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Home My WebLink AboutResolution - 2004-R0412 - Contract To Install Two Gas Wells - Peterson Drilling And Testing, Inc. - 08_26_2004Resolution No. 2004-RO412 August 26, 2004 Item No. 31 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 to install two methane gas wells, by and between the City of Lubbock and Peterson Drilling and Testing, Inc. of Amarillo, 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 26th ATTEST: Reb cca Garza, City Secretary APPROVED AS TO CONTENT: Victor KilmanPurchasing Manager APPROVED AS TO FORM: 4ohn M. Knight Assistant City Attorney gs/ccdocs/Res-Contract-Peterson Drilling&Testing Aug. 10, 2004 day of August '2004. , Jno�--4 �14i� BOND CHECK BEST RATING_,,. LICENS D N ERAS DATE BY CITY OF LUBBOCK SPECIFICATIONS FOR INSTALL TWO METHANE GAS WELLS ITB #085-04/BM "A City Of Planned Progress" CITY OF LUBBOCK Lubbock, Texas ITB #085-04/BM, Addendum #3 City of Lubbock PURCHASING DEPARTMENT ROOM L04, MUNICIPAL BUILDING 1625 137" STREET LUBBOCK, TEXAS 79401 PH: (806) 775-2167 FAX: (8)6) 775.2164 http://purchasing.cl.tubbock.tx.us MAILED TO VENDOR: OLD CLOSE DATE: NEW CLOSE DATE: ADDENDUM #3 ITB #085-04/BM Install Two Methane Gas Wells July 8, 2004 July 8, 2004 @ 3:00 PM July 15, 2004 @ 3:00 PM 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. Bid Due Date and Time are CHANGED from July 8, 2004 @ 3:00 PM to July 15, 2004 @ 3:00 PM. All requests for additional information or clarification must be submitted in writing and directed to: Bruce MacNair, Senior Buyer, City of Lubbock, P.O. Box 2000, Lubbock, Texas 79457 Questions may be faxed to (806) 775-2164 or Email to Bmacnair@mylubbock.us THANK YOU, CITY OF LUBBOCK Bruce Wac%air Bruce MacNair Senior Buyer It is the intent and purpose of the City of Lubbock that this request permits competitive bids. It shall be the bidder's responsibility to advise the City of Lubbock Purchasing Manager if any language, requirements, etc., or any 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 Purchasing Manager no later than five (5) business days prior to the bid close date. A review of such notifications will be made. ITB#085-04/BMAd3 City of Lubbock PURCHASING DEPARTMENT ROOM L04, MUNICIPAL BUILDING 1625 13'" STREET LUBBOCK, TEXAS 79401 PH: (806) 775.2167 FAX: (806) 775-2164 http: / /purchasing.ci. Lubbock. tx.us MAILED TO VENDOR: OLD CLOSE DATE: NEW CLOSE DATE: ITB #085-04/BM, Addendum #2 ADDENDUM #2 ITB #085-04/BM Install Two Methane Gas Wells June 24, 2004 June 24, 2004 @ 2:00 PM July 8, 2004 @ 3:00 PM 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. Bid Due Date and Time are CHANGED from June 24, 2004 @ 2:00 PM to July 8, 2004 @ 3:00 PM. 2. Drawings sheets number 2, 3, 4, and 5 are CHANGED and attached. 3. Please note the following questions/concerns and their respective responses: CONCERN: We cannot get one -inch inside cut on PVC. RESPONSE: Manufacturer can meet this specification. If the contractor wishes to submit an alternate, that may be accomplished during the submittal phase. QUESTION: Drawings show PVC caps but specifications show metal - is it iron or PVC caps to be threaded? ANSWER: Drawings supercede the specifications in this case - use PVC caps. QUESTION: Is the cover in the road to be eight -inches or 24-inches? ANSWER: Use the cover specified on Drawing #4. QUESTION: How deep are wells to be drilled, 15-feet or 58 and 62-feet? ANSWER: Wells are to be drilled to the depths shown in APPENDIX A, Table 1, of the specifications. Well No. 1A is 58-feet and Well No. 2A is 62-feet. QUESTION: Is the cover over the pipe outside the fence six -inches, eight -inches or 12-inches? ANSWER: The cover is 18-inches minimum, per sheet #5. QUESTION: Is the PVC for the roadside pipe four -inches or one -inch? ANSWER: It is one -inch. QUESTION: Why are these wells not being out inside the fence? ANSWER: There are existing wells inside the fence, which are too close to the existing waste mass in the landfill. Therefore, the wells are being relocated to gain buffer between the well and the waste mass. All requests for additional information or clarification must be submitted in writing and