McClelland Consulting Engineers, I 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. ARTICLE 14. "SPECIFICATIONS" Add the following: FEDERAL, STATE, COUNTY, AND LOCAL STANDARD SPECIFICATIONS ' Where portions of the work traverse or adjoin local streets, county roads, 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 City of Fayetteville wherever the work traverses or crosses City streets. Likewise work in the right-of-way of state highways shall conform to all regulations and requirements of the Arkansas Highway and Transportation Department. Section 00800 - 1 [1 L ARTICLE 22. "DOCUMENTS TO BE Add the following: Failure of the Contractor to the Engineer will postponement of the Final KEPT ON THE JOBSITE" 1 to submit accurate Record Drawings be adequate justification for ' Inspection and Final Payment. ARTICLE .30. "LINES AND GRADES" Delete the first sentence and add the following: All construction staking shall be done by the Contractor at ' the Contractor's expense. ARTICLE 31. "SHOP DRAWING SUBMITTAL PROCEDURE" ' Delete the first paragraph and substitute the following: The Contractor shall submit a sufficient number of copies to allow the Engineer to retain four copies (3 for himself; 1 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. Shop drawings shall be submitted in sufficient time to allow the Engineer not less than 10 regular working days per submittal for examining the shop drawings. 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. I. SURETY AND INSURER QUALIFICATIONS All bonds, insurance contracts, and certificates of insurance shall be executed by either a licensed resident agent of the surety or an insurance company, having its 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 ' ' I I 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 45. "SAFETY" After this 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 The Contractor shall submit a written report to the Engineer ' of any accident or injury occurring at the Construction Site. ARTICLE 47. "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 ' Section 00800 - 3 I monuments or bench marks that have been moved or destroyed. ARTICLE 58. "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 observers' costs for each hour of overtime worked. Overtime shall be rounded off to the nearest whole hour and the cost will be calculated based upon the actual labor cost times a multiplier of 3. In addition, any direct nonlabor expenses that in the Engineer's opinion are attributable to the Contractor's overtime, such as travel ($.29 per mile) or per diem, with a limit of $5.00 per day for each resident observer for per diem, shall be paid to the Owner. Payment to the Owner shall be made by a deduction from the Contractor's monthly payment invoice. ARTICLE 58. "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 Section 00800 - 4 . ' n I AFTER ARTICLE 58. "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. ' Add ARTICLE 60.5 "OWNER'S RIGHT TO TRANSFER, SUSPEND OR TERMINATE EMPLOYMENT" I I I I LI I I L Add the following: Owner may suspend work under the following conditions: A. At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than ninety days by notice in writing to Contractor and Engineer which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be allowed an adjustment in the - Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contractor makes an approved claim therefor as provided in the General Conditions. Owner may terminate: B. Upon the occurrence of any one or more of the following events: 1. If Contractor persistently fails to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established in the Contract Documents. Section 00800 - 5 L I 2. If Contractor disregards Laws or Regulations of any public body having jurisdiction. 3. If Contractor disregards the authority of the Engineer. 4. If Contractor otherwise violates in any substantial way any provisions of the Contract Documents. C. Owner may, after giving Contractor (and the surety, if any) seven days' written notice and to the extent permitted by Laws and Regulations, terminate the services of Contractor, exclude Contractor from the site and take possession of the Work and of all Contractor's tools, appliances, construction equipment, and machinery at the site and use the same to the full extent they could be used by Contractor (without liability to Contractor for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which Owner has paid Contractor but which are stored elsewhere, and finish the Work as Owner may deem expedient. In such case Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by Owner arising out of or resulting from completing the Work such excess will ' be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses and damages incurred by Owner will be reviewed by Engineer as to their reasonableness and when so approved by Engineer incorporated in a Change Order, provided that when exercising any rights or remedies under the paragraph Owner shall not be required to obtain the lowest price for the Work performed. D. Where Contractor's services have been so terminated by Owner, the termination will not affect any rights or remedies of Owner against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by Owner will not release Contractor from liability. E. Upon seven days' written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy of Owner, elect to terminate the Contract. In such case, Contractor shall be paid (without duplication of any items): Section 00800 - 6 ' I I 1. For completed and acceptable Work executed in t accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit .on such Work. ' 2. For expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials or equipment as ' required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses. 3. For all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers and others. ' 4. For reasonable expenses directly attributable to termination. F. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ' ARTICLE 62. "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. I I Section 00800 - 7 I I ARTICLE 62. "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 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 71. "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 60 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 - 8 C I I I I J I I [I I I I C I 11 I I I U H I I Add the 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 72. "PARTIAL PAYMENTS" SUBARTICLE "DEDUCTION FROM ESTIMATE" Add the following: When the work is substantially complete (operational or beneficial occupancy), as certified in writing by the Engineer, the retained amount may, at the option of the Owner, be further reduced below 5 percent to only that amount necessary to assure completion. ARTICLE 73. "CLAIMS" ' Add the following after the first sentence: "Said notification must be forwarded to the ENGINEER within 7 calendar days of the date on which the CONTRACTOR first recognizes that, in his opinion, the work or materials are not clearly a part of the current Contract". 1 I I C I I I END OF SECTION Section 00800 - 9 I. ' PART 1 A 1 1 1 1 I 1 1 1 SECTION 01000 ABBREVIATIONS GENERAL Whenever in these Contract Documents the following abbreviations are used, the intent and meaning shall be interpreted as follows: AA Aluminum Association AAMA Architectural Aluminum Manufacturers' Association AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute ADPCE Arkansas Department of Pollution Control & Ecology AFBMA Anti -Friction Bearing Manufacturers' Association AGA American Gas Association AGMA American Gear Manufacturers' Association AISC American Institute of Steel Construction AISI American Iron and 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 AST Aboveground Storage Tank 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 CA Copper Development Association CISPI Cast Iron Soil Pipe Institute CMAA Crane Manufacturers' Association of America CRSI Concrete Reinforcing Steel Institute Section 01000 - 1 J I EPA Environmental Protection Agency Fed. Spec. Federal Specifications HI Hydraulic Institute HMI Hoist Manufacturers' Institute ICBO International Conference of Building Officials IEEE Institute of Electrical and Electronics Engineers, Inc. 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 STI Steel Tank Institute TEMA Tubular Exchanger Manufacturers' Association. TCA Tile Council of America UBC Uniform Building Code UL Underwriters' Laboratories, Inc. UST Underground Storage Tank WWPA Western Wood Products Association Section 01000 - 2 Li 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 Advertisement for Bids. I I I L [1 L I I I L L I C1 I I END OF SECTION Section 01000 - 3 I I 1 SECTION 01009 SUMMARY OF WORK IPART 1 GENERAL 1.01 REQUIREMENTS INCLUDED ' A. 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. I1.02 REASONABLY IMPLIED PARTS OF THE WORK SHALL BE DONE THOUGH ABSENT FROM SPECIFICATIONS 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 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 IA. Work included in these Contract Documents consists of the improvements at two separate locations. More specifically: ' 1. Fleet Operations Center/1455 S. Happy Hollow Road. a. Mobilization to the site. I Section 01009 - 1 b. Removal and disposal of existing pump island, pumps, and piping. Salvage of Fuel Management System. c. Pavement demolition. d. Proper excavation, closure, removal, and disposal of five (5) USTs. ;... e. Backfill tank and piping excavations to subgrade elevation. f. Installation of a new 4,000 gallon AST, for drain -oil storage set on a concrete slab and surrounded by a containment wall. 2. Interim City Hall/125 S. Church a. Mobilization to the site. b. Pavement demolition. c. Proper excavation, closure, removal, and disposal of one UST. d. Removal and disposal of underground piping. e. Installation of new 10,000 gallon UST including, spill/overfill protection, corrosion protection, and leak detection. f. Install new underground piping. g. Backfill Tank and piping excavations. h. Installation of new fill station. i. Updating of fuel management system from card reader to Fleet Key system. j. Repair sidewalk/curb. 1.04 DEDUCTIVE ALTERNATES A. The deductive alternates are set out to reduce the project cost if required. The deductive alternates may be taken, by the Owner,, in any order. Section 01009 - 2 I ' B. Deductive Alternate Bid No. 1 1l I L I r II C I [] I 1] If this Deductive Alternate is accepted the following changes shall be made in the work included under the Base Bid Proposal: Delete Section 01009, 1.03, A, 2- (e,f,h,i). A. GENERAL: During the construction period the Contractor shall have full use of the premises designated for construction operations. The Contractor's use of the premises is limited only by the Owner's right to perform construction operations with its own forces or to employ separate contractors on portions of the Project. B. PROJECT LIMITS: Include the area indicated on the Drawings as Construction Limits. C. THE CONTRACTOR SHALL CONFINE HIS OPERATIONS within the Project Limits and shall arrange his operations in such a manner as to ensure minimum interference with streets, walks, or other adjacent facilities. Streets may be used for hauling of materials or equipment from one location on the site to another. D. DO NOT CLOSE OR OBSTRUCT streets, walks or other occupied or used facilities without permission from authorities having jurisdiction. PART 2 PRODUCTS 2.01 MATERIALS A. Product shall be as specified in appropriate sections. ' PART 3 OWNER AND CONTRACTOR RESPONSIBILITIES ' 3.01 GENERAL CONSTRUCTION WORK [I I A. The Contractor shall execute all work, including the work described as well as final clean-up. B. The Contractor shall coordinate his work with the Engineer and the City of Fayetteville. Section 01009 - 3 I H SECTION 01011 SITE CONDITIONS ' PART 1 GENERAL 1.01 SITE INVESTIGATION AND REPRESENTATION ' A. 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 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 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 to 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. 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. D. 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. E. The Engineer will investigate such conditions promptly and following this investigation, the Contractor shall ' Section 01011 - 1 1 I L. proceed with the work, unless otherwise instructed by the Engineer. If the Engineer finds that such conditions 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. Utilities into the vicinity of the project include water, sewage, television, gas, telephone, and electric lines. Information is shown on the Drawings relative to the general location of these utilities. Since. specific utility locations are not shown on the Drawings for all utilities, the Contractor shall carefully coordinate the location of utilities. No compensation will be paid to the Contractor, due to costs associated with damages to utilities or to costs associated with locating/avoiding same. 1.03 CONTRACTOR'S RESPONSIBILITY FOR UTILITY PROPERTIES AND I 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. B. The Contractor shall be solely and directly responsible to the Owner and operators of such properties for any 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 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 Section 01011 - 2 J I 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. 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: ' Type Authority Telephone Water & Sewer City of (501) 521-8050 Fayetteville Electricity SWEPCO (501) 521-2400 Gas Arkansas (501) 521-5400 Western Gas ' Telephone Southwestern (800) 482-8998 Bell ' Television TCA Cable (501) 521-7730 H H I I I I 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. Section 01011 - 3 I SECTION 01014 I ' PART 1 GENERAL I I PROTECTION OF THE ENVIRONMENT 1.01 WORK AREAS A. 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 STORM WATER AND EROSION CONTROL A. The Contractor shall perform the Storm Water Pollution and Erosion Control Prevention measures indicated on the Plans and/or as directed by the Engineer during the life of the project. 1.03 PROTECTION OF AIR QUALITY IA. 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. 1.04 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 ' so that no noise emanating from the process or any related tool or equipment will not be disturbing to adjacent facilities. ' 1.05 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 Owner and all necessary permits from the appropriate agencies and make all necessary arrangements prior to commencing. ' Section 01014 - 1 I r-, I SECTION 01016 I H H I I I I L I I I I I I I SAFETY REQUIREMENTS AND PROTECTION OF PROPERTY PART 1 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 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 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. 1.03 SAFE ACCESS BY FEDERAL, STATE, AND LOCAL GOVERNMENT OFFICIALS A. The Contractor shall at all times provide proper facilities for safe access to the work by authorized officials. 1.04 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 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 of any person who may be injured on the jobsite. Section 01016 - 1 I 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. 1.05 ACCIDENT REPORTS A. 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 Engineer1. giving full details of the claim. 1.06 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 permission of the Owner. Conduct the work so as to assure- the least possible obstruction to traffic and normal commercial pursuits. The convenience of the general public and residents adjacent to the project,. and the protection of 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. 1.07 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. Section 01016 - 2 CI L I I I I I I J I I I I I I I J L HI 1.08 ACCESS FOR POLICE I I H I I C A. The Contractor shall leave his night emergency telephone number or numbers with the Police Department and Sheriffs offices, so that contact may be made easily at all times. 1.09 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. 1.10 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, power poles, lighting standards, and all other existing utilities, public or private. See Section 01011, SITE CONDITIONS. ' 1.11 PROTECTION OF PUBLIC PROPERTY IA. The Contractor shall employ such means and methods as necessary to adequately protect public property and property of the Owner against damage. In the event of ' damage to such 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, 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. I ISection 01016 - 3 1.12 TRENCH OR EXCAVATION SAFETY SYSTEMS A. The current edition of the Occupational Safety and Health Administration (OSHA) Standard for Excavation and Trench Safety Systems, 29 CFR 1926, Subpart P, is hereby incorporated into these Specifications be reference and shall be deemed to be included in the Contract the same as though herein written out in full. A copy of the OSHA documents is available at the City of Fayetteville Engineering Department Office. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. PART 4 PAYMENT A. Separate payment will be made, under Bid Item No. 13, for Trench or Excavation Safety Systems. B. No separate payment will be made for any other work included in this section. END OF SECTION Section 01016 - 4 I I SECTION 01027 ' PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED C A. Procedures for preparation and submittal of Applications for Payment. ' 1.02 RELATED REQUIREMENTS I I LI C I I I I I I A. Document 00500 - Owner -Contractor Agreement: Contract Sum , Amounts of Progress Payments, and Retainages, and times for submittals. B. Section 01300 - Submittals: Submittal procedures; Schedule of Values. C. Section 01700 - Contract Closeout: Final Payment. 1.03 FORMAT A. The Contractor shall furnish, within the time specified in Section 00300, 12, a breakdown of the bid amount into individual items to facilitate payment. Dollar amounts shall be provided for each item and these amounts shall accurately reflect the actual value of each item. B. The following are the minimum amount of items required and shall be divided under two headings. Some items listed, depending on the chosen alternates, may not be applicable. Unit cost items, as listed in Section 00300, may be added where approved by the Engineer. 1) Fleet Operations Center: mobilization, demolition, erosion control, tank excavation, each UST closure, backfill/embankment, concrete slab, containment wall, and 4,000 gallon AST. 2) Interim City Hall: mobilization, demolition, erosion control, tank excavation, UST closure, UST and piping installation, spill/overfill protection, leak detection, backfill/embankment, fill station, sidewalk/curb repair, electrical, and any other approved applicable items. Section 01027 - 1 I C. The format of applications for payment shall be determined at the pre -construction conference. As a minimum applications shall include for each item the following: item no., description of work, value, previous applications, work completed, materials stored this period, completed and stored, percentage of completion, balance to finish, retainage. 1.04 PREPARATION OF APPLICATION A. The Contractor shall furnish, in a manner determined during the pre -construction conference, an application for payment for the current pay period. The application shall be typed or produced on media -driven printout. B. Execute certification by signature of authorized officer. C. Provide dollar value in each column for each line item for each category. 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. 1.05 SUBMITTAL PROCEDURES A. Submit six copies of each Application for Payment at times stipulated in Agreement. B. Submit under transmittal letter specified in Section 01300. 1 , 1.06 SUBSTANTIATING DATA A. Provide an invoice from the Material 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. I Section 01027 - 2 , I SECTION 01028 CHANGE ORDER PROCEDURES ' PART 1 GENERAL ' 1.01 REQUIREMENTS INCLUDED A. 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 ' documented. C. Support each claim for additional costs, and for work ' done, with additional information: 1. 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 1 Section 01028 - 1 I I 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 A. Engineer may issue a directive, signed by Owner, instructing Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. B. Directive will describe changes in the Work, and will designate method of determining any change in Contract Sum or Contract Time. C. Promptly execute the change in Work. 1.07 TIME AND MATERIAL - FORCE ACCOUNT CHANGE ORDER A. Submit itemized account and supporting data after completion of change, within time limits in Conditions of the Contract. ' B. Engineer will determine the change allowable in Contract Sum and Contract Time as provided in Conditions of the Contract. 1.08 EXECUTION OF CHANGE ORDERS A. Engineer will issue Change Orders for signatures of parties as provided in Conditions of the Contract. 1.09 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. B. Promptly enter changes in Project Record Documents. Section 01028 - 2 SECTION 01070 CUTTING AND PATCHING 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. 4. Do not endanger any work by cutting or altering work or any part of it. Section 01070 - 1 I 5. Do not cut or alter work of another contractor without written consent of Engineer 6. Do not cut structural or reinforcing steel without written consent of the Engineer. 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. Should conditions of work, or schedule, indicate change of materials or methods, submit written recommendation to Engineer, including: 1. Conditions indicating change. 2. Recommendations for alternative materials or methods. 3. Submittals as required for substitutions. 4. Submit written notice to Engineer, designating time work will be uncovered, to provide for observation. I I 11 I I I 1 1 1 1 II I PART 2 MATERIALS Not Used. PART 3 EXECUTION Not Used. PART 4 PAYMENT A. Payment shall be made under the applicable Bid Items in the Proposal for work under this section. END OF SECTION II Section 01070 - 2 SECTION 01210 PRECONSTRUCTION CONFERENCES iJ1e711i=tjsjsjta. 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 and Contractor. C. 