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Home My WebLink AboutResolution - 2002-R0137 - Contract For Pump Station Gallery Improvements - Brown-Mckee, Inc. - 04_11_2002Resolution No. 2002-RO137 April 11, 2002 Item No. 35 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to execute for and on behalf of the City of Lubbock, a Contract for the Pump Station #4 gallery improvements, by and between the City of Lubbock and Brown - McKee, Inc. of Lubbock, Texas, and related documents. Said Contract is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council this IIth day of April , 2002. ATTEST: Rebecca Garza, City Secretary APPROVED AS TO CONTENT: V( -KOmA&, Victor Kilman, rurchasing Manager APPROVED AS TO FORM: William de Haas Contract Manager/Attorney gs/ccdocs/Contract-Pump Station #4.res April 1, 2002 9esa/✓E:a� /i/o. oZoo� - �0%j7 CITY OF LUBBOCK SPECIFICATIONS FOR PUMP STATION #4 PIPE GALLERY IMPROVEMENTS ITB #047-02113M "A City Of Planned Progress" CITY OF LUBBOCK Lubbock, Texas ITS #047-02/BM, Addendum # 1 City of Lubbock PURCHASING DEPARTMENT ROOM L04, MUNICIPAL BUILDING 1625 13TM STREET LUBBOCK, TEXAS 79401 PH: (806) 775-2167 FAX: (806) 775-2164 http://purc-hasing.ci.lubbock.tx.us MAILED TO VENDOR: CLOSE DATE: ADDENDUM # 9 ITB # 047-02/BM Pump Station #4, Pipe Gallery Improvements March 21, 2002 March 26, 2002 @ 2:00 P.M. The following items take precedence over specifications for the above named Invitation to Bid (ITB). Where any item called for in the ITB documents is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. 1. Extend south wall on the new pipe gallery extension to the east 1-foot. See attached drawing Sheet A-C3. 2. In Section 15100-3, 2.5 Operators, B. Electric operator, replace part 3 with the following: 3. Valve Service: a. Size motors for continuous duty. b. HAND -OFF -AUTO (Local -Off Remote) Selector Switch: 1.) OPEN -STOP -CLOSE pushbutton to control valve in HAND position. c. OPEN and CLOSED indicating lights and dry contact outputs. d. Ac motor with reversing starter or do motor with solid-state reversing controller, and built-in overload protection. 3. Budget amount for the construction phase of this project is $399,500.00. 4. Specification does not have information on the type of seals required at the wall penetration for the existing 36" dia. and the existing 18" dia. lines and the new concrete walls. Response: Wall penetrations: non -shrink grout. 5. New pipe supports are called as typical on Dwg. C3, but there is no information on what is required and/or what will be acceptable. Response: Minimum 8-inches wide, contact angle 120 degrees with three lavers of felt, supports with piping supplier. 6. A few of the pipe identification numbers do not match the Pipe and Fitting Legend. It is clear what has to go where, but we should get a correction on the call outs to make it official. Response: Sheet C3 — change leader #9 to leader #8 on the right side of plan view. 7. Specification Item SP-7.6 states contractor is to pay consultant fees for evaluating substitutes and/or "or equals" material items, pursuant to paragraphs SP-8.3 and SP-8.5. The above referenced paragraphs are not included in this specification. Response: Change SP-8.3 and SP-8.5 to SP-7.3 and SP-7.5 respectively. 8. Specification Section 01010 Summary of Work Item. 1.6 A Contractor will be allowed to install concrete valve vault prior to Oct. 1, 2002. Will we be allowed to leave the roof deck off until the pipe valves & fittings are installed? Would we be allowed to erect a lightweight temporary cover over the valve vault until we install the pipe, valves and fittings? If we elect to install the temporary cover will the Engineering company require a consultants' fee to look at this items. Response: Temporary cover permissible: pipe gallery to remain secure at all times pump station is in operation. Proposed temporary cover and security measures to be submitted to Engineer for review: no review fees applicable. ITB #047-02/BMad1 ITB #047-02MM, Addendum # 1 9. Hatches have a drain line connection. Will there be any drain lines required for this connection? Response: No 10. There is no specification for the check valve replacements. Are they to be Wafer, Swing Check, Pump Control, Lever & Weight, Oil Cushioned, or? Response: Addressed in Specification Section 02665, page 2, paragraph 2.4.C. 11. Will the complete facility be shut down from October 1bt thru March 1°t? Response: Yes. 12. Are there existing shut off valves, which will allow replacement of the 36" gate valves and the check valves? Response: Yes 13. Will there be any major dewatering of the line that will be shut down? Response: No 14. Will Mega -flanges or Flange Coupling Adapters be allowed at the check valve replacements? Response: Flanged coupling (Specification Section 02665, page 3'. paragraph 2.5. 15. Does the City want any of the existing pipe or valves? Response: No 16. Will we be required to do any special support for the pump room slab or end wall when the basement wall is cut out on the south end? (The slab appears to rest on the wall to be removed). Response: No 17. How may 36" x 36" Halliday Aluminum Hatches are required on the top replacement at the check valve vault? Response: Addressed Sheet C1 (3-36" x 36" Halliday Aluminum Hatches). Is there any electrical attached to the vault top? Response: Only on the new addition. Is there a new ladder? Response: Only at the new addition. t18. Can the demolition on the valve vault roofs and the south valve vault be done before October 1't? Response: Yes 19. The only painting specified is that of the pipe. Do the walls or electrical conduit get paint? Response: No All requests for additional information or clarification must be submitted in writing and directed to: Questions may be faxed to: or Email to: Bruce MacNair, Senior Buyer City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 (806) 775-2164 Bmacnair@mail.ci.lubbock.tx.us THANK YOU, CITY OF LUBBOCK Bruce MacNai Senior Buyer PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID. i ITB #047-021BMad1 — —��— N — SCALE: 1/4" — 1'-0" EXISTING BUILDING I I -WATERSTOP I I c I1� 1-X I — rl NEW EXISTING TO I j PIPING REMAIN I 1111 III __ „ I III I I I I I I I I I I I I I I 24Y4 CORNER BARS SAME SIZE AND NUMBER AS HORIZON THE BARS TYPICAL ALL CORNERS 19'-10" i I I L :J SEE SHEET C3. SECTION A/C 1 FOR CONCRETE REINFORCEMENT A/C1 0 OF 0. *... ... OHN��`LL.,...V... �• ..J. S. ELL 48072 I F% 90 1 STE- G� � Project Name: PUMP STATION #4 Sheet: A—C3 PIPE GALLERY IMPROVEMENTS Issue Date: 3-2D-02 Revisions: ADDENDUM #1 PSC Project #:2680-01 CITY OF LUBBOCK INVITATION TO BID FOR TITLE: PUMP STATION #4 PIPE GALLERY IMPROVEMENTS ADDRESS: LUBBOCK, TEXAS ITB NUMBER: 047-02/13M PROJECT NUMBER: 9860.8107.20000 CONTRACT PREPARED BY: PURCHASING DEPARTMENT INDEX 1. NOTICE TO BIDDERS 2. GENERAL INSTRUCTIONS TO BIDDERS 3. BID SUBMITTAL - BID FOR LUMP SUM CONTRACTS 4. PAYMENT BOND 5. PERFORMANCE BOND 6. CERTIFICATE OF INSURANCE 7. CONTRACT 8. GENERAL CONDITIONS OF THE AGREEMENT 9. CURRENT WAGE DETERMINATIONS 10. SPECIFICATIONS NOTICE TO BIDDERS NOTICE TO BIDDERS ITB #047-02113M Sealed bids addressed to Victor Kilman, Purchasing Manager, City of Lubbock, Texas, will be received in the office of the Purchasing Manager, Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas, 79401, until 2:00 o'clock p.m. on the 26th day of March 2002, or as changed by the issuance of formal addenda to all planholders, to furnish all labor and materials and perform all work for the construction of the following described project: "PUMP STATION #4 PIPE GALLERY IMPROVEMENTS" After the expiration of the time and date above first written, said sealed bids will be opened in the office of the Purchasing Manager and publicly read aloud. It is the sole responsibility of the bidder to ensure that his bid is actually the office of the Purchasing Manager for the City of Lubbock, before the expiration of the date above first written. Bids are due at 2:00 o'clock p.m. on the 26th day of March 2002, and the City of Lubbock City Council will consider the bids on the I Ith day of April, 2002 at the Municipal Building, 1625 13th Street, Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all bids and waive any formalities. The successful bidder will be required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the successful bidder will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000. Said statutory bonds should be issued by a company carrying a current Best Rating of B or su erior. E Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than 5% of the total amount of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within fifteen (15) days after notice of award of the contract to him. It shall be each bidders sole responsibility to inspect the site of the work and to inform himself regarding all local + conditions under which the work is to be done. It shall be understood and agreed that all such factors have been thoroughly investigated and considered in the preparation of the bid submitted. There will be a non -mandatory pre -bid conference on 19th day of March. 2002 at 9:00 o'clock a.m., in the Engineering Conference Room 107, Lubbock, Texas. Bidders may view the plans and specifications without charge at Lubbock City Hall, 1625 13t Street, Lubbock, Texas, Purchasing Department, Room L-04. Plans and specifications may be obtained by the bidder fora $100.00 refundable deposit per set. Plans and specifications may be obtained from Parkhill, Smith & Cooper, Inc., 4222 -a 85th Street, Lubbock, Texas 79423, Phone: (806) 473-2200. Plans and specifications will be shipped at the bidder's expense. If bidder requires overnight or second day expedited method parcel shipment, the bidder will incur shipping 4`. charges and must furnish the name of the service to be used and the bidder's account number. ��. Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in the contract documents on file in the office of the Purchasing Manager of the City of Lubbock, which document is specifically referred to in this notice to bidders. Each bidder's attention is further directed to provision of Article 5159a, Vernon's Ann. Civil St., and the requirements contained therein concerning the above wage scale and payment by the contractor of the prevailing rates of wages as heretofore established by owner in said wage scale. The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant to this advertisement, minority and women business enterprises will be afforded equal opportunities to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, disability, or national origin in consideration for an award. The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -bid meetings and bid openings are available to all persons regardless of disability. If you would like bid information made available in a more I accessible format or if you require assistance, please contact the City of Lubbock Human Relations Office at (806) 775- 1 2281 at least 48 hours in advance of the meeting. CITY OF LUBBOCK +� VICTOR KILM N PURCHASING MANAGER I GENERAL INSTRUCTIONS TO BIDDERS GENERAL INSTRUCTIONS TO BIDDERS BID DELIVERY, TIME & DATE 1.1 The City of Lubbock is seeking written and sealed competitive bids to furnish PUMP STATION #4 PIPE GALLERY IMPROVEMENTS per the attached specifications and contract documents. Sealed bids will be received no later than 2:00 p.m. CST, the 26th day of March, 2002 at the office listed below. Any bid received after the date and hour specified will be rejected and returned unopened to the bidder. Each bid and supporting documentation must be in a sealed envelope or container plainly labeled in the lower left- hand corner: "ITS #047-02/BM, PUMP STATION #4 PiPE GALLERY IMPROVEMENTS" and the bid opening date and time. Bidders must also include their company name and address on the outside of the envelope or container. Bids must be addressed to: Victor Kilman, Purchasing Manager City of Lubbock V 1625 13th Street, Room L-04 Lubbock, Texas 79401 1.2 Bidders are responsible for making certain bids are delivered to the Purchasing Department. Mailing of a bid does not ensure that the bid will be delivered on time or delivered at all. If bidder does not hand deliver bid, we suggest that he/she use some sort of delivery service that provides a receipt. 1.3 Bids will be accepted in person, by United States Mail, by United Parcel Service, or by private courier service. No bids will be accepted by oral communication, telephone, electronic mail, telegraphic transmission, or telefacsimile transmission. THE CITY WILL NOT ACCEPT FAX BIDS. 1.4 The City of Lubbock reserves the right to postpone the date and time for opening bids through an addendum. 2 PRE -BID MEETING 2.1 For the purpose of familiarizing bidders with the requirements, answering questions, and issuing addenda as needed for the clarification of the Invitation to Bid (ITB) documents, a non -mandatory pre -bid meeting will be held at 9:00 a.m., March 19th, 2002 in Engineering Conference Room 107, Lubbock, Texas. All persons attending the meeting will be asked to identify themselves and the prospective bidder they represent. 2.2 It is the bidder's responsibility to attend the pre -bid meeting though the meeting is not mandatory. The City will not be responsible for providing information discussed at the pre -bid meeting to bidders who do not attend the pre -bid meeting. 3 ADDENDA & MODIFICATIONS 3.1 Any changes, additions, or clarifications to the ITS are made by written bid addenda. 3.2 Any bidder in doubt as to the true meaning of any part of the specifications or other documents may request an interpretation thereof from the Purchasing Department. At the request of the bidder, or in the event the Purchasing Department deems the interpretation to be substantive, the interpretation will be made by written addendum issued by the Purchasing Department. Such addendum issued by the Purchasing Department will be sent to all bidders receiving the original Invitation to Bid (ITB) and will become part of the bid package having the same binding effect as provisions of the original bid. NO VERBAL EXPLANATIONS OR INTERPRETATIONS WILL BE BINDING. In order to have a request for interpretation considered, the request must be submitted in writing and must be received by the City of Lubbock Purchasing Department no later than five (5) days before the bid closing date. J 3.3 All addenda, amendments, and interpretations of this solicitation shall be in writing. The City of Lubbock shall not be legally bound by any amendment or interpretation that is not in writing. Only information supplied by the City of Lubbock Purchasing Department in writing or in this ITB should be used in I preparing bid responses. All contacts that a bidder may have had before or after receipt of this ITB with ' any individuals, employees, or representatives of the City and any information that may have been read in any news media or seen or heard in any communication facility regarding this bid should be disregarded in preparing responses. 3.4 The City does not assume responsibility for the receipt of any addendum sent to bidders. 1 t 4 EXAMINATION OF DOCUMENTS AND REQUIREMENTS 4.1 Each bidder shall carefully examine all ITB documents and thoroughly familiarize itself with all requirements before submitting a bid to ensure that their bid meets the intent of these specifications. 4.2 Before submitting a bid, each bidder shall be responsible for making all investigations and examinations that are necessary to ascertain conditions and requirements affecting the requirements of this Invitation to Bid. Failure to make such investigations and examinations shall not relieve the bidder from obligation to comply, in every detail, with all provisions and requirements of the Invitation to Bid. 4.3 Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Purchasing Manager and a clarification obtained before the bids are received, and if no such notice is received by the Purchasing Manager prior to the opening of bids, then it shall be deemed that the bidder fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If bidder does not notify Purchasing Manager before bidding of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. it is further agreed that any request for clarification must be submitted no later than five (5) calendar days prior to the opening of bids. 5 BID PREPARATION COSTS 5.1 Issuance of this ITB does not commit the City of Lubbock, in any way, to pay any costs incurred in the preparation and submission of a bid. 5.2 The issuance of this ITB does not obligate the City of Lubbock to enter into contract for any services or equipment. 5.3 All costs related to the preparation and submission of a bid shall be paid by the bidder. 6 TRADE SECRETS CONFIDENTIAL INFORMATION AND THE TEXAS PUBLIC INFORMATION ACT 6.1 If you consider any portion of your bid to be privileged or confidential by statute or judicial decision, including trade secrets and commercial or financial information, clearly identify those portions. 6.2 The City of Lubbock will honor your notations of trade secrets and confidential information and decline to release such information initially, but please note that the final determination of whether a particular portion of your bid is in fact a trade secret or commercial or financial information that may be withheld from public inspection will be made by the Texas Attorney General or a court of competent jurisdiction. In the event a public information request is received for a portion of your bid that you have marked as being confidential information, you will be notified of such request and you will be required to justify your legal position in writing to the Texas Attorney General pursuant to Section 552.305 of the Government Code. In the event that it is determined by opinion or order of the Texas Attorney General or a court of competent jurisdiction that such information is in fact not privileged and confidential under Section 552.110 of the Government Code and Section 252.049 of the Local Government Code, then such information will be made available to the requester. 6.3 Marking your entire bid CON F IDENTIAUPROPRI ETARY is not in conformance with the Texas Open Records Act. 7 LICENSES, PERMITS, TAXES 1` The price or prices for the work shall include full compensation for all taxes, permits, etc. that the bidder is or may be required to pay. 1 8 CONFLICT OF INTEREST 8.1 The bidder shall not offer or accept gifts or anything of value nor enter into any business arrangement with any employee, official or agent of the City of Lubbock. 8.2 By signing and executing this bid, the bidder certifies and represents to the City the bidder has not offered, ' conferred or agreed to confer any pecuniary benefit or other thing of value for the receipt of special treatment, advantage, information, recipient's decision, opinion, recommendation, vote or any other exercise of discretion concerning this bid. J 9 CONTRACT DOCUMENTS 9.1 All work covered by the contract shall be done in accordance with contract documents described in the General Conditions. 9.2 All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for the construction of this project and shall be responsible for the satisfactory completion of all work contemplated by said contract documents. 10 PLANS FOR USE BY BIDDERS It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without charge or forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice to Bidders. 11 BIDDER INQUIRIES AND CLARIFICATION OF REQUIREMENTS 11.1 It is the intent and purpose of the City of Lubbock that this request permit competitive bids. It shall be the bidder's responsibility to advise the Purchasina Manager if anv lanouaae, requirements, etc.. or anv combinations thereof, inadvertently restricts or limits the requirements stated in this ITB to a single source. Such notification must be submitted in writing and must be received by the City of Lubbock Purchasing Office no later than five (5) calendar days before the bid closing date. A review of such notifications will be made. 11.2 NO BIDDER SHALL REQUEST ANY INFORMATION VERBALLY. ALL REQUESTS FOR ADDITIONAL INFORMATION OR CLARIFICATION CONCERNING THIS INVITATION TO BID (ITB) MUST BE SUBMITTED IN WRITING NO LATER THAN FIVE (5) CALENDAR DAYS PRIOR TO THE BID CLOSING DATE AND ADDRESSED TO: BRUCE MACNAIR, SENIOR BUYER City of Lubbock 1 1625 13' Street Lubbock, Texas 79401 Fax: (806) 775-2164 Email: BMacnair@mail.ci.lubbock.tx.us 12 TIME AND ORDER FOR COMPLETION 12.1 The construction covered by the contract documents shall be fully completed within THREE HUNDRED (300) CONSECUTIVE CALENDAR DAYS from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidder. 12.2 The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the City reserves the right to require the Contractor to submit a progress schedule of the work contemplated by the contract documents. In the event the City requires a progress schedule to be submitted, and it is determined by the City that the progress of the work is not in accordance with the progress schedule so submitted, the City may direct the Contractor to take such action as the City deems necessary to ensure completion of the project within the time specified. j 13 PAYMENT J All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract documents. 14 AFFIDAVITS OF BILLS PAID The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute an affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements contemplated by the contract documents have been paid in full and that there are no claims pending, of which the Contractor has been notified. 15 MATERIALS AND WORKMANSHIP The intent of these contract documents is that only materials and workmanship of the best quality and grade will be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until incorporated into the project. The presence or absence of a representative of the City on the site will not relieve the Contractor of full responsibility of complying with this provision. The specifications for materials and methods set forth in the contract documents provide minimum standards of quality, which the Owner believes necessary to procure a satisfactory project. 16 GUARANTEES 16.1 All equipment and materials incorporated in the project and all construction shall be guaranteed against defective materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner, a written general guarantee which shall provide that the Contractor shall remedy any defects in the work, and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects appear within ONE year from date of final acceptance of the work as a result of defective materials or workmanship, at no cost to the Owner (City of Lubbock). 16.2 Notwithstanding any provisions contained in the contractual agreement, the Contractor represents and warrants fault -free performance and fault -free result in the processing date and date -related data (including, but not limited to calculating, comparing and sequencing) of all hardware, software and firmware products delivered and services provided under this Contract, individually or in combination, as the case may be from the effective date of this Contract. Also, the Contractor warrants calculations will be recognized and accommodated and will not, in any way, result in hardware, software or firmware failure. The City of Lubbock, at its sole option, may require the Contractor, at any time, to demonstrate the procedures it intends to follow in order to comply with all the obligations contained herein. 16.3 The obligations contained herein apply to products and services provided by the Contractor, its sub- contractor or any third party involved in the creation or development of the products and services to be delivered to the City of Lubbock under this Contract. Failure to comply with any of the obligations contained herein, may result in the City of Lubbock availing itself of any of its rights under the law and under this Contract including, but not limited to, its right pertaining to termination or default. 16.4 The warranties contained herein are separate and discrete from any other warranties specified in this Contract, and are not subject to any disclaimer of warranty, implied or expressed, or limitation to the Contractor's liability which may be specified in this Contract, its appendices, its schedules, its annexes or any document incorporated in this Contract by reference. " 17 PLANS FOR THE CONTRACTOR The contractor will be furnished one set of plans and specifications, and related contract documents for his use during construction. Plans and specifications for use during construction will only be furnished directly to the Contractor. The Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or others, as required for proper prosecution of the work contemplated by the Contractor. 18 PROTECTION OF THE WORK t The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials, supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any ( and all parts of the work whether the Contractor has been paid, partially paid, or not paid for such work, until the f date the City issues its certificate of completion to Contractor. The City reserves the right, after the bids have been opened and before the contract has been awarded, to require of a bidder the following information: (a) The experience record of the bidder showing completed jobs of a similar nature to the one covered by j the intended contract and all work in progress with bond amounts and percentage completed. (b) A swom statement of the current financial condition of the bidder. (c) Equipment schedule. 4 19 TEXAS STATE SALES TAX 19.1 This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions of Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act. 19.2 The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials to be incorporated into the work without paying the tax at the time of purchase. 20 PROTECTION OF SUBSURFACE LINES AND STRUCTURES It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or other underground structures which might or could be damaged by Contractor during the construction of the project contemplated by these contract documents. The City of Lubbock agrees that it will furnish Contractor the location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve the Contractor of his responsibilities aforementioned. All such underground lines or structures cut or damaged by Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by Contractor to the satisfaction of the City of Lubbock, Texas, at Contractor's expense. 21 BARRICADES AND SAFETY MEASURES The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and shall take such other precautionary measures for the protection of persons, property and the work as may be necessary. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs, and lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and replaced by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of barricades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of acceptance of the project. 22 EXPLOSIVES 22.1 The use of explosives will not be permitted unless written permission to do so is obtained by the Contractor from the City. In all cases where written permission is obtained for the use of explosives, the Contractor shall assume full responsibility for all damage, which may occur as a direct or indirect result of the blasting. In addition, in all cases where explosives are authorized to be used, the Contractor shall use utmost care so as not to endanger life or property and the Contractor shall further use only such methods as are currently utilized by persons, firms, or corporations engaged in similar type of construction activity. 22.2 Explosive materials shall not be stored or kept at the construction site by the Contractor. , JP, 22.3 In all cases where explosives are to be used during the construction of the project contemplated by this contract, it shall be the duty of the Contractor to notify each utility company having structures (above or below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such notice shall be given sufficiently in advance to enable the companies to take such steps as they may deem necessary to protect their property from injury. Such notice, however, shall not relieve the Contractor of responsibility for any damage resulting from his blasting operations. 23 CONTRACTOR'S REPRESENTATIVE The successful bidder shall be required to have a responsible local representative available at all times while the work is in progress under this contract. The successful bidder shall be required to furnish the name, address and telephone number where such local representative may be reached during the time that the work contemplated by this contract is in progress. 24 INSURANCE 24.1 The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do -, business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) days in advance of A cancellation or change. All policies shall contain an agreement on the part of the insurer waiving the right to subrogation. The Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether 5 performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted before contract execution. 24.2 The insurance certificates furnished shall name the City as an additional insured, or in the alternative, shall be accompanied by a statement from the Contractor to the effect that no work on this particular project shall be subcontracted. It shall be the contractor's responsibility to provide to the owner all proof of coverage insurance documents including workers compensation coverage for each subcontractor. 25 LABOR AND WORKING HOURS 25.1 Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in these contract documents. The wage rate that must be paid on this project shall not be less than specified in the schedule of general prevailing rates of per diem wages as above mentioned. The bidders' attention is further directed to the requirements of Article 5159a, Vernon's Annotated Civil Statutes providing for the payment of the wage schedules above mentioned and the bidder's obligations thereunder. The inclusion of the schedule of general prevailing rate of per diem wages in these contract documents does not release the Contractor from compliance with any wage law that may be applicable. Construction work under this contract requiring an inspector will not be performed on weekends or holidays unless the following conditions exist: 26.1.1 The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. 26.1.2 Delays in construction are due to factors outside the control of the Contractor. The Contractor is approaching the penalty provisions of the contract and Contractor can show he has made a diligent effort to complete the contract within the allotted time. 25.2 Before construction work requiring an inspector is to be performed on weekends or holidays, the Contractor must notify the Owner's Representative not less than three full working days prior to the weekend or holiday he desires to do work and obtain written permission from the Owner's Representative to do such work. The final decision on whether to allow construction work requiring an inspector on weekends or holidays will be made by the Owner's Representative. 25.3 In any event, if a condition should occur or arise at the site of this project or from the work being done under this contract which is hazardous or dangerous to property or life, the Contractor shall immediately commence work, regardless of the day of the week or the time of day, to correct or alleviate such condition so that it is no longer dangerous to property or life. 26 PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount, not less often than once each week. The Contractor and each of his subcontractors engaged at the site of the work shall not later than the seventh day following the payment of wages, file with the Owner's Representative, or Engineer, a certified, swom, legible copy of such payroll. This shall contain the name of each employee, his classification, the number of hours worked on each day, rate of pay, and net pay. The affidavit shall state that the copy is a true and correct copy of such payroll, that no rebates or deductions (except as shown) have been made, or will in the future be made from the wages paid as shown thereon. The Contractor must classify employees according to one of the classifications set forth in the schedule of general prevailing rate of per diem wages, which schedule is included in the contract documents. The Contractor shall forfeit as a penalty to the City of Lubbock on whose behalf this contract is made, ten dollars for each laborer, workman, or mechanic employed for each calendar day, or portion thereof, such laborer, workman or mechanic is paid less than the wages assigned to his particular classification as set forth in the schedule of general prevailing rate of per diem wages included in these contract documents. 27 PROVISIONS CONCERNING ESCALATION CLAUSES Bids submitted containing any conditions which provide for changes in the stated bid price due to increases or decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the bidder without being considered. 6 �a 1 28 PREPARATION FOR BID 28.1 The bidder shall submit his bid on forms furnished by the City. All blank spaces in the form shall be correctly filled in and the bidder shall state the price both in words and numerals, for which he intends to J do the work contemplated or furnish the materials required. Such prices shall be written in ink, distinctly and legibly, or typewritten. In case of discrepancy between the price written in words and the price written in figures, the price written in words shall govern. 28.2 If the bid is submitted by an individual, his name must be signed by him or his duly authorized agent. If a bid is submitted by a firm, association, or partnership, the name and address of each member must be given and the bid signed by a member of the firm, association or partnership, or person duly authorized. If j the bid is submitted by a company or corporation, the company or corporate name and business address 1 must be given, and the bid signed by an official or duly authorized agent. Powers of attorney authorizing agents or others to sign bids must be properly certified and must be in writing and submitted with the bid. The bid shall be executed in ink. 28.3 Each bid shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed on the outside of the envelope in the following manner: 28.3.1 Bidder's name 28.3.2 Bid for (description of the project). 28.4 Bid submittals may be withdrawn and resubmitted at any time before the time set for opening of the bids, but no bid may be withdrawn or altered thereafter. 28.5 Pursuant to Texas Local Government Code 252.043(a), a competitive sealed bid that has been opened may not be changed for the purpose of correcting an error In the bid price. THEREFORE, ANY CORRECTIONS TO THE BID PRICE MUST BE MADE ON THE BID SUBMITTAL FORM PRIOR TO BID OPENING. 29 BOUND COPY OF CONTRACT DOCUMENTS 1 Bidder understands and agrees that the contract to be executed by bidder shall be bound and include the following: (a) Notice to Bidders. (b) General Instructions to Bidders. (c) Bidder's Submittal. (d) Statutory Bond (if required). (e) Contract Agreement. (f) General Conditions. (g) Special Conditions (if any). (h) Specifications. (i) Insurance Certificates. 0) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders. If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered incorporated by reference into the aforementioned contract documents. 30 QUALIFICATIONS OF BIDDERS The bidder may be required before the award of any contract to show to the complete satisfaction of the City of Lubbock that it has the necessary facilities, ability, and financial resources to provide the service specified therein in a satisfactory manner. The bidder may also be required to give a past history and references in order to satisfy the City of Lubbock about the bidder's qualifications. The City of Lubbock may make reasonable investigations deemed necessary and proper to determine the ability of the bidder to perform the work, and the bidder shall furnish to the City of Lubbock all information for this purpose that may be requested. The City of Lubbock reserves the right to reject any bid if the evidence submitted by, or investigation of, the bidder fails to satisfy the City of Lubbock that the bidder is properly qualified to carry out the obligations of the contract and to complete the work described therein. Evaluation of the bidder's qualifications shall include: (a) The ability, capacity, skill, and financial resources to perform the work or provide the service required. 7 i (b) The ability of the bidder to perform the work or provide the service promptly or within the time specified, without delay or interference. (c) The character, integrity, reputation, judgment, experience, and efficiency of the bidder. (d) The quality of performance of previous contracts or services. 31 BID AWARD j 31.1 The City of Lubbock reserves the right to reject any or all bids, reject any particular item on a bid, and to waive immaterial formalities and to accept the offer most advantageous to the City of Lubbock in its sole discretion. Unless otherwise specified herein, the City shall award the bid based on the total bid. ! 31.2 All bids are evaluated for compliance with specifications before the bid price is considered. Response to J specifications is primary in determining the best low bid. Failure to comply with the specifications may result in disqualification of the bid. 31.3 In case of tie bids, preference will be given to local bidders. Consistent and continued tie bidding may be cause for rejection of bids by the City of Lubbock and/or investigation by the Attorney General to determine possible Anti -Trust violations. 31.4 Before the City may award a bid to a nonresident bidder, the nonresident bidder's bid must be lower than lowest bid submitted by a responsible Texas bidder by the same margin or amount that a Texas bidder would be required to underbid the nonresident bidder in the nonresident bidders' home state. ^ 31.5 Any contract made, or purchase order issued, as a result of this Invitation to Bid, shall be entered into the State of Texas and under the laws of the State of Texas. In connection with the performance of work, the Bidder agrees to comply with the Fair Labor Standard Act, Equal Opportunity Employment Act, and all other applicable Federal, State, and Local laws, regulations, and executive orders to the extent that the same may be applicable. 