directed to: ITB#085-04/BMAd2 1 ITS #085-04/13M, Addendum #2 Bruce MacNair, Senior Buyer, City of Lubbock, P.O. Box 2000, Lubbock, Texas 79457 Questions may be faxed to (806) 775-2164 or Email to Bmacnair@mvtubbock.us THANK YOU, CITY OF LUBBOCK Bruce 9Vlac9Vair Bruce MacNair Senior Buyer It is the intent and purpose of the City of Lubbock that this request permits competitive bids. It shall be the bidder's responsibility to advise the Citv of Lubbock Purchasing Manager if anv language, reauirements, etc., or anv combinations thereof. inadvertently restricts or limits the reauirements stated in this ITB to a single source. Such notification must be submitted in writing and must be received by the Purchasing Manager no later than five (5) business days prior to the bid close date. A review of such notifications will be made. ITB#085-04/BMAd2 2 2 3 4 CEMENT/BENTONITE I MATCH TRENCH SEAL CONSTRUCTION EXISTING JOINT GRADE EXISTING 6" PROTECTNE L I PROBE I STEEL COLLAR 0." !1:7 Alt, .............. .......... ; Tff f 59052 I- PVC (SOH 40) MATCH I 0 10 20 SOLID PIPE EXISTING 8* PORTLAND CEMENT AI/G-001 GRADE , CONCRETE PAVEMENT I SCALE: 1*=10' 20' KEA ROAD NEW GAS PROBE PLAN sm I'.IQ' MUNICIPAL SOLD WASTE LANDFILL =3 MSWPERMIT NO. 69 L4NM%L an evem EL = 3243.33 om"WAIMAM INVALLAYM OF EXISTING 8" METHANE PROBE It PORTLAND CEMENT 6* PROTECTNE CONCRETE PAVING STEEL COLLAR UANOCKUM ism SLOPE-- 2 1% 1- PVC (SCH 40) SOLID PIPE SEE METHANE PROBE DETAIL SHEET 4 ao A up if 7 ALL M PVE, CASK AND WELL SCREEN TO BE W-AM AND PLUG HAND TPqNED M51. ELEV 3185-00 METHANE PIIOBE It (jj--,-�NEW GAS PROBE SECTION j sw 1 � � CEMENT/BENTONOE I CONSTRUCTION , MATCH TRENCH SEAL EXISTING EXISTING JOINT TECTIVE\ GRADE 41 PROBE 2 6' STEEELL COLLAR ` -__ 0 10 20 MATCH SCALE: 1'-10' 1' PVC SC 40) 8" PORTLAND CEMENT., At/G—OOt .. SOLID PIPE f EXiST1NG _ _ GRADE I CONCRETE PAVEMENT 2' iKEUKAiROAD C1 NEW.�GAS PROBE PLAN W Z� J V W 5' EL = 3242.92 3- EXISTING o 8" PORTLAND CEMENT PROSE 2 6' PROTECTIVE B x / CONCRETE PAVING STEEL COLLAR �Y 1y 19 _-I- ~�I-1ii—II 1/0 �'I�III III�II�II_ 1 1—II-111 •II-111�:r' 1' 9P BEND SLOPE= 2 f% T i TEE \_ I" PVC (SCH 40) SOLID PIPE Na ALL PVC PIPE, CAW AND WELL SCREEN TO BE THREADED AND HAND TrRENED NEW GAS PR09E_ SECTION SEE METHANE PROBE DETAIL SHEET 4 PLUG MSL ELEV 3185.00 ewr t r r �.. ,.......59052.....45 TaLay�F �`•'�'•-_ `,I r • MUNICIPAL SOLD WASTE LANDFILL MSWPERMR NO.89 1amaymm FWA"TM OF METNAM PROBES "a ti1N umsom"m INO,WS.T U 1 - 1 - - 2 - 1- -- --- - -3- - - - 1 3243.33 PROBE #1 3242.92 PROBE 12 2' DIAMETER UNIVERSAL 65-8012 HAND STAMP 1/2- TALL PROBE NUMBER ONTO COVER #40 12 OCEW 1x N 4 a ---------- I' PVC { I NO SCREEN MONITOR WELL MANHOLE OR EQUAL / 1" PVC CAP (NO GLUE) W/1/4" LABCOCK VALVE, DRILL 1 AND TAP CAP FOR VALVE 3243.18 PROBE #1 - 3242.77 PROBE 12 CONCRETE SEALING BLOCK 1" DIAMETER PVC PIPE CASING DRILL AND TAP PVC CAP WITH 1/4" NATIONAL PIPE THREAD. QUICK DISCONNECT COUPLING AS SPECIFIED 1/4" LAB COCK VALVE AS SPECIFIED 1" PVC SLIP CAP (NO CLUE) I" DIA. PVC PIPE CASING I CEMENT/BENTDNITE -FA GROUT SEAL SAND FILTER PACK ALL JOINTS FLUSH THREADED --IIY— �-- (NO GLUE OR PIPE JOINT COMPOUND) NOTES: 1.) ALL JOINTS TO BE -; — 1/4- WASHED PEA GRAVEL TIGHTENED HAND TIGHT ONLY 1 _ FILTER PACK 2.) NO GLUES, JOINT COMPOUNDS i" DIAMETER OR THREAD TAPES ALLOWED. PVC PIPE SCREEN 1" DIAMETER PVC CAP (NO GLUE). DRILL 5/32" j HOLE IN CAP FOR DRAINAGE 8 j METHANE PROBE �` LABCOCK VALVE & QUICK COUPLING `h ND wu (Ail ND ME U=11 s fiioeoir i+our 'ibit[ii'SS / .:.......5.....,RV .S 4,��4.L4tK4¢9052,pi�, ift MUNICIPAL SOLD WASTE LANDFILL MSWPERMIT NO.69 L&JIMU GAB 8Y81EM aw"ovewom. M18TAUAWN CW METHAW PROWS iw 11M unu I I U s�Q.4 Mi411WU�of iWO o 1.�1-M mw MAL w 1 2 3 4 5 4'-0' 6' TO 12' DIA VENTED p STEEL PROTECTIVE COVER WITH ID. AND HINGE LOCKABLE LID CEMENTED p ..M.........., IN SURFACE SLAB. � • �w • �.. PVC CAP (NO GLUE) fs".- ""' •••. , WITH VALVE AND/OR ,%•. , !4� QUICK CONNECT. %............................. neim uair"i...... S �..:;......59052.......e� PERMISSIBLE 1' DN. SCH. 40 CONSTRUCTION JOINT fN.