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, 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. PART 4 PAYMENT A. No separate payment shall be made for work under this section. END OF SECTION Section 01210 - 1 I 11 SECTION 01300 Ti ' PART 1 GENERAL I I I I [] I H I SUBMITTALS DURING CONSTRUCTION 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 Contractor's bid price. 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 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. ' PART 2 TECHNICAL SUBMITTALS iH I 1l I 2.01 GENERAL A. Requirements in this Section are in addition to any specific requirements for submittals specified in other Divisions and Sections of these Contract Documents. B. Submittals to the Engineer shall be mailed to: McClelland Consulting Engineers, Inc.; Attn: Mr. David Norman, P.O. Box 1229, Fayetteville, Arkansas 72702 or sent to 1810 North College Avenue, Fayetteville, Arkansas 72703. - Section 01300 - 1 I ' 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. C Section 01300 - 2 , I PT 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, all prefabricated or manufactured structural, mechanical, electrical, plumbing, process systems, and equipment. 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 IA. The Contractor shall maintain a current set of record drawings on the job site, indicating all changes in the work. These drawings shall be the contract plans with ' changes shown in red and shall be turned over to the Engineer at the end of the job. 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 preceding submittal. ' 2.07 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 maybe required for proper examination and tests to establish the quality or equality thereof, as applicable. ISection 01300 - 3 1 I B. All samples and test specimens shall be submitted in ample time to enable the Engineer to make any tests or 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. D. 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. 2.08 CERTIFICATES OF COMPLIANCE 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 Compliance may fact that mate] of Compliance responsibility used on the basis of a Certificate of be sampled and tested at any time. The -ial is used on the basis of a Certificate shall not relieve the Contractor of for incorporating .material in the work Section 01300 - 4 I I I I El L I I I I I Li I H I 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). ' PART 3 EXECUTION Not Used. PART 4 PAYMENT IA. No separate payment shall be made for work under this section. END OF SECTION H I I I ISection 01300 - 5 I SECTION 01311 • J _. L_ • J i • •_'_0._ _•X. 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 Owner and Engineer. However, emergency work during these hours may be done without prior permission. 1.02 SEQUENCE OF CONSTRUCTION A. During the pre -construction conference, the Contractor shall submit a diagram or chart indicating the construction sequencing and duration of each construction activity. 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 other contractors or 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. 2.02 A 2.03 A OVERTIME NOTICE See GENERAL CONDITIONS and SUPPLEMENTAL CONDITIONS, item 58. PRECONSTRUCTION AND PROJECT COORDINATION MEETINGS A Preconstruction Conference shall be held per the requirements of Section 01210 of these Specifications. Section 01311 - 1 1 2.04 OVERALL SCHEDULE ' A. The Contractor will be required to prepare and submit to the Engineer within 10 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. B. 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 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: 1. 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. 3. Performance tests and supervisory service activities. 4. Construction sequence. a. Demolition. b. Tank Excavation and Closure. c. Earthwork. d. Concrete Slabs, Foundations, Walls. e. Tank and Equipment Installation. f. Leak Detection. 5. Final cleaning. 6. Allowance for inclement weather. PART 3 EXECUTION Not Used. CII Section 01311 - 2 ' 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. Manufacturers' Field Services. F. Testing Laboratory Services. 1.02 RELATED REQUIREMENTS A. Section 01300 - Submittals: Submittal of Manufacturer's Instructions. 1.03 QUALITY CONTROL, GENERAL A. Maintain quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality. 1.04 WORKMANSHIP A. Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. B. Perform work by persons qualified to produce workmanship of specified quality. C. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking. Section 01400 - 1 H H 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 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, and to make appropriate recommendations. B. Representative shall submit written report to Engineer listing observations and recommendations. I I I C C I 1.08 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. If however, initial test fails, retesting must be paid for by the Contractor. C. Services will be performed in accordance with. requirementsof governing authorities and with specified. standards. 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. C 1 C I H Section 01400 - 2 ' F. Notify Engineer/Testing Laboratory 24 hours prior to expected time for operations requiring testing services. G. 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. PART 4 PAYMENT A. No separate payment shall be made for work under this section. END OF SECTION Section 01400 - 3 I I SECTION 01500 TEMPORARY CONSTRUCTION FACILITIES & UTILITIES IPART 1 GENERAL I I 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including GENERAL and SUPPLEMENTARY CONDITIONS, and other Division 1 Specification sections apply to the Work specified in this Section. 1.02 SUMMARY A. This Section specifies requirements for temporary t services and facilities, including utilities, construction and storage areas, security and protection. 1.03 TEMPORARY UTILITY INSTALLATION I I I I I A. General: Install temporary service or connect to existing service and make arrangements with the individual utility providers to pay for all utilities used. B. Use qualified personnel for installation of temporary facilities. Locate facilities where they will serve the Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required. C. Provide each facility ready for used when needed to avoid delay. Maintain and modify as required. Do not remove until facilities are no longer needed. D. Provide and maintain self-contained toilet facilities for workmen. ' 1.04 CONTRACTOR'S WORK AREA A. The Contractor shall limit his operations and storage of equipment and materials to the areas authorized by the Owner as indicated on the Plans by Construction Limits. ' B. Temporary storage areas, for the storage of materials that are not subject to damage by weather conditions are 1 Section 01500 - 1 1 indicated on the Plans. 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. Storage areas shall be restored to their initial condition once they are no longer needed. C. The Contractor shall proceed with his work in an orderly manner, maintaining the construction site free of debris and unnecessary equipment or materials. 1.05 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Barricades, Warning Signs and Lights: Comply with standards and code requirements for erection of structurally adequate barricades. Paint with appropriate colors, graphics and warning signs to inform personnel and the public of the hazard being protected against. Where appropriate and needed, provide lighting, including flashing red or amber lights. B. Enclosure Fence: An existing chain link fence surrounds the site, with gates. Access for the Contractor shall be determined during the pre -construction conference. C. The Contractor shall be responsible for security of all stored materials and equipment and shall not hold Owner liable for damage or theft. I I En I C I PART 2 PRODUCTS ' Not Used. . PART -3 EXECUTION Not Used. PART 4 PAYMENT A. No separate payment shall be made for work- under this section. END OF SECTION Section 01500 - 2 I I 1, SECTION 01600 MATERIAL AND EQUIPMENT SHIPMENT, HANDLING. STORAGE, AND PROTECTION PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Products. B. Transportation and Handling. C. Storage and Protection. 1.02 RELATED REQUIREMENTS A. Section 01009 - Administrative Provisions: Summary of Work B. Section 01400 - Quality Control: Submittal of manufacturers' certificates. C. Section 01700 - Contract Closeout: Operation and maintenance data. 1.03 PRODUCTS A. Products include material, equipment, and systems. B. Comply with Specifications and referenced standards as minimum requirements. C. Components required to be supplied in quantity within a Specification Section shall be the same, and shall be interchangeable. 1.04 TRANSPORTATION AND HANDLING A. Transport products by methods to avoid product damage; deliver in undamaged condition in manufacturer's unopened containers or packaging, dry. B. Provide equipment and personnel to handle products by methods to prevent soiling or damage. Section 01600 - 1 I 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 instructions, w: Store sensitive maintain within by manufacturer in accordance with manufacturer's .th seals and labels intact and legible. products in weather -tight enclosures; temperature and humidity ranges required 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. I I I L! I I 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. PART 2 PRODUCTS Not Used. El PART 3 EXECUTION Not Used. PART 4 PAYMENT A. No separate payment shall be made for work under this section. END OF SECTION Section 01600 - 2 J 71 I I C 1l SECTION 01700 CONTRACT CLOSEOUT IPART 1 GENERAL I I II I I I I n I I H I 1.01 SCOPE A. 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 Engineer still find deficiencies in the work, the Engineer will inform the Contractor of the deficiencies and will deny the Contractor's request for final payment until such time as the Contractor has satisfactorily completed the required work. Section 01700 - 1 1.04 FINAL SUBMITTALS A. 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 4. Manufacturers' Certificates of Proper Installation B. No contract will be finalized until all submittals required in Section 01720, PROJECT RECORD DOCUMENTS, have been submitted. 1.05 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 RELEASE OF LIENS OR CLAIMS A. No contract will be finalized until satisfactory evidence of release of liens has been submitted to the Owner as required by the General Conditions. 1.07 FINAL PAYMENT A. Final payment will be made to the Contractor in accordance with the General Conditions. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. PART 4 PAYMENT A. No separate payment shall be made for work under this section. END OF SECTION Section 01700 - 2 I I SECTION 01710 7 FINAL CLEANING ' PART 1 GENERAL I L I I I I I I I I I 1.01 SCOPE 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 private and public 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 not dispose of wastes into streams or waterways. D. Use only cleaning materials recommended by manufacturer of surface to be cleaned. E. Use cleaning materials only on surfaces recommended by cleaning material manufacturers. 1.02 CLEANING DURING CONSTRUCTION A. During execution of work, clean site and public properties and dispose of waste materials, debris, and rubbish to assure that buildings, grounds, private and public 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 L E. Repair, patch, and touchup marred surfaces to specified finish to match adjacent surfaces. 1.03 FINAL CLEANING 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. C. Repair, patch, and touch up marred surfaces to specified finish, to match adjacent surfaces. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. PART 4 PAYMENT A. Payment for Final Cleaning at both locations, shall be made under the lump sum Bid Item 40. B. No separate payment shall be made for any other work under this section. - END OF SECTION Section 01710 - 2 I 1 1 1 1 1 1 1 1 1 SECTION 01720 PROJECT RECORD DOCUMENTS IJ'jtilli�!' snai.iA! 1.01 REQUIREMENTS INCLUDED A. Maintenance of Record Documents and Samples. B. Submittal of Record Documents and Samples. 1.02 RELATED REQUIREMENTS A. Document 00700 - General Conditions: Documents at the site. B. Document 00800 - Supplementary Conditions: Documents at the site. C. Section 01300 - Submittals: Shop drawings, product data, and samples. D. Section 01700 - Contract Closeout: Closeout procedures. 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. 5. 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. Section 01720 - 1 E. Repair, patch, and touchup marred surfaces to specified finish to match adjacent surfaces. 1.03 FINAL CLEANING 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. C. Repair, patch, and touch up marred surfaces to specified finish, to match adjacent surfaces. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. PART 4 PAYMENT A. Payment for Final Cleaning at both locations, shall be made under the lump sum Bid Item 19. B. No separate payment shall be made for any other work under this section. END OF SECTION Section 01710 - 2 I I I Section 02100 ' SITE PREPARATION AND DEMOLITION ' PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including GENERAL and SUPPLEMENTARY CONDITIONS, and other ' Division 1 Specification Sections apply to the Work specified in this Section. 1.02 SCOPE A. This Section covers the work necessary to remove all interfering or objectionable material from the designated areas of work. ' B. Work included: Site preparation for this project includes, but is not necessarily limited to: I1. Sawcutting, removal, and disposal of asphalt and/or concrete pavement. ' 2. Protection of and relocation of active utilities and removal of utilities to be abandoned; 3. Removal and disposal of the Pump Island at the City Shop location including: bollards, pumps, cabinets, concrete pedestal, piping, hoses, and all other items designated on plans. C. Review with the Owner's Representative the location, limits, and methods to be used prior to commencing the work under this Section. D. For removal of Underground Storage Tank Ancillary Piping see Section 02120. ' Section 02100 - 1 1.03 QUALITY ASSURANCE ' A. Qualifications of workmen: Provide at least one person who shall be present at all times during the site preparation .operations and who shall be thoroughly familiar with the work involved. B. Codes and standards: In addition to complying with all pertinent codes and regulations, comply with the requirements of those insurance carriers providing coverage for this work. , 1.04 JOB CONDITIONS A. Dust control: Use all means necessary to prevent the spread of dust during performance of the work of this Section; thoroughly moisten all surfaces as required to prevent dust being a nuisance to the public, neighbors, and concurrent performance of other work on the site. B. Protection: Use all means to protect existing objects not to be removed and, in the event of damage, immediately make all repairs and replacements necessary to the approval of the Engineer at no additional cost to the Owner. ' PART 2 PRODUCTS ' 2.01 BARRICADES AND FENCE MATERIALS A. Provide all materials suitable and in adequate quantity,. required to accomplish the work as specifiedherein. 2.02 TEMPORARY FACILITIES A. The Contractor shall provide all temporary facilities as required for performing the work. See Section 01500, TEMPORARY FACILITIES. I Section 02100 - 2 1 I ' 2.03 TEMPORARY UTILITIES A. The names of utility firms serving the area are included in Section 01011. The Contractor shall obtain the ' necessary permits for connection to all utilities the Contractor intends to use. ' 2.04 STORM WATER MANAGEMENT AND EROSION CONTROL A. Materials, equipment, and work required for temporary storm water management and erosion control during the construction period shall be provided. 2.05 STAGING AND PARKING DURING CONSTRUCTION A. The Contractor shall utilize only the areas designated on the Plan as Construction Limits for parking and storage of materials. I I [I I I C I I I PART 3 EXECUTION 3.01 SAFETY REQUIREMENTS A. All work shall be done in conformance with federal, state, and local rules and regulations pertaining to safety and as specified elsewhere in these Specifications. 3.02 PRESERVATION OF TREES, SHRUBS AND OTHER VEGETATION A. 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 Owner, such cutting is necessary to effect construction operation. Scars resulting from the removal of branches shall be treated with an approved tree sealant. B. Trees and shrubbery within and adjacent to the work shall be protected and preserved to the maximum extent possible. Damage to vegetation outside the limits of the designated construction area may result in damage claims against the Contractor. Section 02100 - 3 I I 3.03 LAYOUT ' A. Layout the Fueling Facility at the Fleet Operation Center in an orderly manner based on the NE corner of the "Old" City Shop. 3.04 SALVAGE OF CARD READER I A. Remove and store in a dry place, the Gasboy Card Reader and Stand, located at the Fleet Operations Center, before commencing the demolition of the pump island. 3.05 DEMOLITION AND REMOVAL OF DEBRIS A. Perform the demolition of the existing pavement, pump island, bollards, pumps and utilities. Remove from site all rubbish, and debris resulting from the work. Leave • the site .in safe and clean condition. Storage of materials resulting from the demolition work on the site • will not be permitted after completion of said work. 3.06 EXISTING UTILITIES A. The Contractor shall protect and preserve in operating condition, all active utility services that traverse or border the site, and repair any damages that may occur to these services due to work performed during the construction period. 3.07 PROTECTION A. The Contractor shall erect additional temporary barricades, fencing and other protection as required to protect persons and property from injury or damage resulting from the preparation and construction operation. I. PART 4 PAYMENT A. Payment for Site Preparation and Demolition shall be made under the lump sum bid item 2. END OF SECTION Section 02100 - 4 I I I I I Li SECTION 02120 PART 1 GENERAL 1.01 SCOPE A. Section includes items of work related to permanent closure of underground storage tanks. 1.02 RELATED SECTIONS A. Section 02100 - Site Preparation and Demolition. Section 02200 - Earthwork. 1.03 REFERENCES A. American Petroleum Institute, 1220 L Street Northwest, Washington, DC 1. API RP 1604 - Removal and Disposal of Used ' Underground Petroleum Storage Tanks. 2. API Bull 1628 - Underground Spill Cleanup Manual. 3. API RP 1631 - Interior Lining of Underground Storage ' Tanks. 4. API RP 2003 - Protection Against Ignitions Arising Out of Static, Lighting, and Stray Currents. Is. API Publication 2015 - Cleaning Petroleum Storage Tanks. 6. API Publication 2015A - A guide for Controlling the ' Lead Hazard Associated with Tank Entry and Cleaning (Supplement to API Publ 2015). 7. API Pub 2217 - Guidelines for Confined Space Work in ' the Petroleum Industry. 8. API Pub 2219 - Safe Operating Guidelines for Vacuum Trucks in Petroleum Services. I I I I B. National Fire Protection Association, Batterymarch Park, Quincy, MA 02269. 1. NFPA 327 - Standard Procedure for Cleaning or Safeguarding Small Tanks and Containers. 2. NFPA 70 B - Electrical Equipment Maintenance. C. OSHA Occupational Safety and Health Standards, 200 Constitution Avenue, Northwest, Washington, DC 20210. 1. OSHA 29 CFR 1910.1000. D. U.S. Environmental Protection Agency, 401 M St. southwest, Washington, DC 20460. 1. EPA 40 CFR 260 - General Regulations for Hazardous Waste Management. ISection 02120 - 1 1.04 1.05 2. EPA 40 CFR 261 - Regulations for Identifying Hazardous Waste. 3. EPA 40 CFR 262 - Regulations for Hazardous Waste Generators.' 4. EPA 49 CFR 280.11, 280.22 - Underground Storage Tanks Regulations. CONTRACTOR QUALIFICATIONS A. Contractor shall be licensed with the Arkansas Department of Pollution Control and Ecology to install, repair, update, and close underground storage tanks. B. Contractors, subcontractors, and their employees responsible for tank abandonment or removal shall be familiar with: 1. All applicable safety rules and regulations. 2. The use of equipment and procedures for testing and vapor -freeing tanks. 3. The handling and disposal of the types of wastes probable to be encountered. 4. The applicable section of the publications referencedin 1..3. SUBMITTALS A. 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, to ADPCE, as bound at the end of this section: 1. 30 -day notice for UST permanent closure. 2. Contractor's UST permanent closure report. I I LI C I I H I Li I H PART -2 PRODUCTS , 2.01 EQUIPMENT - , A. Electrical equipment used in Work of this Section shall be explosion proof in accordance with NFPA 70 B Class I, Division I,. Group D. PART 3 3.01 EXECUTION PREPARATION Observe the special safety precautions outlined in 1.03 references. I I Section 02120 -' 2 I I B. Owner will pump remaining fuel from the fuel tanks. C. Drain product piping into the tank, avoid spills. Cap ' or remove product piping. D. Remove residue and liquids from the tank. Ii. Use explosion -proof or air -driven pumps. 2. Bond pump motors and suction hoses to the tank or ground to prevent electrostatic ignition hazards. 3. Vacuum Truck Operation: ' a. Vapor free the area of operation. b. Locate truck up wind from the tank and outside the path of probable vapor travels. IC. Discharge vacuum pump exhaust gases downwind of the truck and tank area. d. Refer to API Publication 2219 for vacuum truck ' operations and safety practices. 4. Use a hand pump if necessary to remove the remaining few inches of liquid from the bottom of the tank. E. Make provisions for dikes or swales to prevent the entrance of surface run-off from entering the excavation. F. Remove the fill pipe, gage pipe, vapor recovery truck ' connection, submersible pumps, and other tank fixtures. Remove the drop tube, except when it is planned to vapor -free the tank by using an eductor. Cap or remove ' non -product lines except the vent line. The vent line shall remain connected until the tank is purged. Temporarily plug other tank openings so that vapors can exit through the vent line during the vapor -freeing ' process. 