31.6 NO INDIVIDUAL OF ANY USING DEPARTMENT HAS THE AUTHORITY TO LEGALLY AND/OR FINANCIALLY COMMIT THE CITY TO ANY CONTRACT, AGREEMENT OR PURCHASE ORDER FOR GOODS OR SERVICES, UNLESS SPECIFICALLY SANCTIONED BY THE REQUIREMENTS OF THIS INVITATION TO BID. BID SUBMITTAL BID SUBMITTAL LUMP SUM BID CONTRACT DATE: March 26, 2002 PROJECT NUMBER: #047-02/BM - PUMP STATION #4 PIPE GALLERY IMPROVEMENTS Bid of Brown -McKee, Inc. (hereinafter called Bidder) To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) Gentlemen: The Bidder, in compliance with your Invitation to Bid for the construction of a PUMP STATION #4 PIPE GALLERY IMPROVEMENTS having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract documents and the site of the intended work, and being familiar with all of the conditions surrounding the construction of the intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time set forth therein and at the price stated below. The price to cover all expenses incurred in performing the work required under the contract documents. MATERIALS: P z-, I yA) 72.rz 7 F_ 1 G.,.J tv F1 /,. 77*',.5,4a -A D.-.Ia 1-4',y n,gxo 137. ) SERVICES: pNk av-,ua Z �a �I -T� Fo"2,� y"T1/,2 S� t 22 � ($ q 9g % .3. ! ) TOTAL BID: TNX.)'5r, l-funlA&S]t1 Fo%�'Y 7"/lr�r.sn_r -LA 2-S ($ i (Amount shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govern.) Bidder hereby agrees to commence the work on the above project on or before a date to be specified in a written "Notice to Proceed" of the Owner and to fully complete the project within 300 (THREE HUNDRED) consecutive calendar days thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of $500.00 (FIVE HUNDRED) for each consecutive calendar day in excess of the time set forth herein above for completion of this project, all as more fully set forth in the general conditions of the contract documents. Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction number 28 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to 1 commence work on or before the date specked in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the bid submitted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if required) within fifteen (15) days after notice of award of the contract to him. Enclosed with this bid is a Cashier's Check or Corti ed Check for Dollars ($ ) or a Bid Bond In the sum of 5% o Greatest AM u Dollars ($ J, which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the bid Is accepted by the Owner and the undersigned fails to execute the necessary contract documents, Insurance certificates, and the required bond (if any) with the Owner within fifteen (15) days after the date of receipt of written notification of acceptance of said bid; otherwise, said check or bond shall be returned to the undersigned upon demand. Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract documents made available to him for his inspection in accordance with the Notice to Bidders. Pursuant to Texas Local Government Code 252.043(a), a competitive sealed bid that has been opened may not be changed for the purpose of correcting an error In the bid price. THEREFORE, ANY CORRECTIONS TO THE BID PRICE MUST BE MADE ON THE BID SUBMITTAL FORM PRIOR TO BID OPENING. (Seal if Bidder is a Corporation) ATTEST: V 1'4AI-,' Secretary U J/ I j 0 Bidder acknowledges receipt of the following addenda: Addenda No. 1 Date 3-21-02 Addenda No. Date Addenda No. Date Addenda No. Date M/WBE Firm: Date: March 26, 2002 t- . (a , Authorized Signature Mike P. 01es (Printed or Typed Name) Brown -McKee, Inc. CoTggn�ast Slaton Road Addre$ Lubbock Lubbock City texas Count�yy 7114 State Zip Code Telephone: 806 - 745-4511 Fax: 806 - 748-1681 2 CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT To Be Completed by Bidder And Attached to Bid Submittal I, the undersigned Bidder, certify that the insurance requirements contained in this bid document have been reviewed by me with the below identified Insurance Agent/Broker. If I am awarded this contract by the City of Lubbock, I will be able to, within fifteen (15) days after being notified of such award by the City of Lubbock, furnish a valid insurance certificate to the City meeting all of the requirements defined in this bid/proposal. w ^ Contractor (Signature) Mike P. O1 es Contractor (Print) CONTRACTOR'S FIRM NAME: Brown -McKee, Inc. (Print or Type ) CONTRACTOR'S FIRM ADDRESS: 906 East S1 aton Road Lubbock, Texas 79404 Name of Agent/Broker: Emol oyers General Insurance Group General Insurance Group Address of Agent/Broker: 4010-82nd Street City/State/Zip: Lubbock, Texas 79423 Agent/Broker Telephone Number. ( 806 ) 784-0181 Date: 3-26-02 NOTE TO CONTRACTOR If the time requirement specified above Is not met, the City has the right to reject this bid/proposal and award the contract to another contractor. If you have any questions concerning these requirements, please contact the Purchasing Manager for the City of Lubbock at (806) 775-2165. BID #047-0216M - PUMP STATION #4 PIPE GALLERY IMPROVEMENTS 4 Un UNITED FIRE & CASUALTY COMPANY 118 Second Avenue SE PO Box 73909 Cedar Rapids, Iowa 52407-3909 319-399-5700 (A Stock Company) BID BOND BNow ALL. BY THESE PxESErrrs, that BROWN—MCKEE , INC. ias Principal, hereinafter called the Principal, and the UNTIED FIRE & CASUALTY COMPANY, a corporation duly organized under the laws of the State of IOWA, as r Surety, hereinafter called the Surety, are held and firmly bound unto CITY OF LUBBOCK as Obligee, hereinafter called the Obligee, in the sum of FIVE PERCENT OF THE GREATEST AMOUNT BID--------------------- Dollars (S------- 5 %--------- ), for the payment of which sum well and truly to be made, the said principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHmm s, the Principal has submitted a bid for I TB # 0 4 7 — 0 2 / BM PUMP STATION #4 PIPE GALLERY IMPROVEMENTS Now, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the Aamount specified in said bid and such larger amount for which the Obligee may in good faith contract with another parry to -` perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Y( Signed and sealed this 2 6 TH day of MARCH A.D. , 2 0 0 z. 1 (Wmess) BROWN—MCKEE , /INC . (Seat) MIKE OLES (nae) PRESIDENT UN= FIRE & CASUALTY COMPANY (seat) DEEDEE BRINKER (Attorney -in -fact) CONT 00010798 UNITEDIVIE & CASUALTY COMPANY Wn"C fICRIPIC - f%L*nA9? MADInQ InWA LANCE;' OR -.g *N: :{C- X.: 8802 R'-BANA':: LU-!.BB0,C TX5424 it,' true and"iA4-AM : ;Authc ".1 lawful xundertakings in . 'or obligatory of state of Y . N ik'R W I CK ariM ilk s behalf- AND`BONDS aqd.itq....bind UNITED FIRE k17.CASUALTY ,e ,Wgned k-ty ;hereby a filly and e Samas if, sy0c.`h insV0ym1e.- �COMPANAY' 1W offie3 tf UNITED :F*&CSAI�CC a66 fSalw0authority .nts . p . ly, Of— d,' in c6m. i. e VIVOWWO 7..Vri' `6 01"' d f 7d, .... .... 0� .. The ty.. b grontai shall'.::*x04re A CH --`:r,`,2 n 0 s soon .0v .4 'ort d"' $1 A ��2 00, i d 9 Vti. . L This Oq"r�,!.pf X-t r.-ne)(-.Js:ipa a 411.0 ed0to pi-W..'AWEt ta W ay w .(Allowi' S' 116,,�W�t d K ftic", of. C.. :#rilic !�. - ie:-:- dmllsm on APHI 18. 1973. k P. "Article V —Surety Bond ... iid' S; s i Undertakings." Section 2. Appointment of Altornarin-Fact. 'Toe Pnsldent or any Vice ' officer of the Company, may, from time to time, appoint by. written certificates at;orneys,.-in-fact to ad in behalf of the Companyin the execution of policies of insurance, bonds, .-.vndertakJn_o,,and other hit ments,6t;*kaAWN . The signature of any officer authorized hereby, and the Corporate sea[, by: 11 m RtCry.;,�".,.-Ye may #.6 iw.-E' W -attorney or certification of either authorized 'Arof at -torn, ors horized hereby; such signature and seal, vq0p,* g poW of a —p",r sis. atiftotsuch officer and the original seal of thsd6ispiny,Io be valid and binding u - 00 0&11*1 Coot any ap p0nM.W0o.9mp9#*y w4h t k Such attorridirs-in-fact, subject to the sat forth in their respective �pni6itect 03 t":AoZlly a f ',-49ir } #UI4 power to signature and execution of any such InWillhifols and to attach t "etc P" "Pan .40 any.' 1h F: A -rhilkid r rectors it officer of the Company time all Jpo 40y 0 may at any revoke powiw ply ESS V111,11MOF, the UNITED FIRE & CASUALTY COMPANY has dAWsed these , Presents to ho eianad by '4a' me-eietant tepi-n 't reef cant enrf ite wt%rnriwi�ta aAaml to him haratn nffivaA thic �acaryypnc � "A -#0% y 'Aision 4 Ak:,: d c ...... fy th :AhV f V'LaW's of WCitir+y my as 0 ....COMPANY, e said Power of Attorney has not been of PAYMENT BOND BOND NO. 54-127565 STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $25,000) KNOW ALL MEN BY THESE PRESENTS, that BROWN-MCKEE, INC. (hereinafter called the Principal(s), as Principal(s), and UNITED FIRE & CASUALTY COMPANY (hereinafter called the Sure% Sy" (joe M�Iqi f�W�ggWl into the City of Lubbock (hereinafter called the Obligee), in the amount of A _N0/ 1 Q 0------------- OIIarS ($:4 0,o o o o d lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 11 THday of APRIL .20 0- ,to BID #047-02/BM PUMP STATION #4 PIPE GALLERY IMPROVEMENTS and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this 12TH day of APRIL 20 02 . UNITED FIRE & CASUALTY COMPANY Surety *By: (Title) DEEDEE BRINKER ATTORNEY -IN -FACT BROWN-MCKEE, INC. (Company Name) By_ MIKE OLES (Printed Name) - 25�� /-)'6Q24-- (Signature) PRESIDENT (Title) i The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates DEEDEE BRINKER an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. I UNITED FIRE & CASUALTY COMPANY Surety By: * i (Title)DEEDEE BRINKER ATTORNEY -IN -FACT Approved as to form: City of Lubbock 1 By: City Attorney * Note: If signed by an officer of the Surety Company there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. 2 PERFORMANCE BOND BOND NO. 54-127565 STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253,021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $100,000) KNOW ALL MEN BY THESE PRESENTS, that BROWN-MCIjhEEd1naWeFdalled the Principal(s), as Principal(s), and ITED FI (hereinafter called the Sur, Fpkap S1Mff% e P� �" �g unto the City of Lubbock (hereinafter called the Obligee), in the amount of AND Nn 110-0----------------- ollars ($340, 000. 00) lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 1 ley of APRIL , 20LZ to BID #047-02 /BM PUMP STATION #4 PIPE GALLERY IMPROVEMENTS and said principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the l Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said l article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this 12TH j day of APRIL , 20 02 . UNITED FIRE & CASUALTY COMPANY Surety By:. (Title) DEEDEE BRINKER ATTORNEY -IN -FACT BROWN-MCKEE. INC. (Company Name) By: MIKE OLES (Printe Name) (Signature) PRESIDENT (Title) i Tf gn� �s ,Company represents that it is duly qualified to do business in Texas, and hereby l designate �aagent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. UNITED FIRE & CASUALTY COMPANY } Surety *By: (Title) DEEDEE BRINKER ATTORNEY -IN -FACT Approved as to Form City of Lubbock By: jty Attorney • Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of - attorney for our files. 1 OJ .J 2 IMPORTANT NOTICE TO OBTAIN INFORMATION OR MAKE A COMPLAINT. You may call United Fire & Casualty Company's toll -free telephone number for information or to make a complaint at: 800-343-9130 You may also write to United Fire & Casualty Company at: United Fire & Casualty Company Attn: Bond Department P.O. Box 73909 Cedar Rapids, IA 52407-3909 -or street address - United Fire & Casualty Company Attn: Bond Department 118 2nd Avenue SE Cedar Rapids, IA 52401 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 800-252-3439 You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, TX 78714-9104 ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only i and does not become a part or a condition of the attached document and is given to comply with Section 2253.48, Government Code, and Section 53.202, Property Code, effective September 1, 2001. 1 A, & CASUA COMPAW' . . .... ........ HOME OFFICE CEDAR RAPIDS, IOWA ALL INDIVIDUALLY A 6 .4 -A 6 liiir tj by on April 18, 1973. "Article 'V,'— Surety Bonds Section 2, Appointment, plAttomey-In-Fact'tte %asident or any 96 jjII appoint by written umeat :W 4 nature. The' certificates eitificaj ij a I i 6 rneys-ln-fadt'to' ;� 0 e dt in behalf of thW6 other oblioat.. hAWre of any A64VAIJ --.i.str OF,"Ihe UNITED' .FIRE & C. ASU vice presidentAnd its ff .. . . ..... -v 2002, before me personally c of the Company, may, froirn'time 'tdi time, ;1es of insurance, bonds, undertakings and its seal, may ba.001100,by laq seat when "!fio ad feR and sea lb,inding upon the CoMpe4y, with the me. @irrespecry Cacti the 'a"', utftrity preVkiftsly::7--. N ..Y d hes, t hastNY fattis pal to be 'fieret6 iffbzed this A.0, 200,2 FWA CAS-13, A Vfy C-OPAPOkw V % ice President 1#0(400R. lams of S". and of Attorney Fi been riworleid and is-':" 5fate seat of the.-,Uld CERTIFICATE OF INSURANCE TEL: Apt' 25,02 15:2b NO.UU4 r.uz r-.t•Caa•.»ru.-v..,ua.iw.1,x'.%�.NI�YmMmso:•.sav�e:xo:,-::rt:: a>rre:;:r••::+--�- - -- - '•-�Y-.+' ICATE OF'. � r� rovwMcrr'rxcsa:r.•w: r.•cr:<rvr...6�: •. v'e•,z, 07Z i AT'EER88N0 Murf as &Boa RICK ro UPON THE"CERTIFICATE IMMAM .�t: •JR. t pEFMF ICATE AM oFi . 1310 Texas Avenue RAGE AFAR THE IKe d ow "•1� �OCIMPANI6a � 'ubbock, • <Tx 7 9 4 01 • ��.Sg Indemni_ty of Connecticut 700 Brown -McKee, Inc._' P : 0 Box 3279 arwr.' ' ' .. ;•;' : : LubbOCkr TX 79452 ,M, N THI INSURANCE O CE LISTED TO CM TE BELOW �i vR 4 iW#0'ib tide iNauAEc wiMW aeova ron THe roucw Pea�oo n?HAT + oMCIED I�r.1a6 ► 4F AM "CONY eT, OR OTHER DOO M�lW Wr(M RM90T TO WHICH THIS 1 _.. CERTIFICATE MAY BE 1000ISD OR MAY PERTAIN, THE INSURANC! AFFOADI . bY. T, . i "OIJOIED 069CRIBED HEREIN IS BUBJ60T TO ALL THE TERM, EXCLUSIONS AND CONDRION9 OF SUCH POLICIES. LIMITS SHOWN MAY Hwe get 0 OY PAID CLMM@ rdm o! asuMAMea Pa►cr I eEn � l } Irn► ref Um . ow�A►uAwry .. , ;.. ; � - . ;• .. ' : oer,�RUAnnaI�aATe • . CO M MINkCMERAU MM .'%s PII�OwCwNO-10•aa0MP�1Uy,P�A00 FGnW nYwA�AWV17� i Q 4VAM O=Mi�:: i k:- I OWNEA'S A CONTRACTO" PRDT '�:.• •ECUR ACH OOMM • 77 ,: a , i ;:, � : , FIAE Or<iAAf�6 oii ffm i I1iIE01� tw sf • X Annwuro ICAP965K878202 /• *0/09 '04/10/03 MOMI LMEr • 1200000 �ouw Ifs+► • " • _ ALL owNcaAuToe � . ": : •.••r ' X -C"fiiDmr= I .. 4. R alwloeulrwr► ' : s • . AUToorn r• eAA000 4W 9 ANVAM ' .F'... oT 1sllrYw AUrootulr, Mr ; < Y 0M ADDOM E ADOi�iRTB � ioocnBUWu++r i ., ,; �'•;.•, .:: f :, .: eACH.aocul�toe i + .:. uMMitn'PORY I .. .• ... • .. ; AOCiI�M'?7` C�O�110N r:.:.• 6:*:: '' ' .. r: y j ` * • „ . EL DISGAM -- POWY LUT 6 TF PADPRIETOlV plq, ; : .. Aim;' 8XG� oil GL �MIMIPUOM ...:. E• , i. .::.... .... . wNororarAno�noe�I�I�uasnclAtmw �olicy endorsed to show Waiver o! Subcogiti'Ozi'.and Additional* Insured in favor of the certificate holder. 'y I ;,IBjir +Isovc MOOM ep POLOO'M QAMo AD'MPoaI tl+i •.:• .a • cv�pMNIl1IDN'111AU'111 MM. TNi MOVIM OOMMMP WILL iMDiM►OA TO'MML City of Lubbock Purchasing' bsp ;;'oMv-iiiiiiVifCrTmToT"zmm""Iff. ioioeiMA.Mtri"mm",. Attn s Laura . Ritchie •o W,& Mm "oroe S"L AWOM so GMMT aM om uMlu P . 0' • "Box. 2 0 0 0 : , : : y ' I � u TNL COMM ,t. •AOD11f 011,. AINfL Lubbock ,. TX 79457 Amr� APR-24-02 WED 04:50 PH BRENHOLTZ INSURANCE FAX NO, 806 866 0871 F.U1/U1 ACORL�, CERTIFICATE OF LIABILITY INSURANCE 4/19m2002 04/1s/200Z PRor mm. (am a"-0870 FAX (806)866-0371 David Brenhoi is Insurance Agency I Inc. 8302 Urbana Lubbock, TX 79424 THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMA ONLY AND CONFERS NO RMHT$ VPCN TM CCIMMGATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. MBURERS AFFORDMK3 COVERAGE INURED grown - McKee, Inc. P. 0. Box 3279 Lubbock. TX 79453 INSURER A: Clarendon INSURER a, Royal Surplus Lines INSURER INSURER D: NWRER E: COVERAGES THE POLICIES Of MURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE Tom, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREQATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS TYPE OF INSURANCE POLICY NUMBER POLICY PXFnRATI LJMTTS A GENERAL LIABILITY X COMMERCIAL GENERAL LLA9ILTTY CLAIMS MADE FX-1 OCCUR XIMLOG00860 04/10/2002 04/10/2003 EACH OCCURRENCE i 1,000,0001 FIRE DAMAGE (My aw flw) S 50,00 MED EXP (Any oen monad S S PERSONAL & MW INJURY i 1 000 GENERAL AGGREGATE 6 2,000, GtERL AOORRGAM LIMIT APPLIES PER: POLICY PRO LOc PRODUCTS - COMPIOP AOG i 2,000,0 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUT09 SCHEDULED AUTOS HIRED AUTOS NON.CVMEDAUTOS COMBINED SINGLE U IT i BODILY BLIURV rw P 4 S SOWLY INJURY Pw-dde'11 i PROPERTYDAMAW S GARAGE I IAM TTY ANY AUTO AUTO ONLY- EA ACCIOEW S OTHER THAN EA ACC AUTO ONLY: AGO i i B ExOG" UASILJTY XI OCCUR Q CLANS MADE DEDUCTIBLE RETENTION S K2HN017731 04/10/2002 04/10/2003 EACH OCCURRENCE IF 5,000,000 AGGREGATE i i i WORKERS COMPENSATION AND EMPLOYERS'LMOIL Y MEMMI pp EL EACH ACCIDENT i EL DISEASE - EA �iIWPLOYE i EL. DISEASE - POLICY LIMIT i OTHER �EL: ITB �10SEMENTISPECtAL PROVISIONS 47-02 BM rA"O Pump Sl Qti n�0*4 P ople GaAD BY ENwery Improvements Certificate Holder as Additional Insured giver of Subrogation in favor of Certificate Holder CERTIFICATE HOLDER City of Lubbock P. 0. Box 2000 Lubbock, TX,79457 CANCELLATION SHOULD ANY OF THE ABOVE ORWRIYED POLHSIEB W OANCCLLED BEFORE THE EXPIRATION DATE THERI<OF. THIF MUING COMPANY WILL ENDGVOR TO MAIL 10 OwYB WRITTGN NOTICE TO THE comnCATe MOLDER NAMED To THE Lw►T, WT FAILURE TO MA& SUCH NOTE= SHALL IMPOSE NO OBLIGATION OR LIABRITY OFAW KENO THiE COMPANY. tiswG a OR REPREaENTAT1VEa AUTHOR�O RE wTTI/E _ / ^r`� THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RAT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT To ALL THE TEAMS, OCCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, TYPE OF INWRANCE POLICY NUMBER POLICY EFFECTIVE POLICY EIERATM LRATS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAMS MADE OCCUR EACH OCCURRENCE i FIRE DAMAGE one ke) i ►ED OM am pwsm i PERSONAL A ADV INUURY GENERAL AGGREGATE s GENf'L AGGREGATE LIMIT APPLIES PER POLICY PRD LDC PRMUC78 - COIEMP AGG s AUTOMOBILE L ABLY ANY AUTO ALL OWNED AUTOS SCHEDULEDAUTOS HIR®AUTOG NONaWNEDAUTOS COMBINED SOME LIMIT (Es ." 4 i BODILY RQURY (PR Pmm s BODILY IN.I RY (P-A ID i PROPERTY DAMAGE (Pr<"�.In i I GARAGE LIABIITY ANY AUTO AUTO ONLY - EA ACCIDENT s OTF" THAN EA ACC AUTOONI.Y: AM i i L9MM LIABIITY o=m CLAMS MADE DEDUCTIBLE RETENTION s EACH OCCUR s AGGF&GATE s s s $ A i wOmamOPE"TNAm EVPWYELIABILITY T S F— 0 0 010 7 5 0 5 6 01012002 01012003 X a STATU O H- EL EACH ACCIDENT $ 5 0 0, 0 0 0; E.L. DISEASE - EA EMPLOYEE s 500 0 0 0' EL DISEASE - POLICY LIMIT s 5 0 0 0 0 0 B INLAND MARINE TIM-9-05-02-98 01012002 01012003 1,000 DEDUCTIBLE 2,500,000 PER OCCURRENC 12,500,000 PER LOCATION DBCRIPTION OF oPeuTIONSA DCATIONISNENICLESlE7LCLUSIONS ADDED BY EOORS9IE TXPECIAL PROY18gHkR *** SEE BACK OF FORM *** CITY OF LUBBOCK P. 0. BOX 2000 LUBBOCK, TX 79457 SHOULD ANY OF THE ABOVE DBCRWM POLICES BE CANCELLED BEFORETM EXPIRATION DATE THEREOF. THE maws INSURER wLL E DFAVOR TO AWL 3 0 DAYS vRHTim NOTICE TO TIE CERTIFICATE ML.DE R NAIL TO THE LEFT, BUT FMMU TO DO SO SFIALL IMPOSE NO OBLIOATIWR R LIABLITY OF ANY IVND UPONI T"E INSURER. ITS AGSM OR ACOPM 25-S C7/97) T F. F F A AiQV 0 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). It SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may! require an endorsement. A statement on this certificate does not confer rights to the certificate holler In lieu of such endorsement(s). CITY OF LUBBOCK P. 0. BOX 2000 LUBBOCK, TX 79457 DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing msurer(s), authorized representative or producer, and the certificate holder, nor does It affirmatively or negatively amend, extend or alter the overage afforded by the pommies fisted thereon. POLICY IS ENDORSED TO PROVIDE WAIVER OF SUBORGATION IN FAVOR OF THE CERTIFICATE HOLDER IF THERE IS A WRITTEN CONTRACT BETWEEN THE ABOVE INSURED AND THE CERTIFICATE HOLDER REQUIRING THE ABOVE. 30 DAYS NOTIC- OF CANCELLATION HAS BEEN ADDED TO THIS POLICY BUT SUBJECT TO 10 DAYS NOTICE DUE TO NON—PAYMENT OF PREMIUM. A OWNERS PROTECTIVE POLICY WILL BE ISSUED UPON ACCEPTANCE OF BID. JOB REF: LIFT STATION REPLACEMENT PROJECT BID #99075 JOB REF: ITB #47-02/BM—PUMP STATION #4 PIPE GALLER IMPROVEMENTS ACORD 25-8 (71M ACORQ CERTIFICATE OF LIABILITY INSURANCE 04/15/2 0 ODUCER (806)866-0870 FAX (806)866-0871 I David Brenhol tz Insurance Agency, Inc. 8802 Urbana iLubbock, TX 79424 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE rSURED Brown - McKee, Inc. JP. 0. Box 3279 Lubbock, TX 79453 INSURER A Clarendon INSURER B: Royal Surplus Lines INSURERC: INSURER D: INSURER E: ZOVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIONLTR LIMITS GENERAL LABILITY IIML0000960 04/10/2002 04/10/2003 EACH OCCURRENCE $ 1 WO, 00 1 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE (Any one fire) S 50,000 CLAIMS MADE a OCCUR MED EXP (Anyone person) $ 5,000 A PERSONAL & ADV INJURY S 1,000,000 GENERAL AGGREGATE $ 2,000,000 GERL AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGG $ 2,000OO POLICY JECT LOC AUTOMOBILE LIABILITY COMBINED SIDLE LIMIT $ � 1 AAUTO NY (Ea accident) BODILY INJURY $ ALL OWNED AUTOS SCHEDULED AUTOS (P* p-) BODILY INJURY $ HIRED AUTOS 1 NON -OWNED AUTOS (Pa accident) PROPERTY DAMAGE $ I (Per acciderrl) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO $ AUTO ONLY: AGG EXCESS LIABILITY 2HN017731 04/10/2002 04/10/2003 EACH OCCURRENCE $ 510001000 X OCCUR ❑CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ WORKERSSTATU- COMPENSATION AND WC TORY LIMITS I ER EMPLOYERS' LABILITY EL. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE S E.L DISEASE - POLICY LIMIT S OTHER DESCRIPTION OF OPERATIONS(LOCATIONS/VEHICLESIEXPLUSIONS ADgED BY ENDORSEMENT/SPECIAL PROVISIONS E; ITB #047-02/13M - Pump Station #4 Pipe Gallery Improvements ertificate Holder as Additional Insured CERTIFICATE HOLDER I I ADDITIONAL INSURED; INSURER LETTER: CANCELLATION City of Lubbock P. 0. Box 2000 Lubbock, TX 79457 SHOULD ANY OF THE ABOVE DESCRIBED POLIC4ES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LABILITY OF ANY KIND UPO HE COMPANY, TT AUTHORIZED RE PR E TA7I D IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. .. :..:::i'• i:::i is>i%:ytEas<`::?2`i;a is iii::: )' ?.:i >i ....::...TE....M-- D ._...1.., aCORD CERTIFICATE OF UABIL& tip : r ;04/15/02 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION E. Murfee & Son ONLY AND CONFERS"NO RIGHTS UPON THE CERTIFICATE • HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 310 Texas Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Lubbock, Tx 79401 j COMPANIES AFFORDING COVERAGE i I COMPANY A Travelers Indemnity of Connecticut �IN8URED ! COMPANY Brown -McKee, Inc. ; B P O Box 3279 ' COMPANY t Lubbock, TX 79452 C i COMPANY D S; Rim THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. - —. _..._.. _ CO POLICY EFFECTIVE I POLICY EXPIRATION CO TYPE OF INSURANCE POLICY NUMBER LIMITS �ITR DATE (MM/DD/YV) DATE (MM/DD/YY) GE NERALLU181UTY i GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS - COMP/OP AGG $ CLAIMS MADE ; OCCUR ! PERSONAL & ADV INJURY $ OWNER'S & CONTRACTOR'S PROT : EACH OCCURRENCE $ FIRE DAMAGE (Any one fire) $ MED EXP (Any one person) $ AUTOMOBILE LIABILITY X ANY AUTO ' CAP965K878202 04/10/02' 04/10/03 COMBINED SINGLE LIMIT $ 100001 ALL OWNED AUTOS j AUTOS BODILY INJURY (Perperson) S BODILY INJURY (Per accident) $ lSCHEDULED X X HIRED AUTOS NON40WNEDAUTOS I - I PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN AUTO ONLY: ANY AUTO EACH ACCIDENT S AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ AGGREGATE $ UMBRELLA FORM S OTHER THAN UMBRELLA FORM WORKERS COMPENSATKIN AND I TORY UMI�TS OER I EMPLOYERS' LIABILITY EL EACH ACCIDENT $ L THEPROPRIETOR/ INCL PARTNERS/EXECUTNE EL DISEASE •POLICY LIMIT S EL DISEASE - EA EMPLOYEE S OFFICERS ARE: EXCL OTHER DESCRIPTION OF OPERATMSILOCATNHIS/VEHICLESWECIAL ITEMS E: ITB #47-02/BM - Pump Station #4 Pipe Gallery Improvements. dditional Insured in favor of the certificate holder. A �q Ir _ :..� .. i.�.:�::.:� .. ..:.. ... .. .'.:::'i:i;:ii%:::�+: :iii: ii:iii: i:Cti•i i•i?iii•::•?isii:!4:i:•iii:4iii:Jiiitr::•\:::iii:::::iii:� :::i: 1,�ZFCT7TVFD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE APR 1 6 Z00?_ EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL _l City of Lubboc I.Q_ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, P.O. BOX 2000 BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY I Lubbock, TX 79 _ y- OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTOO EPRESENTATIVE r� ORD. CERTIFICATE 4F LIABILITY INSURANCE 04 �(M p 2 PRODUM Serial 8 THIS CERTIFICATE Is ISSUED AS A MATTER OF INFORWTION NATIONAL GENERAL AGENCY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P. O. BOX 219010 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, DALIAS, TEXAS 75221 INSURERS AFFORDING COVERAGE >twau�D INsuRER A: TX WORKERS' COMP INS, FUND BROWN MCKI;E, INC. INSURER9: GREATAMERICAN INSURANCE CROUP P. 0. BOX 3279 INsURRR C: LUBBOCK, TEXAS 794S2 INSURER D. INSURER E: =l azau A:j THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INOICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 7YTY OP miRANCE POLICY N paw PIkATION UwTs I AENIRAL LIAfBLTIY EACH OCCURRENCE f CCrAMMERCLIL GENERAL LMILRY FIRE fl40ADE (Any OA nr* f CL 04 MADE [D OCCUR MED EXP (Any — p—) f PERSONAL R ADV INJURY f GENERAL AGGREGATE f GEN'L AGGREGATE LIAIT APPUPS PER_ PRODUOTS - COMP/OP AGO f 4 LOC POLICY 2 AUTOMOWLE LIABILITY L COMBINED LIMIT f ANY AUTO MSiNGLE BODILY K AW ALL OVMNED AUTOS SCHEDIAED AUTOS IOOILY INJURY f HIRED AUT03 ION OYIMED AIJTOS (Pw ) PROPERTY AIAAGE f w l / UARAGE LIABILITY AUTO ONLY - EA ACC*eNT 8 OTHER THAN EAACC f ANYAUTO f AUTO ONLY. AGO EXCESS m1ILlTY EACH OCCURRENCE S OCCUR El CLAM MADE AGGREGATE f ! DEDUCTIBLE 1 : RETENTION a WORKERS COMPsaATION AND TSF-0001 D75056 01-01-2002 01-01-2003 X TORY LB,ST A EYPLOYERS'UABILITY E.L.EACHACCIDPJIT ! 5m,000 EL. DISEASE -EA EMPLOYE f J00,000 E.L. DI8EA&E -POLICY L"T 3 sm,000 OTHiR DEDUCTIBLE $ 1,000 �B INLAND MARINE TIM9-05-02-98 01-01-2002 01-01-2003 PER OCCURRENCE $2,500,000 l RISK PER LOCATION S2,5OQ000 DESCRIPTION OP OPERATIONSILOG110N&WHICL11MUCLUSMBADM MY ENDORSEMENTAPECIAL PROVISIO E _i i RE: ITB #47-02/BM - PUMP STATION #4 PIPE GALLERY IMPROVEMENTS TE CITY OF LUBBOCK P. 0. BOX 2000 Ii LUBBOCK. TEXAS 79457 ACORD 25-3 (7197) C�"PROICERTPRO&.WEII I DHOULD ANY OF THE ABOVE DE>lCCJtldSED POLICES BE CANCEL LW BEFORE THE ExPIRATION DATE THEREOF. THE MOUINO INSURER NAIL SMEAVUR TO MAIL .. 10 DAYS WRITTEII NOTICE 10 THE CERTIFICATE HOLDER NAMED TO TH[ LPJM. BUT PAILLM TO DO So SHALL IMPObtE NO O"ATION OR UAELf Y OF ANY KIND UPON THE INfstIR6i ITS AGENTS OR pjepmENTA AurHORIZED �:�M aP buRA►Nc! AGENCY _ ERY L. ANTHONY aACOR:D CORPORATION 1988 IMPORTANT If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). If SUBROGATION 1S WA1VSD.'subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse aide of this form does not constitute a contract between the issuing Insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon, 7 , 1 . } ACORD 23-S (7f97) CERTIFICATE OF INSURANCE TO: CITY OF LUBBOCK DATE: P.O. BOX 2000 LUBBOCK, TX 79457 TYPE OF PROJECT: THIS IS TO CERTIFY THAT (Name and Address of Insured) is, at the date of this certificate, insured by this Company with respect to the business operations hereinafter described, for the typed of insurance and in accordance with the provisions of the standard policies used by this company, the further hereinafter described. Exceptions to standard policy noted hereon. TYPE OF INSURANCE POLICY NUMBER EFFECTIVE EFFECTIVE LIMITS DATE DATE GENERAL LIABILITY Commercial General Liability General Aggregate $ ❑ Claims Made Products-Comp/Op AGG $ ❑ Occurrence Personal & Adv. Injury $ ❑ Owner's $ Contractors Protectivi Each Occurrence $ ❑ Fire Damage (Any one Fire) Med Exp (Any one Person) AUTOMOTIVE LIABILITY - ❑ Any Auto Combined Single Limit $ ❑ All Owned Autos Bodily Injury (Per Person) $ ❑ Scheduled Autos Bodily Injury (Per Accident) ❑ Hired Autos Property Damage $ ❑ Non -Owned Autos GARAGE LIABILITY ❑ Any Auto ❑ Auto Only - Each Accident $ Other than Auto Only: Each Accident $ Aggregate $ ❑ BUILDER'S RISK Cl 100% of the Total Contract Price $ ❑ INSTALLATION FLOATER $ EXCESS LIABILITY ❑ Umbrella Form Each Occurrence $ Aggregate $ ❑ Other Than Umbrella Form $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY The Proprietor/ ❑ Included Statutory Limits Partners/Executive ❑ Excluded Each Accident $ Officers are: Disease Policy Limit $ Disease -Each Employee $ OTHER The above policies either in the body thereof or by appropriate endorsement provide that they, may not be changed or canceled by the insurer in less than the legal time required after the insured has received written notice of such change or cancellation, or in case there is no legal requirement, in less than five days in advance of cancellation. FIVE COPIES OF THE CERTIFICATE OF INSURANCE MUST BE SENT TO THE CITY OF LUBBOCK (Name onsurer By: Title: 1 CONTRACTOR CHECKLIST A CONTRACTOR SHALL: (1) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; (2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project; (4) obtain from each person providing services on a project, and provide to the governmental entity: (A) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (B) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (6) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (7) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Act or other commission rules. This notice must be printed in at least 19-point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: 2 REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must (see j reverse) be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering j equipment and materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at (512)440- 3789 to receive information on the legal requirement for coverage, to Verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." and r (8) contractually require each person with whom it contracts to provide services on a project, to: (A) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; (B) provide a certificate of coverage to the contractor prior to that person beginning work on the project; (C) include in all contracts to provide services on the project the language in subsection (e) (3) of this rule; (D) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (E) obtain from each other person with whom it contracts, and provide to the contractor: (i) a certificate of coverage, prior to the other person beginning work on the project; and (ii) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (F) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (G) notify the governmental entity in writing by certified mail or personal delivery, within (ten)10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (H) contractually require each other person with whom it contracts, to perform as required by paragraphs (A) - (H), with the certificate of coverage to be provided to the person for whom they are providing services.0 3 No Text CONTRACT STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this I Ith day of April. 2002 by and between the City of Lubbock, County of Lubbock, State of Texas, acting by and through the Mayor, City of Lubbock, thereunto authorized to do so, hereinafter referred to as OWNER, and BROWN-MCKEE, INC. of the CITY OF LUBBOCK, COUNTY OF LUBBOCK and the STATE OF TEXAS hereinafter termed CONTRACTOR. W ITNESSETH: That for and inconsideration of the payments and agreements hereinafter mentioned, to be made and performed by the OWNER and under the conditions expressed in the bond bearing even date herewith (if any) the CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements described as follows: BID #047-02/6M - PUMP STATION #4 PIPE GALLERY IMPROVEMENTS - $340,000.00 and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or their) own proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction in accordance with the contract documents as defined in the General Condition of Agreement. The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have been given to him and to substantially complete same within the time specified in the contract documents. The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with the bid submitted therefore, subject to additions and deductions, as provided in the contract documents and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County, Texas in the year and day first above written. ATTEST: Ci Secretary APPROVED AS TC ENT: Owner' entative APPROVED AS TO FORM: City Attorney CITY US CK, T S ( ER) MAYOR CONTRACTOR: BROWN-MCKEE, INC. By: PRINTED NAME: / 1140- / • Vle5 TITLE: }�IWw;'0'6A1% COMPLETE ADDRESS: Brown -McKee, Inc. 906 East Slaton Road Lubbock,Texas 79404 GENERAL CONDITIONS OF THE AGREEMENT GENERAL CONDITIONS OF THE AGREEMENT OWNER Whenever the word Owner, or First Party, are used in this contract, it shall be understood as referring to the City of Lubbock, Texas. 2. CONTRACTOR j Whenever the word Contractor, or Second Party, is used, it shall be understood to mean the person, persons, co- partnership or corporation, to wit BROWN-MCKEE. INC. who has agreed to perform the work embraced in this contract, or their legal representative. i J 3. OWNER'S REPRESENTATIVE Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as referring to, City of Lubbock, or its representative GARY ESSARY, WATER UTILITIES OPERATIONS COORDINATOR, so designated who will inspect constructions; or to such other representatives, supervisors, architects, engineers, or inspectors as may be authorized by said Owner to act in any particular under this j agreement. Engineers, supervisors or inspectors will act for the Owner under the direction of Owner's j Representative, but shall not directly supervise the Contractor or persons acting on behalf of the Contractor. 4. CONTRACT DOCUMENTS The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Bid, Signed Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the Agreement (if any), Specifications, Plans, Insurance Certificate, and all other documents made available to Bidder for inspection in accordance with the Notice to Bidders. The above described materials are sometimes referred to herein as the "contract" or "contract documents". s 5. INTERPRETATION OF PHRASES Whenever the words "Directed," "Permitted," "Designated," "Required," "Considered Necessary," "Prescribed," or words of like import are used, it shall be understood that the direction, requirement, permission, order, designation i or prescription of the Owner's Representative is intended; and similarly, the words "Approved," "Acceptable," "Satisfactory," or words of like import shall mean approved by or acceptable or satisfactory to the Owner's 21 Representative. 6. SUBCONTRACTOR j The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for performance of work on the project contemplated by these contract documents. Owner shall have no responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated y by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due ( Subcontractor. 7. WRITTEN NOTICE Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last business address known to the party who gives the notice. 8. CONTRACTOR'S RESPONSIBILITIES 4' Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance, and all water, light, power, fuel, transportation and all other facilities necessary for the execution and completion of the work covered by the contract documents. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known, technical or trade meaning shall be held to refer such recognized standards. All work shall be done and all materials furnished in strict conformity with the contract documents. 9. SUBSTANTIALLY COMPLETED The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor miscellaneous work and adjustment. 10. LAYOUT Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative will check the Contractor's layout of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications. 11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE The Contractor shall be furnished copies of all Plans and Specifications without expense to Contractor and Contractor shall keep one copy of same consistently accessible on the job site. 12. RIGHT OF ENTRY The Owner's Representative may make periodic visits to the site to observe the progress or quality of the executed work and to determine, in general, if the work is proceeding in accordance with the contract documents. Owner's Representative will not be required to make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will Owner's Representative be responsible for the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. Notwithstanding the Owner's Representative's rights of entry hereunder, the Owner's Representative will not be responsible for the Contractor's failure to perform the work in accordance with the Contract Documents. 13. LINES AND GRADES All lines and grades shall be furnished by the Owner's Representative whenever Owner's Representative deems said lines and grades are necessary for the commencement of the work contemplated by these contract documents or the completion of the work contemplated by these contract documents. Whenever necessary, Contractor shall suspend its work in order to permit Owner's Representative to comply with this requirement, but such suspension will be as brief as practical and Contractor shall be allowed no extra compensation therefore. The Contractor shall give the Owner's Representative ample notice of the time and place where lines and grades will be needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless destruction or removal by Contractor, its Subcontractors, or its employees, such stakes, marks, etc., shall be replaced by the Owner's Representative at Contractor's expense. 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative has the authority to review all work included herein. The Owner's Representative has the authority to stop the work whenever such stoppage may be necessary to ensure the proper execution of the contract. The Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work which are to be paid for under the contract documents, and shall determine all questions in relation to said work and the construction thereof, and shall, in all cases, decide every question which may arise relative to the execution of this contract on the part of said Contractor. The decision of the Owner's Representative shall be conclusive in the absence of written objection to same delivered to Owner's Representative within fifteen (15) calendar days of any decision or direction by Owner's Representative. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 15. SUPERINTENDENCE AND INSPECTION It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from time to time such subordinate engineers, supervisors, or inspectors as the said Owner's Representative may deem proper to inspect the materials furnished and the work done under this Agreement, and to see that said material is furnished and said work is done in accordance with the specifications therefore. The Contractor shall furnish all reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the proper inspection and examination of the work. The Contractor shall regard and obey the directions and instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and instructions are consistent with the obligations of this Agreement and accompanying plans and specifications provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or inspector, the Contractor may within fifteen (15) calendar days make written appeal to the Owner's Representative for its decision. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 16. CONTRACTOR'S DUTY AND SUPERINTENDENCE The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to Owner's Representative. The superintendent shall represent the Contractor in its absence and all directions given to superintendent shall be binding as if given to the Contractor. It is expressly agreed that adequate supervision by competent and reasonable representatives of the Contractor is essential to the proper performance of the work and lack of such supervision shall be grounds for suspending operations of the Contractor. The work, from its commencement to completion, shall be under the exclusive charge and control of the Contractor and all risk in connection therewith shall be borne by the Contractor. The Owner or Owner's Representatives shall not be responsible for the acts or omissions of the Contractor, or any subcontractors, or any of Contractor's agents or employees, or any other persons performing any of the work. 17. CONTRACTOR'S UNDERSTANDING It is understood and agreed that the Contractor has, by careful examination, satisfied itself as to the nature and location of the work, the confirmation of the ground, the character, quality and quantity of materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, and the general and local conditions, and all other matters which in any way affect the work under the contract documents. No oral agreement or conversation with any officer, agent, or employee of the Owner, or Owner's Representative either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained. Subject to the rights of Owner as set forth in Paragraph 23 hereof, all modifications and/or amendments to the contract documents, shall be in writing, and executed by Owner's Representative and Contractor. Unless otherwise specified herein, all loss, expense or damage to Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance and the prosecution of the work, shall be sustained and borne by the Contractor at its own cost and expense. 18. CHARACTER OF WORKERS The Contractor agrees to employ only orderly and competent workers, skillful in the performance in the type of work required under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform Contractor in writing that any man or men on the work, are, in Owner's Representative's sole opinion, incompetent, unfaithful, disorderly, or otherwise unacceptable to Owner or Owner's Representative, such man or men shall be discharged from the work and shall not again be employed on the work without the Owner's Representative's written consent. 19. CONSTRUCTION PLANT The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is also understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of any materials, tools, equipment or machinery or any part of the work until it is finally completed and accepted. The building of structures for the housing of men or equipment will be permitted only at such places as the Owner's Representative shall consent or direct, and the sanitary conditions of the grounds in or about such structure shall at all times be maintained in a manner satisfactory to the Owner's Representative. 20. SANITATION Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall be approved by the Owner's Representative and their use shall be strictly enforced. 21. OBSERVATION AND TESTING The Owner or Owner's Representative shall have the right at all times to observe and test the work. Contractor shall make necessary arrangements and provide proper facilities and access for such observation and testing at any location wherever such work is in preparation or progress. Contractor shall ascertain the scope of any observation that may be contemplated by Owner or Owner's Representative and shall give ample notice as to the time each part of the work will be ready for such observation. Owner or Owner's Representative may reject any such work found to be defective or not in accordance with the contract documents, regardless of the stage of its completion or the time or place of discovery of such errors and regardless of whether Owner's Representative has previously accepted the work through oversight or otherwise. If any such work should be covered without approval or consent of the Owner, it must, if requested by Owner or Owner's Representative, be uncovered for examination at Contractor's expense. In the event that any part of the work is being fabricated or manufactured at a location where it is not convenient for Owner or Owner's Representative to make observations of such work or require testing of said work, then in such event Owner or Owner's Representative may require Contractor to furnish Owner or Owner's Representative certificates of inspection, testing or approval made by persons competent to perform such tasks at the location where that part of the work is being manufactured or fabricated. All such tests will be in accordance with the methods prescribed by the American Society for Testing and Materials or such other applicable organization as may be required by law or the contract documents. If any such work which is required to be inspected, tested, or approved is covered up without written approval or consent of the Owner or Owner's Representative, it must, if requested by the Owner or Owner's Representative, be uncovered for observation and testing at the Contractor's expense. The cost of all such inspections, tests and approvals shall be borne by the Contractor unless otherwise provided herein. Any work which fails to meet the requirements of any such tests, inspections or approvals, and any work which meets the requirements of any such tests or approvals but does not meet the requirements of the contract documents shall be considered defective, and shall be corrected at the Contractor's expense. Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner, Owner's Representative, or other persons authorized under the contract documents to make such inspections, tests, or approvals shall relieve the Contractor from its obligation to perform the work in accordance with the requirements of the contract documents. 22. DEFECTS AND THEIR REMEDIES It is expressly agreed that if the work or any part thereof, or any material brought on the site of the work for use in the work or selected for the same, shall be deemed by the Owner or Owner's Representative as unsuitable or not in conformity with plans, specifications and/or contract documents, the Contractor shall, after receipt of written notice thereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with the contract documents. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at Contractor's expense. 4 23. CHANGES AND ALTERATIONS The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the line, grade, form dimensions, plans or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this contract and the accompanying bond. If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for damages, or anticipated profits on the work that may be dispensed with. If they increase the amount of work, and the increased work can fairly be classified under the specifications, such increase shall be paid according to the quantity actually done and at the unit price established for such work under this contract; otherwise such additional work shall be paid for as provided under Extra Work. In case the Owner shall make such changes or alterations as shall make useless any work already done or material already furnished or used in said work, then the Owner shall recompense the Contractor for any material or labor so used, and for actual expenses incurred in preparation for the work as originally planned. 24. EXTRA WORK The term "extra work" as used in this contract shall be understood to mean and include all work that may be required by the Owner or Owner's Representative to be done by the Contractor to accomplish any change, alteration or addition to the work as shown on the plans and specifications or contract documents and not covered by Contractor's bid, except as provided under Changes and Alterations herein. It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative when presented with a written work order signed by the Owner's Representative; subject, however, to the right of the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the compensation to be paid to the Contractor for performing said extra work shall be determined by the following methods: Method (A) - By agreed unit prices; or Method (B) - By agreed lump sum; or Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is commenced, then the Contractor shall be paid the lesser of the following: (1) actual field cost of the extra work, plus fifteen (15%) percent; or (2) the amount that would have been charged by a reasonable and prudent Contractor as a reasonable and necessary cost for performance of the extra work. In the event said extra work be performed and paid for under Method (C)(1), then the provisions of this paragraph shall apply and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen, timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used on such extra work, plus actual transportation charges necessarily incurred, j together with all expenses incurred directly on account of such extra work, including Social Security, Old Age 1 Benefits, Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation and all other insurances as may be required by law or ordinances or directed by the Owner or Owner's Representative, or by s them agreed to. Owner's Representative may direct the form in which accounts of the actual field cost shall be Jkept and records of these accounts shall be made available to the Owner's Representative. The Owner's Representative may also specify in writing, before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the Contractor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using 100%, unless otherwise specified, of the latest Schedule of Equipment and Ownership Expenses adopted by the Associated General Contractors of America. Where practical, the terms and prices for 1 the use of machinery and equipment shall be incorporated in the written extra work order. The fifteen percent �I (15%) of the actual field cost to be paid to Contractor shall cover and compensate Contractor for its profit, overhead, general superintendence and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein defined, save that where the Contractor's Camp or Field Office j must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall y be included in the "actual field cost." No claim for extra work of any kind will be allowed unless ordered in writing by Owner's Representative. In case any orders or instructions appear to the Contractor to involve extra work for which Contractor should receive compensation or an adjustment in the construction time, Contractor shall prior to commencement of such extra work, make written request to the Owner's Representative for a written order authorizing such extra work. Should a difference of opinion arise as to what does or does not constitute extra work or as to the payment therefore, and the Owner's Representative insists upon its performance, the Contractor shall proceed with the work after making written request for written order and shall keep adequate and accurate account of the actual field cost thereof, as provided under Method (C)(1). If Contractor does not notify Owner's Representative before the commencement of any extra work, any claim for payment due to alleged extra work shall be deemed waived. 25. DISCREPANCIES AND OMISSIONS It is further agreed that it is the intent of the contract documents that all work described in the bid, the specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that such price shall include all appurtenances necessary to complete the work in accordance with the intent of these contract documents as interpreted by Owner's Representative. Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Owners' Representative and a clarification obtained before the bids are received, and if no such notice is received by the Owner's Representative prior to the opening of bids, then it shall be deemed that the Contractor fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If Contractor does not notify Owner's Representative before bidding of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must be submitted no later than five (5) calendar days prior to the opening of bids. 26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of work with the rate of progress required under this contract, the Owner or Owner's Representative may order the Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall comply with such order. If, at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the Contractor shall, if so ordered in writing, increase its force or equipment, or both, to such an extent as to give reasonable assurance of compliance with the schedule of progress. 27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC AND GENERAL INDEMNITY The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workers' Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable precaution for the safety of employees and others on or near the work and shall comply with all applicable provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The Contractor, its sureties and insurance carriers shall defend, indemnify and hold harmless the Owner and all of its officers, agents and employees against any all losses, costs, damages, expenses, liabilities, claims and/or causes of action, whether known or unknown, fixed, actual, accrued or contingent, liquidated or unliquidated, including, but not limited to, attorneys' fees and expenses, in connection with, incident to, related to, or arising out of, the Contractor's or any subcontractor's, agent's or employee's, in any manner whatsoever, omission, execution and/or supervision of this contract, and the project which is the subject matter of this contract. The safety precautions taken shall be the sole responsibility of the Contractor, in its sole discretion as an Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses, are intended as reminders to the Contractor of its duty and shall not be construed as any assumption of duty to supervise safety precautions by either the Contractor or any of its subcontractors. 28. CONTRACTOR'S INSURANCE The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be fumished to the City and written notice of cancellation or any material change will be provided ten (10) calendar days in advance of cancellation or change. All policies of insurance, required herein, including policies of insurance required to be provided by Contractor and a, its subcontractors, shall contain a waiver of any and all of the insurer's or payor's, in the event of self-insurance, rights to subrogation that any such insurer or payor, in the event of self-insurance, may acquire by virtue of payment of any loss under such insurance or self-insurance. All certificates of insurance submitted to the City in conformity with the provisions hereof shall establish such waiver. The Contractor shall procure and carry at its sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be submitted prior to contract execution. The insurance certificates furnished shall name the City of Lubbock as an additional insured. Said insurance certificate shall also name all subcontractors as additional insureds or in the alternative, said insurance certificate shall be accompanied by a written statement from the Contractor stating to the effect that no work on this particular project shall be subcontracted. A. General Liability Insurance The contractor shall have Comprehensive General Liability Insurance with limits of $1,000,000.00 Combined Single Limit in the aggregate and per occurrence to include: Premises and Operations Explosion & Collapse Hazard Underground Damage Hazard Products & Completed Operations Hazard Contractual Liability Independent Contractors Coverage Personal Injury Advertising Injury B. Owner's and Contractor's Protective Liability Insurance. For bodily injuries, including accidental death and or property damage, $0.00 Combined Single Limit. This policy shall be submitted prior to contract execution. C. Comprehensive Automobile Liability Insurance The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than; Bodily Injury/Property Damage, $500,000.00 Combined Single Limit, to include all owned and non -owned cars including: Employers Non -ownership Liability Hired and Non -owned Vehicles. The City is to be named as an additional insured on this policy for this specific job and copy of the endorsement doing so is to be attached to the Certificate of Insurance. D. Builder's Risk Insurance/installation Floater Insurance. The Contractor shall obtain a Builder's Risk policy in the amount of 0% of the total contract price (100% of potential loss) naming the City of Lubbock as insured. E. Umbrella Liability Insurance The Contractor shall have Umbrella Liability Insurance in the amount of LQ..00 on all contracts with coverage to correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverages. F. Worker's Compensation and Employers Liability Insurance Worker's Compensation Insurance covering all employees whether employed by the Contractor or any Subcontractor on the job with Employers Liability of at least $500,000.00. 1. Definitions: Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC- 83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in Section 0406.096, Texas Labor Code) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner - operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. 2. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 4. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. 5. The Contractor shall obtain from each person providing services on the project, and provide to the governmental entity: (a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (b) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 6 The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 7. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. 8. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. 9. The Contractor shall contractually require each person with whom it contracts to provide services on the project, to: (a) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (d) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts to perform as required by paragraphs (a) - (g), with the certificates of coverage to be provided to the person for whom they are providing services. f 10. By signing this contract or providing or causing to be provided a certificate of coverage, the J Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the cmamission's Division of Self -Insurance G: Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. 11. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. Proof of Coverage Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for approval five Certificates of Insurance covering each insurance policy carried and offered as evidence of compliance with the above insurance requirements, signed by an authorized representative of the insurance company setting forth: (1) The name and address of the insured. (2) The location of the operations to which the insurance applies. (3) The name of the policy and type or types of insurance in force thereunder on the date bome by such certificate. (4) The expiration date of the policy and the limit or limits of liability thereunder on the date bome by such certificate. (5) A provision that the policy maybe canceled only by mailing written notice to the named insured at the address shown in the bid specifications. (6) A provision that written notice shall be given to the City ten days prior to any change in or cancellation of the policies shown on the certificate. (7) The certificate or certificates shall be on the form (or identical copies thereof) contained in the job specifications. No substitute of nor amendment thereto will be acceptable. (8) If policy limits are paid, new policy must be secured for new coverage to complete project. (9) A Contractor shall: (a) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; (b) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (c) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project; (d) obtain from each person providing services on a project, and provide to the governmental entity: (i) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (ii) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; 10 (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (g) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE 'The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee.' 'Call the Texas Workers' Compensation Commission at 512(440-3789 to receive information of the legal requirements for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage, w and (h) contractually require each person with whom it contracts to provide services on a project, to: (i) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; (ii) provide a certificate of coverage to the Contractor prior to that person beginning work on the project; (iii) include in all contracts to provide services on the project the following language: "By signing this contract or providing or causing to be provided a certificate of coverage, the person signing this contract is representing to the governmental entity that all employees of the person signing this contract who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reprinting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate Insurance carrier or, in the case of a self -insured, with the commission's Division of Self-insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions."; (iv) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (v) obtain from each other person with whom it contracts, and provide to the Contractor: 11 (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (vi) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (vii) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (viii) contractually require each other person with whom it contracts, to perform as required by paragraphs (1)4viii), with the certificate of coverage to be provided to the person for whom they are providing services. 29. DISABLED EMPLOYEES Contractors having more than fifteen (15) employees agree to comply with the Americans with Disabilities Act of 1990, and agree not to discriminate against a qualified individual with a disability because of the disability of such individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee compensation, job training, and other terms, conditions, and privileges of employment. 30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERIALMEN AND FURNISHERS OF MACHINERY, EQUIPMENT AND SUPPLIES Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees that it will indemnify and save the Owner and all of its officers, agents and employees, harmless against any and all claims, liabilities, losses, damages, expenses and causes of action arising out of, in any way, manner or form, the demands of subcontractors, laborers, workmen, mechanics, materialmen and furnishers of machinery and parts thereof, equipment, power tools, and supplies, incurred in the performance of this contract and the project which is the subject matter of this contract. When Owner so desires, the Contractor shall furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or waived. If during the progress of the work, Contractor shall allow any indebtedness to accrue for work furnished by any of those designated in the preceding paragraph and shall fail to pay and discharge any such indebtedness within five (5) days after demand is made, then Owner may, during the period for which such indebtedness shall remain unpaid, in addition to any statutory retainage rights it may have, withhold from the unpaid portion of this contract, a sum equal to the amount of such unpaid indebtedness or may apply the sum so withheld to discharge any such indebtedness. 31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION The Contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the Patentee or owner thereof. Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the Owner, and all of its officers, agents and employees harmless from any loss on account thereof, except that Owner shall defend all such suits and claims and shall be responsible for all such loss when a particular design, device, material or process or the product of a particular manufacturer or manufacturers is specified or required in these contract documents by Owner; provided, however, if choice of alternate design, device, material or process is allowed to the Contractor, then Contractor shall indemnify and save Owner, and all of its officers, agents and employees harmless from any loss on account thereof. Notwithstanding anything herein to the contrary, if the material or process specified or required by Owner and/or this contract is an infringement, the 12 Contractor shall be responsible for such loss unless it gives written notice of such infringement to the Owner's Representative prior to bidding. 32. LAWS AND ORDINANCES The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and regulations, which in any manner affect the contract or the work, and without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, Contractor shall indemnify and save harmless the Owner, and all of its officers, agents, and employees against any claims arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor, its employees, or subcontractors. If the Contractor observes that the plans and specifications are at variance therewith, he shall notify the Owner's Representative in writing prior to bidding and any necessary changes shall be adjusted as provided in the contract for changes in the work. In the absence of timely written notification to Owner's Representative of such variance or variances within said time, any objection and/or assertion that the plans and specifications are at variance with any federal, state or local laws, ordinances or regulations shall be deemed waived. If the Contractor, its employees or subcontractors perform any work contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner's Representative, Contractor shall bear all costs arising therefrom. The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar as the same regulates the objects for which, or the manner in which, or the conditions under which the Owner may enter into contracts, shall be controlling, and shall be considered as part of this contract to the same effect as though embodied herein. 33. SUBCONTRACTING The Contractor agrees that it will retain personal control and will give its personal attention to the fulfillment of this contract. The Contractor further agrees that subletting of any portion or feature of the work, or materials required in the performance of this contract, shall not relieve the Contractor from its full obligations to the Owner, as provided by the contract documents. 34. TIME FOR SUBSTANTIAL COMPLETION AND LIQUIDATED DAMAGES It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of beginning and time for completion as specified in the contract documents, of work to be done hereunder are essential conditions of this contract; and it is further mutually understood and agreed that the work embraced in this contract shall be commenced as provided in the contract documents. If the Contractor should neglect, fail, or refuse to substantially complete the work within the time herein specked, then the Contractor does hereby agree as part of the consideration for the awarding of this contract, the Owner may withhold permanently from Contractor's total compensation, the sum of$500.00 (FIVE HUNDRED) PER DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each and every working day that the Contractor shall be in default after the time stipulated for substantially completing the work. It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the substantial completion of the work described herein is reasonable time for the completion of the same, taking into consideration the average climatic range and conditions and usual industrial conditions prevailing in this locality. The amount is fixed and agreed upon by and between the Contractor and the Owner because the actual damages the Owner would sustain in such event would be difficult and/or impossible to estimate, however, the amount agreed upon herein is a reasonable forecast of the amount necessary to render just compensation to Owner, and is expressly agreed to be not disproportionate to actual damages as measured at time of breach. j IT IS FURTHER AGREED AND UNDERSTOOD BETWEEN THE CONTRACTOR AND OWNER THAT TIME IS OF THE ESSENCE OF THIS CONTRACT. 13 35. TIME AND ORDER OF COMPLETION It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall be allowed to prosecute its work at such time and sessions, in such order of precedence, and in such manner as shall be most conductive to economy of construction; provided, however, that the order and time of prosecution shall be such that the work shall be substantially completed as a whole and in part, in accordance with this contract, the plans and specifications, and within the time of completion designated in the bid; provided, also, that when the Owner is having other work done, either by contract or by its own force, the Owner's Representative may direct the time and manner of constructing work done under this contract so that conflicts will be avoided and the construction of the various works being done for the Owner shall be harmonized. The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative, schedules which shall show the order in which the Contractor intends to carry on the work, with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts. 36. TIME OF PERFORMANCE The Contractor agrees that it has submitted its bid in full recognition of the time required for the completion of this project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and has considered the liquidated damage provisions of paragraph 34 hereinabove set forth and expressly agrees that it shall not be entitled to, nor will it request, an extension of time on this contract, except when its work has been delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors employed by the Owner, or by changes ordered in the work, or by strike, walkouts, acts of God or the public enemy, fire or flood. Any request for extension shall be in writing with the written request for same setting forth all justifications, in detail, for the request, and submitted to Owner's Representative within twenty (20) calendar days of the occurrence of the event causing said delay. A failure by Owner's Representative to affirmatively grant the extension no later than twenty (20) calendar days of written submission by Contractor shall be deemed a denial, and final. Further, in the absence of timely written notification of such delay and request for extension, as provided herein, any request for extension by Contractor shall be deemed waived. 37. HINDRANCE AND DELAYS In executing the contract, the Contractor agrees that in undertaking to complete the work within the time herein fixed, Contractor has taken into consideration and made allowances for all hindrances and delays incident to such work, whether growing out of delays due to unusual and unanticipated circumstances, difficulties or delays in securing material or workmen, or any other cause or occurrence. No charge shall be made by the Contractor for hindrance or delays from any cause during the progress of any part of the work embraced in this contract except where the work is stopped by order of the Owner or Owner's Representative for the Owner's convenience, in which event, such expense as in the sole judgment of the Owner's Representative that is caused by such stoppage shall be paid by Owner to Contractor. 38. QUANTITIES AND MEASUREMENTS No extra or customary measurements of any kind will be allowed, but the actual measured or computed length, area, solid contents, number and weight only shall be considered, unless otherwise specifically provided. In the event this contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the specifications, plans and other contract documents are intended to show clearly all work to be done and material to be famished hereunder. Where the estimated quantities are shown, and only when same are expressly stated to be estimates, for the various classes of work to be done and material to be furnished under this contract, they are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing their bids offered for the work. In the event the amount of work to be done and materials to be furnished are expressly stated to be estimated, and only when same are expressly stated to be estimated, it is understood and agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ somewhat from these estimates, and that where the basis for payment under this contract is the unit price method, payment shall be for the actual amount of work done and materials furnished on the project. 14 39. PROTECTION OF ADJOINING PROPERTY The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, which may be injured or seriously affected by any process of construction to be undertaken under this agreement, from any damage or injury by reason of said process of construction; and Contractor shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. Without limiting, in any way, manner and form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees to indemnify, save and hold harmless the Owner, and any of its officers, agents and employees, against any and all claims or damages due to any injury to any adjacent or adjoining property, related to, arising from or growing out of the performance of this contract. 40. PRICE FOR WORK j In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work by the Contractor, and on the delivery of all materials embraced in this contract in full conformity with the specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the bid proposal attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to receive such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all expenses incurred by Contractor and for well and truly performing the same and the whole thereof in the manner "-t and according to this agreement, the attached specifications, plans, contract documents and requirements of 1 Owner's Representative. 41. PAYMENTS No payments made or certificates given shall be considered as conclusive evidence of the performance of the contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of defective work. Contractor shall at any time requested during the progress of the work furnish the Owner or Owner's Representative with a verifying certificate showing the Contractor's total outstanding indebtedness in connection with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by Contractor of final payment of the contract price shall constitute a waiver of all claims against Owner, Owner's agents and employees, which have not theretofore been timely filed as provided in this contract. 42. PARTIAL PAYMENTS On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for partial payment or, if the Contractor does not submit such application, the Owner's Representative shall determine the amount to be partially paid. Owner's Representative shall review said application for partial payment if submitted, and the progress of the work made by the Contractor and if found to be in order, shall prepare a certificate for partial payment showing as completely as practical the total value of the work done by the Contractor up to and including the last day of the preceding month. The determination of the partial payment by the Owner's Representative shall be in accordance with Paragraph 14 hereof. The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the Owner's Representative's Certificate of Partial Payment, less 5% of the amount thereof, which 5% shall be retained until final payment, and further, less all previous payments and all further sums that may be retained by Owner under the terms of the contract documents. Any partial payment made hereunder shall not constitute a waiver by the Owner of any and all other rights to enforce the express terms of the contract documents, and all remedies provided therein, as to any and all work performed, to be performed and/or materials delivered hereunder, including, but limited to, work to which said partial payment is attributable. 43. SUBSTANTIAL COMPLETION Contractor shall give Owner's Representative written notice of substantial completion. Within thirty-one (31) working days after the Contractor has given the Owner's Representative written notice that the work has been 15 substantially completed, the Owner's Representative and/or the Owner shall inspect the work and within said time, if the work be found to be substantially completed in accordance with the contract documents, the Owner's Representative shall issue to the Owner and Contractor a certificate of substantial completion. Notwithstanding the issuance of a certificate of substantial completion, Contractor shall proceed with diligence to finally complete the work within the time provided in this contract. 44. FINAL COMPLETION AND PAYMENT The Contractor shall give written notice to Owner's Representative of final completion. Upon written notice of final completion, the Owner's Representative shall proceed to make final measurement to determine whether final completion has occurred. If the Owner's Representative determines final completion has occurred, Owner's Representative shall so certify to the Owner. Upon certification by Owner's Representative of final completion, Owner shall pay to the Contractor on or before the 31 st working day after the date of certification of final completion, the balance due Contractor under the terms of this agreement. Neither the certification of final completion nor the final payment, nor any provisions in the contract documents shall relieve the Contractor of the obligation for fulfillment of any warranty which may be required in the contract documents and/or any warranty or warranties implied by law or otherwise. 45. CORRECTION OF WORK Contractor shall promptly remove from Owner's premises all materials condemned by the Owner's Representative on account of failure to conform to the contract documents, whether actually incorporated in the work or not, and Contractor shall at its own expense promptly replace such condemned materials with other materials conforming to the requirements of the contract documents. Contractor shall also bear the expense of restoring all work of other contractors damaged by any such removal or replacement. If Contractor does not remove and replace any such condemned work within a reasonable time after a written notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense. Neither the final payment, nor certification of final completion or substantial completion, nor any provision in the contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship, and Contractor shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which shall appear within a period of one (1) year from the date of certification of final completion by Owner's Representative. 