�'y�, �A►j/ 5'-0't S0. CONCRETE SLAB 1 FIN CONCRETE PO(R 1/4' PER FOOT EXISTING GROUND uo 2 INITIAL CONCRETE POUR CEMENT/BENTONITE � GROUT SEAL S=2Z_ `- MUNICIPAL SOLD 2'-0• SO. WASTE LANDFILL R / MSWPERMIT NO.89 LANDM OM 8Y8fe�1 wpollove mm 10MALLAIM OR PROM NOTE. 1.) CASING AND SCREEN CENTRALIZERS NOT SHOWN 2.) WELDED WIRE FABRIC Loogm 6X6 - IOX1D REWIRED I I T IN BOTH INITIAL AND I I FINAL CONCRETE POURS. Lj 1 V Y Wi OM1Cll�ii a iVRI C HA-� / 1 wl `g D"AL %1 SINGLE SCREEN METHANEMONITOR WELL �A 1 ,o sruc ae ITB #085-04/BM, Addendum #1 City of Lubbock PURCHASING DEPARTMENT ROOM L04, MUNICIPAL BUILDING 1625 13TH STREET LUBBOCK, TEXAS 79401 PH: (806) 775.2167 FAX: (806) 775.2164 http://purchasing.ci.lubbock.tx.us MAILED TO VENDOR: OLD CLOSE DATE: NEW CLOSE DATE: ADDENDUM # f ITB #085-04/BM Install Two Methane Gas Wells June 17, 2004 June 17, 2004 @ 2:00 PM June 24, 2004 @ 3:00 PM 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. Bid Due Date and Time are CHANGED from June 17, 2004 @ 2:00 PM to June 24, 2004 @ 3:00 PM. All requests for additional information or clarification must be submitted in writing and directed to: Bruce MacNair, Senior Buyer, City of Lubbock, P.O. Box 2000, Lubbock, Texas 79457 Questions may be faxed to (806) 775-2164 or Email to Bmacnair@mylubbock.us THANK YOU, CITY OF LUBBOCK ruce MacNair Senior Buyer It is the intent and purpose of the City of Lubbock that this request permits competitive bids. It shall be the bidder's resgonsibitity to advise the City of Lubbock Purchasing Manager if any language. requirements. etc., or any 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 Purchasing Manager no later than five (5) business days prior to the bid close date. A review of such notifications will be made. ITB#085-04/BMAd 1 1 CITY OF LUBBOCK INVITATION TO BID FOR TITLE: INSTALL TWO METHANE GAS WELLS ADDRESS: LUBBOCK, TEXAS ITB NUMBER: 085-04/13M PROJECT NUMBER: 5512.8212 CONTRACT PREPARED BY: PURCHASING DEPARTMENT INDEX NOTICE TO BIDDERS GENERAL INSTRUCTIONS TO BIDDERS BID SUBMITTAL - BID FOR LUMP SUM CONTRACTS PAYMENT BOND PERFORMANCE BOND CERTIFICATE OF INSURANCE CONTRACT GENERAL CONDITIONS OF THE AGREEMENT CURRENT WAGE DETERMINATIONS SPECIFICATIONS NOTICE TO BIDDERS NOTICE TO BIDDERS ITB #085-04113M ! 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 17th day of June 2004, or as changed by the issuance of formal addenda to all planholders, to ,..1 furnish 211 labor and materials and perform ag work for the construction of the following described project: "INSTALL TWO METHANE GAS WELLS" 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 in 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 17th day of June, 2004, and the City of Lubbock City Council will consider the bids on the 29th day of June. 2004, 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 r 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. 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 1st day of June, 2004 at 10:00 o'clock a.m., in the Caliche Canyon Landfill, 8425 North Avenue P, Lubbock, Texas, Lubbock, Texas. Bidders may view the plans and specifications without charge at Lubbock City Hall, 1625 131h Street, Lubbock, Texas, Purchasing Department, Room L-04. Plans and specifications may be obtained by the bidder for a $100.00 refundable deposit !er set. Plans and specifications may be obtained from City of Lubbock Purchasing Department 1625 13 Street, Room L04, Lubbock, Texas. 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 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. J 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 j 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 accessible format or if you require assistance, please contact the City of Lubbock ADA Coordinator at (806) 775-2018 at least 48 hours in advance of the meeting. CITY OF LUBBOCK VICTOR KIL AN PURCHASING MANAGER 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 INSTALL TWO METHANE GAS WELLS per the attached specifications and contract documents. Sealed bids will be received no later than 2:00 p.m. CST, the 17th day of June, 2004 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 comer: "ITB #085-04/13M, INSTALL TWO METHANE GAS WELLS 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 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 10:00 a.m., June 1 st, 2004 at the Caliche Canyon Landfill, 8425 North Avenue P. 