3.02 PURGING A. Remove flammable vapors using one of the following methods as described in API Publication 1604, Removal ' and Disposal of Used Underground Petroleum Storage Tanks: 1. Venting: '• a. Minimum Vent Height: 12 feet above grade and 3 feet above adjacent roof lines. b. Keep work area free from sources of ignition. ' 2. Inert Gas: a. Carbon Dioxide or nitrogen. b. Do not enter tank if this method is used. IC. Introduce gas under low pressure at a point near the bottom of the tank at the end opposite the vent. Id. Ground the discharging device to prevent static discharge. e. CO2 fire extinguisher not acceptable. ' Section 02120 - 3 3.03 3. Dry Ice: a. Distribute crushed dry ice evenly over the massive area of the tank. b. Minimum Quantity: 1.5 pounds per 100 gallons of tanks capacity. c. Plug tank openings except the vent. d.. Allow dry ice to evaporate before proceeding. 4. Eductor-Type Air Mover: . a. Air mover shall be properly bonded to prevent static electricity. b. Remove vapors through fill drop tube at bottom of tank. Fresh air enters through vent at top of tank. c. An eductor extension shall be used to discharge vapors a minimum to 12 feet above grade. 5. Diffused Air Blowers: a. Air diffusing pipe shall be properly bonded to prevent the discharge of a spark. b. Remove fill drop tube. c. Supply clean diffused air evenly throughout tank at fill port. Vapors exit through vent at top of tank. d. Air pressure shall not exceed 5 psig inside the tank. 6. Surfactant: a. Spray the inside surface of •the tank with a surfactant. b. Follow manufacturers written instructions. c. Prevent product and water from contaminating the tank excavation area. d. When the tank is free of vapor, pump out the liquid and dispose of it in accordance with local regulations. VAPOR TESTING A. Regularly test the tank atmosphere and the excavation area for flammable or combustible vapor concentrations until the tank' is removed. B. Use a combustible gas indicator that is properly calibrated according to the manufacturers instructions. C. Test the tank vapor space by placing the combustible gas indicator probe onto the tank. Take reading at the bottom, middle, and upper portions of the tank. Clean the instrument after each reading. I I I I L C L I L I] I I I I D. Record reading, date, time, operator, location, and other data collected. I Section 02120 - 4 I E. Readings of 20 percent or less of the lower flammable limit shall be obtained before the tank is considered safe for removal. 3.04 REMOVAL FROM EXCAVATION IA. After the tank has been freed of vapors and before it is removed from the excavation, it shall be render unsuitable for future use as a storage tank by puncturing, cutting, or drilling, numerous holes in all sections of the tank. ' B. Excavate around the tank and place excavated materials on visqueen surrounded by straw bales. (See Section 02200, 3.03) IC. Remove tank from the excavation and place it on a level surface. Use wood blocks to prevent movement of the ' tank prior to loading on truck for transportation. 3.05 LABELING A. Tanks shall be labeled before removing from the site. B. The label shall contain a warning against certain types ' of reuse, the former contents, and present vapor state of the tank, including vapor -freeing treatment and date. C. Lettering shall be at least 2 inches high. D. Tanks that have held leaded motor fuels (or whose '• services listing is unknown) shall contain additional labeling in accordance with API Publication 2015A. ' 3.06 DISPOSAL A. Tanks shall be removed from the site promptly after tlabeling. B. Transport in accordance with applicable local, state, ' and federal regulations. C. Tanks shall be disposed of at an acceptable facility or accepted by a scrap dealer for recycle. Transfer of the ' tank shall be acknowledged with a written receipt. Receipt shall indicate the use of the tank and carry the following warning, regardless of the former contents of the tank: L ISection 02120 - 5 TANK HAS CONTAINED LEADED GASOLINE * NOT VAPOR FREE NOT SUITABLE FOR STORAGE OF FEED OR LIQUIDS INTENDED FOR HUMAN OR ANIMAL CONSUMPTION * Or other flammable/combustible liquid. Use the applicable designation, for example, diesel. 3.07 SOIL TESTING A. Prior to backfilling the excavation, soil samples shall be collected by the Engineer and tested as approved by the local ADPCE Regulated Storage Tank Inspector. B. Results of soil testing shall be reported to the Contracting Officer. ' C. It is estimated that results of testing shall be available within a maximum of 6 working days, from the time of sampling, for each set of tests. D. Contractor will not be responsible for soils testing to check for petroleum contamination in the excavation zone. 3.08 BACKFILLING A. Upon receiving clearance from the Department of Pollution Control & Ecology, the excavation shall be backfilled. B. Backfill in accordance with section 02200. PART 4 PAYMENT A. Payment for Closure and Removal of each tank shall be made under the corresponding Lump Sum Bid Items 3-8. B. Payment for Excavation of Tanks shall be made under Unit Cost Bid Item 10. ' C. No separate payment will be made for any other work included in this Section. END OF SECTION Section 02120 - 6 I •I FOR STATE USE ONLY: ARX UST IDN DATE RECEIVED REFERRAL STATE OF ARKANSAS 30 -DAY NOTICE FOR UST PERMANENT CLOSURE (40 CFR PART 280.71) RETURN TO: ARKANSAS DEPARTMENT OF POLLUTION CONTROL AND ECOLOGY REGULATED STORAGE TANK DIVISION P. 0. BOX 8913, LITTLE ROCK, AR 72219-8913 TELEPHONE NO. (501)562-6533 2. LOCATION OF TANK(S) IF SAME AS SECTION 1, CHECK HERE 0 I. OWNERSHIP OF UST SYSTEM OWNER'S NAME FACILITY NAME STREET ADDRESS STREET ADDRESS CITY. STATE, ZIP CITY, STATE, ZIP CONTACT PERSON, TITLE CONTACT PERSON, TITLE 3. NUMBER OF TANKS AT LOCATION: 4. NUMBER OF TANKS TO BE REMOVED: 5. NUMBER OF TANKS TO BE CLOSED IN PLACE: a. INERT SOLID TO BE USED: 6. NUMBER OF TANKS INCLUDED IN A CHANGE -O -SERVICE: a. INDICATE TYPE OF NON -REGULATED SUBSTANCE TO BE STORED IN TANK: 7. SCHEDULED DATE OF CLOSURE: 9. LABORATORY INFORMATION: 8. CONTRACTOR INFORMATION: CONTRACTOR NAME: LABORATORY NAME STREET ADDRESS: STREET ADDRESS: CITY, STATE, ZIP: CITY, STATE, ZIP: - - - AREA CODE, PHONE NUMBER: AREA CODE, PHONE NUMBER CONTACT PERSON, TITLE CONTACT PERSON, TITLE: ARK. UST CONTRACTOR'S LICENSE NO: Page 2 10. SAMPLE COL ECrOR'S NAME: AREA CODE, PHONE NUMBER: 11. Soil and/or groundwater samples must be collected to determine if a release has. occurred. Proper sampling protocol should be obtained from the laboratory prior to commencement of closure activities. As there are no established acceptable levels in either the state or federal regulations, site assessment sampling results will be reviewed and evaluated on a site - specific basis by the Department. A. Tank(s) closed by removal: Soil samples must be taken immediately after tank removal and placed on ice. Groundwater samples are also acceptable. In general, a minimum of one sample per tank should be taken. However, sample number and location may vary according to site -specific conditions. Call this agency if you have questions regarding sampling. B. In -place closure: Samples must be obtained as described above utilizing an auger or similar instrument. C. Below is a chart depicting analytical requirements for a tank that has contained the same product over its lifetime. If it has contained different products, you must use the analysis as described below in I. PRODUCT SAMPLE MEDIA ANALYSIS NEEDED I. Gasoline II. Diesel Soil or groundwater Soil or groundwater BTEX*, TPH** TPH** III. Waste oil Soil or groundwater TPH** . • BTEX = Benzene, Toluene, Ethylbeozene and Xylene ** TPH = Total Petroleum Hydrocarbons fillyM:1rI.jcC%Iof IF I certify the above information is correct, and I agree to submit the following information to ADPC&E within 20 days after tank closure: 1. Laboratory results. 2. Site diagram indicating location of tank(s) and where samples were collected 3. Amended registration form OWNER'S NAME (PRAT) . -I OWNER'S SIGNATURE UST FORM: 30-DAY-NOTICEIPERM CLOSURE DATE SIGNED I I I C C I 1 1 1 1 _1 1 1 1 1 Q FOR OFFICE USE ONLY RI CILITY U}9 lil OWNER ACCOUNT ARKANSAS DEPARTMENT OF POLLUTION CONTROL AND ECOLOGY �I 8001 NA TIONAL DRIVE, PM. BOX 8913, LITTLE ROCK, AR 72219-8913 TELEPHONE 501-562-6533 FAX: 501-562-2541 CONTRACTOR'S UST PERMANENT CLOSURE REPORT ARKANSAS USTLD. #: COUNTY: 2. DATE OF CLOSURE - 'COMPANY CONTRACTOR: NAME AND TITLE: NAME: COMPANY PHONE: COMPANY FAX.• ITREET OWNERSHIP OF UST SYSTEM: OWNER'S NAME: ADDRESS: CITY: AREA CODE/PHONE• STATE: _ ZIP 0 ' LOCATION OF TANK(S): IF SAME AS SECTION 4, FACILITY NAME: STREET ADDRESS: CITY: STATE• _ ZIP AREA CODE/PHONE NO.: CHECK HERE.• 61 NUMBER OF TANKS AT LOCAT/ON: NUMBER OF TANKS REMOVED: SIZE (GALLONS) & SUBSTANCE (LE. GAS, DIESEL, ETC.) STORED IN TANK(S) REMOVED: NUMBER OF TANKS CLOSED IN PLACE: WHAT TYPE OF INERT SOLID WAS USED: 1 WAS A 30 -DAY NOTIFICATION OF PERMANENT YES IF SO, DATE CLOSURE SENT? NO 11 DID THE CONTRACTOR EMPTY AND CLEAN ALL ACCUMULATED LIQUIDS AND/OR SLUDGE? YES 9ISP.OSITION OF LIQUIDS AND/OR SLUDGE - THE TANKS, REMOVING ALL _ IF SO, DATE NO _ E 72. DID THE CONTRACTOR, PURGE OR INERT THE TANKS OF ALL FLAMMABLE VAPORS PRIOR TO REMOVAL: YES - NO METHOD USED 13. DID THE CONTRACTOR CONTINUALLY MONITOR FOR EXPLOSIVE VAPORS WHILE TANK(S) WERE BEING REMOVED: YES _ NO 14. WHAT/S THE DEPTH TO GROUNDWATER? 15. DURING THE CLOSURE, DID THE CONTRACTOR ENCOUNTER ANY: (CHECK WHICH APPLIES) FREE PRODUCT .............................YES__ YES NO _ CONTAMINATED SOIL ...................YES __ NO CONTAMINATED GROUNDWATER.. YES _ NO IF YES, INDICATE CORRECTIVE ACTION TAKEN FOR CONTAMINA TION: I , 16. DURING ASSESSMENT, DID THE CONTRACTOR MEASURE FOR CONTAMINATION WHERE IT WAS MOST LIKELY TO OCCUR AT THE UST SITE: YES NO 17. WHAT TYPE OF BACKFILL WAS ENCOUNTERED: SAND _ GRAVEL _ NATIVE SOIL OTHER 18. DID ADPC&E PERSONNEL VISIT THE SITE DURING CLOSURE? NO YES NAME OF PERSON VISITING DA TE: 19. HOW WERE THE TANKS DESTROYED? WHERE WERE THE TANKS DISPOSED OF? 'I 20. ATTACH SITE MAPS, LAB SAMPLE RESULTS, SAMPLE LOCATIONS, AND CHAINS OF CUSTODY. I HEREBY STATE THAT THE ABOVE INFORMA TION IS CORRECT. DATE SIGNATURE OF CONTRACTOR PERFORMING THE WORK ADPC&E LICENSE NUMBER UST FORM: PERMANENT CLOSURE REPORT L H C C E C H I I I I I I U 1 1 1 1 SECTION 02150 STORM WATER POLLUTION PREVENTION PART 1 GENERAL 1.01 SCOPE A. This work shall consist of temporary erosion control measures during the life of the contract to control erosion and water pollution, through the use of dikes, silt fences, and baled straw erosion checks. B. Temporary erosion control measures shall be performed promptly when problem conditions exist, when potential problems are anticipated in certain areas, and/or as directed by the Engineer, in order to minimize soil erosion and siltation. C. The Contractor shall comply with all local laws and regulations controlling pollution of the environment. He shall take necessary precautions to prevent pollution of streams, lakes, ponds and reservoirs with fuel, oils, bitumens, chemicals, soil sedimentation or other harmful materials and to prevent pollution of the atmosphere from particulate gaseous matter. 1.02 A. RELATED WORK SPECIFIED IN OTHER SECTIONS Section No. 02100 02200 PART 2 MATERIALS 2.01 A 2.02 'Al STRAW BALES Item Site Preparation and Demolition Earthwork Straw shall be the threshed plant residue of oats, wheat, barley, rye or rice from which the grain has been removed. WIRE FENCE The wire fence shall be a commercial grade of woven wire fence fabric. Section 02150 - 1 H 2.03 FILTER FABRIC ' A. The filter fabric shall be Synthetic Industries' 913SC or equivalent woven polypropylene geotextile. 2.04 EARTH DIKES A. Soil for earth dikes shall have substantial clay content and be shaped and compacted as shown on the Plans. B. This erosion control measure is to be used around excavations to prevent stormwater from entering the trench or pit. Only edges of excavations where flow is away from the excavation will be exempt from this measure. C. This item is particularly important after excavation of a UST while waiting on clearance to backfill. PART 3 EXECUTION I I I I I 3.01 EROSION CONTROL I A. The Contractor shall schedule and conduct his operations in such a manner as to insure good erosion control practices so as to minimize soil erosion and prevent the contamination of and depositing of sediment in adjacent streams or other water courses, lakes, ponds, and other areas of water impoundment. Temporary erosion control measures which will contribute to the control of erosion and sedimentation shall be carried out in conjunction with demolition and earthwork operations. B. All temporary erosion and sediment control structures shall be constructed in accordance with the details shown on the Drawings and Specifications. All temporary structures shall be maintained in proper operating condition during the construction period until determined, by the Engineer, to be no longer needed. PART 4 PAYMENT A. Payment for the work in this section at both locations shall be made under the Lump Sum Bid Item 9. END OF SECTION [1 I I I I 11 I I I Section 02150 - 2 SECTION 02200 EARTHWORK RELATED DOCUMENTS Drawings and general provisions of the Contract, including GENERAL and SUPPLEMENTARY CONDITIONS, and other Division 1 specification Sections apply to the Work specified in this section. This section covers the work necessary for the earthwork, complete. DEFINITIONS - RELATIVE COMPACTION "Relative compaction" is defined as the ratio, in percent, of the as -compacted field dry density to the laboratory maximum dry density as determined by the Standard Proctor Test, ASTM D698 or the Modified Proctor Test, ASTM D1557. Corrections for oversize material may be applied to either the as -compacted field dry density or the maximum dry density, as determined by the Architect. DEFINITIONS - OPTIMUM MOISTURE CONTENT "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 or ASTM D1557. Field moisture contents shall be determined on the basis of the fraction passing the 3/4 -inch sieve. SUBMITTALS Submittals shall be made in accordance with the GENERAL CONDITIONS, SECTION 01300, SUBMITTALS DURING CONSTRUCTION, and the requirements of this section. Provide the following submittals: 1. Samples for all imported material. 2. Catalog and manufacturer's data sheets for compaction equipment. 3. Contractor's excavation/stockpiling plan with provisions for contaminated soil and storm water runoff considerations. Section 02200 - 1.06 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 02100 - Site Preparation and Demolition. B. Section 02120 - Removal of Existing Underground Storage Tanks. C. Section 02150 - Storm Water Pollution Prevention. D. Section 03300 - Concrete. E. Section 11444 - Underground Storage Tanks. ' 1.07 SUBSURFACE INFORMATION A. It shall.be the Bidder's sole responsibility to estimate the type and quantity of materials and the amount of groundwater, if, any, that will be encountered. The Engineer and Owner will make available to.all prospective bidders, upon request, prior to the receipt of proposals, all information that they may have as to subsurface conditions and surface topography at the worksite. B. Information derived from inspection of topographic maps, or from plans showing location of utilities and structures will not 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. C. The submission of a Proposal shall be conclusive evidence that the Bidder has investigated the site and is satisfied as to the conditions to be encountered, as to the character, quality, and quantities of work to be performed and materials to be furnished, and as to the requirements of the Contract Documents. PART 2 MATERIALS 2.01 GENERAL A. Provide all labor, materials, and equipment necessary to accomplish the work specified in this section. I I I I I I 2.02 UNCLASSIFIED 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. I I I Section 02200 - 2 I ' 2.03 EARTH FILL A. Native or imported select material free from roots, organic matter, trash, debris, with maximum particle size of 4 inches. Material shall have low plasticity with a maximum plasticity index (PI) of 30 and be classified, per Unified Soil Classification, as a CL, GC, SM, SC, ' SW, SP, GM, GP, or GW. No warranty, expressed or implied, is made concerning the availability of sufficient quantities of satisfactory earthfill from the ' excavations to be made. Therefore, the Contractor shall provide imported material of acceptable quality, if required, to accomplish the construction. Imported material shall be provided at the Contractor's sole expense. ' 2.04 SELECT FILL A. A locally available red silty clay with broken chert materials having a Unified Soil Classification of (GC) with a maximum Plasticity Index of 30. Commonly referred to as "red hillside". 2.05 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 as GRANULAR FILL material. 2.06 SAND ' A. 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 12 percent passing the No. 200 sieve. ' 2.07 WATER FOR COMPACTION A. Furnish as required. 2.08 COMPACTION EQUIPMENT ' A. Compaction equipment shall be of suitable type and adequate to obtain the densities specified. ' B. Compaction equipment shall be operated in strict accordance with the manufacturer's instructions and ' Section 02200 - 3 LI 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. 2.09 MOISTURE CONTROL EQUIPMENT A. Equipment for applying water shall quality adequate for the work, shall be equipped with a distributor bar device to assure uniform applicati, mixing and drying out material shall discs, or other approved equipment. be not or Dn. co] of a type and leak, and shall other approved Equipment for isist of blades, PART 3 EXECUTION 3.01 GENERAL EXCAVATION A. Perform all excavation of every description, regardless of the type, nature, or condition of material encountered, as specified, shown, or required to accomplish the construction. 3.02 STRUCTURAL EXCAVATION A. Excavate for structures to the lines and grades shown or as required to accomplish the construction. Perform all excavation regardless of the type, nature, or condition of the material encountered. The method of excavation used is optional; however, no equipment shall be operated within 5 feet of existing structures or newly completed construction. Excavation that cannot be accomplished without endangering the present or new structures shall be done with hand tools. 3.03 UNDERGROUND STORAGE TANK AND PIPING EXCAVATION A. Shall be limited to the amount of excavation necessary to properly close and remove an individual UST and related piping, and will include the removal of the entire amount of original backfill. B. Material removed from the excavation of a UST and related piping shall be placed on flat grade within the construction limits on visqueen and surrounded by straw.. bales as directed by the Engineer and Regulated Storage Tank Inspector. C. If tests from samples taken, by the material is not contaminated in accordance with Section 02200 L L L I I I I L L L L I Li I the Engineer, indicate it shall be disposed of• 3.14. QG,.f;..s. fflfnn i1 I I I TI I I I I I D. If tests indicate the material is contaminated it shall be hauled to the Temporary Materials Storage Site as shown on the vicinity map. There it shall be placed on flat grade, on visqueen, and surrounded by straw bales as directed by the Engineer and Regulated Storage Tank Inspector. The exact location of storage on -the site shall be the parking area at the north end of the building with access, by double gate, from Summit Avenue. This material shall then become the responsibility of the Owner. E. Provide acceptable means to store ground water pumped, if necessary, from tank and piping excavations until the water has been tested for petroleum contamination. 1. Stored ground water will be tested by the Engineer and the results reported to the Contractor. 2. If the test results indicate petroleum levels that are acceptable to ADPCE, then the water may be discharged to a storm sewer or receiving stream. 3. If the test results indicate petroleum levels above the acceptable limit, the water shall be appropriately disposed of from the site. ' 3.04 REMEDIATION EXCAVATION IA. If test results indicate the material from the excavation of a UST or related piping is contaminated, the Contractor will perform an additional amount of excavation, as determined by the Engineer, and dispose of 'the material in accordance with Section 02200, 3.03, D. ' 3.05 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. The Contractor shall be solely responsible for trench and excavation safety systems in accordance with Act 219 of 1993 of the State of Arkansas and OSHA requirements. 3.06 LIMITS OF EXCAVATION A. Excavate to the depths and widths required. Allow for working space and granular base. Do not carry excavation for footings, pavement, or slabs deeper than the elevation shown. 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 ' Section 02200 - 5 I 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 95 percent relative compaction per ASTM D1557. Excavations under footings shall be filled with concrete of equal strength to that of the footing. Cuts below grade shall be corrected by similarly cutting adjoining areas and creating a smooth transition. The Contractor shall correct all overexcavated areas at the Contractor's sole expense. 3.07 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 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. Where necessary to these purposes, the water level shall be lowered in advance of excavation, utilizing wells, wellpoints or similar methods. Wells and wellpoints shall be installed with suitable screens and filters so that continuous pumping of fines does not occur. The discharge shall be arranged to facilitate collection of samples by the Engineer. Avoid settlement or damage to adjacent property. Dispose of water in a manner that will not damage adjacent property, as approved. 