46. PAYMENT WITHHELD The Owner or Owner's Representative may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any certification to such extent as may be necessary to protect itself from loss on account of: (a) Defective work not remedied and/or work not performed. (b) Claims filed or reasonable evidence indicating possible filing of claims. (c) Failure of the Contractor to make payments promptly to subcontractors or for materials or labor. (d) Damage to another contractor. When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, in the amount withheld, payment shall be made for amounts withheld because of them. 47. CLAIM OR DISPUTE It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in writing and filed with the Owner's Representative within fifteen (15) calendar days after the Owner's Representative has given any direction, order or instruction to which the Contractor desires to take exception. Timely written notice of dispute as provided in this contract of any decision by Owner's Representative or Owner shall be a condition precedent to the bringing and/or assertion of any action or claim by Contractor of any right under this Contract. If the matters set forth in the notice of dispute are not granted or otherwise responded to by Owner's Representative within fifteen (15) calendar days of receipt of notice of dispute by Owner's Representative, said objections shall be deemed denied. Any decision by the Owner's Representative, or deemed denial by the Owner's Representative, shall be final and conclusive in the absence of fraud. It is further agreed that the 16 acceptance by the Contractor of the final payment shall be a bar to any and all claims of the Contractor, and constitute a waiver of the right to assert any claim against Owner, Owner's agents and employees and Owner's Representative, by Contractor. 48. NON-COMPLIANCE AND/OR ABANDONMENT BY CONTRACTOR In case the Contractor should (1) abandon and fail or refuse to resume work within fifteen (15) calendar days after written notification from the Owner or the Owner's Representative, or (2) if the Contractor fails to comply with the written orders of the Owner's Representative, when such orders are consistent with this contract, then the Surety on the bond shall be notified in writing and directed to complete the work and a copy of said notice shall be delivered to the Contractor. In the event a bond is not required by law, or otherwise obtained by the Contractor, no further notice of such non-compliance to Contractor shall be required. After receiving said notice of abandonment or non-compliance , the Contractor shall not remove from the work any machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment under the contract for work, may be held for use on the work by the Owner or the Surety of the Contractor, or another contractor, in completion of the work; and the Contractor shall not receive any rental or credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for under paragraph 24 of this contract); it being understood that the use of such equipment and materials will ultimately reduce the cost to complete the work and be reflected in the final settlement. In the event the Contractor, or Surety, whichever is applicable, should fail to commence compliance with the notice hereinbefore provided within ten (10) calendar days after service of such notice, and/or shall fail to proceed with diligence to complete the project as contemplated and in compliance with all terms and provisions of the contract documents, then the Owner may exercise any and all remedies available to it pursuant to law, contract, equity or otherwise, including, but not limited to, providing for completion of the work in either of the following elective manners: (a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and. supplies as said Owner may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said Contractor, and the expense so charged shall be deducted and paid by the Owner out of such moneys as may be due, or that may thereafter at any time become due to the Contractor under and by virtue of this Agreement. In case such expense is less than the sum which would have been payable under this contract, if the same had been completed by the Contractor, then said Contractor shall receive the difference. In case such expense is greater than the sum which would have been payable under this contract, if the same had been completed by said Contractor, then the Contractor and/or its Surety shall pay the amount of such excess to the Owner; or (b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper having a general circulation in the County of location of the work, may let the contract for the completion of the work under substantially the same terms and conditions which are provided in this contract. In case of any increase in cost to the Owner under the new contract as compared to what would have been the cost under this contract, such increase shall be charged to the Contractor and the Surety shall be and remain bound therefore. Should the cost to complete any such new contract prove to be less than that which would have been the cost to complete the work under this contract, the Contractor or his Surety shall be credited therewith. In the event the Owner's Representative elects to complete the work, as described above, when the work shall have been finally completed, the Contractor and his Surety shall be so notified and certification of completion as provided in paragraph 44 hereinabove set forth, shall be issued. A complete itemized statement of the contract accounts, certified to by Owner's Representative as being correct shall then be prepared and delivered to Contractor and his Surety, if applicable, whereon the Contractor or his Surety, or the Owner as the case may be, shall pay the balance due as reflected by said statement within 30 days after the date of certification of completion. In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract, or when the Contractor and/or his Surety, if applicable, shall pay the balance shown to be due by them to the Owner, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over 17 to the Contractor and/or his Surety, if applicable. Should the cost to complete the work exceed the contract price, and the Contractor and/or his Surety, if applicable, fail to pay the amount due the Owner within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials shall be mailed to the Contractor and his Surety, if applicable, at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the Contractor and his Surety, if applicable, subject only to the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) calendar days from the date of said notice the Owner may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the Contractor and his Surety, if applicable. Such sale may be made at either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any machinery, equipment, tools, materials, or supplies that remain on the jobsite and belong to persons other than the Contractor or his Surety, if applicable, to their proper owners. The remedies provided to Owner by law, equity, contract, or otherwise, shall be cumulative, to the extent permitted by law. It is expressly agreed and understood that the exercise by Owner of the remedies provided in this paragraph shall not constitute an election of remedies on the part of Owner, and Owner, irrespective of its exercise of remedies hereunder, shall be entitled to exercise concurrently or otherwise, any and all other remedies available to it, by law, equity, contract or otherwise, including but not limited to, liquidated damages, as provided in paragraph 34, hereinabove set forth. 49. LIMITATION ON CONTRACTOR'S REMEDY The remedies of Contractor hereunder shall be limited to, and Owner shall be liable only for, work actually performed by Contractor and/or its subcontractors as set forth in the contract documents, and Owner shall not be liable for any consequential, punitive or indirect loss or damage that Contractor may suffer in connection with the project which is the subject matter of this contract. 50. BONDS The Contractor is required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the Contractor is required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000. All bonds shall be submitted on forms supplied by the Owner, and executed by an approved Surety Company authorized to do business in the State of Texas. It is further agreed that this contract shall not be in effect until such bonds are so furnished. 51. SPECIAL CONDITIONS In the event special conditions are contained herein as part of the contract documents and said special conditions conflict with any of the general conditions contained in this contract, then in such event the special conditions shall control. 52. LOSS OR EXPENSE DUE TO UNUSUAL OR UNANTICIPATED CIRCUMSTANCES Unless otherwise specified herein, all loss, expense or damage to the Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance or from unusual obstructions or difficulties, naturally occurring, man made or otherwise, which may be encountered in the prosecution of the work, shall be sustained and bome by the Contractor at his own cost and expense. 53. INDEPENDENT CONTRACTOR Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to direct, supervise, and control its own employees and to determine the method of the performance of the work covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's work during Contractor's performance and to cant' out the other prerogatives which are expressly reserved to and vested in the Owner or Owner's Representative hereunder, is not intended to and shall not at any time change or 18 effect the status of the Contractor as an independent contractor with respect to either the Owner or Owner's Representative or to the Contractor's own employees or to any other person, firm, or corporation. 54. CLEANING UP The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at the completion of the work Contractor shall remove all such debris and also its tools, scaffolding, and surplus materials and shall leave the work room clean or its equivalent. The work shall be left in good order and condition. In case of dispute Owner may remove the debris and charge the cost to the Contractor. 55. HAZARDOUS SUBSTANCES AND ASBESTOS Hazardous Substances (herein so called), as defined in the Comprehensive Environmental Response, Compensation, and Liability Act (42 U.S.C.S. §9601(14)) and the regulations promulgated thereunder, as same may be amended from time to time, hydrocarbons or other petroleum products or byproducts and/or asbestos, in any form, shall not (i) be utilized, in any way, manner or form, in the construction of, or incorporation into, the Project; or (ii) be brought upon, placed, or located, by any party, on the Project site, or any other property of the City, without the written consent of the Owner's Representative. if Contractor believes that the utilization of a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos is necessary in the construction of the Project, or that it is necessary to place and/or otherwise locate upon the site of the Project or other property of the City, a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos, Contractor shall notify the Owner's Representative, and request consent therefrom, at least twenty (20) days prior to such action. Owner's Representative may grant or deny the request of Contractor and provide whatever requirements such consent, if granted, is conditioned upon, in its sole and absolute discretion. If the request of Contractor is not granted, or otherwise not responded to, by Owner's Representative within five (5) days of the receipt of said request, said request shall be deemed to be denied. In the event Owner's Representative shall consent to the request of Contractor, Contractor shall be responsible for ensuring that all personnel involved in the Project are (i) trained for the level of expertise required for proper performance of the actions contemplated by this Contract and, in particular, in all aspects of handling, storage, disposal and exposure of Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos; and (ii) are provided and utilize all protective equipment, including without limitation, personal protective gear, necessary to provide protection from exposure to Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or asbestos. 19 CURRENT WAGE DETERMINATIONS RE: RESOLUTION NO.6262, ITEM NO.39, APRIL 8, 1999 EXHIBIT A City of Lubbock Building Construction Trades Prevailing Rates Craft Hourly Rate Acoustical Ceiling Installer 11.50 Air Conditioner Installer 12.50 Air Conditioner Installer -Helper 6.25 Asbestos Worker 9.00 Asbestos Supervisor 12.50 Bricklayer 12.50 Bricklayer -Helper 7.00 Carpenter 11.00 Carpenter -Helper 7.00 Cement Finisher 8.00 Drywall Hanger 11.00 Electrician 13.75 Electrician -Helper 7.00 Equipment Operator -Heavy 9.50 Equipment Operator -Light 8.50 Floor Installer 9.50 Glazier 10.50 Insulator-Piping/Boiler 11.50 Insulator -Helper 7.00 Iron Worker 11.00 Laborer -General 6.00 Mortar Mixer 6.00 Painter 9.50 Plumber 12.50 Plumber -Helper 7.00 Roofer 9.00 Roofer -Helper 7.00 Sheet Metal Worker 10.00 Sheet Metal Worker -Helper 7.00 Welder -Certified 11.00 1 EXHIBIT B Paving and Highway Construction Prevailing Wage Rates Craft Hourly Rate Asphalt Heaterman 9.00 Asphalt Shoveler 6.00 Concrete Finisher 8.00 Concrete Finisher -Helper 7.00 Electrician 12.00 Flagger 6.00 Form Setter 7.00 Form Setter -Helper 6.25 Laborer -General 6.00 Laborer -Utility 6.75 Mechanic 8.00 Mechanic -Helper 7.00 Power Equipment Operators Asphalt Paving Machine 7.75 Bulldozer 8.00 Concrete Paving Machine 7.75 Front End Loader 7.25 Heavy Equipment Operator 8.00 Light Equipment Operator 7.25 Motor Grader Operator 9.50 Roller 6.75 Scraper 7.25 Tractor 7.25 Truck Driver -Light 6.50 Truck Driver -Heavy 7.00 I EXHIBIT C Prevailing Wage Rates Overtime Rate The rate for overtime (in excess of forty hours per week) shall be as required by the Fair Labor Standards Act. EXHIBIT D Prevailing Wage Rates Legal Holiday Rate The rate for legal holidays shall be as required by the fair Labor Standards Act. 3 SPECIAL PROVISIONS SPECIAL PROVISIONS PUMP STATION #4, PIPE GALLERY MIPROVEMENTS SP-1. CONTRACTOR'S LAYOUT OF WORK Add the following to paragraph 10, Layout, of the General Conditions of the Agreement: The Contractor's responsibility for laying out all work shall include, but not be limited to, surveying services and equipment as needed for horizontal and vertical location and control of the work. SP-2. LINES AND GRADES Lines and grades are indicated in the drawings for the Contractor's layout of the work, therefore the Owner's Representative has furnished lines and grades to the Contractor. SP-3. SUPERINTENDENCE AND INSPECTION Add the following to paragraph 15, Superintendence and Inspection, of the General Conditions of the Agreement: The Owner's Representative may also appoint contracted individuals and business entities to serve in the capacity of subordinate engineers, supervisors or inspectors. Such subordinate inspectors are defined as Resident Project Representatives (RPR). For the purpose of this paragraph, ENGINEER is defined as a contracted licensed engineer, or engineering firm, subordinate to Owner's Representative. RPR is the ENGINEER'S agent during construction, will act as directed by and under the supervision of ENGINEER, and will confer with ENGINEER regarding RPR's actions. RPR's dealings in matters pertaining to the on -site work shall in general be with ENGINEER and CONTRACTOR keeping OWNER'S REPRESENTATIVE advised as necessary. RPR's dealings with subcontractors shall only be through or with the full knowledge and approval of CONTRACTOR. RPR shall generally communicate with OWNER'S REPRESENTATIVE with the knowledge of and under the direction of ENGINEER. SP-3.1 Liaison: Serve as ENGINEER's liaison with CONTRACTOR, working principally through CONTRACTOR's superintendent and assist in understanding the intent of the Contract Documents, and assist ENGINEER in serving as OWNERSs liaison with CONTRACTOR when CONTRACTOR's operations affect OWNERS on -site operations. Assist in obtaining from OWNER additional details or information, when required for proper execution of the Work. 01268001 SPECIAL PROVISIONS SP - 1 02/02 SP-3.2 Shop Drawings and Samples: Receive samples which are furnished at the site by CONTRACTOR, and notify ENGINEER of availability of samples for examination. Advise ENGINEER and CONTRACTOR of the commencement of any Work requiring a Shop Drawing or sample if the submittal has not been approved by the ENGINEER. SP-3.3 Review of Work, Rejection of Defective Work, Inspections and Tests: Conduct on -site observations of the Work in progress to assist ENGINEER in determining if the Work is in general proceeding in accordance with the Contract Documents. Report to ENGINEER whenever RPR believes that any Work is unsatisfactory, faulty or defective or does not conform to the Contract Documents, or has been damaged, or does not meet the requirements of any inspection, test or approval required to be made; and advise ENGINEER of Work that RPR believes should be corrected or rejected or should be uncovered for observation, or requires special testing, inspection or approval. Verify that tests, equipment and systems startups and operating and maintenance training are conducted in the presence of appropriate personnel, and that CONTRACTOR maintains adequate records thereof; and observe, record and report to ENGINEER appropriate details relative to the test procedures and startups. Accompany visiting inspectors representing public or other agencies having jurisdiction over the Project, record the results of these inspections and report to ENGINEER. SP-3.4 Reports: Furnish ENGINEER periodic reports as required of progress of the Work and of CONTRACTOM compliance with the progress schedule and schedule of Shop Drawing and sample submittals. Consult with ENGINEER in advance of scheduled major tests, inspections or start of important phases of the Work. Report immediately to ENGINEER and OWNER upon the occurrence of any accident. SP-3.5 Payment Requests: Review applications for payment with CONTRACTOR for compliance with the established procedure for their submission and forward with recommendations to ENGINEER, noting particularly the relationship of the payment requested to the schedule of values or unit price bid items. Work completed and materials and equipment delivered at the site but not incorporated in the Work. 01268001 SPECIAL PROVISIONS SP - 2 02/02 SP-3.6 Limitations of Authority: Resident Project Representative: Shall not authorize any deviation from the Contract Documents or substitution of materials or equipment, unless authorized by ENGINEER. Shall not exceed limitations of ENGINEER's authority as set forth in the General Conditions of the Agreement or the Contract Documents. Shall not undertake any of the responsibilities of CONTRACTOR, subcontractors or CONTRACTOR's superintendent. Shall not advise on, issue directions relative to or assume control over any aspect of the means, methods, techniques, sequences or procedures of construction unless such advice or directions are specifically required by the Contract Documents. Shall not advise on, issue directions regarding or assume control over safety precautions and programs in connection with the Work. Shall not accept Shop Drawing or sample submittals from anyone other than CONTRACTOR. Shall not authorize OWNER to occupy the Project in whole or in part. Shall not participate in specialized field or laboratory tests or inspections conducted by others except as specifically authorized by ENGINEER. SP-4. DEFINITIONS For the following paragraphs of these Special Provisions, ENGINEER shall be defined as the Owner's primary consultant which is Parkhill, Smith and Cooper, Inc. (PSC). SP-5. DOCUMENT OWNERSHIP Contractor, and any Subcontractor or Supplier or any other person or organization performing or furnishing any of the work under a direct or indirect contract with Owner (i) shall not have or acquire any title to or ownership rights in any of the drawings, specifications or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, and (ii) shall not reuse any of such drawings, specifications, other documents or copies on extensions of the project or any other project without written consent of the Owner and ENGINEER and specific written verification or adaptation by ENGINEER. SP-6. UNDERGROUND FACILITIES For the purpose of this Special Provision, Underground Facilities shall be defined as all pipelines, conduits, ducts, wires, cables, manholes, vaults, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any of the following services or materials: electricity, gases, steam, liquid petroleum products, telephone 01268001 SPECIAL PROVISIONS SP - 3 02/02 or other communications, cable television, sewage and drainage removal, traffic or other control systems or water. The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data famished to OWNER or ENGINEER by the owners of such Underground Facilities or by others. Unless it is otherwise expressly provided in the General Conditions of the Agreement: ■ OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data; and The cost of all the following will be included in the Contract Price and CONTRACTOR shall have full responsibility for: (i) reviewing and checking all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract Documents, (iii) coordination of the Work with the owners of such Underground Facilities during construction, and (iv) the safety and protection of all such Underground Facilities as provided in paragraph 20 of the General Instructions to Bidders and repairing any damage thereto resulting from the Work. If an Underground Facility is uncovered or revealed at or contiguous to the site which was not shown or indicated in the Contract Documents, CONTRACTOR shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby of performing any Work in connection therewith (except in an emergency as required to prevent injury, loss of life, or damage to property), identify the owner of such Underground Facility and give written notice to that owner and to OWNER and ENGINEER. SP-7. SUBSTITUTES AND "OR -EQUAL" ITEMS SP-7.1 Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent or "or -equal" item, or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be accepted by Engineer under the following circumstances: SP-7.2 "Or -Equal": If in ENGINEER'S sole discretion an item of material or equipment proposed by CONTRACTOR is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by ENGINEER as an " or -equal" item, in which case review and approval of the proposed item may, in ENGINEER's sole discretion, be accomplished without compliance with some or all of the requirements for acceptance of proposed substitute items. SP-7.3 Substitute Items: If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR does not qualify as an "or -equal" item under subparagraph SP-8.2, it will be considered a proposed substitute item. CONTRACTOR shall submit sufficient 01268001 SPECIAL PROVISIONS SP - 4 02/02 information as provided below to allow ENGINEER to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. The procedure for review by the ENGINEER will include the following as supplemented in the General Requirements and as ENGINEER may decide is appropriate under the circumstances. Requests for the review of proposed substitute items of material or equipment will not be accepted by ENGINEER from anyone other than CONTRACTOR. If CONTRACTOR wishes to furnish or use a substitute item of material or equipment, CONTRACTOR shall first make written application to ENGINEER for acceptance thereof, certifying that the proposed substitute will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified and be suited to the same use as that specified. The application will state the extent, if any, to which the evaluation and acceptance of the proposed substitute will prejudice CONTRACTOR's achievement of Substantial Completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) to adapt the design to the proposed substitute and whether or not incorporation or use of the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service will be indicated. The application will also contain an itemized estimate of all costs or credits that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected by the resulting change, all of which will be considered by ENGINEER in evaluating the proposed substitute. ENGINEER may require CONTRACTOR to furnish additional data about the proposed substitute. SP-7.4 CONTRACTOR'S Expense: All data to be provided by CONTRACTOR in support of any proposed "or -equal" or substitute item will be at CONTRACTOR's expense. SP-7.5 Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence or procedure of construction is shown or indicated in and expressly required by the Contract Documents, CONTRACTOR may furnish or utilize a substitute means, method, technique, sequence or procedure of construction acceptable to ENGINEER. CONTRACTOR shall submit sufficient information to allow ENGINEER, in ENGINEER's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The procedure for review by ENGINEER will be similar to that provided in subparagraph SP-8.3. SP-7.6 Engineer's Evaluation: ENGINEER will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraphs SP-8.3 and SP-8.5. ENGINEER will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized without ENGINEER's prior written acceptance which will be evidenced by either a Change Order or an approved Shop Drawing. OWNER may require CONTRACTOR to furnish at CONTRACTOR's expense a special performance guarantee of other surety 01268001 SPECIAL PROVISIONS SP - 5 02/02 with respect to any "or -equal" or substitute. ENGINEER will record time required by ENGINEER and ENGINEER's Consultants in evaluating substitutes proposed or submitted by CONTRACTOR pursuant to paragraphs SP-8.3 and SP-8.5 and in making changes in the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) occasioned thereby. Whether or not ENGINEER accepts a substitute item so proposed or submitted by CONTRACTOR, CONTRACTOR shall reimburse OWNER for the charges of ENGINEER and ENGINEER's Consultants for evaluating each such proposed substitute item. SP-8. RECORD DOCUMENTS CONTRACTOR shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work Change Directives, Field Orders and written interpretations and clarifications in good order and annotated to show all changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to ENGINEER for reference. Upon completion of the Work, these record documents, Samples and Shop Drawings will be delivered to ENGINEER for OWNER. SP-9. SUBMITTAL REVIEW One initial submittal of shop drawings, samples, "or -equal" items and other required submittals and one resubmittal of the same item will be reviewed by the Engineer at no cost to the Contractor. Subsequent reviews for resubmittals of the same item will be reviewed at a cost to the Contractor of $80.00 per man-hour. Such cost shall be deducted from progress payments to the Contractor and result in a reduction of total contract price. END SPECIAL PROVISIONS 01268001 SPECIAL PROVISIONS SP - 6 02/02 01268001 02/02 THIS PAGE INTENTIONALLY LEFT BLANK. SPECIAL PROVISIONS SP-7 SPECIFICATIONS PUMP STATION #4, PIPE GALLERY RENOVATION TECHNICAL SPECIFICATIONS ITB NO.047-02BM In accordance with Section 131.166 of the Texas Engineering Practice Act and Board Rules, the professionals listed below are responsible for the specification sections that are listed to the left of their professional seal. Where more than one professional is shown for certain specification sections, then those professionals share joint responsibility for those specification sections. All specification sections contained herein as listed on the Technical Specifications Table of Contents. Section 03300 Section 16000, Section 16111, Section 16123, Section 16130, Section 16170, Section 16190, Section 16195, Section 16441 c��A�E�•OF�Te�.��f ff i 01. JOH S. K'! LE7�, �'• 48072 2' FGIS T ... fk`� JONM-� �P ........rFx`>t f JOS PH API R � �•. � 11 7 •. w�r17'��I/ �; NAL ti SECTION 00003 TABLE OF CONTENTS CITY OF LUBBOCK, TEXAS PUMP STATION #4 PIPE GALLERY IMPROVEMENTS DIVISION 1 01010 Summary of Work........................................................................................................... 2 01019 Contract Considerations.................................................................................................. 2 01025 Measurement and Payment............................................................................................. 2 01040 Coordination and Meetings............................................................................................. 3 01300 Submittals....................................................................................................................... 3 01400 Quality Control............................................................................................................... 2 01500 Construction Facilities and Temporary Controls............................................................. 2 01600 Material and Equipment.................................................................................................. 3 01650 Facility Start -Up and Commissioning............................................................................. 2 01700 Contract Closeout........................................................................................................... 3 01800 Operation and Maintenance Data.................................................................................... 3 DIVISION 2 02050 Removal, Demolition and Salvage..................................................................................4 02151 Trench Safety Systems.................................................................................................... 3 02220 Excavation, Grading and Subgrade Preparation............................................................. 2 02300 Earthwork....................................................................................................................... 7 02665 Piping, Valves and Fittings.................................................................. DIVISION 3 03300 Cast -In -Place Concrete.................................................................................................. 12 DIVISIONS 4 —14 NOT USED DIVISION 15 15100 Butterfly Valves and Operators....................................................................................... 4 Appendix A (OSHA 1926 Subpart P — For Information Only) .................................... 20 01268001 02/02 TABLE OF CONTENTS TOC-1 DIVISION 16 16000 Basic Electrical Methods................................................................................................ 5 16111 Conduit........................................................................................................................... 4 16123 Wire and Cable............................................................................................................... 4 16130 Boxes.............................................................................................................................. 2 16170 Grounding and Bonding................................................................................................. 2 16190 Supporting Devices......................................................................................................... 2 16195 Electrical Identification...................................................................................................2 16441 Enclosed Switches.......................................................................................................... 2 01268001 02/02 TABLE OF CONTENTS TOC - 2 SECTION 01010 SUMMARY OF WORK PART 1 - GENERAL 1.1 . SECTION INCLUDES A. Contract Description. B. Work by Contractor. C. Engineer and Contractor Responsibilities. D. Warranty. E. Time Constraints 1.2 CONTRACT DESCRIPTION A. The project includes the pipe gallery renovations at the City of Lubbock Water Pump Station No. 4 and includes the removal and installation of new valves, suction piping and fittings, the addition of a 12' x 18' concrete vault with aluminum access hatch, and the removal and replacement of four exterior check valves. B. The Contractor should make a site visit to determine the accessibility and location of the various sites. These site visits will require coordination with the City of Lubbock. All associated cost with the accessibility, construction area requirements, and storage of materials shall be included in the contract prices bid. C. Contractor shall make every effort to complete construction within the time noted on the Bid Form. D. Contractor is advised that minor grade modifications from those shown on the drawings may have been made during construction. It is contingent upon the Contractor to make the necessary grade modifications as appropriate for this project. Any such modifications shall be coordinated with the Engineer. 1.3 WORK BY CONTRACTOR A. The Contractor shall perform all the work specified in the individual sections and shall included the following: 1. Provide labor, equipment, and materials to rehabilitate the pump station and related items of work. 2. Contractor shall complete the work including final cleanup of the sites and final disposal of all the waste. 1.4 ENGINEER AND CONTRACTOR RESPONSIBILITIES A. Engineer's Responsibilities: 1. Arrange for and deliver Engineer -reviewed Shop Drawings, Product Data, and Samples, to Contractor. 2. On delivery, inspect Products jointly with Contractor. .J 01268001 SUMMARY OF WORK 01010 - 1 02/02 B. Contractor's Responsibilities: 1. Assemble, review and submit Shop Drawings, Product Data and Samples to Engineer for review. 2. Review Engineer -reviewed Shop Drawings, Product Data, and Samples. 3. Receive and unload products at site; inspect for completeness or damaged jointly with Engineer. 4. Handle, store, install and finish Products. 5. Repair or replace items damaged after receipt. 1.5 WARRANTY A. Contractor shall warrant 100 percent of the project for one (1) year after the date of final acceptance of the work. B. On the eleventh month from the date of final acceptance, Owner's Representative will schedule an annual Inspection with the presence of the Contractor to inspect for defects and assessment of the work performed. Any work that is considered defective by the Owner's Representative will be repaired. C. Contractor shall remedy any defects in workmanship, and pay for any and all damages of any nature whatsoever resulting in defects at no cost to the Owner. 1.6 TIME CONSTRAINTS A. Pump Station #4 can only be taken out of service for the installation of piping and valves on or after October 1, 2002 and must be operational on or before March 1, 2003, with all improvements completed. Equipment procurement, access vault and related activities may commence upon contract award. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01268001 SUMMARY OF WORK 01010 - 2 02/02 SECTION 01019 CONTRACT CONSIDERATIONS PART 1 - GENERAL 1.1 - SECTION INCLUDES A. Schedule of values. B. Application for payment. C. Change Procedures. 1.2 SCHEDULE OF VALUES A. Submit a printed schedule on Engineer approved Contractor's form or electronic media printout. B. Submit Schedule of Values in duplicate within five (5) days after receiving the bid tabulation. C. Revise schedule to list approved Change Orders, with each Application For Payment. 1.3 APPLICATIONS FOR PAYMENT A. Submit three (3) copies of each application on Engineer approved Contractor's form or electronic media printout. B. Content and Format: Utilize Schedule of Values for listing items in Application for Payment. C. Payment Period: Monthly, submit application for payment near the end of the month. Actual date for submitting application for payment will be decided in the pre -construction meeting. Applications for payment submitted later than previously described will be processed the following month. D. Include an updated construction progress schedule, materials received and manifest. E. Submit the following along with the application for final payment: 1. The documentation for the completed Project. 2. Signed affidavit from the Notary Public that all claims on this job have been settled and that all bills owed by the Contractor for the protect including materials and labor, have been paid. 3. Contractor warranties for this job shall be signed and sealed by a Notary Public. 1.4 CHANGE PROCEDURES A. The Engineer will advise of minor changes in the Work not involving an adjustment to Contract Sum/Price or Contract Time as authorized by EJCDC 1910-8, 1990 Edition, Article 10 by issuing a work directive change on EJCDC 1910-8-F. B. The Engineer may issue a Proposal Request which includes a detailed description of a proposed change with supplementary or revised Drawings and specifications, a change in Contract Time for executing the change. Contractor will prepare and submit an estimate within 7 days. C. The Contractor may propose a change by submitting request for change to the Engineer, describing the proposed change and its full effect on the Work. Include a statement describing the reason for the change, and the effect on the Contract Sum/Price and Contract Time with full documentation and a statement describing the effect on Work by separate or other contractors. Document any requested substitutions in accordance with Section 01600. 01268001 CONTRACT CONSIDERATIONS 01019 - 1 02/02 D. Stipulated Sum/Price Change Order: Based on Proposal Request and Contractor's fixed price quotation or Contractor's request for a Change Order as approved by Engineer. E. Construction Change Authorization: Engineer may issue a directive on EJCDC Form 1910-8-F, Work Directive Change, signed by the Owner, instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. Document will describe changes in the Work, and designate method of determining any change in Contract Sum/Price or Contract Time. Promptly execute the change. F. Time and Material Change Order: Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. Engineer will determine the change allowable in Contract Sum/Price and Contract Time as provided in the Contract Documents. G. Maintain detailed records of work done on Time and Material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work. H. Change Order Forms: EJCDC 1910-8-B. I. Execution of Change Orders: Engineer will issue Change Orders for signatures of parties as provided in the General Conditions of the Contract. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01268001 CONTRACT CONSIDERATIONS 01019 - 2 02/02 SECTION 01025 MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.1 - LUMP SUM ITEMS The lump sum price bid shall include all work and materials involved in the installation within the limits designated on the plans. No measurement of the work or material included in such items will be made. All work so included shall be installed, constructed or performed as shown on the drawings and specified herein. 1.2 TRENCH SAFETY SYSTEM Payment for furnishing, installing and removing trench safety systems for trenches greater than five feet in depth shall be included in the lump sum price. The price bid shall be full compensation for furnishing, installing and removing the trench safety system, and any and all incidental work in connection with the trench safety system not otherwise included in the bid items or otherwise provided for in the specifications. 1.3 MOBILIZATION/DEMOBILIZATION A. Mobilization consists of preparatory work and operations, including but not limited to, those necessary for the movement of personnel, equipment, supplies and incidentals to the project site; for the establishment of all offices, buildings and other facilities necessary for work on the project; and for all other work and operations which must be performed or costs incurred prior to beginning work on the various items on the project site. B. Partial payments for Mobilization will be made with the first and second partial payments paid on the contract, and will be made at the rate of 50 percent of the amount shown in the schedule of values for "Mobilization" on each of these partial pay estimates, less the specified retainage amounts, provided the total amount for "Mobilization" does not exceed 5 percent of the total amount bid for the contract. All such payments will be made less the specified retainage amounts. 1.4 CLEAN UP No measurement or separate payment will be made for site cleanup. Cost for cleanup shall be included as a part of the cost of the various items of work involved. PART 2-PRODUCTS Not Used 01268001 MEASUREMENT AND PAYMENT 01025 - 1 02/02 PART 3 - EXECUTION Not Used END OF SECTION 01268001 MEASUREMENT AND PAYMENT 01025 - 2 02/02 SECTION 01040 COORDINATION AND MEETINGS PART 1 - GENERAL 1.1- SECTION INCLUDES A. Coordination. B. Preconstruction conference. C. Progress meetings. D. Preinstallation conferences. 1.2 RELATED SECTIONS A. General Conditions. 1.3 COORDINATION A. Coordinate scheduling, submittals, and Work of the various Sections of specifications to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. B. Coordinate work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. C. Coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. D. Coordinate completion and clean up of Work of separate Sections in preparation for Substantial Completion and for portions of Work designated for Owner's occupancy. E. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities. 1.4 PRECONSTRUCTION CONFERENCE 1 A. Engineer will schedule a conference after Notice to Proceed. J B. Attendance Required: Owner, Engineer and Contractor and major subcontractors. C. Agenda: 1. Execution of Owner -Contractor Agreement. 2. Submission of executed bonds and insurance certificates. 3. Distribution of Contract Documents. 4. Submission of list of Subcontractors, list of products, Schedule of Values, and progress schedule. jj 5. Designation of personnel representing the parties in Contract and the Engineer. 6. Procedures and processing of field decisions, submittals, substitutions, applications for - payments, proposal request, Change Orders and Contract closeout procedures. 7. Scheduling. 8. Use of premises by Owner and Contractor. 01268001 COORDINATION AND MEETINGS 01040 - 1 f 02/02 9. Owner's requirements. 10. Construction facilities and controls provided by Owner. 11. Temporary utilities provided by Owner. 12. Survey layout. 13. Security and housekeeping procedures. 14. Schedules. 15. Procedures for testing. 16. Procedures for maintaining record documents. 17. Requirements for start-up of equipment. 18. Inspection and acceptance of equipment put into service during construction period. 1.5 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the Work at maximum monthly intervals. B. Engineer to make arrangements for meetings, prepare agenda with copies for participants, preside at meetings, record minutes, and distribute copies within one week to Engineer, participants, and those affected by decisions made. C. Attendance Required: Job superintendent, major Subcontractors and suppliers, Engineer, as appropriate to agenda topics for each meeting. D. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems which impede planned progress. 5. Review of submittals schedule and status of submittals. 6. Review of off -site fabrication and delivery schedules. 7. Maintenance of progress schedule. 8. Corrective measures to regain projected schedules. 9. Planned progress during succeeding work period. 10. Coordination of projected progress. 11. Maintenance of quality and work standards. 12. Effect of proposed changes on progress schedule and coordination. 13. Other business relating to Work. 1.6 PREINSTALLATION CONFERENCES A. When required in individual specification Section, convene a preinstallation conference at work site prior to commencing work of the Section. B. Require attendance of parties directly affecting, or affected by, work of the specific Section. C. Notify Engineer four days in advance of meeting date. D. Prepare agenda, preside at conference, record minutes, and distribute copies within two days after conference to participants, with three copies to Engineer. E. Review conditions of installation, preparation and installation procedures, and coordination with related work. 01268001 COORDINATION AND MEETINGS 01040 - 2 02/02 PART 2 - PRODUCTS Not Used PART 3 - EXECUTION -Not Used END OF SECTION 01268001 02/02 COORDINATION AND MEETINGS 01040-3 SECTION 01300 SUBMITTALS PART 1 - GENERAL 1.1 - SECTION INCLUDES A. Submittal procedures. B. Resubmittal requirements. C. Construction progress schedules. D. Proposed products list. E. Shop drawings. F. Product data. G. Samples. H. Manufacturers' instructions. I. Manufacturers' certificates. 1.2 RELATED SECTIONS A. General Conditions. B. Section 01019 - Contract Considerations: Schedule of Values. C. Section 01400 - Quality Control: Manufacturers' field services and reports. D. Section 01700 - Contract Closeout: Contract warranty, manufacturer's certificates and closeout submittals. 1.3 SUBMITTAL PROCEDURES A. Transmit each submittal with Contractor's standard transmittal letter including Contractor's name, address and phone number. B. Identify Project, Contractor, Subcontractor or supplier; pertinent Drawing sheet and detail number(s), and specification Section number, as appropriate. C. Apply Contractor's stamp, signed or initialed certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information, is in accordance with the requirements of the Work and Contract Documents. D. Schedule submittals to expedite the Project, and deliver to Engineer at business address. Coordinate submission of related items. E. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. F. Provide space for Contractor and Engineer review stamps. G. Revise and resubmit submittals as required, identify all changes made since previous submittal. H. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. I. Submit initial submittal schedule within fifteen (15) days after receipt of Notice to Proceed. 1.4 RESUBMITTAL REQUIREMENTS A. Revise initial submittal as required and resubmit to meet requirements as specified. B. Mark as RESUBMITTAL. 01268001 SUBMITTALS 01300 - 1 02/02 1.5 CONSTRUCTION PROGRESS SCHEDULES A. Submit initial progress schedule in duplicate within 15 days after date established in Notice to Proceed for Engineer review. B. Revise and resubmit as required. C. Submit revised schedules with each Application for Payment, identifying changes since previous version. D. Submit a horizontal bar chart with separate line for each section of Work, identifying first work day of each week. E. Show complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. Indicate the early and late start, early and late finish, float dates, and duration. F. Indicate estimated percentage of completion for each item of Work at each submission. G. Indicate submittal dates required for shop drawings, product data, samples, and product delivery dates. 1.6 PROPOSED PRODUCTS LIST A. Within 15 days after date of Notice to Proceed, submit complete list of major products proposed for use, with name of manufacturer, trade name, and model number of each product. B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards. 1.7 SHOP DRAWINGS A. Submit the number of opaque reproductions which Contractor requires, plus four copies which will be retained by Engineer. B. Drawing size shall be minimum 8 '/z x 11 inches and maximum of 22 x 34 inches. Provide one set of reproducible sepias, to be retained by the Engineer, for drawings greater than 11 x 17 inches. C. Draw details to a minimum scale of % inches equal to 1 foot. 1.8 PRODUCT DATA A. Submit the number of copies which the Contractor requires, plus four copies which will be retained by the Engineer. B. Mark each copy to identify applicable products, models, options, and other data. C. Include recommendations for application and use, compliance with specified standards of trade associations and testing agencies. D. Include notation of special coordination requirements for interfacing with adjacent work. E. After review, distribute in accordance with Article on Procedures above and provide copies for Record Documents described in Section 01700 - Contract Closeout. A. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. B. Submit samples of finishes from the full range of manufacturers' standard colors or in custom colors, textures, and patterns, as specified, for Engineer's selection. 01268001 SUBMITTALS 01300 - 2 02/02 I r C. Where variations in color, pattern or texture are inherent in the material or product, submit multiple samples to indicate the approximate range or variations. D. Include full Project information and identification of manufacturer, model number, type, style and color on each sample. E. Submit the number or samples specified in individual specification Sections; one of which will be retained by Engineer. F. Reviewed samples which may be used in the Work are indicated in individual specification Sections. 1.10 MANUFACTURER'S INSTRUCTIONS i A. When specified in individual specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for Product Data. B. Identify conflicts between manufacturers' instructions and Contract Documents. 1.11 MANUFACTURER'S CERTIFICATES A. When specified in individual specification Sections, submit manufacturers' certificate to Engineer for review, in quantities specified for Product Data. B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference date, affidavits, and certifications as appropriate. C. Certificates may be recent or previous test results on material or Product, but must be acceptable to Engineer. PART2-PRODUCTS Not Used PART 3 - EXECUTION Not Used _s 01268001 02/02 END OF SECTION SUBMITTALS 01300 - 3 SECTION 01400 QUALITY CONTROL PART 1 - GENERAL 1.1 . SECTION INCLUDES A. Quality assurance and control of installation. B. Inspection and testing laboratory services. C. Manufacturers' field services and reports. 1.2 RELATED SECTIONS A. General Conditions. B. Section 01300 - Submittals: Submission of Manufacturers' Instructions and Certificates. C. Section 01600 - Material and Equipment: Requirements for material and product quality. 1.3 QUALITY ASSURANCE/CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply fully with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Engineer before proceeding. D. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Perform work by persons qualified to produce workmanship of specified quality. F. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement. 1.4 INSPECTION AND TESTING LABORATORY SERVICES A. Contractor will appoint, employ, and pay for services of an independent firm to perform inspection and testing. B. The independent firm will perform inspections, tests, and other services specified in individual specification Sections and as required by the Engineer. C. Reports will be submitted by the independent firm to the Engineer, in triplicate, indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents. D. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage and assistance as requested. 1. Notify Engineer and independent firm 48 hours prior to expected time for operations requiring services. 2. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use. 01268001 QUALITY CONTROL 01400 - 1 {j 02/02 { E. Retesting required because of non-conformance to specified requirements shall be performed by the same independent firm on instructions by the Engineer. Payment for retesting will be charged to the Contractor by deducting inspection or testing charges from the Contract Sum/Price. 1.5 MANUFACTURERS' FIELD SERVICES AND REPORTS A. Submit qualifications of observer to Engineer 30 days in advance of required observations. Observer subject to approval of Engineer. B. When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust, and balance of equipment as applicable, and to initiate instructions when necessary. C. Individuals to report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. D. Submit report in triplicate within 30 days of observation to Engineer for review. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01268001 QUALITY CONTROL 01400 - 2 02/02 SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART 1 - GENERAL 1.1 - SECTION INCLUDES A. Temporary Utilities: Electricity, lighting, heat, water, and sanitary facilities. B. Temporary Controls: Barriers, enclosures, fencing, and water control. C. Construction Facilities: Access roads, parking and progress cleaning. 1.2 RELATED SECTIONS A. Section 01700 - Contract Closeout. 1.3 TEMPORARY ELECTRICITY A. Provide temporary electric feeder from the existing electrical service as required. B. Owner will pay cost of energy used. Exercise measures to conserve energy. C. Provide power outlets for construction operations, with branch wiring and distribution boxes located as required by Contractor's operations. Provide flexible power cords as required. D. Provide main service disconnect and overcurrent protection at convenient location in conformance with National Electrical Code. E. Permanent convenience receptacles may be utilized during construction. F. Provide adequate distribution equipment, wiring, and outlets to provide single phase branch circuits for power and lighting. 1. Provide 20 ampere duplex outlets, single phase circuits for power tools for every 2000 sq ft of active work area and at specific locations as required. 2. Provide 20 ampere, single phase branch circuits for lighting. 1.4 TEMPORARY VENTILATION A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. 1.5 TEMPORARY WATER SERVICE A. Contractor shall be responsible for transporting water for construction purposes and potable water for construction personnel. Owner will provide water from a source close to the work site. 1.6 TEMPORARY SANITARY FACILITIES A. Provide and maintain required sanitary facilities and enclosures. B. Maintain daily in clean and sanitary condition. 01268001 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 02/02 01500 - 1 1.7 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas to allow for Owner's use of site, and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Protect non -owned vehicular traffic, stored materials, site and structures from damage. 1.8 " WATER CONTROL A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. B. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. 1.9 PROTECTION OF INSTALLED WORK A. Protect installed Work and provide special protection where specified in individual specification Sections. B. Provide temporary and removable protection for installed Products. Control activity in immediate work area to minimize damage. 1.10 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. 1.11 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary above grade or buried utilities, equipment, facilities and materials as soon as permanent facilities can be utilized. B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated. C. Clean and repair damage caused by installation or use of temporary work. D. Restore existing facilities used during construction to original condition. Restore permanent facilities used during construction to specified condition. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01268001 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 2 02/02 SECTION 01600 MATERIAL AND EQUIPMENT PART 1 - GENERAL 1.1- SECTION INCLUDES A. Products. B. Transportation and handling. C. Storage and protection. D. Product options. E. Substitutions. 1.2 RELATED SECTIONS A. General Conditions. B. Information to Bidders: Product options and substitution procedures. C. Section 01400 - Quality Control: Product quality monitoring. 1.3 PRODUCTS A. Products: Means new material, machinery, components, equipment, fixtures, and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. B. Provide interchangeable components of the same manufacturer, for similar components. 1.4 PRODUCT DELIVERY, STORAGE AND HANDLING A. Delivery 1. Deliver materials, products and equipment to the project site in undamaged condition in manufacturer's original, unopened containers or packaging, with identifying labels intact and legible. 2. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. 3. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. 4. Arrange deliveries in accordance with the construction schedule and in ample time to facilitate inspection prior to installation to avoid unnecessary delays in the construction process. B. Storage 1. Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather -tight, climate controlled enclosures. 2. For exterior storage of fabricated products, place on sloped supports, above ground. 3. Provide off -site storage and protection when site does not permit on -site storage or protection. 4. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. 01268001 MATERIAL AND EQUIPMENT 01600 - 1 02/02 5. Store loose granular materials on solid flat surfaces in a well -drained area. Prevent mixing with foreign matter. 6. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. 7. Arrange storage of products to permit access for inspection in a local warehouse. Periodically inspect to assure products are undamaged and are maintained under specified conditions. 8. Materials, products and equipment may be stored off site in a bonded and insured local warehouse approved by the Engineer and Owner. Pay all costs incurred for off -site storage facilities. Products properly stored in off -site storage facilities may be included in progress pay requests with written approval of the Owner. C. Handling 1. Handle materials, products and equipment in a manner prescribed by manufacturer or specified to protect from damage during storage and installation. 1.5 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. 1.6 SUBSTITUTIONS A. For bidding purposes as provided in "Information to Bidders". B. Substitutions may be considered when a product becomes unavailable through no fault of the Contractor. C. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents. D. A request constitutes a representation that the Bidder: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the Substitution as for the specified product. 3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension which may subsequently become apparent. 5. Will reimburse Owner for review or redesign services associated with re -approval by authorities. E. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. F. Substitution Submittal Procedure: 1. Submit four copies of request for Substitution for consideration. Limit each request to one proposed Substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. 3. The Engineer will notify Contractor, in writing, of decision to accept or reject request. 01268001 MATERIAL AND EQUIPMENT 01600 - 2 02/02 a i PART 2 - PRODUCTS Not Used PART 3 - EXECUTION i -Not Used 01268001 02/02 END OF SECTION MATERIAL AND EQUIPMENT 01600 - 3 SECTION 01650 FACILITY START-UP AND COMMISSIONING PART 1 - GENERAL 1.1 - SECTION INCLUDES A. Starting systems. B. Demonstration and instructions. 1.2 RELATED SECTIONS A. Section 01700 - Contract Closeout: System operation and maintenance data and extra materials. 1.3 STARTING SYSTEMS A. Coordinate schedule for start-up of various equipment and systems with the Owner. B. Notify Engineer and Owner seven days prior to start-up of each item. C. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, or other conditions which may cause damage. D. Verify that tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. E. Verify wiring and support components for equipment are complete and tested. F. When specified in individual specification Sections, require manufacturer to provide authorized representative to be present at site to inspect, check and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation. G. Submit a written report that equipment or system has been properly installed and is functioning correctly. 1.4 DEMONSTRATION AND INSTRUCTIONS A. Demonstrate operation and maintenance of Products to Owner's personnel two weeks prior to date of Substantial Completion. B. Utilize operation and maintenance manuals as basis for instruction. Review contents of manual with Owners' personnel in detail to explain all aspects of operation and maintenance. C. Demonstrate start-up, operation, control, adjustment, trouble -shooting, servicing, maintenance, and shutdown of each item of equipment at agreed -upon times, at equipment location. D. Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent during instruction. PART 2-PRODUCTS Not Used 01268001 FACILITY START-UP AND COMMISSIONING 01650 - 1 02/02 PART 3 - EXECUTION Not Used END OF SECTION 01268001 FACILITY START-UP AND COMMISSIONING 01650 - 2 02/02 SECTION 01700 CONTRACT CLOSEOUT PART1-GENERAL 1.1 - SECTION INCLUDES A. Closeout procedures. B. Final cleaning. C. Adjusting. j D. Project record documents. -- E. Warranties. F. Spare parts and maintenance materials. G. Operation and maintenance data. 1.2 RELATED SECTIONS A. General Conditions. B. Section 01500 - Construction Facilities: Progress cleaning. C. Section 01650 - Starting of Systems: System start-up, testing, adjusting, and balancing. 1.3 CLOSEOUT PROCEDURES A. Submit written certification that Contract Documents have been reviewed, Work has been ' inspected, and that Work is complete in accordance with Contract Documents and ready for B. Engineer's inspection. Provide submittals to Engineer that are required by governing or other authorities. J C. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. 1.4 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Remove waste and surplus materials, rubbish, and construction facilities from the site. C. Repair, patch and touch-up marred surfaces to match adjacent finishes. 1.5 ADJUSTING A. Adjust operating Products and equipment to ensure smooth and unhindered operation. i 1.6 PROJECT RECORD DOCUMENTS A. Maintain on site, one set of the following record documents; record actual revisions to the Work: 1. Contract Drawings. 2. Specifications. 3. Addenda. 01268001 CONTRACT CLOSEOUT 01700 - 1 02/02 4. Change Orders and other Modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. B. Store Record Documents separate from documents used for construction. C. Record information concurrent with construction progress. D. Specifications: Legibly mark and record at each Product section description of actual Products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and Modifications. E. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including: 1. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 2. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 3. Field changes of dimension and detail. 4. Details not on original Contract Drawings. 5. Changes made by addenda and modification. F. Submit documents to Engineer with claim for final Application for Payment. 1.7 WARRANTIES A. Provide duplicate notarized copies. B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers. C. Provide Table of Contents and assemble with metal prong binder in durable plastic presentation cover. D. Submit prior to final Application for Payment. E. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. 1.8 OPERATION AND MAINTENANCE DATA A. Submit one copy 15 days prior to final inspection, bound in 82 x 11 inch text pages, three D size ring capacity binders with durable plastic covers. B. This copy will be returned after final inspection, with Engineer comments. Review content of documents as required prior to final submittal. Retainage will not be released until final operation and maintenance manuals are approved. C. Submit two final volumes revised within ten days after final inspection. D. Prepare binder covers with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS", title of project, and subject matter of binder when multiple binders are required. E. Internally subdivide the binder contents with permanent page dividers, logically organized as described below; with tab titling clearly printed under reinforced laminated plastic tabs. F. Contents: Prepare a Table of Contents for each volume, with each Product or system description identified, type on 24 pound white paper. G. Part 1: Directory, listing names, addresses, and telephone numbers of Engineer, Contractor, Subcontractors, and major equipment suppliers. 01268001 CONTRACT CLOSEOUT 01700 - 2 02/02 I H. Part 2: Operation and maintenance instructions, arranged by system and subdivided by specification section. For each category, identify names, addresses, and telephone numbers of i Subcontractors and suppliers. Identify the following: 1. Significant design criteria. 2. List of equipment. 3. Parts list for each component. 4. Operating instructions necessary for Owner to make full and efficient use of equipment including recommended maintenance and seasonal change -over procedures for HVAC systems. 5. Maintenance instructions for equipment and systems. 6. Maintenance instructions for finishes, including recommended cleaning methods and materials and special precautions identifying detrimental agents. ' I. Part 3: Project documents and certificates, including the following: 1. Shop drawings and.product data. 2. Air and water balance reports. 3. Certificates. 4. Photocopies of warranties and bonds. 1.9 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification Sections. B. Deliver to project site and place in location as directed; obtain receipt prior to final payment. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01268001 CONTRACT CLOSEOUT 01700 - 3 02/02 1 SECTION 01800 OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1- SECTION INCLUDES A. Format and content of manuals. B. Instruction of Owner's personnel. C. Schedule of submittals. 1.2 RELATED SECTIONS A. General Conditions B. Supplementary Conditions C. Section 01300, Submittals D. Section 01700, Contract Closeout E. Individual Specifications Sections 1.3 QUALITY ASSURANCE A. Prepare instructions and data by personnel experienced in maintenance and operation of described products. 1.4 FORMAT A. Prepare data in the form of an instructional manual. B. Binders: Commercial quality, 8-1/2 x 11 inch, three-ring binders with hardback, cleanable, plastic covers; one inch maximum ring size. When multiple binders are used, correlate data into related consistent groupings. C. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE INSTRUCTIONS; list title of Project; identify subject matter of contents. D. Arrange content by process flow under section numbers and sequence of Table of Contents of this Project Manual. E. Provide tabbed fly leaf for each separate product and system, with typed description of product and major component parts of equipment. F. Text: Manufacturer's printed data, or typewritten data on twenty pound paper. G. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages. 1.5 CONTENTS, EACH VOLUME A. Table of Contents: Provide title of Project; names, addresses, and telephone numbers of Engineer, subconsultants, and Contractor with name of responsible parties; schedule of products and systems, indexed to content of the volume. B. For Each Product or System: List names, addresses and telephone numbers of Subcontractors and suppliers, including local source of supplies and replacement parts. 01268001 OPERATIONS AND MAINTENANCE DATA 01800 - 1 02/02 C. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation. Delete inapplicable information. D. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Do not use Project Record Documents as maintenance drawings. E. Type Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions as required. F. Warranties and Bonds: Bind in copy of each. 1.6 MANUAL FOR MATERIALS AND FINISHES A. Building Products, Applied Materials, and Finishes: Include product data, with catalog number, size, composition, and color and texture designations. Provide information for re -ordering custom manufactured products. B. Instructions for Care and Maintenance: Include manufacturer's recommendations for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance. C. Moisture Protection and Weather Exposed Products: Include product data listing applicable reference standards, chemical composition, and details of installation. Provide recommendations for inspections, maintenance, and repair. D. Additional Requirements: As specified in individual product specification Sections. 1.7 MANUAL FOR EQUIPMENT AND SYSTEMS A. Each Item of Equipment and Each System: Include description of unit or system, and component parts. Identify function, normal operating characteristics, and limiting conditions. Include performance curves, with engineering data and tests, and complete nomenclature and commercial number of replaceable parts. B. Panelboard Circuit Directories: Provide electrical service characteristics, controls and communications. C. Include color coded wiring diagrams as installed. D. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shut -down, and emergency instructions. Include summer, winter, and any special operating instructions. E. Maintenance Requirements: Include routine procedures and guide for trouble -shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions. F. Provide servicing and lubrication schedule and list of lubricants required. G. Include manufacturer's printed operation and maintenance instructions. H. Include sequence of operation by controls manufacturer. 1. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance. J. Provide control diagrams by controls manufacturer as installed. K. Provide Contractor's coordination drawings, with color coded piping diagrams as installed. L. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams. M. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in storage. N. Additional Requirements: As specified in individual product specification Sections. 01268001 OPERATIONS AND MAINTENANCE DATA 01800 - 2 02/02 1.8 INSTRUCTION OF OWNER PERSONNEL A. Before final inspection, instruct Owner's designated personnel in operation, adjustment, and maintenance of products, equipment, and systems, at agreed upon times. B. Use operation and maintenance manuals as basis for instruction. Review contents of manual with personnel in detail to explain all aspects of operation and maintenance. C. Prepare and insert additional data in Operation and Maintenance Manual when need for such data becomes apparent during instruction. 1.9 SUBMITTALS A. Submit two copies of preliminary draft or proposed formats and outlines of contents before start of Work. Engineer will review draft and return one copy with comments. B. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit documents within ten days after acceptance. C. Submit one copy of completed volumes in final form 15 days prior to final inspection. Copy will be returned after final inspection, with Architect/Engineer comments. Revise content of documents as required prior to final submittal. D. Submit four copies of revised volumes of data in final form within ten days after final inspection. PART2-PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01268001 OPERATIONS AND MAINTENANCE DATA 02/02 01800 - 3 ` SECTION 02050 REMOVAL, DEMOLITION AND SALVAGE PART 1 - GENERAL 1.1- SECTION INCLUDES A. Demolition of designated structures and removal of materials from site. 1 B. Demolition and removal of foundations and slabs -on -grade. C. Disconnecting and capping of identified utilities. I 1.2 RELATED SECTIONS A. Section 01040 - Coordination and Meetings B. Section 01500 - Construction Facilities and Temporary Controls: Barriers, fences and landscape protection. Dust control. C. Section 01600 - Material and Equipment. D. Section 01700 - Contract Closeout: Project record documents. 1.3 JOINT INSPECTION A. Prior to demolition, a joint inspection by the Owner, Engineer and Contractor will be made to determine condition of existing structures adjacent to items being demolished. Adjacent structures damaged by demolition operations must be restored satisfactorily at no expense to the Owner. 1.4 PROJECT RECORD DOCUMENTS A. Submit under provisions of Section 01700. B. Accurately record actual locations of capped utilities and subsurface obstructions. 1.5 QUALIFICATIONS A. Experience in performing the Work of this Section. 1.6 DISPOSITION OF MATERIALS AND EQUIPMENT A. Ownership of Material and Equipment 1. Certain materials and equipment may be designated for reuse or salvage and will remain the Owner's property. If the designated items are damaged during demolition, handling or storage, the items must be restored satisfactorily at no expense to the Owner. 2. Materials and equipment not designated for reuse or salvage become the Contractor's property. B. Disposal. All materials and equipment not designated for reuse or salvage shall be disposed of by the Contractor at no expense to the Owner. C. Reuse. Other items may be designated for reuse as directed by the Owner's Representative. 01268001 REMOVAL, DEMOLITION AND SALVAGE 02050 - 1 02/02 1.7 REGULATORY REQUIREMENTS A. Conform to applicable code for demolition of structures, safety of adjacent structures, dust control, runoff control and disposal. B. Obtain required permits from authorities. C. Notify affected utility companies before starting work and comply with their requirements. D. Do not close or obstruct roadways, sidewalks or hydrants without permits. E. Conform to applicable regulatory procedures when discovering hazardous or contaminated materials. 1.8 SCHEDULING A. Schedule work under the provisions of Section 01300. B. Schedule Work to coincide with new construction. C. Describe demolition removal procedures and schedule. D. Perform work between the hours of 8:00 a.m. and 5 p.m. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION 3.1 PREPARATION A. Provide, erect, and maintain temporary barriers and security devices. B. Protect existing landscaping materials, appurtenances and structures which are not to be demolished. C. Prevent movement or settlement of adjacent structures. Provide bracing and shoring. D. Mark location of utilities. 3.2 PROTECTION OF PERSONS AND PROPERTY A. The Contractor is responsible for providing protection of persons and property, including safe working conditions throughout work progress. B. Minimize the spread of dust and flying particles. Execute demolition in a manner to prevent damage from falling debris or other sources to Owner's property or adjacent property. C. Do not interfere with use of adjacent structures; maintain free and safe access at all times. Guard against movement or settlement of adjacent structures. The Contractor is responsible for safety and integrity of adjacent structures and, consequently, is liable for any movement or settlement and any resulting injuries or damage. Provide proper bracing and shoring necessary for support. If safety of adjacent buildings appears to be endangered, cease operations. Do not resume demolition until proper protective measures have been taken. D. Locate, identify and protect existing utilities from damage during construction. 3.3 DEMOLITION REQUIREMENTS A. Conduct demolition to minimize interference with adjacent structures. B. Cease operations immediately if adjacent structures appear to be in danger. Notify Engineer. Do not resume operations until directed. 01268001 REMOVAL, DEMOLITION AND SALVAGE 02050 - 2 02/02 C. Conduct operations with minimum interference to public or private accesses. Maintain protected egress and access at all times. D. Obtain written permission from adjacent property owners when demolition equipment will traverse, infringe upon or limit access to their property. E. Sprinkle Work with water to minimize dust. Provide hoses and water connections for this purpose. 3.4 BLASTING Blasting is not permitted on this project. 3.5 FIRES Fires are not permitted on this project. 3.6 UTILITY SERVICES A. Disconnecting Seal abandoned storm or sanitary sewers with concrete or by another approved method. B. Interruption When temporary interruption of utility service to an occupied building is required by the work, properly coordinate the outage to prevent untimely or damaging interruptions. 3.7 DEMOLITION A. Disconnect, remove and cap designated utilities within demolition areas. B. Remove foundation walls and footings to a minimum of four feet below finished grade 10 feet beyond area of new construction. C. Remove concrete slabs on grade. D. Remove materials to be re -installed or retained in manner to prevent damage. Store and protect in accordance with requirements of Section 01600. E. Rough grade and compact areas affected by demolition to maintain site grades and contours. F. Remove demolished materials from site. G. Do not burn or bury materials on site. Leave site in clean condition. H. Remove all temporary work. 3.8 GENERAL WORK ITEMS A. Contractor may use equipment and materials necessary to properly complete the demolition. Operational procedures are at the Contractor's option but must not interfere with the execution of other work. Materials or equipment designated for reuse or salvage shall be carefully removed, transported and stored in approved storage areas. B. Removing and Replacing Concrete. Use these procedures where existing concrete must be removed to facilitate operations but will be replaced subsequently. 1. Make initial cut with a concrete saw exercising care to avoid cutting reinforcement. 2. After removing concrete, cut cross bars at center of breakout and bend back. 3. Before replacing concrete, bend bars back to the original position and provide a splice bar for each cut bar. Splice bars must be the size of cut bars and of a length to lap each cut end a minimum of 20 diameters of the bar, unless restricted by the job conditions. 01268001 REMOVAL, DEMOLITION AND SALVAGE 02050 - 3 1 02/02 I 4. Immediately before placing new concrete, thoroughly clean old concrete and apply a heavy coat of bonding agent. 