3.08 SUBGRADE PREPARATION A. Prior to embankment or pavement construction, proofroll the excavation surface with a loaded tandem -axle dump truck or similar heavy -wheeled vehicle to detect soft or loose zones. Proofrolling shall be conducted in the presence of the Engineer. If soft or loose zones are found, excavate the soft or loose material to a depth accepted by the Engineer, then fill and compact as specified for the overlying fills. Over excavation and replacement filling, as specified in this paragraph, shall be paid for on the unit price basis of Backfill/Embankment as specified in the Bid Form, provided that the Engineer shall authorize such overexcavation and replacement filling in writing prior to accomplishing such work. Prior to placement of any overlying fill or concrete, the foundation subgrade shall be scarified to a depth of eight (8) inches and compacted to at least 95 percent relative compaction per ASTM D698. Section 02200 - 6 , I I I I C C C C I I I JI I I 3.09 EMBANKMENT/BACKFILL A. Place hereinbefore specified Earth Fill or Select Fill, as backfill, beneath all slabs, walks, curbs, structures, roads, parking areas, facilities, and other areas as shown; as backfill for tank and piping excavations outside the bedding zone; and as embankment under pavement and slabs. Do not exceed loose lifts of 8 inches. Compact each lift to not less than 95 percent relative compaction per ASTM D698. B. A 4 -inch layer of GRANULAR FILL shall be placed and compacted to at least 95 percent relative compaction, per ASTM D1557, immediately beneath all foundations and slabs. Moisten material as required to aid compaction. Place material in horizontal lifts and in a manner which avoids segregation. C. Backfill around concrete structures only after the concrete has attained the specified compressive strength 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. D. Any subsequent damage to slabs, piping, concrete structures, facilities, or other structures caused by settlement of fill material shall be corrected and repaired by the Contractor at the Contractor's sole expense. E. Backfill around underground storage tanks and backfill in the bedding zone of fiberglass pipe shall be of sand. 3.10 SELECT/EARTH FILL MATERIAL A. All tests necessary for the Contractor to locate an acceptable source of imported material shall be made by the Contractor. Certification that the material conforms to the Specification requirements along with copies of the test results from a qualified commercial testing laboratory shall be submitted to the Engineer for approval at least 10 days before the material is required for use. Sampling of the material shall be done by the Testing Laboratory at the Contractor's expense. Notify the Engineer at least 24 hours prior to sampling. The Engineer may, at his option, observe the sampling procedures. Acceptance of the material source shall be based on an inspection of the source by the Engineer and the certified test results submitted by the Testing Laboratory to the Engineer. No fill materials shall be delivered to the site until the proposed source and materials tests have been accepted in writing by the Engineer. GI Section 02200 - 7 I 3.11 MOISTURE CONTROL A. During all compacting operations, maintain optimum practicable moisture content required for compaction purposes in each lift of fill. Maintain moisture content uniform throughout the lift. Insofar as practicable, add water to the material at the site of excavation. Supplement, if required, by sprinkling the fill. At the time of compaction, the water content of the material shall be at optimum moisture content, plus or minus 2 percentage points, except as otherwise specified for embankments. B. Do not attempt to compact fill material that contains excessive moisture. Aerate material by blading, discing, harrowing, or other methods, to hasten the drying process. 3.12 FIELD DENSITY TESTS A. The Owner will hire a qualified Testing Laboratory to determine in -place density and moisture content by any one or combination of the following methods: ASTM D 2922, D 1556, D 2216, D 3017, or other methods selected by the Engineer. Cooperate with this testing work by leveling small test areas designated by the Laboratory Technician. Backfill test areas at Contractor's sole expense. The frequency and location of testing shall be determined solely by the Engineer. It is anticipated that, as a minimum, at least one field density test will be performed on each 1,000 square feet of compacted fill surface per lift. The Engineer may test any lift of fill at any time, location, or elevation. 3.13 SHORING, SHEETING, AND BRACING OF EXCAVATIONS A. Erect, maintain, and remove shoring, sheeting, and bracing as required by all federal, state and local laws, codes and ordinances. 3.14 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. B. This paragraph does not include contaminated materials previously provided for in Section 02200, 3.03 and 3.04. L C C I I I I I I I I I I I I I I Section 02200 - 8 I PART 4 PAYMENT A. Payment for excavation of foundations, slabs, pavement, ' and bollards shall be included in the applicable bid item for each of these tasks. Separate payment for excavation related to these items will not be made. B. Payment for excavation of tanks, related piping, and Remediation Excavation shall be determined from in -place ' field measurements, by the cubic yard (CY), under the unit cost item Tank Excavation, Bid Item No. 10. C. Payment for backfill and embankment shall be determined from in -place field measurements, by the cubic yard (CY), under the unit cost item Backfill/Embankment, Bid Item No. 11. ' D. Payment for Excavation and Trench Safety shall be made under the Lump Sum Bid Item No. 13. E. No separate payment will be made for Granular Fill or any other earthwork item in this section. ' F. Payment for removal and storage of water from tank and piping excavations shall be included as part of the ' applicable lump sum bid items for closure of existing tanks. I G. Payment for disposal of contaminated water shall be made by the gallon and under the unit cost Bid Item No. 12. H I I I HI I END OF SECTION Section 02200 - 9 SECTION 03210 I PART 1 ' 1.01 1.02 IA 1.03 I I I REINFORCING STEEL GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including GENERAL and SUPPLEMENTARY CONDITIONS, and other Division 1 Specification Sections apply to the Work specified in this section. SCOPE This Section covers the work necessary to furnish and install, complete, the reinforcing steel and welded wire fabric. SUBMITTALS DURING CONSTRUCTION A. Submittals during construction shall be made in accordance with Section 01300, SUBMITTALS DURING CONSTRUCTION, in Division 1, GENERAL REQUIREMENTS. 1. Bending Lists 2. Placing Drawings PART 2 MATERIALS 2.01 DEFORMED REINFORCING BARS A. Deformed billet -steel bars conforming to ASTM A615, Grade 60, unless otherwise noted. ' 2.02 WELDED WIRE FABRIC A. Conform to ASTM A 185 or A 497. ' 2.03 ACCESSORIES I Li 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. ' Section 63210 - 1 I 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. 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. Rartinn nz')in - o I ' 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 J I I I I A. Place an equivalent area of steel around the pipe or opening and extend on each side sufficiently to develop bond in each bar. Where welded wire fabric is used, provide extra reinforcing using fabric or 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 Architect. 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. ' 3.11 PLACING WELDED WIRE FABRIC U 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. Li Section 03210 - 3 PART 4 PAYMENT A. Work in this section is considered incidental to work in Section 03300. Therefore, payment for work in this section shall be included as part of the applicable bid items listed in Part 4 of Section 03300. END OF SECTION 4 QGl�tlnf nifln A II 11 I PART 1 GENERAL SECTION 03300 1.01 RELATED DOCUMENTS Drawings and general provisions of the Contract including ' GENERAL and SUPPLEMENTARY CONDITIONS, and other Division 1 specifications Sections apply to the Work specified in this section. 1.02 SCOPE IA. This Section covers the work necessary to furnish and install, complete, the cast -in -place concrete, including formwork. ' B. Scope shall include but not necessarily be limited to Drain Oil Storage Tank Containment Wall/Slab, curb, sidewalk, and Fill Station. ' 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. Concrete Mix Design 2. Certification for Aggregate Quality ' 1.04 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. 1.05 RELATED WORK SPECIFIED IN OTHER SECTIONS A. 03210 Reinforcing Steel. ISection 03300 - 1 C PART 2 PRODUCTS 2.01 CEMENT A. Cement type shall be Type I as designated by ASTM C150. 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. Materials finer than the 200 sieve shall not exceed 4 percent. Use only clean, sharp, natural sand. 2.05 COARSE AGGREGATE A. Use only 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. 2.06 GROUTS - NONSHRINK A. Nonshrink grout for general use where required, shall conform to the Corps of Architects' Specification for Nonshrink Grout, CRD-C621-81, and to these Specifications. The grout shall be subject to prequalification tests performed by the grout manufacturer. B. Grout shall be a fluid grout capable of satisfactorily Section 03300 -:2 I I I I I I I U I I [1 I I n I LI B. Grout shall be a fluid grout capable of satisfactorily meeting the Engineer's requirements 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 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 supports. 1. SET nonshrinking grout, Master Builders Co., Cleveland, Ohio 2. Crystex, L & M Construction Chemicals, Inc., Omaha, Nebraska D. The grout used shall be cured as recommended by the grout manufacturer. 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 sufficient strength and surface smoothness to produce the specified finish. 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 C Section 03300 - 3 r 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 rubber inserts having a minimum dept sufficient dimensions to permit proper tie hole. 2.09 BOND BREAKER h have plastic or of 1 inch and patching of the 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, 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. G I I C I I I I I I I [1 I I ' 2.11 JOINT SEALANT IA. Joint Sealant shall be a one -part, self -leveling, bitumen modified, polyurethane sealant. Sonneborn Sonomeric 1 Sealant, or equal. - ' 2.12 BACKER -ROD A. Backer -Rod shall be closed cell backer -rod. Sonneborn, or equal. ' 2.13 EXPANSION JOINT FILLER A. Shall be Sonneborn Sonolastic Expansion -Joint Filler, or equal. PART 3 EXECUTION 3.01 DESIGN OF CONCRETE MIX - PROPORTIONS (GENERAL) IA- 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 I. laboratory mixes. 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. Design the mix and perform tests to meet the following ' requirements: 1. The water -cement ratio or water -cement plus ' pozzolan ratio shall not exceed 0.49 by weight, unless otherwise approved in writing by the Engineer. H 2. Minimum cement content or combined cement plus fly ash content when fly ash is used for performance and longevity, regardless of design strength, shall be 423 pounds per cubic yard for concrete with 1 -1/2 -inch maximum size I Section 03300 - 5 n aggregate, 470 pounds per cubic yard for 1 -inch maximum size aggregate, and 517 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 20 percent of the total weight of fly ash plus cement. 3. Verify that the design mix test results reflects the following criteria. Design Air Construction Strength Entrainment Slump Concrete Slabs 3500 psi 5% ± 1% 2"-4" Walls 3500 psi 4°s ± 1°% 3"-5" Sidewalk/Curb/ 3000 psi 5% ± 10 2"-4" Fill Station 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. 3.03 RETEMPERING A. The retempering of concrete or mortar in which the cement has partially hydrated will not be permitted. 1 1 I C I Li I I 1 I 3.O4 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. I I I [1 B. All forms, falsework, shoring, and other structural formwork required shall be structurally designed by the Section 03300 - 6 ' I I I I I I [1 I I I I I I I I I L Contractor and the design shall comply with all applicable safety regulations, current OSHA regulations, and other codes. Comply with applicable portions of ACI 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 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 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. 3.06 FORM SURFACE PREPARATION - GENERAL A. 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. 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. CI Section 03300 - 7 3.09 BEVELED EDGES (CHAMFER) A. Form 3/4 -inch bevels at. all edges of the Drain Oil Containment Wall, and as indicated on the Plans. 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 A. 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. 3.11 BACKFILL AGAINST WALLS 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 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 as 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. Section 03300 - 8 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. 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 Architect. 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 A. 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 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 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 Section 03300 - 9 C 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. C C 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 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. 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. 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 I I I I I I J J I I I I I Section 03300 - 10 I inspection windows to allow close visual inspection of this work. ' 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 50 cubic yards. Each set of test cylinders shall consist of one cylinder to be tested at 7 days, and two (2) cylinders 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 official" is used in Section 4.7 of ACI 318-83, the term shall be redefined to Architect. Section 03300 - 11 a) Evaluation of the 28 day compression test results shall be in accord with ACI 318, Section 5.6.2. Contractor's duties relative to testing shall include the following: b) Secure and deliver to laboratory representative samples of materials he ' proposes to use and which are to be tested. c) Supply wheelbarrows, shovels, mixing boards and shaded work space for field testing of concrete and molding test cylinders in field. Provide stable, insulated storage boxes equipped with controlled heat for storage of cylinders in first 24 hours after molding in accord with ASTM C31. 4. Pavement shall not be deficient in thickness by more than five (5%) percent of the design section. Deficiency in excess of 51 shall be subject to removal and replacement at the Contractors expense, or adjustment in payment. 3.22 DEFECTIVE AREAS , A. 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 to ' 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 and the 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. Section 03300 - 12 , Is. The dusting of surfaces with dry materials will not be permitted. IC. Slabs and floors shall be thoroughly compacted by vibration. ID. All edges of slabs 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. E. Slabs, sidewalks, and curbs shall have a light broom finish. 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: Ii. 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 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. ' Section 03300 - 13 J 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 JOINTS A. All construction, sawed, and troweled joints shall be sealed with approved sealant. PART 4 PAYMENT A. Payment for the Drain Oil Tank Containment Wall shall be made under the lump sum Bid Item No. 15. B. Payment for Drain Oil Tank Slab shall include pedestals, jointing, 12" sump, drain valve, and be made under Bid Item No. 14. I I E C. Payment for curb and sidewalk repair and the Fill Station ' shall be made under the lump sum Bid Item No. 17. END OF SECTION I [I I I I I I Section 03300 - 14 uu PART 1 GENERAL 1.01 SCOPE A. Provide a continuous leak detection monitoring system for the underground storage tank located at the Interim City Hall, including, one in interstitial sensor and one piping sump sensor. B. System shall be designed and installed so that each of its components works with the entire system to produce a single complete system for continuous storage tank monitoring. 1.02 RELATED SECTIONS A. Section 01300 - Submittals During Construction. B. Section 11444 - Underground Storage Tanks. C. Section 15065 - Double -Wall Fiberglass Piping. 1.03 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Submit certified copies of functional test. C. Submit installation instructions. D. Submit operation and maintenance manuals. PART 2 PRODUCTS 2.01 COMPONENT ORIGIN A. Components of the monitoring and control system shall be manufactured and assembled in the United States of America. 2.02 UST CONSOLE A. The console of the monitoring system shall have the capability of interstitial and piping sump monitoring, as well as the following features and functions: 1. LCD Display. 11145 - 1 I 2. 6 -key front panel keyboard with control functions for programming, operating, and reporting. 3. 3 -front panel lights indicating power -on, warning, and alarm conditions. 4. Internal audible warning and alarm indication. 5. Built in output relays available to control external alarm devices. 6. Capability of each sensor activating an audible as well as light alarm. 7. Operating temperature range: 32°F to 113°F. 8. Two sensor capacity, minimum. B. Provide required sensor interface modules. C. Manufacturer: 1LS-350, Veeder-Root, or equal. 2.03 UST INTERSTITIAL SENSOR A. Presence of any liquid in the tank annulus triggers fuel ' alarm. B. Manufacturer: 7943 Interstitial Steel Tank Sensor, Veeder- Root, or equal. , 2.04 UST PIPING SUMP SENSOR A. Presence of any liquid in the piping sump triggers an ' alarm. B. Manufacturers: 7943 Piping Sump Sensor, Veeder-Root, or equal. PART 3 EXECUTION , 3.01 INSTALLATION , A. Use factory trained personnel experienced in the installation of tank monitoring systems. ' B. System shall be installed in strict accordance with ' manufacturer's written instructions. 3.02 FUNCTIONAL TEST ' A. Provide manufacturer's representative for equipment specified in this Section to perform a functional test of completed installation. B. Functional test shall demonstrate that, components operate as specified. 11145 - 2 ' ' C. Modify or replace equipment determined to be unacceptable during functional test. PART 4 PAYMENT A. Payment for the monitoring system, for use with the UST at the Interim City Hall location, shall be made under the ' lump sum Bid Item No. 17. END OF SECTION 1 1 ' 11145 - 3 I Li I I Li I I En I I I I I SECTION 11443 PART 1 GENERAL 1.01 SUMMARY A. Provide one (1) new steel 4,000 gallon aboveground tank for storage of drain oil. 1.02 RELATED SECTIONS A. Section 01300 - Submittals. 1.03 ALTERNATES A. Should alternate tanks be submitted for approval, the following salient characteristics apply: 1. Approximately the same physical size as specified manufacturer. 2. Steel Tank meeting the requirements of NFPA 30 and UL 142. 3. Tank fittings shall be located on top of tank and manufactured to accept specified appurtenances. B. Submit proof of compliance prior to award of contract for any alternate. 1.04 REFERENCES A. American National Standards Institute, Inc., 1430 Broadway, New York, New York 10018. 1. ANSI B16.3 - Malleable Iron Threaded Fittings. 2. ANSI B16.39 - Malleable Iron Threaded Pipe Unions Classes 150, 250, and 300. B. American Society for Testing and Materials, 1961 Race Street, Philadelphia, Pennsylvania 19103. 1. ASTM A36 - Structural Steel. 2. ASTM A53 - Pipe, Steel, Black and Hot -Dipped, Zinc - Coated Welded and Seamless. IC. National Fire Protection Association, Batterymarch Park, Quincy, Massachusetts 02269. 1. NFPA 30 - Flammable and Combustible Liquids Code. 1 [1 Section 11443 - 1 I D. Underwriters Laboratory, Inc., 333 Pfingsten Road, Northbrook, Illinois 60062. 1. UL 142 - Steel Aboveground Tanks for Flammable and Combustible Liquids. 1.05 SUBMITTALS A. Make submittals in accordance with Section 01300. B. Submit shop drawings including: 1. Complete list of equipment and materials. 2. Manufacturer's descriptive and technical literature. 3. Performance charts. 4. Catalog cuts. 5. Drawings. 6. Factory test results. 7. Installation instructions. 8. Complete piping, electrical conduits, equipment layout, and other details as applicable. 9. Accessories and other items essential to complete installation. 10. Calibration charts in 1/8 -inch increments for each tank installed. C. Submit as -built drawings consisting of one full-size set of contract drawings marked in red to depict all conditions differing from the original. D. Submit manufacturer's certificate of proper installation. 1.06 HANDLING AND STORAGE A. Handle with extreme care to prevent damage during transportation to site and installation. B. Replace or repair and test damaged tanks under direct supervision and advice of tank manufacturer, using manufacturer's written procedures. 1.07 WARRANTY A. Provide 30 -year manufacturer's warranty. PART 2 PRODUCTS 2.01 PRODUCT STANDARDS A. Provide standard materials and equipment of a manufacturer regularly engaged in the manufacture of the products. L L LCD I I I 11 I I I I L F I L L B. Provide essentially duplicate equipment that has been in I satisfactory use at least 2 years prior to bid opening. Section 11443 - 2 I IC. Resistant to the effects of gasoline in accordance with MIL -G-3056; gasohol (90 percent gasoline and 10 percent ethanol mixture), 90.5 percent gasoline and 9.5 percent Oxinol-50 (4.75 percent methanol and 4.75 percent GTBA mixture), and diesel fuel in accordance with ASTM D975. 2.02 NAMEPLATES A. Provide each major item of equipment with manufacturer's name, address, type or style, model or serial number, and ' catalog number on a plate secured to the item of equipment. 2.03 DRAIN OIL STORAGE TANK A. Manufacturer: Hall Tank 4,000 Gallon Steel Tank, or equal. '• B. Equipped with the following: 1. 2 -inch diameter vent pipe. 2. Vapor Vent Cap. ' a. One 2 -inch threaded, double outlet vent, with 40 mesh brass screen. 3. 4 -inch NPT fill pipe with lockable cap and drop tube. ' 4. 8 -inch NPT emergency relief vent. a. Morrison No. 244 with O-ring, or equal. b. Pressure setting: 8 -ounces. 5. Manual Gauge Stick. 6. Two 4 -inch spare NPT fittings with bushings. 7. Drain valve, Morrison Fig 128, or equal. 8. Support Saddles. C. UL 142 listed. D. White enamel finish. ' PART 3 EXECUTION 3.01 TANK INSTALLATION ' A. Install in accordance with manufacturer's recommendations and the applicable requirements of NFPA 30. 3.02 VERIFICATION OF DIMENSIONS A. Verify all dimensions in the field and advise the Engineer of any discrepancy before or during performance of work. ' 3.03 TESTING A. Furnish equipment, instrumentation, and personnel required for tests. ' ' Section 11443 - 3 B. Owner will furnish necessary fuel and electrical power for tests. C. Perform test in accordance with manufacturer's written procedures. D. Fill with appropriate fuel to top of tank. E. Perform tests in the presence of the Engineer. PART 4 PAYMENT A. Payment for work in this section shall be made under the lump sum Bid Item No. 16. END OF SECTION 4 Section 11443 -'4 SECTION 11444 UNDERGROUND STORAGE TANKS ' PART 1 GENERAL 1.01 SUMMARY A. Contractor shall provide steel, double -wall underground storage tank. 1.02 RELATED SECTIONS A. Section 01300 - Submittals. B. Section 11145 - Fuel Storage Tank Monitoring System. C. Section 15065 - Double -Wall Fiberglass Piping. 1.03 REFERENCES A. American National Standards Institute, Inc., 1430 Broadway, ' New York, New York 10018. B. National Fire Protection Association, Batterymarch Park, ' Quincy, Massachusetts 02269. 1. NFPA 30 - Flammable and Combustible Liquids Code. 2. NFPA 31 - Standards for Installation of Oil Burning ' Equipment. 3. NFPA RP329 Underground Leakage of Flammable & Combustible Liquids. C. Underwriters Laboratories, Inc., 333 Pfingsten Road, Northbrook, Illinois 60062. 1. UL 58 - Steel Underground Tanks for Flammable and • Combustible Liquids. • 2. UL 1316, File MH9061 - Standard for Safety for storage of flammable liquids. D. Military Specification No. MIL -T-5277. 1.04 SUBMITTALS A. Shop Drawings: Submit shop drawings for each tank. I Drawings shall show locations of all fittings, accessories, and critical dimensions. ' B. Catalog Data: Submit manufacturer's literature to include manufacturer's current installation instructions. 11444 - 1 I C. Submit Certification of test results. D. Submit Project Completion Manual. ' E. Submit manufacturer's certificate of proper installation. 1.05 NOTIFICATION ' A. Provide "Notification for Underground Storage Tanks" to Arkansas Department of Pollution Control and Ecology. B. Notification shall be in the format of the form bound at the end of this Section. C. Provide any permits and pay any fees as may be required by the regulatory authority for installation of new underground storage tanks. PART 2 PRODUCTS 2.01 UNDERGROUND FUEL STORAGE TANKS A. Double -wall horizontal type suitable for underground installation with sti-P3 pre-engineered corrosion control system. Tank capacity as indicated. I I I I I I B. Outer tank shall enclose and provide leak containment across the total surface of the inner main storage tank. C. Tank shall be constructed of steel. 1. Main tank and -secondary tank shall be constructed in accordance with UL 58 and shall conform to NFPA 30. 2. Tanks shall be UL labeled. D. The corrosion control system shall be in strict accordance with sti-P3 specifications as applied by a licensee of the Steel Tank Institute and shall have the sti-P3 limited 30 year warranty against failure do to external corrosion, and lifetime warranty against structural failure. Tank shall bear UL and sti-P3 labels and serial numbers. E. Steel Tanks must be designed to prevent internal corrosion. Wear plates of a minimum 12" x 12" x 1/4" thick steel must be provided under each tank opening. I I I I F. Tank shall be equipped with PP4 for monitoring of anode output. I 11444 - 2 ' I I I I H G. Monitoring Capabilities: 1. Tanks shall have a space between the primary and secondary shell walls to allow for the free flow and containment of all leaked product from the primary tank. 2. Tank shall be designed with a monitor well to the tank bottom between the primary and secondary walls (annular space) to allow for installation of a monitoring device. H. Provide all necessary fittings to accommodate the Fuel Storage Tank Monitoring Systems. I. Manufacturer: 1. Hall Tank, North Little Rock, Arkansas. 2. Or equal. ' 2.02 ACCESSORIES A. Anchor Straps: Provide steel anchor straps as manufactured by tank manufacturer. Number and location of straps shall be specified in current literature by tank manufacturer. ' B. Manways: 1. Provide 24" manway to be flanged and complete with UL ' listed gasket, bolts, and cover. C. Fill Tubes: 1. Provide drop tubes. a. 4" for product delivery. b. 2" for manual gauging, with slots. 2. Provide fill pipe closure valve Clay and Bailey F-40, or equal. D. Fittings Threaded - NPT: Ii. All threaded fittings shall be located in a manway lid or a tank mount within 12 inches of the tank top center line and be constructed consistent with the requirements of the UL label. 2. Fittings to be supplied with threaded cast iron plugs. ' 2.03 FILL STATION A. Provide fill station, consisting of manholes enclosing tank ' appurtenances and embedded in concrete, located as practicably as possible to avoid interference of access to the facility during filling operations. I B. Manual Gauge: 1. 2 -inch steel riser pipe. 2. 9 -inch diameter cast iron manhole with 734 -inch skirt. 3. 2 -threaded fill cap with locking capability. ' 11444 - 3 I C. Fill Port: 1. 4 -inch steel riser pipe. 2. 3 -gallon capacity polyethelene spill container with cast iron ring and lid and a drain valve to the tank. 3. 4 -inch,. brass, tight fit fill adaptor with cap, Morrison Fig 305, or equal. D. Vapor Recovery: 1.. 4 -inch steel riser pipe. 2. 4 -inch vapor recovery adaptor with brass body, stainless steel spring, Buna-N gasket, and cap. Morrison Fig 323 XB, or equal. 3. 12 -inch diameter cast iron manhole with 7% -inch deep skirt. E. Interstitial Monitor: 1. 2 -inch steel riser pipe. 2. 14 -inch cast iron, limited access manhole with 7'4 -inch skirtiand locking lid. 2.04 MANWAY MANHOLE A. 36 -inch diameter limited access, cast iron, traffic rated sheet box cover. 2.05 EMERGENCY DISPENSER SHUT-OFF A. Provide emergency shut-off valve mounted on fuel line at island surface level within the pedestal if one is not already in place. B. Emergency Shut-off Valve: 1. Underwriter's Laboratory listed. 2. Built in air test port. 3. Fusible link which releases in the event of fire allowing the valve to automatically close. 4. Body shall have raised, threaded bosses for connection to stabilizer bar. 5. OPW 10-RMS; or equal. C. Stabilizer Bar: 1. Rigidly mounts the emergency shut-off valve in place to assure proper shearing action. 2. OPW 10-S; or equal. C I I J H I H I H I I I [] I 11444 - 4 P L I PART 3 EXECUTION 3.01 MATERIAL HANDLING IA. Exercise extreme care in handling tanks and appurtenances during transportation, storage, and installation. 1. Tanks must not be dropped, dragged, or handled with sharp objects. 2. Tanks must not be rolled except as required for inspecting and testing. ' B. Unloading, Lifting, and Lowering: 1. Use lifting lugs installed by the manufacturer. 2. Guide the tank with guide lines. ' 3. Under no circumstances is the use of chains or slings around the tank permitted. C. Storage: 1. Obtain written approval of the temporary storage site from the Engineer prior to delivery of the tank. ' 2. Set tank on smooth ground free from rocks and foreign objects. 3. Chock tanks with tires or sandbags until ready for t installation. 4. If high winds are expected use minimum 1/2 -inch diameter nylon or heup ropes, secured with stakes of a size and ' number adequate to restrain. 3.02 PREINSTALLATION INSPECTION A. Inspect tanks, equipment, and piping materials prior to installation. ' B. Cross-check items with the approved shop drawings. Provide Engineer written statement that items delivered and to be installed conform to the drawings and specifications. Note ' any deviations. C. Repair any detected damage to tank or coatings in strict accordance with manufacturers instructions. Only workmen trained and qualified by the manufacturer shall be allowed to make field repairs. 3.03 PREINSTALLATION TESTING A. All tanks must be tested for leaks prior to installation. 1. Pressurize the inner tank to a minimum of 5 psig. Seal the inner tank and disconnect the external air supply. 2. Monitor the pressure for a period of one hour. 3. Pressurize the interstice with air. I11444 - 5 4. Soap the exterior of the tank and inspect for bubbles while continuing to monitor the gages to detect any pressure drags. 5. Release the test pressure and vent the inner tank but maintain the pressure within the interstice. 6. Monitor the pressure within the interstice for another 30 minutes. B. Provide the Engineer a written report of the preinstallation tests. C. In the event a leak is discovered, contact the manufacturer to schedule a tank repair. Only a manufacturer certified representative shall be allowed to make field repairs. 3.04 INSTALLATION A. Tanks shall be installed in strict accordance with the drawings, specifications, and the manufacturers published installation instructions. B. All installation requirements of the tank manufacturer must be met in order to activate the manufacturers warranty. 3.,05 CLEANING A. Thoroughly clean and flush all tanks, piping, and equipment to insure removal of loose rust, scale, dirt, water, or any other construction debris prior to the commencement of performance tests. 3.06 PROJECT COMPLETION MATERIAL A. Within 30 days following acceptance of the completed facility, furnish to the Engineer the following items: 1. Schematic piping and pumping layout of the "as built" installation. 2. Schematic electrical, layout of the "as built" installation. 3. The make and model number of each piece of equipment. PART 4 PAYMENT u I L I LI I I L L I A. Payment for work in this section shall be made under the Lump Sum Bid Item No. 17. END OF SECTION, I I 11444 -'6 STATE OF ARKANSAS 'NOTIFICATION FOR UNDERGROUNDSTORAGE TANKS FOR TANKS IN"ARKANSAS H.. eturn completed form to: STATE USE ONLY Arkansas Department of Pollution Control and Ecology Regulated Storage Tank Division Facility ID P.O. Box 8913 Little Rock, Arkansas 72219-8913 Owner Account Nbr INSTRUCTIONS <" .....:......;. Please type or print in ink all items except "signature" in Sections VI and X. Please mark all boxes that apply in each ection. This form must be completed for each location containing underground storage tanks. If more than five (5) anks are owned at this location, photocopy pages 2 - 4, and staple the continuation sheets to this form. umber of continuation sheets attached: " If TYPE OF NOTIFICATION It. ; WNERSNIP OF TANK(S) .: A. New Location B. Amended ❑ 1. New Tank(s) at Location ❑ 2. Changes to Current Tank(s) Owner's Name ❑ 3. Change in Ownership Supply previous owner's name Mailing Address Phone: ( ) ❑ C. Closure County Telephone Number otal number of UST tanks at this location: City State ZIP Code III, TYPE OF OWNER IV. LOCATION OF TANKS) Private (1) Local Government (2) tJ State Government (3) Fed'[ Government (4) Location Name CONTACT PERSON AT LOCATION Street Address (physical address only — no box numbersl lime County Telephone Number Title hone City State ZIP Code > YPE"OF P dIdTY Select the appropriate facility descriptions) _ Gas Station Local Government Contractor Petroleum Distributor State Government Trucking/Transport Airport/Airline Federal, Non -Military Utility _ Auto Dealership Federal, Military Industrial Farm/Residential (tanks over 1,100 gallons) _ Other (explain) ° Vl mCFfirl ICA ION- (Reaii;and slgti after-cbmpleting<all sections) I certify under penalty of law that I have personally examined and am familiar with the information submitted in this nd all attached documents, and that based on my inquiry of those individuals immediately responsible for obtaining e information, I believe that the submitted information is true, accurate, and complete. Name and official title of owner or authorized representative (print) Signature Date signed (tS MA IN:UST-NOTIFICATION-FORM. WPC) (11191) Temr Has tank been ed Hazardous gauging Location Name (from Section IV) Tank Nbr ) Tank Nbr Currently in Use Out of Use (Complete Section IX) Out of Use (Complete Section /X) Newly Installed Mreinforced r bare steeloated steelss exterior)rced plasticConcreteterior lining Excavation liner Double walled Polyethylene tank jacket Unknown Other, please specify il (if yes, give date of last repair) Used oil New oil Substance _ CERCLA Name CAS Number Mixture, please specify Unknown Other, please specify Date Installed only to tanks 2,000 gallons or less) cision tank tightness testing Monthly inventory controls Automatic tank gauging monitoring I IDIe walled tank Unknown , please specify 'T$ MAIN:UST-NOTIFICATION-FORM. W PC) 2 •net Name (from Section II) Location Name (from Section IV) Page _ of VII. DESCRIPTION OF.:UNDERGROUND STORAGE TANKS (CONTINUED) . . Tank Nbr Tank Nbr Tank Nbr Tank Mn Tank Nbr 7. Corrosion Protection (Mark al1 that apply) Date installed External coatino: ................... Asphalt coating .... Dielectric coating (e.g., epoxy resin) ....... Fiberglass reinforced plastic Internal lining (e.g., epoxy resin) Cathodic protection system Electrical isolation Unknown Other, please specify Spilt and Overfill Prevention thitaMfrJ.H: ...I ::: Spill catchment basin _________ Auto overfill device: ...... 0 ............. Shutoff valve .......... Flow restrictor valve .A. ....... High level alarm Unknown Other, please specify VIII. DESCRIPTION OF PIPING (Complete for each tank at this location.) Material of Construction (Mark '.1!"that app/y)' Bare steel Galvanized steel Fiberglass reinforced plastic Copper Double walled Secondary containment Unknown Other, please specify ii Type. '. Suction: check valve directly under pump Suction: check valve at tank Pressure Gravity feed Unknown Other, please specify Has piping been repaired? (if yes, give date of fast rape/r) t eleaseJ:Detection' 7Mark'aa:that appyl - - - - Vapor monitoring Groundwater monitoring Precision line tightness testing Automatic line leak detector Interstitial monitoring ' Unknown Other, please specify Ili5 MAI N:UST-NOTIFICATION-FORM. W PC) 3 (11/911 Owner Name (from Section II) Location Name (from Section IV) Page of VIII. DESCRIPTION OF PIPING rc[)IUTIM1Irn1 4. 2. / wrapped :ed plastic in system Other, please specify was removed from tank (yr/mo/day) Date product was removed from tank lyr/ma/dayl Date tank removed from ground (yr/mo/day) Date tank filled with inert solid material (sand, concrete, etc.) (yr/mo/day) Date of change in service (yr/mo/day) of action (yr/mo/day) of a leak detected Tank Nbr Nbr I Tank Nbr I Tank Nbr "vrt.ac company License Number: Oath: I certify that theinformation concerning testing provided in Section X is true to the best of my belief and knowledge. (P/ease print a/1 but signature./ Name signature ADPC&E License Number Date rosmon Company INSTALLER — Date of installation: Name of contractor: 4DPC&E Contractor License Number: Oath: I certify that the information concerning installation provided in Section Xis true to the best of my belief and knowledge. 1P/eese print all but signature.) nstaller's Name ADPC&E License Number Company I SECTION 15065 DOUBLE -WALL FIBERGLASS PIPING PART 1 GENERAL 1.01 SCOPE A. This section describes work associated with the installation of double -walled fiberglass piping systems. 1.02 REFERENCES '• A. Military Specifications. 1. MS MIL -P-29206 - Pipe and pipe fittings, glass fiber reinforced plastic for liquid petroleum lines. 1.03 RELATED SECTIONS A. 11444 - Underground Storage Tank. PART 2 PRODUCTS 2.01 FIBERGLASS PIPING A. Primary and secondary containment pipe, fittings, and adhesive shall be supplied by a single manufacturer for use together as a double -wall secondary containment piping system for the service intended. B. Type: Fiberglass reinforced epoxy resin pipe. C. Pipe shall conform to MS MIL -P-29206. D. Pipe and products shall be Underwriters Laboratory listed for the service intended. •' E. Joints 1. Primary Piping: Epoxy adhesive bonding of matching tapered coupling and spigot. ' 2. Secondary Piping: Two-piece adhesive bonded coupling. F. Secondary containment piping shall be sized to contain 110 ' percent of the total volume of the primary piping and any additional equipment. G. Space between the primary piping and secondary containment piping shall be continuous to allow free movement of liquid and vapor leak detection monitors. 15065 - 1 H. Manufacturer: Red Thread II as manufactured by Smith Fiberglass Products Inc., Little Rock, AR; or equal. 2.02 FLEXIBLE CONNECTOR ASSEMBLY A. Flexible Piping Connector: 1. Seamless, one-piece convoluted liner with stainless steel wire braid reinforcement. 2. Ductile iron fittings, with corrosion resistant coating. 3. UL labeled, Crane ResistoFlex, or equal. B. Flexible, pressure tight, secondary containment collar. 2.03 PIPING SUMP A. Provide piping sump to allow monitoring of double -wall fiberglass piping. Sump shall be located as close as practicable to connection between piping and tank. B. Two inch single -wall fiberglass pipe with riser terminating in 14" cast iron monitoring manhole. 2.04 PIPE BEDDING A. Shall be sand, as per Section 02200, or other manufacturer approved select material. B. Minimum bedding dimensions shall be according to manufacturer's recommendation. r. PART 3 EXECUTION 3.01 3.02 INSPECTING PIPE A. The interior of the pipe shall be thoroughly cleaned of all foreign matter before being lowered into the trench and shall be kept clean during installation. B. Inspect pipe for damage prior to installation and prior to backfilling for damage that may require repair or replacement. C. Any pipe, fitting, or appurtenances found defective after installation shall be replaced. INSTALLATION A. Install piping in strict accordance with manufacturers written instructions. I I I I 1 I I I I I I I I I I I I 15065 - 2 II B. Use skilled workmen properly trained and supervised and with previous experience on similar installations. C. Slope piping continuously to leak detection monitor. D. The pipe shall not be laid in water or when the trench or weather conditions are unsuitable. ' E. When work is not in progress, open ends of pipe and fittings shall be securely closed so that water, earth, or other substances cannot enter the pipe or fittings. 3.03 PRECAUTIONS IA. Avoid contact with the adhesive and hardener. B. Wear gloves and eye protection. C. Avoid inhaling fumes by working in well ventilated areas. ' 3.04 TESTING A. Provide all equipment necessary for testing of primary and ' secondary containment piping. B. Pressuring equipment shall be suited to the size of the line and the pressure required. Pumps or pressure sources ' shall have the capability of approaching test pressure gradually. Gages shall have a full scale reading of no more than twice the test pressure. C. Tapped flanges attached to the end of the section of line being testing shall be used to permit direct connection of ' the pressure source to the piping. Taps in the line will not be permitted. D. Use qualified and experienced personnel only to operate pressurizing equipment. Do not make adjustments on pressurized fittings. Release the pressure before ' attempting to tighten. E. Make provisions to prevent movement of the piping during ' testing. F. Primary Pipe Testing: Ii. Joints in secondary containment piping shall not be made until inner pipe is successfully tested. 2. Use hydrostatic or pneumatic testing. Note that pneumatic testing can be extremely dangerous and is not recommended. I ' 15065 - 3 I 3. If pneumatic testing is used, increase test pressure slowly and in stages. Check the integrity of the joints at 25 psi by soaping. 4. Pressure: 1-1/4 times designed working pressure, but not less the 50 psig. 5. Maintain test pressure for a minimum of two (2) hours with no drop in pressure greater than that allowed for thermal expansion and contraction. 6. Personnel shall be kept clear of the piping during pneumatic testing. 7. Equipment, such as pumps, tanks, and meters, shall be isolated from the piping system during this test. G. Secondary Containment Pipe Test: 1. Use pneumatic testing to test the secondary containment piping. 2. Pressure: 10 psig. 3. Maintain test pressure for a minimum of two (2) hours with no drop in pressure greater than that allowed for ' thermal expansion and contraction. 4. Soap all joints for leaks during testing. PART 4 PAYMENT A. Payment for 2" Double -Wall Fiberglass_ Pipe shall be made under the lump sum Bid Item No. 17 and include one piping sump. END OF SECTION I I I. 15065 - 4 ' I I I [I I I I [I I I SECTION 16000 GENERAL ELECTRICAL PROVISIONS Page 1 of 22 PART 1 - GENERAL 1.01 WORK INCLUDED A. Work covered by this specifications shall include furnishing all labor, materials, equipment and services required to construct and install the complete electrical system shown on accompanying plans and specified herein. This work shall include: 1. Complete service entrance, main switchgear and distribution. 2. Complete distribution system for lighting, including necessary transformers, feeders, distribution panelboards, branch circuits, lighting fixtures, control switches and receptacles. 3. Complete distribution system for power, including feeders, branch - circuits disconnects, and power drop connections to motors. 4. Empty raceways and cabinets for telephone system. 5. Grounding systems. ' B. Plans are diagrammatic and judgement shall be exercised to install electrical work in a practical manner to function properly, simplify future maintenance, and to fit building construction and finish. Items not shown or specified which ' are required to produce a complete, operative and finished system shall be provided. C. The electrical plans are a guide to the Contractor to show general arrangement of conduit and wiring and equipment required. If any error omissions or obscurities appear therein, which are questionable, do not conform to good practice or appear contrary to the purpose and intent of the work the Contractor shall promptly notify the Owner or his authorized representative and apply for directions either before or during construction. The exact location of ' conduit runs and lengths shall be determined by the Contractor in the field. D. The drawings may be superseded by later revised or detailed drawings or specification addenda prepared by the Owner or his authorized representative. The Contractor shall conform to all reasonable change without extra cost to the Owner. All items not specifically mentioned in the specifications or noted on the drawings, but which are obviously necessary to make a complete working installation, shall be included. 