5. Replace concrete as specified in Division 3 - Concrete. C. Backfill 1. Backfill holes or other hazardous openings resulting from demolition with an approved material to the density of adjacent soil as specified in the section describing Earthwork. 2. Backfilling with rubbish or burying on the site is not permitted. D. Cleaning. Keep the work areas free of accumulated debris. Materials and equipment that are not for reuse of salvage must be removed from the site daily, unless otherwise approved. 3.9 SCHEDULES A. No salvage material or equipment shall be reused on the project unless specifically provided for in the Specifications or so noted on the drawings. END OF SECTION 01268001 REMOVAL, DEMOLITION AND SALVAGE 02050 - 4 02/02 SECTION 02151 TRENCH SAFETY SYSTEMS PART 1 - GENERAL 1.1 - SECTION INCLUDES This section of the specifications covers trench safety systems for trench excavations greater than five feet in depth. All work performed under this section shall also comply with OSHA Part 1926, Subpart P and all State and Local codes. The Contractor shall be responsible for complying with the requirements of the specifications, drawings and all applicable codes. The Contractor shall immediately notify the Engineer of any unforeseen field conditions which might affect the integrity of the trench safety system. 1.2 RELATED SECTIONS A. General Conditions B. Supplementary Conditions C. Section 02665, Piping, Valves and Fittings 1.3 SCOPE OF WORK The scope of work includes but is not limited to trench and excavation safety systems either by cut back method or braced excavation method for all trenches five feet and deeper whether indicated on the drawings or required by actual field conditions. Trenches not exceeding five feet in depth shall be protected as required by OSHA, State and Local standards. Alternative methods of trench safety may be submitted for approval to the Engineer, however alternative methods will not be reviewed or approved prior to bid opening. 1.4 SUBMITTALS Provide detail drawings for proposed trench safety systems. Clearly identify where each system is proposed for use and type of system to be used. Trench excavations cannot be started until trench safety systems have been submitted and approved by the Engineer. A. Trench Boxes - Submit manufacturer's standard data sheet and certificate of compliance signed by a registered engineer stating the maximum allowable depth for the given design pressure for each type of trench box proposed for use. B. Alternative Systems - If alternative systems composed of steel, aluminum, wood or a combination of materials are proposed, submit design calculations signed by a registered engineer showing all member properties, design strengths and any stress increases used with justification for their use. 01268001 TRENCH SAFETY SYSTEMS 02151 - 1 02/02 ti 1.5 QUALITY ASSURANCE Work shall be performed by forces having at least two years experience with similar types of trench safety systems. All prefabricated items used in trench safety systems shall be manufactured by a company with at least two years experience in fabricating the items. The Contractor shall be responsible for complying with all trench safety requirements and for the safety of trenches and excavations. PART 2 - PRODUCTS 2.1 MATERIALS Provide suitable materials capable of withstanding imposed loads without excessive deflections. Materials shall be clean, free of rust, holes, knots and other defects. A. Steel - Steel shall be of type and thickness as required by design and shall have a minimum yield stress of Fy = 36000 psi. B. Aluminum - Type 6061-T6, thickness as required by design. C. Wood in Contact with Earth - Pressure treated soft woods or untreated hardwoods. D. Wood not in Contact with Earth - Soft or hardwood as required by design. PART 3 - EXECUTION 3.1 JOB CONDITIONS Prior to starting trench excavations, the Contractor shall examine all site conditions and note any conditions in existing pavements, structures and other items which may be adversely affected by trenching operations. Prepare a written list of all such conditions and submit the list to the Engineer. During trenching operations note any changes which occur to existing pavements or structures and submit a written report to the Engineer of all such changes. 3.2 EXISTING UTILITIES Prior to starting trench excavations, chart and field locate all existing utilities. Notify owners of all utilities of work to be performed. Protect all existing utilities from damage. Provide additional support for utility lines which cannot span trench width. Do not interrupt existing services without written approval by the Engineer and the utility owner. 3.3 TRENCHING PROCEDURES Provide shoring systems in accordance with the submitted design to adequately resist earth. A. Proceed with work in an orderly fashion. Install trench bracing systems as soon as possible after opening trenches. Do not allow workers in trench prior to installing trench bracing systems. B. Backfill trenches as soon as possible after completion of work. C. Stockpile excavated materials at three feet away from edge of trench. 01268001 TRENCH SAFETY SYSTEMS 02151 - 2 02/02 D. Maintain barricades and signage as required by State and Local codes to protect open excavations. E. Do not allow surface water to enter excavations. Properly grade areas adjacent to trench excavations to control surface drainage away from excavations. Excavations which must remain open during periods of rainfall shall be covered with suitable material to prevent accumulations of water in excavation. F. If cut back method is employed, maintain a clear distance of three feet from edge of cut to avoid allowing loose material to enter trench. G. Do not operate heavy equipment except for trench digging equipment within twenty feet of edge of excavation. END OF SECTION 01268001 02/02 TRENCH SAFETY SYSTEMS 02151 - 3 SECTION 02220 EXCAVATION AND GRADING AND SUBGRADE PREPARATION PART 1 - GENERAL 1.1 - WORK INCLUDED This section covers all excavation, filling, grading and subgrade preparation. Excavation, filling and grading shall conform to the lines and grades as shown on the plans. The Contractor shall furnish all materials, equipment, tools, labor, superintendence and incidentals necessary to complete the work in accordance with the drawings and as specified herein. 1.2 EXCAVATION A. General Excavation will consist of removing all material from areas where subgrade or finished grade is below existing ground. Excess excavated material not required, or otherwise unsuitable, for making necessary fills for items in this project shall be disposed of by the Contractor, as directed by the Engineer, in approved waste areas. No additional compensation will be made for hauling or disposing of waste material or excess excavation. B. Existing Rocks or Boulders, Etc. All existing trees, grass or other organic materials which are removed as excavation shall be classified as waste material and shall not be incorporated in fills unless specific direction to do so is given by the Owner. Waste material shall be disposed of as provided herein. Payment for removal of existing rocks or boulders and all other miscellaneous removal shall be considered subsidiary to other items in this contract. C. Finishing All excavation shall be to the lines and grades as shown on the plans. Any excavation below such grade, and the consequential filling to the established grade, shall be done at the expense of the Contractor. Excavation beyond the ends of intersection stubs, between the curb and property line, or other transition areas, shall be finished neatly to the lines and grades shown on the plans or established by the Engineer. D. Unclassified Excavation All material excavated as part of this project shall be classified as Unclassified Excavation. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION 3.1 EMBANKMENT/TOPSOIL A. Quality Control One field density test shall be required for each 1000 square yards of prepared subgrade. 01268001 EXCAVATION AND GRADING AND 02220 - 1 02/02 SUBGRADE PREPARATION 3.2 SUBGRADE FINISHING The subgrade shall be finished accurately to the lines, grades and cross sections as shown on the plans or as established in the field. Subgrade in cut areas shall be brought to grade by blading or hand grading. The entire subgrade area shall be compacted to the percentage of maximum density shown on the plans, at optimum moisture, as determined by ASTM D698. Moisture shall be maintained in the material, by sprinkling as required, during this operation. END OF SECTION 01268001 EXCAVATION AND GRADING AND 02220 - 2 02/02 SUBGRADE PREPARATION SECTION 02300 EARTHWORK PART 1-GENERAL 1.1 - RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Preparing subgrades for slabs -on -grade. 2. Excavating and backfilling for buildings and structures. 3. Excavating and backfilling trenches within building lines. B. Related Sections include the following: 1. Division 2 Section 02050 Removal, Demolition and Salvage of existing structures and/or improvements. 1.3 DEFINITIONS A. Backfill: Soil materials used to fill an excavation. 1. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to support sides of pipe. 2. Final Backfill: Backfill placed over initial backfill to fill a trench. B. Bedding Course: Layer placed over the excavated subgrade in a trench before laying pipe. C. Borrow: Satisfactory soil imported from off -site for use as fill or backfill. D. Excavation: Removal of material encountered above subgrade elevations. 1. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated dimensions without direction by Engineer. Unauthorized excavation, as well as remedial work directed by Engineer, shall be without additional compensation. E. Fill: Soil materials used to raise existing grades. F. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below the ground surface. G. Subgrade: Surface or elevation remaining after completing excavation, or top surface of a fill or backfill immediately below subbase, drainage fill, or topsoil materials. H. Utilities include on -site underground pipes, conduits, ducts, and cables, as well as underground services within buildings. 1.4 SUBMITTALS A. Material Test Reports: From a qualified testing agency indicating and interpreting test results for compliance of the following with requirements indicated: J1. Classification according to ASTM D 2487 of each on -site or borrow soil material proposed for fill and backfill. _l 01268001 EARTHWORK 02300 - 1 02/02 2. Atterberg Limits ASTM D-4318 3. Laboratory compaction curve according to ASTM D 698 for each on -site or borrow soil material proposed for fill and backfill. 1.5 PROJECT CONDITIONS A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted in writing by Engineer and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Engineer not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Engineer's written permission. 3. Contact utility -locator service for area where Project is located before excavating. B. Demolish and completely remove from site existing underground utilities indicated to be removed. Coordinate with utility companies to shut off services if lines are active. PART 2-PRODUCTS 2.1 SOIL MATERIALS A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations. B. Satisfactory Soils: ASTM D 2487 soil classification groups GW, GP, GM, SW, SP, GC, SC, CL and SM, or a combination of these group symbols; free of rock or gravel larger than 2 inch in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter. C. Unsatisfactory Soils: ASTM D 2487 soil classification groups ML, ME, CH, OL, OH, and PT, or a combination of these group symbols. 1. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of optimum moisture content at time of compaction. D. Backfrll and Fill: Satisfactory soil materials. E. Engineered Fill: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D2940; Plasticity index shall be below 15. F. Bedding: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; except with 100 percent passing a 1-inch sieve and not more than 8 percent passing a No. 200 sieve. PART 3 - EXECUTION 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations. B. Protect subgrades and foundation soils against freezing temperatures or frost. Provide protective insulating materials as necessary. C. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways. 01268001 EARTHWORK 02300 - 2 02/02 3.2 DEWATERING A. Prevent surface water and ground water from entering excavations, from ponding on prepared subgrades, and from flooding Project site and surrounding area. B. Protect subgrades from softening, undermining, washout, and damage by rain or water accumulation. 1. Reroute surface water runoff away from excavated areas. Do not allow water to accumulate in excavations. Do not use excavated trenches as temporary drainage ditches. 3.3 EXPLOSIVES A. Explosives: Do not use explosives. 3.4 EXCAVATION, GENERAL A. Unclassified Excavation: Excavation to subgrade elevations regardless of the character of surface and subsurface conditions encountered, including rock, soil materials, and obstructions. 1. If excavated materials intended for fill and backfill include unsatisfactory soil materials and rock, replace with satisfactory soil materials. 3.5 EXCAVATION FOR STRUCTURES A. Excavate to indicated elevations and dimensions within a tolerance of plus or minus 1 inch. Extend excavations a sufficient distance from structures for placing and removing concrete formwork, for installing services and other construction, and for inspections. 1. Excavations for Footings and Foundations: Do not disturb bottom of excavation. Excavate by hand to final grade just before placing concrete reinforcement. Trim bottoms to required lines and grades to leave solid base to receive other work. 3.6 EXCAVATION FOR UTILITY TRENCHES A. Excavate trenches to indicated gradients, lines, depths, and elevations. 1. Beyond building perimeter, excavate trenches to allow installation of top of pipe below frost line. B. Excavate trenches to uniform widths to provide a working clearance on each side of pipe or conduit. Excavate trench walls vertically from trench bottom to 12 inches higher than top of pipe or conduit, unless otherwise indicated. C. Trench Bottoms: Excavate trenches 4 inches deeper than bottom of pipe elevation to allow for bedding course. Hand excavate for bell of pipe. 1. Excavate trenches 6 inches deeper than elevation required in rock or other unyielding bearing material to allow for bedding course. 3.7 APPROVAL OF SUBGRADE -1 A. Notify Engineer when excavations have reached required subgrade. JB. If Engineer determines that unsatisfactory soil is present, continue excavation and replace with compacted backfill or fill material as directed. 01268001 EARTHWORK 02300 - 3 02/02 C. Proof roll subgrade with heavy pneumatic -tired equipment to identify soft pockets and areas of excess yielding. Do not proof roll wet or saturated subgrades. D. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, or construction activities, as directed by Engineer. 3.8 UNAUTHORIZED EXCAVATION A. Fill unauthorized excavation under foundations or wall footings by extending bottom elevation of concrete foundation or footing to excavation bottom, without altering top elevation. Lean concrete fill may be used when approved by Engineer. 1. Fill unauthorized excavations under other construction or utility pipe as directed by Engineer. 3.9 STORAGE OF SOIL MATERIALS A. Stockpile bon ow materials and satisfactory excavated soil materials. Stockpile soil materials without intermixing. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust. 1. Stockpile soil materials away from edge of excavations. Do not store within drip line of remaining trees. 3.10 BACKFILL A. Place and compact backfill in excavations promptly, but not before completing the following: 1. Construction below finish grade including, where applicable, dampproofing, waterproofing, and perimeter insulation. 2. Surveying locations of underground utilities for record documents. 3. Inspecting and testing underground utilities. 4. Removing concrete formwork. 5. Removing trash and debris. 6. Removing temporary shoring and bracing, and sheeting. 7. Installing permanent or temporary horizontal bracing on horizontally supported walls. 3.11 UTILITY TRENCH BACKFILL A. Place and compact bedding course on trench bottoms and where indicated. Shape bedding course to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduits. B. Backfill trenches excavated under footings and within 18 inches of bottom of footings; fill with concrete to elevation of bottom of footings. C. Provide 4-inch thick, concrete -base slab support for piping or conduit less than 30 inches below surface of roadways. After installing and testing, completely encase piping or conduit in a minimum of 4 inches of concrete before backfilling or placing roadway subbase. D. Place and compact initial backfill of subbase material, free of particles larger than 1 inch, to a height of 12 inches over the utility pipe or conduit. 1. Carefully compact material under pipe haunches and bring backfill evenly up on both sides and along the full length of utility piping or conduit to avoid damage or displacement of utility system. 01268001 EARTHWORK 02300 - 4 02/02 E. Coordinate backfilling with utilities testing. F. Fill voids with approved backfill materials while shoring and bracing, and as sheeting is removed. G. Place and compact final backfill of satisfactory soil material to final subgrade. 3.12 FILL A. Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill material will bond with existing material. B. Place and compact fill material in layers to required elevations as follows: 1. Under grass and planted areas, use satisfactory soil material. 2. Under walks and pavements, use satisfactory soil material. 3. Under steps and ramps, use engineered fill. 4. Under building slabs, use engineered fill. 5. Under footings and foundations, use engineered fill. 3.13 MOISTURE CONTROL A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill layer before compaction to within 2 percent of optimum moisture content. 1. Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or ice. 2. Remove and replace, or scarify and air-dry, otherwise satisfactory soil material that exceeds optimum moisture content by 2 percent and is too wet to compact to specified dry unit weight. 3.14 COMPACTION OF BACKFILLS AND FILLS A. Place backfill and fill materials in layers not more than 8 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches in loose depth for material compacted by hand -operated tampers. B. Place backfill and fill materials evenly on all sides of structures to required elevations, and uniformly along the full length of each structure. C. Compact soil to not less than the following percentages of maximum dry unit weight according to ASTM D 698: 1. Under structures, building slabs, steps, and pavements, scarify and recompact top 9 inches of existing subgrade and each layer of backfill or fill material at 95 percent. 2. Under walkways, scarify and recompact top 6 inches below subgrade and compact each layer of backfill or fill material at 92 percent. 3. Under lawn or unpaved areas, scarify and recompact top 6 inches below subgrade and compact each layer of backfill or fill material at 85 percent. 3.15 GRADING A. General: Uniformly grade areas to a smooth surface, free from irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated. 1. Provide a smooth transition between adjacent existing grades and new grades. 2. Cut out soft spots, fill low spots, and trim high spots to comply with required surface tolerances. 01268001 -+ 02/02 EARTHWORK 02300 - 5 B. Site Grading: Slope grades to direct water away from buildings and to prevent ponding. Finish subgrades to required elevations within the following tolerances: 1. Lawn or Unpaved Areas: Plus or minus 1 inch. 2. Walks: Plus or minus 1 inch. 3. Pavements: Plus or minus 1/2 inch. C. Grading inside Building Lines: Finish subgrade to a tolerance of 1/2 inch when tested with a 10-foot straightedge. 3.16 FIELD QUALITY CONTROL A. Testing Agency: Contractor shall engage a qualified independent geotechnical engineering testing agency to perform field quality -control testing. B. Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceed with subsequent earthwork only after test results for previously completed work comply with requirements. C. Testing agency will test compaction of soils in place according to ASTM D1556, ASTM D2167, ASTM D2922, or ASTM D2937, as applicable. Test will be performed at he following locations and frequencies. 1. Paved and Building Slab Areas: At subgrade and at each compacted fill and backfill layer, at least one test for every 2000 sq. ft. or less of paved area or building slab, but in no case fewer than three tests. 2. Foundation Wall Backfill: At each compacted backfill layer, at least one test for each 50 feet or less of wall length, but no fewer than two tests. 3.' Trench Backfill: At each compacted initial and final backfill layer, at least one test for each 150 feet or less of trench length, but no fewer than two tests. D. Test report shall include schematic map of the construction site and the location that the test was taken. Test report shall also indicate depth from final grade that the test was taken. E. When testing agency reports that subgrades, fills, or backfills have not achieved degree of compaction specified, scarify and moisten or aerate, or remove and replace soil to depth required; recompact and retest until specified compaction is obtained. 3.17 PROTECTION A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris. B. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent construction operations or weather conditions. 1. Scarify or remove and replace soil material to depth as directed by Engineer; reshape and recompact. C. Where settling occurs before Project correction period elapses, remove finished surfacing, backfill with additional soil material, compact, and reconstruct surfacing. 1. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to the greatest extent possible. 01268001 EARTHWORK 02300 - 6 02/02 3.18 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Disposal: Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Owner's property. END OF SECTION 01268001 EARTHWORK 02300 - 7 02/02 SECTION 02665 PIPING, VALVES AND FITTINGS PART 1 - GENERAL 1.1 - WORK INCLUDED This section of the specifications covers all water piping, valves, and fittings required for the project. The term piping as used herein shall include all piping, valves, fittings and accessories as shown on the plans and/or as specified herein. 1.2 RELATED SECTIONS A. General Conditions B. Supplementary Conditions C. Section 01040, Coordination and Meetings D. Section 01300, Submittals E. Section 15100, Valves and Operators 1.3 SUBMITTALS Submit all manufacturer data for all pipe, valves and fittings including all pipe thickness class calculations. PART 2 - MATERIALS 2.1 GENERAL A. All pipe, fittings, and valves shall be new and of the best quality in material and workmanship. B. All pipe fittings, and valves shall conform to American National Standards Institute/National Sanitation Foundation (ANSI/NSF) Standard 61. 2.2 DUCTILE IRON PIPE A. Ductile iron pipe shall be manufactured in accordance with AWWA C151. In general, ductile iron pipe shall have flanged fittings when installed above ground (exposed) and mechanical joints or push -on joints when installed below ground (buried) unless otherwise required or where special fittings are required. Pipe thickness shall be as required for the scheduled internal working pressure with minimum Pressure Class 150. Thickness for buried pipe shall be computed in accordance with AWWA C150 for appropriate depths of cover and trench condition Type 2. B. Flanged Joints - Flanged joints shall meet the requirements of ANSI B16.1 (Class 125) rated for a working pressure of not less than 250 psi. Bolts shall be of the length and diameter required by the ANSI Specification for Class 125 flanges. Bolts and nuts shall be of best quality mild steel and shall be provided with hexagonal heads, except where other types of bolts are specified. Tighten bolts progressively to prevent unbalanced stress. Draw bolts tight to insure proper setting of gaskets. Suitable full face gaskets shall be used in all flanged joints. �J 01268001 PIPING, VALVES AND FITTINGS 02665 - 1 -- 02/02 C. Mechanical joints and push -on joints shall conform to the requirements of AWWA C111 unless otherwise specified. D. All ductile iron pipe for this project shall not have exterior bituminous coating, but shall be cement -lined in conformance with AWWA C 104. Refer to paragraph 2.7 of this section for exterior pipe coating. 2.3 PIPE FITTINGS A. General - Pipe fittings shall be of a type and design especially suitable for use with the type of piping with which they are installed. Pressure rating of fittings shall not be less than that of the pipe. All flanged fittings shall be faced and drilled in accordance with the standard drilling for ANSI B16.1 Class 125 flanges rated for at least 250 psi working pressure. Bolts for flanged joints shall be of the length and diameter required by the ANSI Specification. Bolts and nuts shall be of best quality mild steel and shall be provided with hexagonal heads. Suitable 1/8" thick rubber ring gaskets shall be provided for all flanged joints. B. Ductile Iron Fittings -Ductile iron fittings shall conform to AWWA Cl 10 or C 153. In general, flanged fittings shall be used on all exposed piping and all other fittings shall be mechanical joint or push -on joint unless otherwise specified or shown on the drawings. All fittings shall have a pressure rating equal to that of the pipe with which they are used but in no case less than 150 psi. All ductile iron fittings shall be cast from the same quality of metal used in casting the ductile iron pipe and shall be subjected to the same test requirements. Marking and weighing shall be as required for the ductile iron pipe. Where flanged fittings are used the flanges shall be of the same material as the fitting. Where bell or mechanical joint fittings are used, the bells shall be cast integrally with the fitting. Screwed -on bells will not be acceptable. 2.4 VALVES AND BOXES A. General - Isolation valves shall be butterfly valves per Section 15100 unless otherwise noted on the plans or specified herein. B. Valve Boxes and Extension Stems - Extension stems shall be furnished on all buried valves. Buried valves shall be provided with a ground level position indicator manufactured by Mueller or approved equal. The indicator shall be capable of indicating the number of turns required to completely close or open the valve. C. Check Valve Check valves shall be of the size shown on the drawings and verified by the Contractor and shall be iron body, bronze mounted, full opening swing type complying with AWWA C508. The valves shall be flanged ends (ANSI B16.1 Class 125). Clappers shall be cast iron and bronze faced. Check valve shall be equipped with an adjustable lever and weight to minimize slamming. Check valves shall be Mueller Style A-2006-6-01 or approved equal. 01268001 PIPING, VALVES AND FITTINGS 02665 - 2 02/02 2.5 FLEXIBLE COUPLINGS AND FLANGED COUPLING ADAPTERS Flanged coupling adapters and flexible couplings shall be provided at the locations shown on the drawings and at other locations required for installation of the piping system. Flanged coupling adapters will be provided with anchoring studs to provide thrust restraint. Epoxy coated steel construction shall be used for all couplings. 2.6 " PIPE HANGERS AND PIPE SUPPORTS All exposed piping shall be properly supported by pipe hangers or supports. Supports and hangars shall be, in general, as indicated on the drawings with the spans between adjacent supports being as shown. 2.7 EXTERIOR DUCTILE IRON PIPE COATING A. Surface Preparation — Solvent wipe all surfaces to remove oil, grease, or other contaminants. Measure existing surface profile of substrate. If existing profile is 1.5 mils or greater, hand or power tool clean all rusted areas per SSPC — SP2 or SSPC — SP3. If profile is less than 1.5 mils, brush-off blast entire surface per SSPC-SP7. B. Prime Coat — Tnemec Series 135 at 4.0 — 6.0 dry mils. C. Second Coat — Tnemec Series 135 at 4.0 — 6.0 dry mils. PART 3 - EXECUTION 3.1 PIPE INSTALLATION - WATER LINES All pipe and accessories shall be unloaded, handled, laid, jointed, tested for defects and for leakage and disinfected in the manner herein specified. 3.2 INSPECTION The pipe, fittings, valves, and accessories shall be inspected upon delivery and during the progress of the work and any material found to be defective will be rejected by the Engineer, and the Contractor shall remove such defective material from the site of the work. 3.3 RESPONSIBILITY FOR MATERIALS The Contractor shall be responsible for all material furnished by him and he shall replace at his own expense all such material that is found to be defective in manufacture or has become damaged in handling after delivery. 3.4 HANDLING PIPE AND ACCESSORIES All pipe, fittings, valves, and other accessories shall, unless otherwise directed, be unloaded at the point of delivery, hauled to and distributed at the site of the work by the Contractor. In loading and unloading, they shall be lifted by hoists or slid, or rolled on skidways in such a manner as to avoid shock or damage to the materials. Under no circumstances shall they be dropped. Pipe handled on skidways must not be skidded or rolled against pipe already on the ground. 01268001 PIPING, VALVES AND FITTINGS 02665 - 3 02/02 The pipe, fittings and accessories shall be placed along the site in such a manner as to be kept as free as possible from dirt, sand, mud and other foreign matter. The Contractor shall be responsible for the handling system necessary for the removal of existing piping and valves and the installation of new piping and valves within the pipe gallery. Any proposed method other than through the new access vault shall require the specific approval of the Engineer and the Owner. 3.5 CLEANING AND INSPECTING The pipe shall be inspected for defects and the pipe, while suspended, shall be lightly hammered to detect cracks. Any defective, damaged or unsound pipe and materials shall be rejected. All foreign matter or dirt shall be removed from the inside of the pipe and from all bells, spigots or parts of the pipe used in forming the joint, before the pipe is installed and it shall be kept clean by approved means during and after laying. At time when pipe laying is not in progress, the open ends of pipe shall be closed by approved means, and no water shall be allowed to enter the pipe. 3.6 LAYING AND JOINTING DUCTILE IRON PIPE A. General - Unless otherwise directed, pipe shall be laid with bells facing in direction of laying; and for lines on appreciable slopes, bells shall, at the discretion of the Engineer, face up grade. Cutting of pipe for inserting valves, fittings or closure pieces shall be done in a neat and workmanlike manner without damage to the pipe or the cement lining. No pipe shall be laid in water, or when conditions or weather are unsuitable for such work, except by permission of the Engineer. Flanged joints shall be used where shown on the plans. Mechanical joint, or other approved joints shall be installed with materials furnished by the manufacturer and in accordance with the manufacturer's specifications. Defective joints shall be repaired as directed by the Engineer. B. Mechanical Joint Piping - The last 8 in. outside of the spigot and inside of the bell of mechanical joint pipe shall be thoroughly cleaned to remove oil, grit, excess coating, and other foreign matter from the joint, and then painted with lubricant recommended by the pipe manufacturer. The cast-iron gland shall then be slipped on the spigot end of the pipe with the lip extension of the gland toward the socket or bell end. The rubber gasket shall be painted with lubricant recommended by the pipe manufacturer and placed on the spigot end with the thick edge toward the gland. The entire section of the pipe shall be pushed forward to seat the spigot end in the bell. The gasket shall then be pressed into place within the bell; care shall be taken to locate the gasket evenly around the entire joint. The gland shall be moved along the pipe into position for bolting, all of the bolts inserted, and the nuts screwed up tightly with the fingers. All nuts shall be tightened with a suitable torque -limiting wrench. 01268001 PIPING, VALVES AND FITTINGS 02665 - 4 02/02 Nuts spaced 180 deg. apart shall be tightened alternately in order to produce an equal pressure on all parts of the gland. C. Flanged Joints - Flanged joints where used shall be bolted with Flange bolts of best quality mild steel and of the size and length required by American Standards Association; bolts and nuts shall be provided with standard hexagonal heads. Gasket rings shall be used and shall be made of best quality rubber composition sheet packing one -eighth (1/8) inch thick, of a brand and quality approved by the Engineer. The pipe and fittings shall be properly aligned and free to move in any direction while bolting, and the bolts shall be gradually tightened at a uniform rate around the entire flange. 3.7 SETTING VALVES, VALVE BOXES AND FITTINGS Valves and fittings shall be set at the locations shown on the plans or at locations as established by the Engineer, and shall be set and jointed to the pipe in the manner heretofore specified for pipe installations. All valves shall be thoroughly inspected and checked for operation before installation. 3.8 EXPOSED PIPING All exposed piping shall be installed in a neat and workmanlike manner. All piping runs shall be truly horizontal or vertical except where specifically shown otherwise on the drawings. Piping shall be adequately supported by temporary supports during installation. Permanent supports, as specified and as shown on the drawings, shall then be placed so that pipe loads are supported thereon. Spacing of such supports shall be as required to prevent deflection of the pipe between supports. 3.9 EXCAVATION The Contractor shall be responsible for implementing a trench shoring system wherever the trench depth exceeds five (5) feet. The Contractor shall refer to Section 02151 TRENCH SAFETY for guidelines on trench shoring methods for pipelines. Wherever necessary to prevent caving, the trench shall be adequately supported as required by the drawings and specifications. The Contractor is entirely responsible for assuring that trenches are adequately supported to protect both his workmen and the public. All excavated material shall be piled in a manner that will not endanger the work or existing structures. Excess excavation, not used for backfilling, shall be disposed of by Contractor, and at contractor's expense. 3.10 BACKFILLING A. Backfill Material - All backfill material shall be free from cinders, ashes, refuse, vegetable or organic material, boulders, rocks or stones, or other unsuitable material. Selected materials from trench excavations shall be used for backfilling except where special bedding material is required. Various zones of embedment and backfilling shall be placed at depths shown on the drawings for the appropriate type pipe. 01268001 PIPING, VALVES AND FITTINGS 02665 - 5 ozro2 3.11 LINE TESTING After the pipe is laid and the joints completed, each section or run of piping, shall be tested as specified herein. The Contractor shall bear all costs of providing all equipment, materials, labor and other incidentals required to test pipe lines as specified herein. The Contractor shall provide suitable means for filling the lines and developing the required pressure in the lines. Testing procedure shall be as follows: A. Duration - The duration of the hydrostatic test shall be a minimum of four (4) hours. B. Pressure - The pipeline shall be tested at the pipe pressure class of the pipe. C. Allowable Leakage - The maximum allowable leakage for ductile iron pipe is the number of gallons per hour as determined by the following formula: L= SDIP 133,200 where: L = Allowable leakage in gallons/per hour S = Length of pipe tested D = Nominal diameter of the pipe in inches P = Average of the max. and min. pressures within the test section in psi Any leakage which becomes evident prior to final acceptance of the project shall be found and repaired to the satisfaction of the Engineer even though the particular line has been previously accepted and tested. 3.12 DISINFECTION OF PIPE LINES The Contractor shall furnish all labor, equipment, and materials necessary for the disinfection of all pipe lines, which shall be disinfected before being placed in service. The lines shall be disinfected by the application of a chlorinating agent in accordance with the requirements of AWWA C651. The tablet or continuous feed methods for disinfection shall be used. The slug method will not be allowed. After disinfection has been completed and the pipe is filled with water, the Contractor will be responsible for and coordinate with the Owner sampling of the water in the pipe for bacteriological testing per TNRCC requirements. If acceptable bacteriological test results are not received, the Contractor shall disinfect the pipe again and provide whatever measures are necessary to achieve an acceptable result. 3.13 IDENTIFICATION OF PIPING AND VALVES A. All new exposed bare and covered piping and accessories shall be painted. Painting shall be in accordance with paragraph 2.7 of this section. Exposed piping, and piping in accessible chases, shall be identified with lettering or tags designating the service of each piping system, shall have flow directional arrows, and shall be color coded. Color codes for each line shall be coordinated with the Owner, and Texas Natural Resource Conservation Commission criteria. 01268001 PIPING, VALVES AND FITTINGS 02665 - 6 02/02 Piping to be color coded shall be completely painted with the indicated colors, except surfaces specified to be unpainted shall have segments painted with the specified coding color long i enough to accommodate the required lettering and arrows. All other piping to be painted shall match adjacent surfaces, unless otherwise directed by the Engineer. Lettering and flow direction arrows shall be provided near equipment served, adjacent to valves, on both sides of walls and floors where pipe passes through, at each branch or tee, and at intervals of not more than 25 feet in straight runs of pipe. If, in the opinion of the Engineer, the foregoing requirements will result in an excessive number of labels or avows on a run of pipe, the number required shall be reduced as directed. 3.14 CLEANUP The Contractor shall maintain the final surfaces in a satisfactory manner until final completion and acceptance of the work. The maintenance shall include blading from time to time as necessary, filling depressions caused by settlement, and other work required to keep all areas in a presentable condition. END OF SECTION 01268001 PIPING, VALVES AND FITTINGS 02665 - 7 �� 02/02 SECTION 03300 CAST -IN -PLACE CONCRETE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies cast -in place concrete, including formwork, reinforcement, concrete materials, mix design, placement procedures, and finishes. 