1 1 I SECTION 16000 GENERAL ELECTRICAL PROVISIONS , Page 2 of 22 E. Visit the site(s) and examine all areas where work is to be done. Verify with , the Owner's representative, the Engineer, the drawings, and examination of the existing building, the complete extent of the work required. Inform the Engineer of any discrepancies between the plans and actual conditions no later than three days prior to bid for appropriate action to be taken. Failure to do so will not constitute a valid reason for being compensated for additional work that may be required. F. Specifications and drawings are complimentary except that, in case of conflict, ' the most stringent will govern. G. The Owner may furnish some•equipment. Electrical Contractor is responsible to check the drawings and specifications for equipment that will be furnished by the Owner. Furnish the electrical connections, etc., on all Owner furnished equipment. H. Should the particular equipment which any bidder proposes to install, require other space conditions than those indicated on the drawings, obtain substitution approval as specified herein and arrange for such space with the Owner or his authorized representative before submitting a bid. Should changes become necessary because of failure to comply with this clause, install the changes without additional expense. 1 1.02 RELATED WORK SPECIFIED ELSEWHERE A. The General Conditions and Supplementary General Conditions of the contract are an integral part of Division 16 of the Specifications. Carefully note its ' contents in performance of the work. B. The General Requirements as included in Division 1 of the Specifications are an integral part of Division 16. Carefully note its contents in performance of the work. C. Examine all of the Architectural, Mechanical, Plumbing and Electrical drawings ' and specifications, field verify existing conditions, or otherwise determine the extent of related work in other divisions before submitting a quotation for the work in this division. Coordinate the work in this division with work in other divisions through the General Contractor. No extra payment will bemade for, additional work required by failure to coordinate the work. ' 1 I SECTION 16000 ' GENERAL ELECTRICAL PROVISIONS Page 3 of 22 ' Should drastic changes from original drawings be necessary, the Contractor shall notify the Owner or his authorized representative and secure written ' approval and agreement from them on necessary adjustments before altered installation of work is started. ' D. The architectural, mechanical and structural plans and specifications, including Information to Bidders and other pertinent documents issued by the Architect or Engineer are a part of this Specification and the accompanying electrical plans. Comply with them in every respect. Examine all the above carefully. Failure to comply does not relieve the Contractor of responsibility nor may it be ' used as a basis for additional compensation due to omission of architectural, mechanical and structural details from the electrical drawings. ' E. Related work in other divisions requiring cooperation and coordination with this division includes, but is not limited to, the following: 1. Install temporary power as arranged under Division 1. '• 2. Perform all cutting and patching as required under Division 1. 3. Perform all earthwork required by the work in this division. Insure that excavating, backfilling and other earthwork conforms to Division 2 except where described in other sections of this division or on the drawings. 4. Furnish all sleeves, inserts, anchors and supports required by this work to be installed in concrete or masonry and coordinate with the respective trades under Division 3 and 4 for proper locations and installation. 5. Flash and seal roof penetrations in accordance with Division 7. Furnish ' locations and sizes and coordinate the installation with the respective trade. 6. Perform painting of electrical equipment and materials in finished areas as required under Division 9. Touch up or prime any surfaces required in this division in accordance with Division 9. Provide factory finishes ' as specified in other sections of this division. 7. Install branch circuits and make final connections to any equipment requiring electric power that is furnished and installed by the Contractor or by the Owner. Perform the electrical work according to approved shop drawings. 8. Install empty raceways and outlet boxes or branch circuits for equipment Ito be furnished by others and installed after completion of the contract. 9. Install and connect motor starters furnished under Division 15 where starters are not an integral part of the equipment. Insure that starters generally conform to the requirements of this division. 1 I SECTION 16000. • GENERAL ELECTRICAL PROVISIONS ' Page 4 of 22 , 10. Mechanical equipment controls and control wiring, external to the mechanical equipment (including installation of. thermostats and production ventilation controls as noted on electrical plans), to be installed under Division 16. 11. Motors are furnished and installed generally • as an integral part of equipment specified under Division 15 and must conform to the requirements of this division. 12. The Contractor shall furnish and place proper guards for prevention of. accidents. He shall provide and maintain any other necessary construction required to secure safety of life or property, including the maintenance of sufficient lights during all night hours to secure such. protection. 1.03 FEES, PERMITS AND INSPECTIONS , A. Obtain any and all required permits in connection with this work under the Contract and pay any and all fees in connection therewith. Arrange with the serving utility companies for the connections to all utilities and pay all charges for same including inspection fees and meters if required. B. Under this section of work the Contractor shall, upon completion of the work, furnish a certificate of final inspection to the Architect from the inspection , department having jurisdiction. 1.04 CODES AND STANDARDS A. All work shall be- done in• a good. workmanlike manner. Materials and workmanship shall comply with all applicable local state and federal codes including, but not limited to, the following: ' 1. National Electrical Code, 1993 Edition (NEC) 2. Underwriters' Laboratories, Inc. (UL) 3. Institute of Electrical and Electronic Engineers (IEEE) 4. Insulated Power Cable Engineers' Association (IPCEA) 5. National Electrical Manufacturer's Association (NEMA) 6. American Standards Association (ASA) 7. American Society for Testing Materials (ASTM) 8. State Fire Prevention Code 9. Occupational Safety and Health Act (OSHA) ' I I I I SECTION 16000 GENERAL ELECTRICAL PROVISIONS Page 5 of 22 ' 10. National Fire Protection Association (NFPA) 11. Standard Building Code (SBC) I [_I I [_I I I I I I I I I I The latest specifications and standards available shall be used for the above. B. Discrepancies shown on different plans, or between plans and actual field conditions, shall be brought to the attention of the Engineer promptly for resolution. C. Should the Contractor perform any work that does not comply with requirements of the applicable authorities, he shall bear all cost arising in correcting the deficiencies. D. Equipment and material which are not covered by UL standard will be accepted provided equipment and material is listed, labeled, certified or otherwise determined to meet safety requirements of a nationally recognized testing laboratory. Equipment of a class which no nationally recognized testing laboratory accepts, certifies, lists, labels or determines to be safe will be considered, if inspected or tested in accordance with national industrial standards, such as NEMA, IPCEA or ANSI. Evidence of compliance must include certified test reports and definitive shop drawings. 1.05 UTILITIES, LOCATIONS AND ELEVATIONS A. Locations and elevations of the various utilities included within the scope of this work have been obtained from substantially reliable sources and are offered as a general guide only, without guarantee as to accuracy. Verify the location and elevation of all utilities and their relation to the work before entering into a contract. B. Protection of Existing Utilities: Existing utility lines to be retained that are shown on the drawings or the locations of which are made known to the Contractor prior to excavation, as well as all utility lines uncovered during excavation operations, shall be protected from damage during excavation and backfilling, and if damaged, shall be repaired by the Contractor, at his expense. I SECTION 16000 GENERAL ELECTRICAL PROVISIONS Page 6 of 22 1.06 EXISTING BUILDING AND EXISTING ELECTRICAL EQUIPMENT A. Visit the existing building and become thoroughly acquainted with the existing physical plant, electrical systems and utilities in order to determine all of the work that will be necessary to carry out the intent of the plans and specifications. B. If it is necessary, in any way, to interfere with normal operations of the existing utilities in order to carry out the work, give notice and obtain written approval from the Owner before the work is started. C. If the work involved in this project requires the Contractor to work inside of an existing building, interruption of the regular routine of the building by the Contractor must be kept to a minimum. 1.07 TEMPORARY SERVICES AND RELATED CONDITIONS A. The Electrical Contractor shall install, maintain and remove after construction is completed, a sufficient amount of the temporary utility electrical system to provide temporary electrical construction power. B. Each trade shall provide and pay for its own extensions for lights or power tools beyond the receptacle outlets located on columns and beyond the 3 -phase panelboard submains in the case of 3 -phase power tools and shall pay for connection of construction trailers to the temporary utility service. The following services, when required by any Contractor other than Electrical, shall be paid for under terms negotiated between the Electrical Contractor and the Contractor requesting such services. These services may include: 1. Special circuits required by electrical welders, elevators, lifts or other special equipment requiring high-amperageand/orspecial-voltage service. 2. Exterior lighting circuits for protection against vandalism; public warning lights and lights for advertising. 3. Overtime maintenance of temporary service facilities at the request of construction trade(s) or contractor(s). I I Li I I I [H LI I LL I 1.I I I I I I I I C I [.] I I I I I I I I I I SECTION 16000 GENERAL ELECTRICAL PROVISIONS Page 7 of 22 PART 2 - PRODUCTS 2.01 GENERAL A. All electrical products used on this project shall conform, unless otherwise specifically noted, to applicable standards of the National Electrical Manufacturers Association and/or the United States of American Standards Institute. All electrical products used on this project shall also be listed on Underwriters' Laboratories, Inc., and/or other agencies, as approved. B. Approvals: 1. Are required of products or services of proposed manufacturers, suppliers and installers and will be based upon submission by Contractor of certification. a. Manufacturer's Qualifications: Manufacturer regularly and presently manufactures as one of the manufacturer's principal products the following items and has manufactured these items for at least five (5) years. Wire and Cable - all types Light Fixtures Lighting Switches and Receptacles Dimmers Molded Case Circuit Breakers Fuses Plug-in Strip Receptacle Units Conduit Low Voltage Fusible and Non -Fusible Switches Panelboards Fire Alarm Systems and Equipment Sealants Conduit Supports and Fittings b. Manufacturer's product submitted must have been in satisfactory operation on three (3) installations similar to this project for approximately three (3) years. c. There must be a permanent service organization maintained or trained by manufacturer which will render satisfactory service to this installation within eight (8) hours of receipt of notification that service is needed. I SECTION 16000 GENERAL ELECTRICAL PROVISIONS Page 8 of 22 d. Installer must have the technical qualifications, experiences, trained personnel and facilities to install specified items including at least three (3) years of successful installation of electrical work similar to that required on this project. Approval will not be given where the experience• record is one of unsatisfactory performance. 2.02 MANUFACTURED PRODUCTS A. Insure that materials and equipment furnished is of current production by manufacturer's regularly engaged in the manufacture of such items for which replacement parts should be available. Items not meeting this requirement but which otherwise meet technical specifications and merits of which can be established through reliable test reports or physical examination of representative samples will be considered. B. Provide products of a single manufacturer when more than one (1) unit of the: same manufacturer. C. Equipment Assemblies and Components: 1. All components of an assembled unit need not be products of the same manufacturer. 2. Manufacturers of equipment assemblies which include components made by others must assume complete. responsibility for the final assembled unit. 3. Components must be compatible with each other and with the total assembly for the intended service. 4. Constituent parts which are similar must be the product of a single manufacturer. 5. Moving parts of any element of equipment of the units normally requiring lubrication must have means provided for such lubrication and must be adequately lubricated at factory prior to delivery. L L L L I I I I L I LI L D. Identify all factory wiring on the equipment being furnished and on all wiring ' diagrams. I L I SECTION 16000 ' GENERAL ELECTRICAL PROVISIONS Page 9 of 22 [I E. Equipment and materials shall be new and shall bear the manufacturer's name, trade name and the UL label in every case where a standard has been established for the particular material. F. Equipment and materials of the same general type shall be of the same make throughout the work to provide uniform appearance, operation and maintenance. ' G. Dimensions: It shall be the responsibility of the Contractor to insure that items furnished fit the space available. He shall make necessary field measurements to ascertain space requirements, including those for connections, and shall furnish and install such sizes and shapes of equipment that the final installation shall suit the true intent and meaning of the drawings and specifications. H. Manufacturer's directions shall be followed completely in the delivery, storage, protection and installation of equipment and materials. Notify the Architect of any conflict between any requirement of the contract documents and the manufacturer's directions and obtain the Architect's written instruction before preceding with the work. Should the Contractor perform any work that does not comply with the manufacturer's directions or such written instructions from the Architect, he shall bear all costs arising in correcting the deficiencies. I. The Contractor shall provide and install all accessories, and incidental items to complete the work, ready to use and fully operational. 2.03 MATERIALS AND SUBSTITUTIONS A. Where materials, equipment, apparatus or other products are specified by manufacturer, brand name, or type or catalog number, such designation is to establish standards of desired quality and style and shall be the basis of the bid. Materials so specified shall be furnished under the contract unless changed by mutual agreement. Where two or more designations are listed, choice shall be optional with the Contractor. 1 I SECTION 16000 GENERAL ELECTRICAL PROVISIONS Page 10 of 22 B. It is the intent of these specifications to establish quality standards of installed materials and equipment. Hence, specific items are identified by manufacturer, trade name or catalog designation. C. Should the Contractor propose to furnish materials and equipment other than those specified, as permitted by the "or approved equal" clauses, he shall submit a written request for any or all substitutions to the Engineer. Such a request shall be an alternate to the original bid; shall be accompanied with complete descriptive (manufacturer, brand name, catalog number, etc.) and technical data for all items; and shall indicate any addition or deduction to contract price. D. Where such substitutions alter the design or space requirements indicated on the plans, the Contractor shall include all items of cost for the revised design and construction, including cost of all allied trades involved. E. Acceptance or rejections of the proposed substitutions shall be subject to approval by the Engineer. If requested by the Engineer, the Electrical Contractor shall submit for inspection samples of both the specified and the proposed substitute items. F. In all cases where substitutions are permitted, the Contractor shall bear any extra cost of evaluating the equality of the materials and equipment to be installed. 1. Furnish drawings showing all installation details, shop drawings, technical data and other pertinent information as required. 2. Approval by the Engineer of the equal equipment does not relieve the Contractor of the responsibility of furnishing and installing the equipment at no additional cost. 3. Furnish and install any other items required for •the satisfactory installation of the equal equipment at no additional cost. This includes, •but is not limited to, changes in branch circuits, circuit protective devices, conduits, wire, feeders, controls, panels, and correlation with other work, subject to the jurisdiction and approval of the Engineer. G. It is the responsibility of the Contractor to investigate any desired substitutions for specified equipment prior to submission of his bid. The contractor shall be responsible for any changes required in mechanical, electrical or structural systems resulting from equipment substitutions and shall bear all costs for those changes whether the substitute equipment is named for "equal" consideration or not. I I C I I I I I I I I I I I 1] I I I I I L I I I I I I I I I L LI SECTION 16000 GENERAL ELECTRICAL PROVISIONS Page 11 of 22 All changes shall be accomplished in a manner acceptable to the Owner, and at no additional cost to the Owner. 2.04 EQUIPMENT PROTECTION A. Store all materials and equipment to be installed in the work so as to insure the preservation of their quality, workability, and fitness for the work intended. Provide storage provisions for protection from the elements, rust and physical damage. Place stored materials on clean, hard surfaces above ground and keep covered at all times to insure protection from paint, plaster, dust, water and other construction debris or operations. Install heaters under the protective cover where the equipment may be damaged due to moisture and weather conditions. Keep conduit ends plugged or capped and all covers closed on boxes, panels, switches, fixtures, etc., until installation of each item. Store all plastic conduit or duct out of direct sunlight in shaded areas. Locate stored materials and equipment to facilitate prompt inspection. B. Protect during installation, all equipment, controls, controllers, circuit protective devices, etc., against entry of foreign matter on the inside and be vacuum clean both inside and outside before testing, operating and painting. C. Replace damaged equipment, as determined by the Engineer, in first class operating condition or return to source of supply for repair or replacement. D. Protect painted surfaces with removable heavy kraft paper, sheet vinyl or equal, installed at the factory and removed prior to final inspection. E. Repair damaged paint on equipment and materials. Finish with same quality of paint and workmanship as used by manufacturer so repaired areas are not obvious. 2.05 EQUIPMENT ACCESSORIES A. Furnish and install all equipment, accessories, connections and incidental items necessary to fully complete all work, ready for use, occupancy and operation by the Owner. s I SECT/ON 16000 GENERAL ELECTRICAL PROVISIONS , Page 12 of 22 B. Where equipment requiring different arrangement or connections from those ' shown is provided, install the equipment to operate properly and in harmony with the intent of the drawings and specifications. C. Support, plumb, rigid and true to line all work and equipment included. Study thoroughly all general, structural, electrical and mechanical drawings, shop drawings and catalog data to determine how equipment is to be supported, mounted or suspended and provide extra steel bolts, inserts, pipe stands, brackets and accessories for proper supports whether or not shown on the drawings. When directed, submit drawings showing. supports.. PART 3 -EXECUTION ' 3.01 WORK PERFORMANCE , A. Furnish and install a temporary electrical distribution system of adequate feeder sizes to prevent excessive voltage drop. Install all temporary work in a neat and safe manner. B. Arrange, phase and perform work to assure electrical service for other buildings ' and areas at all times. See General Methods of Procedure under GENERAL REQUIREMENTS. , C. Install and connect new work to existing work neatly and carefully. Repair or replace disturbed or damaged work to its prior condition as required by the , GENERAL REQUIREMENTS. D. Field coordinate with other trades in ample time to build all chases and openings, set all sleeves, inserts and concealed materials, and provide clearances that may be required to accommodate materials and equipment. Lay out electrical work so that in case of interference with other items the layout may be altered to suit conditions encountered. E. Cutting and Patching: ' 1. The Electrical Contractor shall be responsible for all required cutting, patching, etc., incidental to this work and shall make all required repairs thereafter to the satisfaction of the Engineer. Do not cut into any structural element, beam or column without the written approval of the Engineer. , 4 1 I I I I I I I I I I I I I [1 I SECTION 16000 GENERAL ELECTRICAL PROVISIONS Page 13 of 22 2. Cut, patch, repair and/or replace pavements, sidewalks, roads and curbs as required to permit the installation of the work and pay all expenses incurred for this work. 3. Pipes, conduits, cables, wires, wire ducts and similar equipment that pass through fire or smoke barriers shall be protected in accordance with NFPA 101. F. Wall and Floor Penetrations: When conduit, wireways, buss duct and other electrical raceways pass through fire partitions, fire walls, or walls and floors, install a firestop that provides an effective barrier against the spread of fire, smoke and gases. Firestop material must be packed tight and completely fill clearances between raceways and openings. Use firestop material conforming to the following: 1. All wall penetrations shall be caulked and sealed. 2. The Contractor shall furnish and install all necessary sleeves and chases for all work passing through and attaching to walls, floors, ceilings or the roof. 3. Provide UL listed, fire rated poke through devices for floor penetrations as required by the Standard Building Code, National Fire Code and Life Safety Code. 4. Provide UL approved fire rated chases and fire sealing as required to maintain fire rating for all penetrations in fire rated walls. 5. Firestopping material must maintain its dimension and integrity while preventing the passage of flame, smoke and gases, under conditions of installation and use when exposed to the ASTM El 19 time temperature curve for a time period equivalent to the rating of the assembly penetrated. Cotton waste must not ignite when placed in contact with non -fire side during the test. Firestopping material must be noncombustible as defined by ASTM E136 and, in addition for insulation materials, melt point must be a minimum of 1700° F for one -hour protection and 18500 F for two-hour protection. 6. Floor, exterior wall and roof seals must be watertight. Sleeve walls and floors which are cored for installation of conduit with steel tubing, grouted and the space between the conduit and sleeve filled as specified herein. Where conduits pierce the roof, refer to architectural specifications and drawings for details. 7. Extend tubing one (1 ) inch minimum above finished floor. [1 I SECTION 16000 GENERAL ELECTRICAL PROVISIONS Page 14 of 22 G. Do not use electrical hangers and other supports for other than electrical equipment and materials. Provide not less than a safety factor of five (5) and conform with any specific requirements as shown on the drawings or in the specifications. H. Do not deviate from the plans and specifications without the full knowledge and consent of the Engineer. Should, at any time during the progress of the work, a new or existing condition be found which makes desirable a modification of the requirements of any particular item, report such item promptly to the Engineer for his decision and instruction. Notify all other contractors of any deviations or special conditions. Resolve interferences between the work of the various contractors prior to installation. Remove, if necessary, work installed which is not in compliance with the plans and specifications as specified above, and properly reinstall without additional cost to the Owner. J. This Contractor shall furnish all necessary scaffolding, cranes, tackle, tools and appurtenances of all kinds, and all labor required for the safe and expeditious execution of his contract. 3.02 EQUIPMENT INSTALLATION AND EQUIPMENTS A. Installation: 1. "Provide" and "Install" as used on the drawings and in the specifications means furnish, install, connect, adjust and test except where otherwise. specified. ' 2. Install coordinated electrical systems, equipment and materials complete with auxiliaries and accessories installed. Remove, modify, relocate and reinstall the existing electrical equipment and materials as shown (refer to drawings). B. Equipment Location: As close as practical to locations shown on drawings. C. Working Spaces: Not less than specified in the National Electrical Code for all voltages specified. C I C I I' I I I I I I C H SECTION 16000 GENERAL ELECTRICAL PROVISIONS Page 15 of 22 Inaccessible Equipment: 1. Where the Engineer determines that the Contractor has installed equipment not conveniently accessible for operation and maintenance, remove and reinstall equipment as directed at no additional cost. 2. "Conveniently Accessible" is defined as being capable of being reached without the use of ladders or without climbing or crawling under or over obstacles such as motors, pumps, belt guards, transformers, piping and ductwork. Equipment and Materials: 1. Install new equipment and materials unless otherwise specified. 2. Insure that equipment and materials are designed to provide satisfactory operation and operating life for environmental conditions where being installed. NEC and other code requirements applied to the installation and other code requirements apply to the installation in areas requiring special protection such as explosion -proof, vapor -proof, water tight and weather-proof construction. EQUIPMENT IDENTIFICATION In addition to the requirements of the National Electrical Code, install identification sign which will clearly indicate information required for use and maintenance of items such as panelboards, cabinets, motor controllers (starters), safety switches, separately enclosed circuit breakers, individual breakers, and controllers in switchgear and motor control assemblies, control devices and other significant equipment. DRAWINGS AND SPECIFICATIONS The drawings and specifications indicate the requirements for the systems, equipment, materials, operation and quality. They are not to be construed to mean limitation of completion to the products of specific manufacturers. I SECTION 16000 GENERAL ELECTRICAL PROVISIONS Page 16 of 22 1 3.05 SYSTEM VOLTAGES A. Voltage ranges are defined as follows: 1. High Voltage: Above 600 volts ' 2. Low Voltage: 600 volts and lower 3.06 SUBMITTALS ' A. Obtain the Owner's, approval for all equipment and materials before ordering, ' authorizing production, purchasing or delivery to the job site. Delivery, storage or installation of equipment or material which has not had prior approval is not permitted at the job site. B. Include in all submittals adequate descriptive literature, catalog cuts, shop drawings and other data necessary for the Engineer to ascertain that the proposed equipment and materials comply with specification requirements. Catalog cuts submitted for approval must be legible and clearly identify equipment being submitted. C. Make submittals for individual systems and equipment assemblies which , consist of more than one item or component for the system or assembly as a whole. Partial submittals will not be considered for approval. - D. Submit within fifteen (15) days after the awarding of the Contract, three (3) complete - List of Manufacturers - of all equipment and materials proposed. After the list of all equipment and materials has been reviewed by the Engineer, submit within thirty (30) days thereafter six (6) complete brochures -of shop drawings and descriptive data of all material and equipment. ' E. The submittals must include thefl following: 1. Information which confirms compliance with contract requirements.' Include the manufacturer's name, model or catalog numbers, catalog information, technical data sheets,shop drawings, pictures, nameplate data and test reports as required. 2. Elementary and interconnection wiring diagrams for communication and signal systems, control system and equipment assemblies. All terminal points and wiring must be identified on wiring diagrams. I SECTION 16000 GENERAL ELECTRICAL PROVISIONS Page 17 of 22 I ' 3. Parts list which must include those replacement parts recommended by the equipment manufacturer. 4. Approvals will be based on complete submission only. F. Furnish shop drawings for the work involved in sufficient time so that no delay or changes will be caused. Thermofax copies are not acceptable - only permanent type prints are allowed. G. Verify that shop drawings comply in all respects with the item originally ' specified. It is the Contractor's responsibility to procure the proper sizes, quantities, rearrangements, structural modifications or other modifications in order for the substituted item to comply with the established requirements. I I I I LI I I H. Any shop drawings prepared to illustrate how equipment, conduit, fixtures, etc., can be fitted into available spaces will be examined under the assumption that the Contractor has verified all the conditions. Obtaining approval thereon does not relieve the Contractor of responsibility in the event the material cannot be installed as shown on the drawings. The following procedure shall be observed when shop drawings are requested. The Contractor shall submit six (6) prints of shop drawings to the Engineer for comment or correction, after which the Contractor shall submit four (4) sets of corrected shop drawings prints to Engineer for final approval. This same procedure shall be observed if subsequent shop drawing revisions are made. J. Submit working scale drawings of apparatus and equipment which in any way varies from these specifications and plans, to be reviewed by the Engineer before the work is started. Correct interferences with the structural conditions before the work proceeds. K. Submit all shop drawings at the same time in a looseleaf binder with double index as follows: 1. List the products alphabetically by name. 2. List the name and manufacturers whose products have been incorporated in the work alphabetically together with their addresses and the name and addresses of the local sales representative. I SECTION 16000 GENERAL ELECTRICAL PROVISIONS Page 18 of 22 3.07 TESTS AND DEMONSTRATION A. The Electrical Contractor shall test all wiring and connections for continuity and grounds before equipment is installed. When directed by the Engineer, he shall perform tests to demonstrate the insulation resistance of any selected circuit or group of circuits. B. This Contractor shall test all feeder cables after installation and before, energizing by use of an approved DC voltage megger. The test shall be performed in thepresenceof the Electrical Project Manager as designated by Owner. A written record shall be provided. Before energizing the system, this Contractor shall check all connections and set all relays and instruments for proper operation. He shall obtain necessary clearances, approvals and' instructions from the serving utility company. Test procedures, conduct of test, and documentation of test results shall be in accordance with ,the Engineers specific instructions. C. As equipment and materials are being installed and connected, test the installation for the following: 1. Short circuits and ground faults 2. Insulation resistance at 500 volts DC 3. Grounding continuity D. After tests are completed and necessary corrections are made, put each system into operation and demonstrate its performance to the satisfaction of the Owner's authorized representative. E. Provide written documentation of tests and performance as requested by the Owner's authorized representative. , F. Furnish all water, fuel, electricity, instruments, test equipment and personnel that are required for the particular test. Certify that equipment and gauges are in good working order. Remove equipment subject to damage during test from:: line before test is applied. G. After installation is complete the Contractor shall conduct operating test of all electrical systems for approval by the Architect. Test shall include verification of direction of rotation for all motors. The equipment shall be demonstrated to operate in accordance with the requirements of the plans and specifications. The test shall be performed in the presence of the Architect or Engineer. I SECTION 16000 GENERA L EL EC TRICA L PROVISIONS Page 19 of 22 I ' 3.08 COMPLETION AND ACCEPTANCE A. Upon completion of the work and before final acceptance, perform the duties ' and provide the documents as follows in accordance with the General Conditions, Supplementary Conditions and Division 1 of Contract. ' B. Remove all rubbish, tools and surplus materials accumulated during the execution of the work in this Division. ' C. Touch up any equipment or finishes damaged during delivery or installation from the work in this Division. ' D. Provide a written one-year guarantee of materials and work except for items that are specified to have a longer warranty. Items that have a published or normal life expectancy of less than one year, such as incandescent lamps are to be covered by the manufacturer's guarantee. E. Provide systems and equipment installation, operating and maintenance instructions and catalog data for transmittal to the Owner. Place the data in a looseleaf binder which contains an index of the products listed alphabetically by name and a separate index listing the manufacturers alphabetically by name ' and including the manufacturer's address and the name and address of their local representative. ' F. Instruct the Owner's representative in the proper operation and maintenance of the systems and their elements as required or directed to familiarize the Owner in the operation and maintenance of the systems. ' 3.O9 RECORD DRAWINGS A. The Contractor shall keep a neat and accurate record of field changes made ' during construction. Changes shall be penciled in on a separate set of drawings used only for recording changes. At completion of the project the Contractor shall deliver this set to the Architect for preparation of record drawings. I I SECTION 16000 GENERAL ELECTRICAL PROVISIONS Page 20 of 22 3.10 DEMOLITION A. There are areas within the project site in which demolition will have to be performed due to the construction requirements. The demolition work involved is not fully described herein; however, the information given on the architectural and electrical drawings and the information set out in the Specifications substantially serve to inform the Electrical Contractor as to the full extent of the demolition required. it is the intent of this specification that all required demolition work be fully and completely performed and all work be accomplished in a neat and workmanlike manner. B. Floor plansshow the walls and partitions that are to be added or removed as part of the remodeling work. Study these sheets, along with the architectural, structural, electrical and mechanical drawings for the complete scope of work, to accomplish the demolition and remodeling portion of the project. C. Visit the site and examine the areas where demolition and remodeling work is to be done. Verify with the Owner's representative, the Engineer, the drawings and examination of the existing building, the extent of the demolition work that is now concealed in walls, above ceilings and below floors. Failure to do so will not constitute a valid reason for being compensated for required demolition work that is now concealed. 3.11 EXCAVATION AND TRENCHING A. Excavate to the depths indicated on the drawings or as required to provide adequate burial depth. Excavated materials not required or suitable for backfill or fill shall be removed from the site. Do such grading as is necessary to prevent surface water from flowing into trenches or other excavations. Water, accumulating therein shall be removed by pumping or by other method. Sheeting and shoring shall be installed as may be necessary for protection of the work and for safety of personnel. Excavation shall be by open cut except that short sections of a trench may be tunneled if the pipe can be safely and properly installed and backfill can be properly tamped in such tunnel sections.: I I I I H I I C I I I I I I I I] I I I I I I I I I I [1 I SECTION 16000 GENERAL ELECTRICAL PROVISIONS Page 21 of 22 B. Trench Excavation: Grade bottom of trenches to provide uniform bearing and support for each section of pipe on undisturbed soil. Where rock is encountered excavate to a minimum overdepth of 4 inches below trench depths indicated on the drawings or specified. Overdepth in rock excavation and unauthorized overdepths shall be backfilled. Whenever wet or otherwise unstable soil incapable of properly supporting the pipe in encountered, such soil shall be removed and the trench backfilled to proper grade as hereinafter specified. C. Trenches shall not be backfilled until tests have been performed, wires have been pulled and the systems as installed conform to requirements of the drawings and specifications. D. Backfill trenches with excavated materials consisting of earth, sandy clay, sand, gravel, soft shale or other approved materials, free from clods of earth or stones 2 1/2 -inch maximum dimension, deposited in 6 -inch layers and compacted to 95% Standard Proctor Compaction Test of the maximum laboratory density determined in accordance with ASTM 0698, Moisture - Density Relation of Soils. Test for maximum density will be made without expense to the Contractor. If fills fail to met the specified densities, the Contractor shall remove and recompact the fill until specified densities are achieved. Compaction test shall be performed for each fifty (50) linear feet of trench. 3.12 SALVAGE A. All items of usable equipment remain the property of the Owner. Store all such items of equipment which are to be removed and which are not to be reused on the premises as directed by the Owner. B. Usable items, as determined by the Owner, include existing electrical equipment, fixtures and other equipment so designated. Remove all unused items from the premises. 3.13 ASBESTOS DISCOVERY A. If the execution of this work requires the disturbing of any substance which appears to be asbestos or which may contain asbestos fibers, notify the Owner before continuing work at the suspect location. GENERAL ELECTRICAL PROVISIONS Page 22 of 22 Any materials testing positive will be removed by the Owner before work continues. 3.14 FINALLY A. It is the intention that this specifications shall provide a complete installation. All accessories and apparatus necessary for complete operational systems shall be included. The omission of specific reference to any part of the work necessary for such complete installation shall not be interpreted as relieving this Contractor from furnishing and installing such parts. s PART 4 - PAYMENT A. Payment for work in this section shall be included as part of the applicable lump sum Bid Item No. 17. 1 ***END SECTION 16000*** J SECTION 16109 ' IDENTIF/CATION Page 1 of 2 I ' PART 1 - GENERAL 1.01 WORK INCLUDED ' A. Provide and install identification markers. ' 1.02 RELATED WORK A. Section 16111: Conduit ' B. Section 16134: Outlet and Pull Boxes C. Section 16120: Wires and Cables ' D. Section 16160: Panelboards E. Section 16170: Motor and Circuit Disconnects PART 2 -PRODUCTS 2.01 MATERIALS ' A. Provide nameplates of laminated phenolic plastic with engraved letters 3/16 - inch high at pushbutton stations, thermal overload switches, receptacles, wall ' switches and similar devices where the nameplate is attached to the device plate. At all other locations, make lettering 1/4 -inch high, unless otherwise detailed on the drawings. Securely fasten nameplate to the equipment with No. ' 4 Phillips, roundhead, cadmium plated, steel self -tapping screws or nickel plated brass bolts. Motor nameplates may be non-ferrous metal not less than 0.03 - inch thick, die stamped. B. Pre -marked, self-adhesive, wrap around type markers, manufacturers: Brady, T&B, E -Z Code. I I SECTION 16109 IDENTIFICATION Page 2 of 2 PART 3 - EXECUTION 3.01 INSTALLATION I C C A. General: Equip the following items with nameplates. 1. All motors, motor starters, motor control center, pushbutton stations, control panels, time switches. 2. Disconnect switches, fused or unfused switchboards and panelboards, circuit breakers, contactors or relays in separate enclosure. 3. Wall switches controlling outlets for lighting fixtures or equipment where the outlets are not located within sight of the controlling switch. 4. Special electrical systems at junction and pull boxes terminal cabinets and equipment racks. B. Upon job completion the Contractor shall obtain Owner's approval for all nameplate inscriptions prior to fabrication and installation. Include on nameplates for panelboards and switchboards the panel designation, voltage and phase of the supply. The name of the machine or the motor nameplates for a particular machine must be the same as the one used on all motor starter, disconnect and pushbutton station nameplates for that machine, unless specifically directed otherwise by the Owner. C. The Contractor shall provide typed panel schedules for all electrical panels. Schedules shall reflect actual wiring incorporating all field changes. D. Label all junction boxes with a black permanent marker indicating circuit number and distribution panel or motor control center feeling the circuits contained therein. 1 PART 4 -PAYMENT A. Payment for work in this section shall be included as part of the lump sum Bid Item No. 17. ***END SECTION 16109*** C SECT/ON 16111 CONDUIT Page 1 of 5 PART 1 - GENERAL 1.01 WORK INCLUDED A. Conduit and couplings. B. Flexible conduit. 1.02 RELATED WORK A. Section 16109: Identification 1.03 APPROVED MANUFACTURERS A. Republic, Wheatland, Allied, Triangle or approved equal. PART 2 - PRODUCTS 2.01 MATERIALS A. Unless otherwise noted, all conduit shall be hot -dipped, galvanized rigid steel. B. Minimum size conduit shall be 3/4 -inch. Other sizes shall be as indicated on the plans, or required by the NE Code for number and size of conductors installed. C. Flexible Conduit: Aluminum or steel armor, plastic jacketed type with liquid - tight connectors. D. Transitions between nonmetallic conduits and conduits of other materials shall be made with the manufacturer's standard adapters designed for such purpose. E. For underground and exterior concealed conduit, use rigid threaded galvanized steel unless noted otherwise. I SECTION 16111 CONDUIT Page2of5 F. Make connections to motors and equipment with PVC jacketed flexible conduit and liquid -tight connectors. Minimum size 1/2 -inch for motor connections. Use 3/8 -inch Greenfield flexible conduit only for fixture wiring. Provide sufficient length of flexible conduit to avoid transmission of vibration. G. Do not use PVC conduit unless specifically called for on the plans or required by other Sections of these Specifications. y H. Wireways 1. Where indicated on the plans, approved metal wireways shall be furnished and installed complete with the necessary complement of fittings, connectors and accessory parts. Wireways shall be of the "lay - in" type with screw covers for full channel access. Wireways cross- sectional dimensions shall be as noted on the plans. All sheet metal parts shall be coated with a rust inhibitor. All hardware shall be plated to prevent corrosion. 