1.3 DEFINITIONS A. Cementitious Materials: Portland cement alone or in combination with one or more of blended hydraulic cement, fly ash and other pozzolans, ground granulated blast -furnace slag, and silica fume. 1.4 SUBMITTALS A. Product Data: For each type of manufactured material and product indicated. B. Design Mixes: For each concrete mix. Include alternate mix designs when characteristics of materials, project conditions, weather, test results, or other circumstances warrant adjustments. 1. Indicate amounts of mix water to be withheld for later addition at Project site. Water added at project site will not be permissible without paperwork showing how much water has been withheld. C. Steel Reinforcement Shop Drawings: Details of fabrication, bending, and placement, prepared according to ACI 315, "Details and Detailing of Concrete Reinforcement." Include material, grade, bar schedules, stirrup spacing, bent bar diagrams, arrangement, and supports of concrete reinforcement. Include special reinforcement required for openings through concrete structures. 1.5 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has completed concrete Work similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance. B. Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete products complying with ASTM C 94 requirements for production facilities and equipment. 1. Manufacturer must be certified according to the National Ready Mixed Concrete Association's Certification of Ready Mixed Concrete Production Facilities. C. Testing Agency Qualifications: An independent testing agency, acceptable to authorities having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 to conduct the testing indicated, as documented according to ASTM E 548. 1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Technician, Grade 1, according to ACI CP-I or an equivalent certification program. 01268001 CAST -IN -PLACE CONCRETE 03300 - 1 02/02 D. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, each aggregate from one source, and each admixture from the same manufacturer. E. ACI Publications: Comply with the following, unless more stringent provisions are indicated: 1. ACI 301, "Specification for Structural Concrete." 2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." 1.6- DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle steel reinforcement to prevent bending and damage. 1. Avoid damaging coatings on steel reinforcement. PART 2-PRODUCTS 2.1 FORM -FACING MATERIALS A. Smooth -Formed Finished Concrete: Form -facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints. 1. Plywood, metal, or other approved panel materials. B. Rough -Formed Finished Concrete: Plywood, lumber, metal, earth or another approved material. Provide lumber dressed on at least two edges and one side for tight fit. C. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch, minimum. D. Form -Release Agent: Commercially formulated form -release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. 1. Formulate form -release agent with rust inhibitor for steel form -facing materials. E. Form Ties: Factory -fabricated, removable or snap -off metal or glass -fiber -reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal. 1. Furnish units that will leave no corrodible metal closer than 1 inch to the plane of the exposed concrete surface. 2. Furnish ties that, when removed, will leave holes not larger than 1 inch in diameter in concrete surface. 3. Furnish ties with integral water -barrier plates to walls indicated to receive dampproofing or waterproofing. 2.2 STEEL REINFORCEMENT A. Reinforcing Bars: ASTM A 615, Grade 60, deformed. B. Plain -Steel Welded Wire Fabric: ASTM A 185, fabricated from as -drawn steel wire into flat sheets. 2.3 REINFORCEMENT ACCESSORIES A. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire fabric in place. Manufacture bar supports according to CRSI's "Manual of Standard Practice" from steel wire, plastic, and as follows: 1. For concrete surfaces exposed to view where legs of wire bar supports contact forms, use CRSI Class 1 plastic -protected or CRSI Class 2 stainless -steel bar supports. 2. Wood, concrete, or clay blocks are not permissible. 01268001 CAST -IN -PLACE CONCRETE 03300 - 2 02/02 B. Joint Dowel Bars: Plain -steel bars, ASTM A 615, Grade 60. Cut bars true to length with ends square and free of burrs. 2.4 CONCRETE MATERIALS A. Portland Cement: ASTM C 150, Type I. 1. Fly Ash: ASTM C 618, Class C. B. Normal -Weight Aggregate: ASTM C 33, uniformly graded, and as follows: 1. Class: Moderate weathering region, but not less than 3M. C. Water: Potable and complying with ASTM C 94. 2.5 ADMIXTURES A. General: Admixtures certified by manufacturer to contain not more than 0.1 percent water- soluble chloride ions by mass of cementitious material and to be compatible with other admixtures and cementitious materials. Do not use admixtures containing calcium chloride. B. Air -Entraining Admixture: ASTM C 260. C. Water -Reducing Admixture: ASTM C 494, Type A. D. High -Range, Water -Reducing Admixture: ASTM C 494, Type F. E. Water -Reducing and Accelerating Admixture: ASTM C 494, Type E. F. Water -Reducing and Retarding Admixture: ASTM C 494, Type D. 2.6 WATERSTOPS A. Flexible Rubber Waterstops: CE CRD-C 513, for embedding in concrete to prevent passage of fluids through joints. Factory fabricate corners, intersections, and directional changes. 1. Profile: Flat, dumbbell without center bulb. Minimum web thickness: 3/8". B. Self Expanding Strip Waterstops: Manufactured rectangular or trapezoidal strip, sodium bentonite or other hydrophylic material for adhesive bonding to concrete. 2.7 CURING MATERIALS A. Clear, Waterborne, Membrane -Forming Curing Compound: ASTM C 309, Type 1, Class B. 2.8 REPAIR MATERIALS A. Repair Underlayment: Cement -based, polymer -modified, self -leveling product that can be applied in thicknesses from 1/8 inch and that can be feathered at edges to match adjacent floor elevations. 1. Cement Binder: ASTM C 150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219. 2. Primer: Product of underlayment manufacturer recommended for substrate, conditions, and application. 3. Aggregate: Well -graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommended by underlayment manufacturer. 4. Compressive Strength: Not less than 4100 psi at 28 days when tested according to ASTM C 109. _l 01268001 CAST -IN -PLACE CONCRETE 03300 - 3 r! 02/02 2.9 CONCRETE MIXES A. Prepare design mixes for each type and strength of concrete determined by either laboratory trial mix or field test data bases, as follows: 1. Proportion normal -weight concrete according to ACI 211.1 and ACI 301. B. Use a qualified independent testing agency for preparing and reporting proposed mix designs for the laboratory trial mix basis. C. Proportion normal -weight concrete mix as follows: 1. Compressive Strength (28 Days): 3000 psi. 2. Minimum Slump: 3 inches 3. Maximum Slump: 6 inches. 4. Maximum water-cementitious material ratio:.45. D. Cementitious Materials: For concrete exposed to deicers, limit percentage, by weight, of cementitious materials other than portland cement according to ACI 301 requirements. E. Cementitious Materials: Limit percentage, by weight, of cementitious materials other than portland cement in concrete as follows: 1. Fly Ash: 20 percent. F. Do not air entrain concrete to trowel -finished interior floors and suspended slabs. Do not allow entrapped air content to exceed 3 percent. G. Admixtures with chloride -ions are prohibited. H. Admixtures: Use admixtures according to manufacturer's written instructions. 1. Use water -reducing admixture or high -range water -reducing admixture (superplasticizer) in concrete, as required, for placement and workability. 2. Use water -reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions. 3. Use water -reducing admixture in pumped concrete, concrete for heavy -use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a water-cementitious materials ratio below 0.50. 2.10 FABRICATING REINFORCEMENT A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." 2.11 CONCRETE MIXING A. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94, and furnish batch ticket information. PART 3 - EXECUTION 3.1 FORMWORK A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until concrete structure can support such loads. B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117. C. Limit concrete surface irregularities, designated by ACI 347R as abrupt or gradual, as follows: 1. Class B, 1/4 inch. D. Construct forms tight enough to prevent loss of concrete mortar. 01268001 CAST -IN -PLACE CONCRETE 03300 - 4 02/02 E. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical. Kerf wood inserts for forming keyways, reglets, recesses, and the like, for easy removal. 1. Do not use rust -stained steel form -facing material. F. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces. Provide and secure units to support screed strips; use strike -off templates or compacting -type screeds. G. Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible. Close openings with panels tightly fitted to forms and securely braced to prevent loss of concrete mortar. Locate temporary openings in forms at inconspicuous locations. H. Chamfer exterior corners and edges of permanently exposed concrete. I. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads required in the Work. Determine sizes and locations from trades providing such items. J. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete. K. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment. L. Coat contact surfaces of forms with form -release agent, according to manufacturer's written instructions, before placing reinforcement. 3.2 EMBEDDED ITEMS A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast -in -place concrete. Use Setting Drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. 1. Install anchor bolts, accurately located, to elevations required. 3.3 REMOVING AND REUSING FORMS A. General: Formwork, for sides of beams, walls, columns, and similar parts of the Work, that does not support weight of concrete may be removed after cumulatively curing at not less than 50 deg F for 52 hours after placing concrete provided concrete is hard enough to not be damaged by form -removal operations and provided curing and protection operations are maintained. B. Leave formwork, for beam soffits, joists, slabs, and other structural elements, that supports weight of concrete in place until concrete has achieved the following: 1. At least 70 percent of 28-day design compressive strength. 2. Determine compressive strength of in -place concrete by testing representative field- or laboratory -cured test specimens according to ACI 301. C. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form -facing material will not be acceptable for exposed surfaces. Apply new form -release agent. D. When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints. Align and secure joints to avoid offsets. Do not use patched forms for exposed concrete surfaces unless approved by Architect. _J 01268001 CAST -IN -PLACE CONCRETE 03300 - 5 02/02 3.4 SHORES AND RESHORES A. Comply with ACI 318, ACI 301, and recommendations in ACI 347R for design, installation, and removal of shoring and reshoring. B. Plan sequence of removal of shores and reshore to avoid damage to concrete. Locate and provide adequate reshoring to support construction without excessive stress or deflection. 3.5 - STEEL REINFORCEMENT A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement. l . Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials. C. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing reinforcing bars. D. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces. E. Install welded wire fabric in longest practicable lengths on bar supports spaced to minimize sagging. Lap edges and ends of adjoining sheets at least one mesh spacing. Offset laps of adjoining sheet widths to prevent continuous laps in either direction. Lace overlaps with wire. F. All reinforcement to be in place prior to placing of concrete. Equipment will not be allowed to drive over reinforcement. 3.6 JOINTS A. General: Construct joints true to line with faces perpendicular to surface plane of concrete. B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect. 1. Place joints perpendicular to main reinforcement. Continue reinforcement across construction joints, unless otherwise indicated. Do not continue reinforcement through sides of strip placements of floors and slabs. 2. Form from preformed galvanized steel, plastic keyway -section forms, or bulkhead forms with keys, unless otherwise indicated. Embed keys at least 1-1/2 inches into concrete. 3. Locate joints for beams, slabs, joists, and girders in the middle third of spans. Offset joints in girders a minimum distance of twice the beam width from a beam -girder intersection. 4. Locate horizontal joints in walls and columns at underside of floors, slabs, beams, and girders and at the top of footings or floor slabs. 5. Space vertical joints in walls as indicated. Locate joints beside piers integral with walls, near corners, and in concealed locations where possible. 6. Use a bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. C. Contraction Joints in Slabs -on -Grade: Form weakened -plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one- fourth of concrete thickness, as follows: 1. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut 1/8-inch- wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks. 01268001 CAST -IN -PLACE CONCRETE 03300 - 6 02/02 !. D. Dowel Joints: Install dowel sleeves and dowels or dowel bar and support assemblies at joints where indicated. 1. Use dowel sleeves or lubricate or asphalt -coat one-half of dowel length to prevent concrete bonding to one side of joint. 3.7 WATERSTOPS A. Flexible Waterstops: Install in construction joints as indicated to form a continuous diaphragm. Install in longest lengths practicable. Support and protect exposed waterstops during progress of Work. Field -fabricate joints in waterstops according to manufacturer's written instructions. 3.8 CONCRETE PLACEMENT A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed. B. Do not add water to concrete during delivery, at Project site, or during placement, unless approved by Architect. C. Before placing concrete, water may be added at Project site, subject to limitations of ACI 301. 1. Do not add water to concrete after adding high -range water -reducing admixtures to mix. 2. Water may not be added beyond the limit of water withheld from the plant. D. Deposit concrete continuously or in layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as specified. Deposit concrete to avoid segregation. E. Deposit concrete in forms in horizontal layers no deeper than 24 inches and in a manner to avoid inclined construction joints. Place each layer while preceding layer is still plastic, to avoid cold joints. 1. Consolidate placed concrete with mechanical vibrating equipment. Use equipment and procedures for consolidating concrete recommended by ACI 309R. 2. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations no farther than the visible effectiveness of the vibrator. Place vibrators to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mix constituents to segregate. F. Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of construction joints, until placement of a panel or section is complete. 1. Consolidate concrete during placement operations so concrete is thoroughly worked around reinforcement and other embedded items and into corners. 2. Maintain reinforcement in position on chairs during concrete placement. 3. Screed slab surfaces with a straightedge and strike off to correct elevations. 4. Slope surfaces uniformly to drains where required. 5. Begin initial floating using bull floats or darbies to form a uniform and open -textured surface plane, free of humps or hollows, before excess moisture or bleedwater appears on the surface. Do not further disturb slab surfaces before starting finishing operations. 01268001 CAST -IN -PLACE CONCRETE 03300 - 7 _._l 02/02 G. Cold -Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. 1. When air temperature has fallen to or is expected to fall below 40 deg F, uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 deg F and not more than 80 deg F at point of placement. 2. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators, unless otherwise specified and approved in mix designs. H. Hot -Weather Placement: Place concrete according to recommendations in ACI 305R and as follows, when hot -weather conditions exist: 1. Cool ingredients before mixing to maintain concrete temperature below 90 deg F at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 2. Cover steel reinforcement with water -soaked burlap so steel temperature will not exceed ambient air temperature immediately before embedding in concrete. 3. Fog -spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade moisture uniform without standing water, soft spots, or dry areas. 3.9 FINISHING FORMED SURFACES A. Rough -Formed Finish: As -cast concrete texture imparted by form -facing material with tie holes and defective areas repaired and patched. Remove fins and other projections exceeding ACI 347R limits for class of surface specified. B. Smooth -Formed Finish: As -cast concrete texture imparted by form -facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defective areas. Remove fins and other projections exceeding 1/8 inch in height. 1. Apply to concrete surfaces exposed to public view or to be covered with a coating or covering material applied directly to concrete, such as waterproofing, dampproofrng, veneer plaster, or painting. C. Rubbed Finish: Apply the following to smooth -formed finished concrete: 1. Smooth -Rubbed Finish: Not later than one day after form removal, moisten concrete surfaces and rub with carborundum brick or another abrasive until producing a uniform color and texture. Do not apply cement grout other than that created by the rubbing process. D. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated. 3.10 FINISHING FLOORS AND SLABS A. General: Comply with recommendations in ACI 302.1R for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. B. Scratch Finish: While still plastic, texture concrete surface that has been screeded and bull -floated or darbied. Use stiff brushes, brooms, or rakes. 1. Apply scratch finish to surfaces indicated and to surfaces to receive concrete floor topping or mortar setting beds for ceramic or quarry tile, portland cement terrazzo, and other bonded cementitious floor finishes. 01268001 CAST -IN -PLACE CONCRETE 03300 - 8 02/02 C. Float Finish: Consolidate surface with power -driven floats or by hand floating if area is small or inaccessible to power driven floats. Restraighten, cut down high spots, and fill low spots. Repeat float passes and restraightening until surface is left with a uniform, smooth, granular texture. 1. Apply float finish to surfaces indicated, to surfaces to receive trowel finish, and to floor and slab surfaces to be covered with fluid -applied or sheet waterproofing, built-up or membrane roofing, or sand -bed terrazzo. D. Trowel Finish: After applying float finish, apply first trowel finish and consolidate concrete by hand or power -driven trowel. Continue troweling passes and restraighten until surface is free of trowel marks and uniform in texture and appearance. Grind smooth any surface defects that would telegraph through applied coatings or floor coverings. 1. Apply a trowel finish to surfaces indicated and to floor and slab surfaces exposed to view or to be covered with resilient flooring, carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin film -finish coating system 2. Finish and measure surface so gap at any point between concrete surface and an unleveled freestanding 10-foot- long straightedge, resting on two high spots and placed anywhere on the surface, does not exceed the following: a. 1/16 inch. E. Trowel and Fine -Broom Finish: Apply a partial trowel finish, stopping after second troweling, to surfaces indicated and to surfaces where ceramic or quarry tile is to be installed by either thickset or thin -set method. Immediately after second troweling, and when concrete is still plastic, slightly scarify surface with a fine broom. 3.11 MISCELLANEOUS CONCRETE ITEMS A. Filling In: Fill in holes and openings left in concrete structures, unless otherwise indicated, after work of other trades is in place. Mix, place, and cure concrete, as specified, to blend with in -place construction. Provide other miscellaneous concrete filling indicated or required to complete Work. B. Equipment Bases and Foundations: Provide machine and equipment bases and foundations as shown on Drawings. Set anchor bolts for machines and equipment at correct elevations, complying with diagrams or templates of manufacturer furnishing machines and equipment. C. Steel Pan Stairs: Provide concrete fill for steel pan stair treads, landings, and associated items. Cast -in inserts and accessories as shown on Drawings. Screed, tamp, and trowel -finish concrete surfaces. 3.12 CONCRETE PROTECTION AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold -weather protection and with recommendations in ACI 305R for hot -weather protection during curing. B. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces. 1. Leave forms in place for a minimum of 3 days. 2. Upon removal of forms, apply approved curing compound. C. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure unformed surfaces, including floors and slabs, concrete floor toppings, and other surfaces, by the following method: 1. Concrete shall be wet cured for 3 days after concrete placement. Wet curing shall begin immediately after final finishing of slab surface and shall consist of continuous misting by sprinkler or wet burlap. 01268001 CAST -IN -PLACE CONCRETE 03300 - 9 02/02 2. No work will be permitted on the slab during wet curing. 3. Immediately after removal of sprinkler or burlap, contractor shall apply approved curing compound. 4. During cold weather concrete placement, in lieu of wet curing, the contractor shall place plastic sheets over the concrete surface with blankets over the plastic. Plastic shall remain in place for 3 days. D. Sealing Coat: Uniformly apply a continuous sealing coat of curing and sealing compound to hardened concrete by power spray or roller according to manufacturer's written instructions. 3.13 CONCRETE SURFACE REPAIRS A. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and replace concrete that cannot be repaired and patched to Architect's approval. B. Patching Mortar: Mix dry -pack patching mortar, consisting of one part portland cement to two and one-half parts fine aggregate passing a No. 16 sieve, using only enough water for handling and placing. C. Repairing Formed Surfaces: Surface defects include color and texture irregularities, cracks, spalls, air bubbles, honeycombs, rock pockets, fins and other projections on the surface, and stains and other discolorations that cannot be removed by cleaning. 1. Immediately after form removal, cut out honeycombs, rock pockets, and voids more than 1/2 inch in any dimension in solid concrete but not less than 1 inch in depth. Make edges of cuts perpendicular to concrete surface. Clean, dampen with water, and brush -coat holes and voids with bonding agent. Fill and compact with patching mortar before bonding agent has dried. Fill form -tie voids with patching mortar or cone plugs secured in place with bonding agent. 2. Repair defects on surfaces exposed to view by blending white portland cement and standard portland cement so that, when dry, patching mortar will match surrounding color. Patch a test area at inconspicuous locations to verify mixture and color match before proceeding with patching. Compact mortar in place and strike off slightly higher than surrounding surface. 3. Repair defects on concealed formed surfaces that affect concrete's durability and structural performance as determined by Architect. D. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, for finish and verify surface tolerances specified for each surface. Correct low and high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use a sloped template. 1. Repair finished surfaces containing defects. Surface defects include spalls, popouts, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch wide or that penetrate to reinforcement or completely through unreinforced sections regardless of width, and other objectionable conditions. 2. After concrete has cured at least 14 days, convect high areas by grinding. 3. Correct localized low areas during or immediately after completing surface finishing operations by cutting out low areas and replacing with patching mortar. Finish repaired areas to blend into adjacent concrete. 4. Correct other low areas scheduled to receive floor coverings with a repair underlayment. Prepare, mix, and apply repair underlayment and primer according to manufacturer's written instructions to produce a smooth, uniform, plane, and level surface. Feather edges to match adjacent floor elevations. 01268001 CAST -IN -PLACE CONCRETE 03300 - 10 02/02 5. Correct other low areas scheduled to remain exposed with a repair topping. Cut out low areas to ensure a minimum repair topping depth of 1/4 inch to match adjacent floor elevations. Prepare, mix, and apply repair topping and primer according to manufacturer's written instructions to produce a smooth, uniform, plane, and level surface. 6. Repair defective areas, except random cracks and single holes 1 inch or less in diameter, by cutting out and replacing with fresh concrete. Remove defective areas with clean, square cuts and expose steel reinforcement with at least 3/4 inch clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding agent. Mix patching concrete of same materials and mix as original concrete except without coarse aggregate. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. 7. Repair random cracks and single holes 1 inch or less in diameter with patching mortar. Groove top of cracks and cut out holes to sound concrete and clean off dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply bonding agent. Place patching mortar before bonding agent has dried. Compact patching mortar and finish to match adjacent concrete. Keep patched area continuously moist for at least 72 hours. E. Perform structural repairs of concrete, subject to Architect's approval, using epoxy adhesive and patching mortar. F. Repair materials and installation not specified above may be used, subject to Architect's approval 3.14 FIELD QUALITY CONTROL A. Testing Agency: Contractor will hire a qualified independent testing and inspecting agency to sample materials, perform tests, and submit test reports during concrete placement according to requirements specified in this Article. B. Testing Services: Testing of composite samples of fresh concrete obtained according to ASTM C 172 shall be performed according to the following requirements: 1. Testing Frequency: Obtain one composite sample for each day's pour of each concrete mix exceeding 5 cu. yd., but less than 25 cu. yd., plus one set for each additional 50 cu. yd. or fraction thereof. a. When frequency of testing will provide fewer than five compressive -strength tests for each concrete mix, testing shall be conducted from at least five randomly selected batches or from each batch if fewer than five are used. 2. Slump: ASTM C 143; one test at point of placement for each composite sample, but not less than one test for each day's pour of each concrete mix. Perform additional tests when concrete consistency appears to change. 3. Air Content: ASTM C 231, pressure method, for normal -weight concrete; ASTM C 173, volumetric method, for structural lightweight concrete; one test for each composite sample, but not less than one test for each day's pour of each concrete mix. 4. Concrete Temperature: ASTM C 1064; one test hourly when air temperature is 40 deg F and below and when 80 deg F and above, and one test for each composite sample. 5. Unit Weight: ASTM C 567, fresh unit weight of structural lightweight concrete; one test for each composite sample, but not less than one test for each day's pour of each concrete mlx. 6. Compression Test Specimens: ASTM C 31; cast and laboratory cure one set of four standard cylinder specimens for each composite sample. 7. Compressive -Strength Tests: ASTM C 39; test one laboratory -cured specimen at 7 days and two at 28 days. Hold one test specimen in reserve. (I { _._} 01268001 CAST -IN -PLACE CONCRETE 03300 - 11 02/02 i I 7 C. Strength of each concrete mix will be satisfactory if every average of any three consecutive compressive -strength tests equals or exceeds specified compressive strength and no compressive -strength test value falls below specified compressive strength by more than 500 psi. D. Test results shall be reported in writing to Architect, concrete manufacturer, and Contractor within 48 hours of testing. Reports of compressive -strength tests shall contain Project identification name and number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength, and type of break for both 7-and 28-day tests. E. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted by Architect but will not be used as sole basis for approval or rejection of concrete. F. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Architect. Testing and inspecting agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42 or by other methods as directed by Architect. END OF SECTION 03300 01268001 CAST -IN -PLACE CONCRETE 03300 - 12 02/02 SECTION 15100 BUTTERFLY VALVES AND OPERATORS PART 1 - GENERAL 1.1 - SECTION INCLUDES A. This section covers the work necessary to furnish and install the butterfly valves and operators, complete, as specified herein. 1.2 SUBMITTALS A. Shop Drawings: 1. Product data sheets for make and model. 2. Complete catalog information, descriptive literature, specifications, and identification of materials of construction. 3. Power and control wiring diagrams, including terminals and numbers. 4. Sizing calculations for open/close and throttle actuators. B. Quality Control Submittals: 1. Certificate of Compliance for: a. Butterfly valves; full compliance with AWWA C540. 2. Tests and inspection data. 3. Manufacturer's Certificate of Proper Installation. 4. Operation and maintenance manual. PART 2 - PRODUCTS 2.1 GENERAL A. Valve to include operator, actuator, handwheel, extension stem, worm and gear operator, operating nut and accessories as necessary for complete operation. B. Valve to be suitable for intended service. Renewable parts including discs, packing, and seats shall not be of a lower quality than specified. C. Valve same size as adjoining pipe. Valve ends to suit adjacent piping. D. Valve to open by turning counterclockwise. Size operator to operate valve for the full range of pressures and velocities. Factory mount operator, actuator, and accessories. E. All units shall have the name of the manufacturer and the size of the valve cast on the body or bonnet or shown on a permanently attached plate in raised letters. F. For the purpose of designating the type and grade of valve desired, a manufacturer's name and list or figure number is given in the following Specifications. Valves of equal quality by other manufacturers that conform to these Specifications will be considered. C a 01268001 BUTTERFLY VALVES AND OPERATORS 15100 - 1 02/02 2.2 MATERIALS A. Brass and bronze valve components and accessories that have surfaces in contact with water to be alloys containing less than 16 percent zinc and 2 percent aluminum B. Approved alloys are of the following ASTM designations: 1. B61, B62, B98 (Alloy UNS No. C65100, C65500, or C66100), B139 (Alloy UNS No. C51000), B584 (Alloy UNS No. C90300 or C94700), B164, B194, and B127. 2. Stainless steel Alloy 18-8 may be substituted for bronze. 2.3 FACTORY FINISHING A. Epoxy Lining and Coating: 1. In accordance with AWWA C550 unless otherwise specified. 2. Either two-part liquid material or heat -activated (fusion) material, except only heat -activated material if specified as "fusion" or "fusion -bonded" epoxy. 3. Minimum 7-mil dry film thickness except where limited by valve operating tolerances. 2.4 VALVES A. Butterfly Valves: 1. General: Butterfly valve specified as AWWA C504 to be in compliance with AWWA C504 and the following requirements: a. Suitable for infrequent operation after periods of inactivity. b. Valve seat shall be constructed of Buna N or EPDM and suitable for bi-directional shut-off. Seats shall be retained in the valve body by mechanical means without retaining rings, segments, screws or hardware in the flow stream. Seats shall be a full 360' without interruption and have a plurality of grooves meeting with a spherical disc edge seating surface. Valve seats shall be field adjustable around the full 360" circumference and replaceable without dismantling the actuator, disc or shaft and without removing the valve from the line. C. Bubble -tight with rated pressure applied from either side. d. No travel stops for the disc on interior of the body. e. Valve shafts shall be of stainless steel type 304. Shafts shall be two-piece, stub type and keyed for actuator connection. The actuator end of the valve shaft shall have a packing gland utilizing "V" type chevron packing. "O" ring and "U" cup packing is not allowed. f. Isolate metal -to -metal thrust bearing surfaces from flowstream. g. Inside diameter at seat shall not be less than the inside diameter of the connecting pipe by more than 1 inch. h. Valve bodies shall be flanged of cast iron ASTM A 126 Class B. Disc shall be cast iron or ductile iron with a 316 stainless steel seating edge. Disc and shaft connection shall be made with stainless steel joins. i. Valve hearings shall be of a self-lubricating nonmetallic material to effectively isolate the disc -shaft assembly from the valve body. Thrust bearing shall be provided to ensure that the disc -shaft assembly remains securely in center of the valve body. Metal to metal thrust hearings in the flow stream are not allowed. j. Flanged end, short body type. 2. Manufacturers and Products: a. Butterfly valves shall be Henry Pratt Model Triton XR70 or approved equal. 01268001 BUTTERFLY VALVES AND OPERATORS 15100 - 2 02/02 1 2.5 OPERATORS A. Manual Operator: 1. General: a. Operator force not to exceed 40 pounds under any operating condition, including initial breakaway. Gear reduction operator when force exceeds 40 pounds. b. Operator self-locking type or equipped with self-locking device. C. Position indicator on quarter -turn valves. d. Worm and gear operators one-piece design worm -gears of gear bronze material. Worm hardened alloy steel with thread ground and polished. Traveling nut type operators threader steel reach rods with internally threaded bronze or ductile iron nut. 2. Exposed operator: a. Galvanized and painted handwheels. b. Lever operators allowed on quarter -turn valves 8 inches and smaller. C. Cranks on gear type operators. B. Electric Operator: 1. General: a. Comply with AWWA C540. b. Size to 1-1/2 times required operating torque. Motor stall torque not to exceed torque capacity of valve. C. Controls integral with the actuator and fully equipped as specified in AWWA 540. d. Stem protection for rising stem valves. 2. Actuator Operation -General: a. Suitable for full 90-degree rotation of quarter -turn valves. b. Manually override handwheel. C. Valve position indication. d. Operate in FULL CLOSED to FULL OPEN positions or the reverse in the number of seconds given in electric Operator Schedule. 3. Modulating Service: a. Size motors for continuous duty. b. Feedback potentiometer and integral electronic positioner/comparator circuit to maintain valve position. C. HAND -OFF -AUTO (Local -Off -Remote) Selector Switch: 1) OPEN -STOP -CLOSE pushbutton to control valve in HAND position. 2) 4 to 20 mA do input signal to control valve in AUTO position. d. Valves shall close upon loss of signal unless otherwise indicated. e. OPEN and CLOSED indicating lights. f. Ac motor with reversing starter or do motor with solid state reversing controller, and built-in overload protection. g. Duty cycle limit timer and adjustable band width to prevent actuator hunting. 4. Actuator Power Supply: a. 240-volt, three-phase. b. Externally operable power disconnect switch. 5. Enclosure: a. As defined in NEMA 250, Type 4. b. Designed for outdoor service. I 01268001 BUTTERFLY VALVES AND OPERATORS 15100 - 3 02/02 6. Limit Switch: a. Single -pole, double -throw (SPDT) type, field adjustable cam -operated. b. Each valve actuator to have minimum of two transfer contacts at end position, one for valve FULL OPEN and one for valve FULL CLOSED. C. Housed in actuator control enclosure. 7. Manufacturers and Products: a. EIM Co. 2.6 ACCESSORIES A. Provide the following accessories as indicated on the Drawings, and as necessary for a complete and functional system. 1. T-Handled operating wrench: a. Two each galvanized operating wrenches, 6 feet long. b. Manufacturers and products: 1) Mueller; No. A-24610. 2) Clow No.; F-2520. PART 3 - EXECUTION 3.1 INSTALLATION A. Flange Ends: 1. Flanged valve boltholes shall straddle vertical centerline of pipe. 2. Clean flanged faces, insert gasket and bolts, and tighten nuts progressively and uniformly. B. Valve Orientation: 1. Install operating stem vertical when valve is installed in horizontal runs of pipe having centerline elevations 4 feet 6 inches or less above finished floor, unless otherwise shown 2. Install operating stem horizontal in horizontal runs of pipe having centerline elevations between 4 feet 6 inches and 6 feet 9 inches above finish floor, unless otherwise shown. 3. Orient butterfly valve shaft so that unbalanced flows or eddies are equally divided to each half of the disc (i.e., shaft is in the plane of rotation of the eddy). 3.2 TESTS AND INSPECTION A. General: Bolt holes shall straddle the vertical centerline of the pipe run. Prior to installing flanged valves, the flange faces shall be thoroughly cleaned. After cleaning, insert gasket and bolts, and tighten the nuts progressively and uniformly. If flanges leak under pressure, loosen or remove the nuts and bolts, reseat or replace the gasket, retighten and/or reinstall the nuts and bolts, and retest the joints. Joints shall be watertight at test pressures before acceptance. B. Valves shall be field tested at the same time that the adjacent pipeline is tested. Joints shall show no visible leakage under test. Repair joints that show signs of leakage prior to final acceptance. If there are any special parts of control systems or operators that might be damaged by the pipeline test, they shall be properly protected. The Contractor will be held responsible for any damage caused by the testing. C. Test that valves open and close smoothly with operating pressure on one side and atmospheric pressure on the other, in both directions for two-way valve and applications. END OF SECTION 01268001 BUTTERFLY VALVES AND OPERATORS 15100 - 4 02/02 SECTION 16000 BASIC ELECTRICAL METHODS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work in this section. 1.2 REQUIREMENTS OF REGULATORY AGENCIES AND STANDARDS A. Regulatory Agencies: Installation, materials, equipment and workmanship shall conform to the applicable provisions of the following: B. National Electrical Code (NEC) C. National Electrical Safety Code (NESC) D. Terms and conditions of the electrical utility and other authorities having lawful jurisdiction pertaining to the work required. E. Electrical contractor shall coordinate all control wiring and electrical connections to equipment items furnished by other contractors under other sections of these specifications. All power and control wiring shall be provided under Division 16 unless otherwise noted. F. The work covered by Division 16 of the Specifications includes the furnishing of all materials, labor, transportation, tools, permits, and fees for the complete installation of all electrical work required in the Contract Drawings. G. In the event that additional or special construction is required, the Contractor is responsible for providing all material and equipment which are usually furnished with such construction in order to complete the installation, whether indicated or not. H. The contractor shall familiarize himself with the existing conditions of the site and advise the Engineer of any discrepancy or conflict prior to bidding. I. The contractor shall be responsible for all permits, fees, and licenses required for the project. All cost of such permits or fees shall be included in the bid. J. All equipment and material shall be installed in accordance with the applicable manufacturer's recommendations and standards. K. Contractor shall be responsible for coordinating with the utility service provider to verify all locations, routing, equipment and labor that will be furnished as a part of this contract. 1.3 SUBMITTALS A. The intent of this section is to give general submittal information, refer to specific submittal information in the subsequent mechanical sections. B. Within 10 days after award of the contract, and before orders are placed, Contractor shall submit specific information on list of equipment and principal materials specified. Contractor shall indicate and/or provide names of manufacturers, catalog and model numbers, cut sheets, and such other supplementary information as necessary for evaluation. Minimum of six (6) copies, or as directed by the Engineer, of each shall be submitted and shall include all items mentioned by model number and/or manufacturer's name in the specifications or in schedules on the drawings. C. Requirements for each submittal: 1. Bear a dated stamp or specific written indication that the Contractor has reviewed and approved all submittal prior to submission to Engineer. 01268001 BASIC ELECTRICAL METHODS 16000 - 1 02/02 2. Have all information deleted by Contractor that pertains to the means and methods of construction or to fabrication, assembly, installation, or erection (approval by Engineer shall not extend to these areas unless specifically noted by Engineer). 3. Be clearly and SPECIFICALLY marked as to which specific piece of equipment is being submitted, by use of a permanent marker, stamp, etc., so as to distinguish it from other pieces of equipment that may occur on the same page. 4. Be clearly marked as to which available options are being submitted that are associated with a piece of equipment. 5. Be complete with respect to quantities, dimensions, specific performance, materials, and similar data to enable the Engineer to review the proposed equipment. Omission by Contractor of any of the above requirements or submittals will subject submittal to automatic rejection without review. Any submittals received by Engineer that were not requested shall be returned without review of any kind. D. Installation Instructions - For certain products or systems as identified in subsequent specifications sections or on the drawings, the Contractor shall be required to provide copies of manufacturer's installation instructions with the submittal. When required as such, the installation instructions are considered part of the submittal and their omission may result in automatic rejection of the submittal. Where more than one identical device are scheduled, only one set of installation instructions needs to be submitted, e.g. if seven five -ton split systems air conditions are scheduled, only one five -ton unit installation instruction needs to be submitted. Similarly, if one set of installation instructions is identified by the manufacturer and on the instructions to be applicable to more than one type or size of devices, e.g. if one set of air conditioner instructions is good for three, four, five -ton units, then only one instruction set is required for these devices. PART 2 - PRODUCTS 2.1 EQUIPMENT REQUIREMENTS A. The electrical requirements for equipment specified or indicated on the drawings are based on information available at the time of design. If equipment furnished for installation has electrical requirements other than indicated on the electrical drawings, the Contractor shall make any required changes to wire and conduit size, controls, overcurrent protection and installation as required to accommodate the equipment supplied, without additional charge to the Owner. The complete responsibility and costs for such adjustments shall be assigned to the respective section of this specification under which the equipment is furnished. 2.2 MATERIALS A. All similar materials and equipment shall be the product of the same manufacturer unless specified otherwise. B. Materials and equipment shall be the standard products of manufacturers regularly engaged in the production of such material and shall be the manufacturer's current and standard design. C. Altitude: Equipment affected by altitude shall perform satisfactorily for the function intended at the altitude of the project site. D. Detectable Warning Tape: Acid and alkali -resistant polyethylene film warning tape manufactured for marking and identifying underground utilities, minimum 6" wide and 4 mils thick, continuously 01268001 BASIC ELECTRICAL METHODS 16000 - 2 02/02 inscribed with a description of utility, with metallic core encased in a protective jacket for corrosion protection, detectable by metal detector when tape is buried up to 30" deep; colored as follows: 1. Red: Electric. 2. Yellow: Gas, oil, steam, and dangerous materials. 3. Orange: Telephone and other communications. 4. Blue: Water systems. 5. Green: Sewer systems. E. . Backfill Material 1. Material 4" below and 12" above pipes and conduit shall be natural or manufactured sand complying to ASTM C 33. 2. Material more than 12" above pipes and conduits shall be sand indicated above or native fill free of rock or gravel larger than 3/8" in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter. PART 3 - EXECUTION 3.1 GENERAL A. Fabrication, erection and installation of the complete electrical system shall be done in accordance with accepted good practice by qualified personnel experienced in such work and shall proceed in an orderly manner so as not to impede the progress of the project. The Electrical Contractor shall check all areas and surfaces where electrical equipment material is to be installed, removed or relocated and report any unsatisfactory conditions before starting work. Commencement of work signifies this Contractor's acceptance of existing conditions. In the acceptance or rejection of the finished installation, no allowance will be made for lack of skill on the part of workmen. Surfaces requiring coatings will be completed prior to installation of any electrical work on these surfaces. B. The electrical drawings are diagrammatic. The installation requirements shall be carefully jcoordinated with structural and mechanical conditions and shall be adjusted to avoid conflict. C. All work shall be concealed in walls, ceilings, and chases unless specifically noted to be exposed or otherwise approved. D. The locations of electrical equipment is approximate and are not intended to convey the exact details and mounting of location of outlets, equipment and other items. Exact locations are to be field determined by actual measurements. E. Protect subgrades and foundation soils against freezing temperatures or frost. Provide protective insulating materials as necessary. F. Excavation for Conduit 1. Excavate trenches to indicated gradients, lines, depths, and elevations. 2. Excavate trenches to uniform widths to provide a working clearance on each side of pipe or conduit. Excavate trench walls vertically from trench bottom to 12" higher than top of pipe or conduit, unless otherwise indicated. 3. Trench Bottoms: Excavate and shape trench bottoms to provide uniform bearing and support of pipes and conduit. Shape subgrade to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduits. Remove projecting stones and sharp objects along trench subgrade. a. For pipes and conduit less than 6" in nominal diameter and flat-bottomed, multiple -duct conduit units, hand excavate trench bottoms and support pipe and conduit on an undisturbed subgrade. b. For pipes and conduit 6" or larger in nominal diameter, shape bottom of trench to support bottom 90 degrees of pipe circumference. Fill depressions with tamped sand backfill. 01268001 BASIC ELECTRICAL METHODS 16000 - 3 y{ 02/02 C. Excavate trenches 4" deeper than elevation required in rock or other unyielding bearing material to allow for bedding course. 4. Place backfill and fill materials in layers not more than 8" in loose depth for material compacted by heavy compaction equipment, and not more than 4" in loose depth for material compacted by hand -operated tampers. 5. Compact soil to not less than the following percentages of maximum dry unit weight according to ASTM D 698: a. Under structures, building slabs, steps, and pavements, scarify and recompact top 12" of existing subgrade and each layer of backfill or fill material at 95 percent. b. Under walkways, scarify and recompact top 6" below subgrade and compact each layer of backfill or fill material at 92 percent. C. Under lawn or unpaved areas, scarify and recompact top 6" below subgrade and compact each layer of backfill or fill material at 85 percent. 6. Install detectable warning tape above conduits and pipe, 12" below finished grade, except 6" below subgrade under pavements and slabs. 7. Protection a. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris. b. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent construction operations or weather conditions. 1) Scarify or remove and replace soil material to depth as directed by Engineer; reshape and recompact. C. Where settling occurs before Project correction period elapses, remove finished surfacing, backfill with additional soil material, compact, and reconstruct surfacing. 1) Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to the greatest extent possible. 8. Disposal of Surplus and Waste Materials a. Disposal: Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Owner's property unless otherwise directed by Owner. b. Repair: Any damage to shrubs, grass or structures shall be repaired to previous condition by Contractor at no additional expense to Owner. 3.2 PERFORMANCE TESTS A. Thoroughly test all control circuits, services and all circuits for proper operating condition and freedom from grounds and short circuits before acceptance is requested. All equipment, appliances and devices shall be operated under load conditions. B. After the interior wiring system installation is complete conduct operating tests for approval. When requested, test all the wire, cable, devices and equipment after installation, to assure that all material continues to possess all the original characteristics as required by governing codes and standards listed in these specifications. C. After motor operation has been verified make voltage readings at all panelboards and starters. Based on these readings, make final adjustments of primary taps on all transformers in the building as directed, or coordinate with the utility proper building voltage. D. Perform such other tests as required by other sections of these specifications or as requested to prove acceptability. E. Furnish all instruments and labor for testing. 01268001 BASIC ELECTRICAL METHODS 16000 - 4 02/02 F. All material installed shall be listed, inspected, and approved by a nationally accepted testing laboratory such as UL and/or ETL. All material shall bear the UL or ETL label where available. 3.3 SUBMITTAL AND APPROVAL OF MATERIALS A. All requirements for submittals shall comply with the applicable provisions included in the individual specification sections. B. . Unless identified as a sole source item, the listing of product manufacturers, catalog numbers, etc., on the drawings is intended to establish a standard of quality of the product. It is the responsibility of the contractor to review all items he intends to submit. If equipment other than that indicated on drawings is proposed by the contractor, the information will be reviewed at the time of the submission of the submittal. END OF SECTION BASIC ELECTRICAL METHODS 16000 - 5 01268001 02/02 SECTION 16111 CONDUIT PART 1 - GENERAL 1.1 ` SECTION INCLUDES A. Metal conduit. B. Flexible metal conduit. C. Liquid -tight flexible metal conduit. D. Electrical metallic tubing. - } E. Fittings and conduit bodies. 1.2 RELATED SECTIONS A. Section 16130 - Boxes. :r B. Section 16170 - Grounding and Bonding. C. Section 16190 - Supporting Devices. D. Section 16195 - Electrical Identification. 1.3 REFERENCES A. ANSI C80.1 - Rigid Steel Conduit, Zinc Coated. B. ANSI C80.3 - Electrical Metallic Tubing, Zinc Coated. C. ANSI/NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit and Cable Assemblies. D. ANSI/NFPA 70 - National Electrical Code. E. NECA "Standard of Installation." F. NEMA TC 3 - PVC Fittings for Use with Rigid PVC Conduit and Tubing. 1.4 DESIGN REQUIREMENTS / riyq } A. Conduit Size: Minimum in accordance with ANSUNFPA 70 or as indicated on the drawings. 1.5 SUBMITTALS C A. Submit under provisions of Section 01300. B. Product Data: Provide for metallic conduit, flexible metal conduit, liquid -tight flexible metal conduit, nonmetallic conduit, fittings and conduit bodies. 1.6 PROJECT RECORD DOCUMENTS A. Submit under provisions of Section 01700. a B. Accurately record actual routing of conduits. 01268001 CONDUIT 16111 - 1 02/02 1.7 REGULATORY REQUIREMENTS A. Conform to requirements of ANSI/NFPA 70. B. Furnish products listed and classified by Underwriters Laboratories, Inc. as suitable for purpose specified and shown. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect, and handle Products to site under provisions of Section 01600. B. Accept conduit on site. Inspect for damage. C. Protect conduit from corrosion and entrance of debris by storing above grade. Provide appropriate covering. D. Protect PVC conduit from sunlight. 1.9 PROJECT CONDITIONS A. Verify that field measurements are as shown on Drawings. B. Verify routing and termination locations of conduit prior to rough -in. C. Conduit routing is shown on Drawings in approximate locations unless dimensioned. Route as required to complete wiring system. PART 2 - PRODUCTS 2.1 CONDUIT REQUIREMENTS A. Minimum Size: 3/4 inch unless otherwise specified. B. Wet and Damp Locations above grade: Use rigid steel or liquid tight flexible conduit. C. Inside Wellhouse: Use rigid steel or liquid -tight flexible conduit. D. Below Slab: Non metallic PVC conduit is acceptable within limitations specified. E. Below Grade: Use only PVC coated rigid galvanized steel, wrapped rigid steel, or non metallic PVC conduit within limitations specified. F. MC Cable: Shall not be utilized on this project. 2.2 METAL CONDUIT A. Manufacturers: 1. Allied 2. Wheatland 3. Substitutions: Under provisions of Section 01600. B. Rigid Steel Conduit: ANSI C80.1. C. Intermediate Metal Conduit (IMC): Rigid steel. D. Fittings and Conduit Bodies: ANSI/NEMA FB 1; all steel fittings. 01268001 CONDUIT 16111 - 2 02/02 2.3 LIQUIDTIGHT FLEXIBLE METAL CONDUIT A. Manufacturers: 1. Ultatite 2. Electri-flex 3. Substitutions: Under provisions of Section 01600. B. Description: Interlocked steel construction with PVC jacket. C. Fittings: ANSI/NEMA FB 1. D. Applications: Use for final connections to motorized equipment in exterior locations. 2.4 PVC COATED METAL CONDUIT A. Manufacturers: 1. Levy 2. Robroy Industries 3. Substitutions: Under provisions of Section 01600. B. Description: NEMA RN-1, rigid steel conduit with external PVC coating, 20 mil thick. C. General: Protective layer may be factory applied or galvanized rigid steel conduit may be applied with two layers of corrosion resistant tape. D. Fittings and Conduit Bodies: ANSUNEMAFB 1; steel fittings with external PVC coatings to match conduit. PART 3 - EXECUTION 3.1 INSTALLATION A. Install conduit in accordance with NECA "Standard of Installation." B. Install nonmetallic conduit in accordance with manufacturer's instructions. C. Arrange supports to prevent misalignment during wiring installation. D. Support conduit using coated steel or malleable iron straps, lay -in adjustable hangers, clevis hangers, and split hangers. E. Group related conduits; support using conduit rack. Construct rack using steel channel. F. Fasten conduit supports to building structure and surfaces under provisions of Section 16190. G. Do not support conduit with wire or perforated pipe straps. Remove wire used for temporary supports H. Do not attach conduit to ceiling support wires. I. Arrange conduit to maintain headroom and present neat appearance. J. Route exposed conduit parallel and perpendicular to walls. K. Route conduit installed above accessible ceilings parallel and perpendicular to walls. L. Maintain adequate clearance between conduit and piping. M. Maintain 12 inch clearance between conduit and surfaces with temperatures exceeding 104 degrees F. N. Cut conduit square using saw or pipecutter; de -burr cut ends. O. Bring conduit to shoulder of fittings; fasten securely. P. Use conduit hubs or sealing locknuts to fasten conduit to sheet metal boxes in damp and wet locations and to cast boxes. Q. Install no more than equivalent of three 90-degree bends between boxes. Use conduit bodies to make sharp changes in direction, as around beams. Use factory elbows for bends in metal conduit larger than 2 inch size. R. Avoid moisture traps; provide junction box with drain fitting at low points in conduit system. 01268001 CONDUIT 16111 - 3 02/02 S. Provide suitable fittings to accommodate expansion and deflection where conduit crosses, control and expansion joints. T. Provide suitable pull string in each empty conduit except sleeves and nipples. U. Use suitable caps to protect installed conduit against entrance of dirt and moisture. V. Ground and bond conduit under provisions of Section 16170. W. Identify conduit under provisions of Section 16195. X. Ducts shall be cleaned with an flexible mandrel assembly. Y. All conduits passing vertically through slabs on grade shall be rigid steel or IMC. Rigid steel and IMC conduits shall be applied with protective coatings as indicated herein. Z. Minimum cover for underground conduits shall be 30 inches. AA. All conduits installed inside the wellhouse shall be rigid steel or liquid -tight flexible metal conduit. END OF SECTION 01268001 CONDUIT 16111 - 4 02/02 SECTION 16123 WIRE AND CABLE PART1-GENERAL 1.1 SECTION INCLUDES: A. Wire and cable. B. Wiring connectors and connections. 1.2 RELATED SECTIONS: A. Section 16195 - Electrical Identification. 1.3 REFERENCES: A. Section 01400 - Quality Control: Requirements for references and standards. B. NECA Standard of Installation (National Electrical Contractors Association). C. NETA ATS - Acceptance Testing Specifications for Electrical Power Distribution Equipment and Systems (International Electrical Testing Association). D. NFPA 70 - National Electrical Code. 1.4 SUBMITTALS FOR REVIEW: A. Section 01300 - Submittals: Procedures for submittals. B. Product Data: Provide for each cable assembly type. 1.5 SUBMITTALS FOR INFORMATION: A. Section 01300 - Submittals: Procedures for submittals. B. Test Reports: Indicate procedures and values obtained. C. Manufacturer's Installation Instructions: Indicate application conditions and limitations of use stipulated by product testing agency specified under Regulatory Requirements. 1.6 SUBMITTALS AT PROJECT CLOSEOUT: A. Section 01700 - Contract Closeout: Procedures for submittals. Project Record Documents: Record actual locations of components and circuits. iiB. J 1.7 QUALIFICATIONS: A. Manufacturer: Company specializing in manufacturing products specified in this Section with minimum three years documented experience. I ..J 01268001 WIRE AND CABLE 16123 - 1 02/02 1.8 REGULATORY REQUIREMENTS: A. Conform to NFPA 70. B. Furnish products listed and classified by Underwriters Laboratories Inc. as suitable for the purpose specified and indicated. 1.9 FIELD SAMPLES: A. Provide under provisions of Section 01400. 1.10 PROJECT CONDITIONS: A. Section 01040 - Coordination and Meetings. B. Verify that field measurements are as indicated. C. Conductor sizes are based on copper. D. Wire and cable routing indicated is approximate unless dimensioned. 1.11 COORDINATION: A. Coordinate Work under provisions of Section 01040. B. Where wire and cable destination is indicated and routing is not shown, determine exact routing and lengths required. PART 2 - PRODUCTS 2.1 BUILDING WIRE: A. Manufacturers: 1. Southwire. 2. American Cable. 3. Houston Wire and Cable. 4. Substitutions: Refer to Section 01600 - Material and Equipment. B. Description: Single conductor insulated wire. C. Conductor: Copper. D. Insulation Voltage Rating: 600 volts. E. Insulation: NFPA 70, Type THHN/THWN and XHHW. F. MC Cable: Shall not be utilized on this project. 2.2 CABLE: A. Description: Control cable extended with pipeline shall be copper, multi -conductor cable rated for direct buried application. 01268001 WIRE AND CABLE 16123 - 2 02/02 I l 1 _, l 2.3 WIRING CONNECTORS: A. Split Bolt Connectors: 1. Ilsco. 2. Buchanan. 3. Burndy. 4. Substitutions: Refer to Section 01600 - Material and Equipment. B. Solderless Pressure Connectors: 1. Ilsco. 2. Buchanan. 3. Burndy. 4. Substitutions: Refer to Section 01600 - Material and Equipment. C. Spring Wire Connectors: 1. Ideal. 2. Substitutions: Refer to Section 01600 - Material and Equipment. D. Compression Connectors: 1. Ilsco. 2. Buchanan. 3. Burndy. 4. Substitutions: Refer to Section 01600 - Material and Equipment. PART 3 - EXECUTION 3.1 EXAMINATION: A. Section 01039 - Coordination and Meetings: Verification of existing conditions before starting work. B. Verify that interior of building has been protected from weather. C. Verify that mechanical work likely to damage wire and cable has been completed. D. Verify that raceway installation is complete and supported. 3.2 PREPARATION: A. Completely and thoroughly swab raceway before installing wire. 3.3 WIRING METHODS: A. All Locations: Use only building wire, Type THW or THHN/THWN insulation, in raceway. B. Use wiring methods indicated. 3.4 INSTALLATION: A. Section 01400 - Quality Control: Manufacturer's instructions. B. Route wire and cable as required to meet Project Conditions. C. Install cable in accordance with the NECA "Standard of Installation." D. Use solid conductor for feeders and branch circuits 10 AWG and smaller. E. Use stranded conductors for control circuits. F. Use conductor not smaller than 12 AWG for power and lighting circuits with the exception of pre -manufactured fixture whips, listed for such use and not exceeding 6' in length. G. Use conductor not smaller than 16 AWG for control circuits. 01268001 WIRE AND CABLE 16123 - 3 02/02 H. Use 10 AWG conductors for 20 ampere, 120 volt branch circuits longer than 75 feet. I. Install all conductors in conduit. J. Pull all conductors into raceway at same time. K. Use suitable wire pulling lubricant for building wire 4 AWG and larger. L. Protect exposed cable from damage. M. All cables shall be neatly supported. N. Use suitable cable fittings and connectors. O. Neatly train and lace wiring inside boxes, equipment, and panelboards. P. Clean conductor surfaces before installing lugs and connectors. Q. Make splices, taps, and terminations to carry full ampacity of conductors with no perceptible temperature rise. R. Use split bolt connectors for copper conductor splices and taps, 6 AWG and larger. Tape uninsulated conductors and connector with electrical tape to 150 percent of insulation rating of conductor. S. Use solderless pressure connectors with insulating covers for copper conductor splices and taps, 8 AWG and smaller. T. Use insulated spring wire connectors with plastic caps for copper conductor splices and taps, 10 AWG and smaller. U. Identify and color code wire and cable under provisions of Section 16195. Identify each conductor with its circuit number or other designation indicated. V. The number of conductors in each conduit run shall be limited to the requirements as indicated on the drawings and stated in Article 310-15 of the National Electrical Code. 3.5 FIELD QUALITY CONTROL: A. Section 01400 - Quality Control: Field inspection, testing and adjusting. B. Inspect and test in accordance with NETA ATS, except Section 4. C. Perform inspections and tests listed in NETA ATS, Section 7.3.1. END OF SECTION 01268001 WIRE AND CABLE 16123 - 4 02/02 4 r SECTION 16130 BOXES PART1-GENERAL 1.1- SECTION INCLUDES: A. Wall and ceiling outlet boxes. B. Pull and junction boxes. 1.2 REFERENCES: A. NECA - Standard of Installation. B. NEMA FB 1 - Fittings and Supports for Conduit and Cable Assemblies. C. NEMA OS 1 - Sheet -steel Outlet Boxes, Device Boxes, Covers, and Box Supports. D. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum). E. NFPA 70 - National Electrical Code. 1.3 SUBMITTALS FOR CLOSEOUT: A. Section 01700 - Contract Closeout: Submittals for Project closeout. B. Record actual locations and mounting heights of pull and junction boxes on project record documents. 1.4 REGULATORY REQUIREMENTS: A. Conform to requirements of NFPA 70. B. Provide Products listed and classified by Underwriters Laboratories, Inc., as suitable for the purpose specified and indicated. PART 2 - PRODUCTS 2.1 OUTLET BOXES: A. Sheet Metal Outlet Boxes: NEMA OS 1, galvanized steel. B. Luminaire and Equipment Supporting Boxes: Rated for weight of equipment supported; include half - inch (13 mm) male fixture studs where required. C. Cast Boxes: NEMA FB 1, Type FD, cast feralloy. Provide gasketed cover by box manufacturer. 2.2 PULL AND JUNCTION BOXES: A. Sheet Metal Boxes: NEMA OS 1, galvanized steel. B. Surface Mounted Cast Metal Box: NEMA 250, Type 4; flat -flanged, surface mounted junction box: C. Material: Galvanized cast iron. D. Cover: Furnish with ground flange, neoprene gasket, and stainless steel cover screws. 01268001 BOXES 16130 - 1 02/02 PART 3 - EXECUTION 3.1 EXAMINATION: A. Verify locations of outlets in all locations areas prior to rough -in. 3.2 INSTALLATION: A. Install boxes in accordance with NECA "Standard of Installation." B. Install in locations as shown on Drawings, and as required for splices, taps, wire pulling, equipment connections and compliance with regulatory requirements. C. Electrical boxes are shown on Drawings in approximate locations unless dimensioned. Adjust box location up to 10 feet if required to accommodate intended purpose. D. Maintain headroom and present neat mechanical appearance. E. Install pull boxes and junction boxes above accessible ceilings and in unfinished areas only. F. Use stamped steel bridges to fasten flush mounting outlet box between studs. G. Install flush mounting box without damaging wall insulation or reducing its effectiveness. H. Use adjustable steel channel fasteners for hung ceiling outlet box. I. Do not fasten boxes to ceiling support wires. J. Support boxes independently of conduit. K. Use cast outlet box in exterior locations exposed to the weather and wet locations. L. Large Pull Boxes: Use surface -mounted cast metal box in other locations. 3.3 ADJUSTING: A. Section 01700 - Contract Closeout: Adjusting installed work. B. Adjust flush -mounting outlets to make front flush with finished wall material. C. Install knockout closures in unused box openings. 3.4 CLEANING: A. Section 01700 - Contract Closeout: Cleaning installed work. B. Clean interior of boxes to remove dust, debris, and other material. C. Clean exposed surfaces and restore finish. 3.5 REPAIR: A. Repair any areas or surfaces damaged during conduit installation. B. Paint (resurface) to original condition. END OF SECTION 01268001 BOXES 16130 - 2 02/02 SECTION 16170 GROUNDING AND BONDING PARTI-GENERAL 1.1 - SECTION INCLUDES A. Grounding electrodes and conductors. B. Equipment grounding conductors. C. Bonding. 1.2 REFERENCES A. Section 01400 - Quality Control: Requirements for references and standards. B. NETA ATS - Acceptance Testing Specifications for Electrical Power Distribution Equipment and Systems (International Electrical Testing Association). C. NFPA 70 - National Electrical Code. 1.3 GROUNDING SYSTEM DESCRIPTION A. Metal underground water pipe. B. Metal frame of the building. C. Rod electrode. 1.4 PERFORMANCE REQUIREMENTS A. Grounding System Maximum Resistance: 10 ohms. 1.5 SUBMITTALS FOR REVIEW A. Section 01300 - Submittals: Procedures for submittals. B. Product Data: Provide for grounding electrodes and connections. 1.6 SUBMITTALS FOR CLOSEOUT A. Section 01700 - Contract Closeout: Procedures for submittals. B. Project Record Documents: Record actual locations of components and grounding electrodes. C. Certificate of Compliance: Indicate approval of installation by authority having jurisdiction. 1.7 REGULATORY REQUIREMENTS A. Conform to requirements of NFPA 70. B. Products: Listed and classified by Underwriters Laboratories, Inc. as suitable for the purpose specified and indicated. 01268001 GROUNDING & BONDING 16170-1 02/02 PART 2 - PRODUCTS 2.1 MECHANICAL CONNECTORS A. Material: Bronze. 2.2 WIRE A. Material: Stranded copper. B. Size: Minimum as indicated on the drawings. 2.3 ROD ELECTRODES A. Material: Copper clad. B. Diameter: 3/4 inch. C. Length: 10 feet. 2.4 EXOTHERMIC CONNECTIONS A. Manufacturers: Cadweld at all locations other than at panels. PART 3 - EXECUTION 3.1 EXAMINATION A. Section 01040 - Coordination and Meetings: Verification of existing conditions prior to beginning work. B. Verify that final backfill and compaction has been completed before driving rod electrodes. 3.2 INSTALLATION A. Section 01400 - Quality Control: Manufacturer's instructions. B. Provide bonding to meet Regulatory Requirements. C. Bond together metal siding not attached to grounded structure; bond to ground. D. Equipment Grounding Conductor: Provide separate, insulated conductor within each feeder and branch circuit raceway. Terminate each end on suitable lug, bus, or bushing. E. Install rod electrodes. Install additional rod electrodes as required to achieve a resistance of 10 ohms or less. Minimum rod spacing shall be 10 feet. F. Provide for a common grounding electrode system that is interconnected as indicated. 3.3 FIELD QUALITY CONTROL A. Section 01400 - Quality Assurance: Field inspection, testing, adjusting. B. Inspect and test in accordance with NETA ATS, except Section 4. C. Perform inspections and tests listed in NETA ATS, Section 7.13. END OF SECTION 01268001 GROUNDING & BONDING 16170 - 2 02/02 l SECTION 16190 SUPPORTING DEVICES PART 1 - GENERAL 1.11 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work in this section. 1.2 SECTION INCLUDES A. Conduit and equipment supports. B. Anchors and fasteners. 1.3 REFERENCES A. NECA - National Electrical Contractors Association. B. ANSI/NFPA 70 - National Electrical Code. 1.4 REGULATORY REQUIREMENTS A. Conform to requirements of ANSI/NFPA 70. B. Furnish products listed and classified by Underwriters Laboratories, Inc. as suitable for purpose specified and shown. PART 2 - PRODUCTS 2.1 PRODUCT REQUIREMENTS A. Materials and Finishes: Provide adequate corrosion resistance. B. Provide materials, sizes, and types of anchors, fasteners and supports to carry the loads of equipment and conduit. Consider weight of wire in conduit when selecting products. C. Anchors and Fasteners: 1. Concrete Structural Elements: Use expansion anchors, powder actuated anchors and preset inserts. 2. Steel Structural Elements: Use beam clamps, spring steel clips and steel ramset fasteners. 3. Concrete Surfaces: Use self -drilling anchors and expansion anchors. 4. Sheet Metal: Use sheet metal screws. 5. Wood Elements: Use wood screws. r f 01268001 SUPPORTING DEVICES 16190 - 1 -� 02/02 PART 3 - EXECUTION 3.1 INSTALLATION A. Install products in accordance with manufacturer's instructions. B. Provide anchors, fasteners, and supports in accordance with NECA "Standard of Installation". C. Do not fasten supports to pipes, ducts, mechanical equipment, and conduit. D. Obtain permission from Engineer before drilling or cutting structural members. E. Fabricate supports from structural steel as indicated on drawings. Rigidly weld members or use hexagon head bolts to present neat appearance with adequate strength and rigidity. Use lock washers under all nuts. F. Install surface -mounted cabinets and panelboards with minimum of four anchors. G. In wet and damp locations use steel channel supports to stand cabinets and panelboards one inch off wall. H. Install conduit supports a maximum spacing specified in the NEC. END OF SECTION 01268001 SUPPORTING DEVICES 16190 - 2 02/02 SECTION 16195 ELECTRICAL IDENTIFICATION PART 1 - GENERAL 1.11 RELATED DOCUMENTS A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions and Division 1 - General Requirements apply to work in this section. 1.2 SECTION INCLUDES A. Nameplates and labels. B. Wire and cable markers. 1.3 REFERENCES A. ANSI/NFPA 70 - National Electrical Code. PART 2 - PRODUCTS 2.1 NAMEPLATES AND LABELS A. Nameplates and Labels: Engraved three -layer laminated plastic, white letters on black background. B. Locations: 1. Each electrical distribution and control equipment enclosure. 2. Field disconnects, start stop stations, control panels. C. Letter Size: 1. Use 1/4 inch letters for identifying individual equipment and loads. 2. Use 1 /4 inch letters for identifying grouped equipment and loads. 3. Use 3/8 inch letters for identifying Main Disconnect equipment. 2.2 WIRE/CONDUITBOX MARKERS A. Description: Brady B-321 Heat -Shrink Polyolefin markers. Typed label to identify each termination end point of the conductor. DC conductors shall identify polarity. B. Locations: Each conductor at wireway, pull boxes and junction boxes, and each load connection. All conduit penetrations identifying the location of each end. C. Legend: 1. Power Circuits: Branch circuit or feeder number indicated on drawings. D. Boxes: 1. Label each junction box in accessible locations to indicate the type of system (i.e.; security; power circuit - 1,3,5; etc.) 01268001 ELECTRICAL IDENTIFICATION 16195 - 1 02/02 PART 3 - EXECUTION 3.1 PREPARATION A. Degrease and clean surfaces to receive nameplates and labels. 3.2 APPLICATION A. Install nameplate and label parallel to equipment lines. B. Secure nameplate to equipment front using screws or rivets. C. Identify underground conduits using underground warning tape. Install one tape per trench at 12 inches below finished grade. Identify all conduit at exposed locations into all boxes, cabinets, etc. (see specification Section 16000) D. Identify all conductors at every termination indicating endpoints of termination and tag identification as required. E. Color coding for phase identification: 120/240 volts Phase Black A Orange (high leg) B Blue C White Neutral Green Ground Conductor phase and voltage identification shall be made by color -coded insulation for all conductors smaller than No. 6 AWG. For conductors No. 6 AWG and larger, identification shall be made by color -coded insulation, or conductors with black insulation may be furnished and identified by colored electrical tape. Conductor identification shall be provided within each enclosure where a tap, splice, or termination is made. END OF SECTION 01268001 ELECTRICAL IDENTIFICATION 16195 - 2 02/02 SECTION 16441 ENCLOSED SWITCHES PART 1 - GENERAL 1.1 - SECTION INCLUDES A. Fusible switches. B. Non -fusible switches. C. Fuses. 1.2 REFERENCES A. NEMA KS 1 - Enclosed Switches. B. NFPA 70 - National Electrical Code. C. UL 198C - High -Interrupting Capacity Fuses; Current Limiting Type. D. UL 198E - Class R Fuses. E. NEMA AB 1 — Molded Case Circuit Breakers F. NECA — Standard of Installation 1.3 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Provide switch ratings and enclosure dimensions. 1.4 QUALITY ASSURANCE A. Perform Work in accordance with NECA Standard of Installation. 1.5 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing Products specified in this Section with minimum three years documented experience. 1.6 REGULATORY REQUIREMENTS A. Conform to requirements of NFPA 70. B. Furnish products listed and classified by UL as suitable for purpose specified and shown. PART2-PRODUCTS 2.1 MANUFACTURERS A. Square D B. General Electric C. Eaton D. Siemens 01268001 ENCLOSED SWITCHES 16441 - 1 02/02 2.2 ENCLOSED SWITCHES A. Fusible or Non -fusible as indicated. B. Switch Assemblies: NEMA KS 1, Type HD load interrupter enclosed knife switch with externally operable handle interlocked to prevent opening front cover with switch in ON position. Handle lockable in OFF position. C. Fuse Clips:Designed to accommodate NEMA FU1, class R fuses. D. Enclosures: NEMA KS 1. E. All Locations: Type 3R or 4. F. NEMA ratings of enclosures as specified on drawings take precedence over location specification. G. Current rating of switch to be equal to or greater than that of the circuit it is interrupting. 2.3 FUSES A. Manufacturers: 1. Bussman 2. Littlefuse 3. Gould Shawmut B. Dimensions and Performance: NEMA FU 1, Class as specified or indicated. C. Voltage: Provide fuses with suitable voltage ratings for phase to phase voltages. D. Service Entrance: Class L, Bussman Low -peak or equivalent. E. General Purpose Loads: Class RK1, Bussman Low -peak or equivalent. F. Motor Loads: Class RK5, Bussman Fusetron or equivalent. PART 3 - EXECUTION 3.1 INSTALLATION A. Install in accordance with NECA Standard of Installation B. Install fuses in all fusible disconnects. C. Apply adhesive tag on the inside door of all disconnects indicating the NEMA class fuse and size installed. D. Provide a disconnect switch for all equipment where indicated or required by the National Electrical Code. Coordinate with other disciplines to determine where disconnects are furnished with equipment. END OF SECTION 01268001 ENCLOSED SWITCHES 16441 - 2 02/02