2. Wireways shall be securely supported by approved methods at 5 -foot intervals. Number of conductors per wireway shall conform to the latest NE Code requirements. PART 3 - EXECUTION 3.01 INSTALLATION A. All wiring systems shall be installed in raceways consisting of galvanized steel tubing, rigid galvanized steel, flexible steel conduit, neoprene covered flexible steel conduit, or aluminum conduit. B. Water tight junction boxes, fittings, expansion joints, compression fittings (for use with all electrical tubing), conduit hubs, etc.,. shall be provided, for all electrical systems wherever construction dictates including, but not limited to, outdoor locations. C. Flexible conduit used in outdoor locations or indoor locations where exposed to continuous or intermittent moisture shall be liquid tight, neoprene covered and UL listed. All fittings for such applications shall be liquid tight, nylon insulated throat type as manufactured by Thomas and Bretts, Series 5331, or approved equal. I C I I I I I I I C I I I H I I I SECTION 16111 ' CONDUIT Page 3of5 ' D. Sufficient slack shall be provided in all flexible conduit connections to reduce the effects of vibration. ' E. Insulated bushings shall be used where conduit is installed in any enclosure or junction box. In addition, insulated bushings shall be used on all conduit 1/4 - inch and larger. F. All conduit bends shall have a radius greater than or equal to that stipulated by the NEC. I I I I I I I G. All conduit joints shall be cut square, threaded, reamed smooth and drawn up tight. Bends or offsets shall be made with standard conduit ells, field bends made with an approved bender or hickey, or hub -type conduit fittings. Number of bends per run shall conform to NE Code limitations. Concealed conduits shall be run in a direct line with long sweep bends and offsets. Exposed conduits shall be run parallel to and at right angles to building lines. Conduits shall be continuous from outlet to outlet and from outlets to cabinets, pull or junction boxes, and shall be secured to all boxes with locknuts and bushings in such a manner that each system shall be electrically continuous throughout. Conduit ends shall be capped to prevent entrance of foreign materials during construction. Conduit terminals at cabinets and boxes shall be rigidly secured with locknuts and bushings required by the NE Code and local electrical codes. H. Install conduit concealed in all areas excluding mechanical, electrical and elevator rooms, connections to motors, connections to surface cabinets and conduit to fixtures in rooms without ceilings. ' I. For exposed runs, attached surface mounted conduit with clamps. ' J. Coordinate installation of conduit in masonry work. I I K. Do NOT install conduit in concrete slabs. L. Install conduit free from dents and bruises. Plug ends to prevent entry of dirt or moisture. H LJ SECTION 16111 CONDUIT Page4of5 M. All conduit systems shall be installed complete and shall be cleaned out before installation of conductors. N. Alter conduit routing to avoid structural obstructions, minimizing crossovers.: O. Provide sealing conduit fittings where conduits penetrate walls separating areas operating at different temperatures. Install a removable foam sealant to prevent air movement in conduit after final test of systems. I I I I I P. Provide flashing and pitch pockets making watertight joints where conduits pass through roof or waterproofing membranes. Q. Install UL approved expansion fittings complete with grounding jumpers where conduits cross building expansion joints (review architectural and structural drawings and coordinate with General Contractor to determine expansion joint locations). Provide bends or offsets in conduit adjacent to building expansion joints where conduit is installed above suspended ceilings. R. Route all exposed conduits parallel or perpendicular to building lines. RunS , concealed conduits in a direct line. S. Allow minimum of 6 -inch clearance at flues, steam pipes and heat sources. Allow 12 -inch clearance at telephone conduits. Where possible, install horizontal raceway runs above water and steam piping. T. Make bends of offsets with standard conduit ells, field bends with approved bender or hickey or hub type fittings. U. Punch holes required in cabinets with a Greenlee tool. V. Securely support conduits from the structure using approved type clamps, ' hangers and assemblies. Space supports according to manufacturer's recommendations and accepted practice. Do not support conduits from ceiling suspension system. In no case exceed spacing per NEC maximum. W. Keep all conduits dry and free of water or debris with approved plugs or caps. I SECTION 16111 CONDUIT Page 5 of 5 X. Leave a No. 12 copper wire in all empty conduits. Terminate empty conduit stubouts with insulated throat connector or plastic bushing. Y. Install properly sized grounding conductor in all conduit. Z. Do not install conduit in metal deck corrugations or within 12 inches of roof deck without approval of Owner. Support conduits on metal hangers suspended from structure. PART 4- PAYMENT A. Payment for work in this section shall be included as part of the lump sum Bid Item No. 17. ***END SECTION 16111*** SECTION 16120 ' WIRES AND CABLES Page 1 of 4 I ' PART 1 - GENERAL 1.01 WORK INCLUDED A. Wire and Cables 1.02 RELATED WORK A. Section 16109: Identification ' PART 2 - PRODUCTS 2.01 APPROVED MANUFACTURERS ' A. Conductors - Triangle, Anaconda, Rome, Phelps Dodge, Southwire, Belden or approved equal. 2.02 MATERIALS A. Wire and cable shall be new, shall have size, grade of insulation, voltage and ' manufacturer name permanently marked on outer covering at regular intervals. B. Wire shall be color coded with a separate color for each phase and neutral and ' the color code shall be consistent throughout installation. C. Building Wiring: 98% conductivity, soft drawn conforming to requirements of I. the NEC and relevant ASTM specifications, copper, 600 volt insulation, dual rated THHN-THWN. (No aluminum conductors shall be allowed in the work.) '• D. Branch Circuit Wiring: 1. Conductors smaller than No. 12 AWG gauge not permitted, unless specifically noted. All conductors shall be stranded construction. 2. Conductors shall be in conduit with the conduit fill as per the NEC. 1 1 U • SECTION 16120 WIRES AND CABLES Page 2 of 4 L I I] E. Fire Alarm System Wiring: THHN type insulation for fire alarm system conductors; UL listed plenum -rated cable for conductors not in conduit. , F. Control Wiring: Type MTW, stranded construction, terminated in spade or ring lugs. G. Exterior Wiring: Bare stranded for ground, THWN-THHN for all other. H. Conductors shall be spliced by approved methods and only in approved junction boxes and not in conduit. I. Use pre -insulated pressure connectors such as Scotchlock on conductors No. 10 and smaller. Use approved high-pressure crimp sleeve connectors on No. 8 and larger conductors. J. Make ground and feeder conductor lug connections using high pressure crimp lugs such as Anderson, T & B, Burndy. Make underground ground connections using cast thermal process such as Cadweld. PART 3- EXECUTION 3.01 INSTALLATION A. B. C. D. E. F. Make conductor length for parallel feeders identical. Lace or clip groups of conductors at panelboards, pull boxes and wireways. Provide copper grounding conductors and straps. Install wire and cable in code conforming raceway. Use wire pulling lubricant for pulling No. 4 AWG and larger wire. Do not use pulling lubricant for isolation panel secondary circuits. Install wire in conduit runs after concrete and masonry work is complete and after moisture is swabbed from conduits. I I I I I I C I I I H 11 I I I I I [1 I I I SECTION 16120 WIRES AND CABLES Page 3 of 4 G. Splice only in accessible junction or outlet boxes. Install splices and taps which have mechanical strength and insulation rating equivalent -or -better than conductor and are compatible with conductor material. H. Color coding shall be by wire color for #10 and smaller, and by colored tape for larger conductors. Panel phasing shall be ABC for the entire system. Approved colors are: 480V Phase A Brown Phase B Orange Phase C Yellow Neutral Gray or White with Yellow tracing 208V Phase A Black 240V Phase B Red Phase C Blue Neutral White ' Ground Green I I I Li I I Or as required by local codes. All conductors shall be manufactured by an approved American manufacturer. Install isolation circuits in accordance with NFPA 99 in rigid steel conduits. Run separate green #10 THHN grounding conductor in rigid steel conduit to all outlets, lights, variable intensity controllers and fixed equipment. J. Run isolation secondary circuits direct from source to outlet without using splices, taps, splitters or junctions. K. All circuits are 2 - #12, 1 - #12 ground, unless noted otherwise. Use #10 AWG conductors on 20 amp branch circuits which exceed 50 feet to the first outlet. L. Install home runs as indicated on the drawings. Circuits may be grouped into 3 -phase home runs but in no case are more than 5 conductors allowed in a home run unless specifically noted. I SECTION 16120 ' WIRES AND CABLES. Page 4 of 4 3.02 MARKING A. Identify circuits using wire markers at the following locations: 1. All power and lighting branch circuits and feeders at pull boxes, fixtures, outlets, motors, etc., indicating panel and circuit number at which each circuit or feeder originates. 2. All branch circuits in the panelboard gutters indicating corresponding branch circuit numbers. 3. All signal and control wires at all termination points such as cabinets, terminal boxes, equipment racks, control panels, consoles, etc. Install in ' accordance with approved schedules prepared by the equipment manufacturer or by the Contractor. 4. Both ends of all pull wires with,tag reading "PULL WIRE" and numbered to refer to the same pull wire. PART 4 - PAYMENT ' A. Payment for work in this section shall be included as part of the lump sum Bid Item No. 17. C1 I I I I I ***END SECTION 16120*** ' I 1 1 1 1 SECTION 16134 OUTLET PULL BOXES Page 1 of 3 PART 1 - GENERAL 1.01 WORK INCLUDED A. Outlet boxes B. Pull and junction boxes 1.02 RELATED WORK A. Section 16109: Identification PART 2 - PRODUCTS 2.01 MATERIALS A. Boxes: Hot dip galvanized, 1.25 oz/sq. ft. or cadmium plated, conforming to UL requirements. B. Interior Boxes: Pressed sheet steel, blanked for conduit, provide attached lugs for locating. C. Exterior Boxes: Corrosion -resistant cast, deep type, with face plate gasket and corrosion -resistant fasteners. D. For Ceiling: 4 -inch square boxes for receiving three or less 3/4 -inch conduits. I SECT/ON 16134 OUTLET PULL BOXES Page 2 of 3 E. For Flush Mounting in Walls: Boxes with matching plaster cover for single or two gang outlets. For larger boxes, use solid type or special units. In masonry, use deep boxes. F. Surface Mounted: 4 -inch square. ' G. Pull Boxes and Junction Boxes: Metal construction, conforming to National Electrical Code (NEC), with screw -on or hinged cover. H. Flush Mounted Pull Boxes: Provide overlapping covers with flush head cover retaining screws, prime coated. I. All outlet or junction/pull boxes shall be of a proper size for the use and shall be of the type approved for the location. PART 3 -EXECUTION 3.01 INSTALLATION A. Mount outlet boxes flush in areas other than mechanical rooms, electrical rooms, above removable ceilings, and on exposed structure in rooms without ' ceilings. B. Adjust position of outlets in finished masonry walls to suit masonry course I lines. C. Do not install boxes back-to-back in same wall, allow 6 -inch minimum ' horizontal spacing between boxes. Coordinate cutting of masonry walls to achieve neat openings for boxes. Use rotary cutting equipment to cut masonry work to installation of electrical fittings. D. Locate boxes in masonry walls so that only a corner need be cut from masonry units. E. Do not use sectional or handy boxes unless specifically requested. F. For boxes mounted in exterior walls, make sure that there is insulation behind outlet boxes to prevent condensation in boxes. I H I I I SECTION 16134 OUTLET. PULL BOXES Page 3 of 3 G. For outlets mounted above counters, benches and splashbacks, coordinate location and mounting heights with built-in units. Adjust outlet mounting height to agree with required location for equipment served. ' H. Securely mount each outlet box to metal studs with outlet box mounting supports. If a bar or strap is used, secure to at least two metal studs. ' I. Do not install more than three 3/4 -inch conduits into one 4 -inch outlet box. Do not use more than one extension ring on a box. I I I I J. For heights of outlets above the finished floor in permanent partitions, use the following unless otherwise noted: Convenience Receptacles 16 Brackets As Switches 48 Telephone Outlets 16 Other Outlets As Over Counters 6 i inches, or as directed directed inches, or as directed inches, or as directed directed or indicated iches above countertop I K. Locate pull boxes and junction boxes above removable ceiling or in electrical rooms, utility rooms or storage areas. I L. Install pull boxes of the proper size and depth to accommodate the required conduit and wires. ' PART 4- PAYMENT I A. I II I Payment for work in this section shall be included as part of the lump sum Bid Item No. 17. ***END SECTION 16134*** SECTION 16180 ' OVERCURRENT PROTECTIVE DEVICES Page 1 of 3 PART 1 - GENERAL 1.01 WORK INCLUDED A. Fuses B. Molded -Case Circuit Breakers ' 1.02 RELATED WORK A. Section 16160: Panelboards B. Section 16170: Motor and Circuit Disconnects PART 2 - PRODUCTS • 2.01 ACCEPTABLE MANUFACTURERS IA. Fuses: Bussman, Littlefuse, Brush, Gould Shawmut B. Breakers and Relays: Square D, General Electric, Cutler Hammer, Westinghouse 2.02 CIRCUIT BREAKERS A. General: 1. Except as otherwise indicated, provide circuit breakers and ancillary ' components of types, sizes, ratings and electrical characteristics indicated, which comply with manufacturer's standard design, materials, components and construction in accordance with published product ' information and as required for a complete installation, B. Molded -Case Circuit Breakers: 1. Provide factory assembled molded -case circuit breakers of frame assembled molded -case circuit breakers of frame size, voltage and interrupting ratings as indicated on the drawings. i SECTION 16180 OVERCURRENT PROTECTIVE DEVICES Page 2o13 Provide breakers with permanent thermal and instantaneous magnetic trips in each pole and ampere ratings and indicated. Construct with overcenter, trip - free, toggle type operating mechanisms with quick -make, quick -break action and positive handle indication. Construct breakers for mounting and operating in any physical position and operating in an ambient temperature of 40 degrees C. Provide breakers with mechanical screw type removable connector lugs,' AL/CU rated. ' 2.03 FUSES , A. General: 1. Except as otherwise indicated, provided fuses of types, sizes, ratings and average time -current and peak let through current characteristics indicated, which comply with manufacturer's standard design, materials and construction in accordance with published product information and with industry standards and configurations. B. Class RK1, RK5: 1. Provide UL Class RK1 rated 200,000 RMS symmetrical interrupting current for protecting motors and equipment, equal to Buss LPN-RK or LPS-RK. 2. Fuses for over 601 amp shall be Class L Type, KRPC fuse. C. Cartridge fuses shall be rated 600 volts one (1) time of ampere ratings noted. , Fuses shall be manufactured by an approved manufacturer. Fuses shall be plainly marked (either by printing on fuse barrels or by labels. attached to the barrels) showing name or trademark of manufacturer, voltage rating, ampere rating, interrupting rating (where other than 10,000 amps), and the leg -end "current limiting", where applicable. On fuses used for supplementary protection, however, interrupting ratings need not be so marked. Fuseholders shall be so designed that it will be difficult to put a fuse on any. , given class into a fuseholder which is designed for a lower current or higher voltage than that of the class to which it belongs. Where current -limiting fuses: are specified, fuseholders shall not permit insertion of fuses which are not current -limiting. I L_ I I I SECTION 16180 OVERCURRENT PROTECTIVE DEVICES Page 3 of 3 PART 3 - EXECUTION 3.01 INSTALLATION OF OVERCURRENT PROTECTIVE DEVICES IA. Install overcurrent protective devices as indicated in accordance with the manufacturer's written instructions and with recognized industry practices to insure that protective devices comply with requirements. Comply with NEC and NEMA standards for installation of overcurrent protective devices. B. Coordinate with other work, including electrical wiring work as necessary to interface installation of overcurrent protective devices with other work. C. Fasten circuit breakers without mechanical stresses, twisting or misalignment ' being exerted by clamps, supports or cabling. 3.02 FIELD QUALITY CONTROL IA. Prior to energization of overcurrent protective devices, test devices for continually of circuitry and for short circuits. Correct manufacturing units and then demonstrate compliance with requirements. PART 4 -PAYMENT ' A. Payment for work in this section shall be included as part of the lump sum Bid Item No. 17. [H C I***END SECTION 16180*** I 1 1 i I I SECTION 16450 GROUNDING Page 1 of 3 PART 1 - GENERAL 1.01 WORK INCLUDED A. Power system grounding B. Communication system grounding 1.02 RELATED WORK A. Section 16111: Conduit B. Section 16120: Wire and Cables 1.03 REGULATORY REQUIREMENTS A. Install complete grounding system for the building(s) and all electrical equipment in accordance with National Electrical Code. PART 2 - PRODUCTS 2.01 GROUNDING A. Provide copper grounding conductors for grounding connections sized according to NEC. PART 3- EXECUTION 3.01 POWER SYSTEM GROUNDING A. Circuit Grounding: 1. Install grounding bushings, grounding studs and grounding jumpers at distribution centers and panelboards. Install NEC sized ground conductor, #12 AWG minimum, in all branch circuit and equipment conduits. H SECTION 16450 GROUNDING Page 2 of 3 B. Bonding Jumpers: 1. Provide green insulated wire, size correlated with over -current device protecting the wire, attach to grounding bushings on conduit, to lugs on boxes and other enclosures. Connect to neutral only at service neutral bar, make separate lug. C. Bonding Wires: 1. Install bonding wire in flexible conduit connected at each end to a grounding bushing. I I I C C D. No strap type grounding clamps shall be used. All connections shall be made ' only after surfaces have been cleaned or ground to exposed metal. E. Metal raceways, metal enclosures of electrical devices, switchgear enclosures, transformer frames, and other equipment shall be completely grounded in an approved manner prescribed by the NE code. All necessary conduit, conductors, clamps, connectors, etc. for the grounding system shall be furnished, installed and connected by the Electrical Contractor. F. Furnish and install a No. 4/0 Type "THWN" conductor in a 1/2 -inch (minimum) rigid galvanized conduit from the neutral bus in each main switch to a 1 -inch or larger metal cold water service pipe. Provide bond jumper at water meter. The water -pipe connection shall consist of an approved ground fitting that bonds both conduit and conductor to the pipe. Furnish and install an approved type bonding jumper secured by approved ground clamps around the water meter. . G. Ground Rods: (If an approved metal cold water pipe does not exist.) 1. Grounding shall be accomplished by means of a driven ground rod 5/8 - inch in diameter and 10 feet long, with a clamp at the top and a #6 bare stranded copper conductor. extending to the ground buss in the main switch. One (1) each for each main. I C C C CI I 1 SECTION 16450 GROUNDING ' Page 3 of 3 H. Bonding Methods: 1. All conduit runs are to have a properly sized insulated grounding conductor. PART 4 - PAYMENT ' A. 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LO^ �n O^r m mH t•w'^.La'^� Q' L^d^'d"'^"6.r. .C^.d-a .u•N ^maLP.^EEEa rr6^ �. 0r 0Cv Pb•nOC f°.Li ^ vm^ O a 5 6.a'� Nd"'6W Tm V ma N'Cl"L0 d �` L Eb fU±p p.HO W Y d a J n% d a m A .C E V V O• > m n 4 w q m w 6 J m F Y V Y— J ° V d 6 0 Q I r I Z •T 0 O E W ° E q C. a E H m 0 m o u m c u m O q L O J d •Mm U0 L.+ L.d •4O° CD SIC C •J ..� w .N O •a O H— ..a u •.Li W .+ Z 0O P u JW JWuw J..4 Cmq - d.ti W m m m P P q C T m 0 . 00 C G .+ U H C J G d W d W a0 •+ W •M L u d m •N m n] anCI d m q � . F^ • H F C•.°+ L W m m L W m ... N •W q q m m H Li •a r - C 0 £000 F O L F L q L W d 000 d 0 •-r U u C U u O m U q O W W q y L U 0 F m m .c0 w u L F H c 6 Z Iwo° q "' u m 7 W 3 q L 3 uN U = v v .-°i S 0 a m 0 0 0 L .r C° N .w O t1 m q F <C4 • U • C7 m O F u W m d — r. Q d NCfl/� M m m ^ Y d 0 <'- 0 14 00 Z M L W N$ U ." .- L U .0 C O d L C u m O C U u 0 O' L u m •M 0 0 O v m E O v L q L O'- —w O '-. m m %. 0 00 m H L •N d •. •w a T••+ •.r ' m 0 H d •- Y N U Y Y N U L m u N W 0 0 O N m at H to •+F Cm p.N ..+ 0.h V Ern u W 0.h U C) W^ CO V m CC O a0 O O r0 m O •O m L O r0 K L W E ••� L O • C W ° .r O W W C W L u .r C q L N 40000 b J m•1C a0 J L O. a0 m ••+ Y (h O -N W W u u (NC.. N C U ('4.0 N W 00 m y en m i s .Cv E %� u u m-. u.O w en tot II RESOLUTION NO. 103-96 A RESOLUTION AWARDING BID NO. 96-51, IN THE AMOUNT OF $144,580, TO SOUTHERN COMPANY TO PROVIDE FOR THE REMOVAL OF FUEL AT THE HAPPY HOLLOW AND CHURCH STREET FUELING FACILITIES, FOR PHASE I FUELING IMPROVEMENTS. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1. The City Council hereby awards Bid No. 96-51, in the amount of $144,580 to South Company, to provide for the removing of fuel at the Happy Hollow and Church fueling facilities, for Phase I Fueling Improvements. A copy of the bid tabulation is attached hereto marked Exhibit "A" and made a part hereof. PASSED AND APPROVED this 1st day of October , 1996. APPROVED: ( 4 { 1 / n 1 I ( }" By:'1 t / ; t' Fr&1 Hanna, Mayor By: Traci Paul, City Clerk