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 ITB 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. wa 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 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. -i 1 9.2 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. 10 CONTRACT DOCUMENTS r , 10.1 All work covered by the contract shall be done in accordance with contract documents described in the General Conditions. 10.2 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. 11 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. 12 BIDDER INQUIRIES AND CLARIFICATION OF REQUIREMENTS 12.1 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 Manaaer if anv lanauaae. reauirements, 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. 12.2 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 1625 13`" Street Lubbock, Texas 79401 Fax: (806) 775-2164 Email: BMacnair@mylubbock.us 13 TIME AND ORDER FOR COMPLETION 13.1 The construction covered by the contract documents shall be substantially completed within THIRTY (30) CONSECUTIVE CALENDAR DAYS from the date specified in the Notice to Proceed issued by the City of 1 Lubbock to the successful bidder. J 13.2 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. 14 PAYMENT All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract documents. 15 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 t J l 20 TEXAS STATE SALES TAX 20.1 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. ^ 20.2 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. 21 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. 22 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. 23 EXPLOSIVES 23.1 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. 23.2 Explosive materials shall not be stored or kept at the construction site by the Contractor. 23.3 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 j 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. 24 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. 25 INSURANCE 25.1 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 i and written notice of cancellation or any material change will be provided ten (10) days in advance of } 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 r_ 1 i 28 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. 29 PREPARATION FOR BID 29.1 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 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. 29.2 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 the bid is submitted by a company or corporation, the company or corporate name and business address r 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. 29.3 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). r� 29.4 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. 29.5 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. i 30 BOUND COPY OF CONTRACT DOCUMENTS 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. (j) 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. 31 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 BID SUBMITTAL BID SUBMITTAL LUMP SUM BID CONTRACT DATE: wit u I `"1 Poo PROJECT NUMBER: #085-04IBM - INSTALL TWO METHANE GAS WELLS Bid of DC' A L 1 r14 AN n rx , (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 INSTALL TWO METHANE GAS WELLS 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. j MATERIALS: SERVICES: ! t ,�� I C� kE: s'r.z Uof ln rS -i 1, 1-7 O o o , on } Wo TOTAL BID:�� ,c� u j c; gr v,�� OLLf R S ie lOo ($ d. CS U O t Ocs (Amount sWI 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 substantially complete the project within 30 (THIRTY) 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 $100 (ONE HUNDRED DOLLARS) 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 commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. LIST OF SUBCONTRACTORS Minority Owned Yes No ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 3 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. Contractor (Signature) Contractor (Print) CONTRACTOR'S FIRM NAME: �C�sQcson Dr ( (Print or Type ) CONTRACTOR'S FIRM ADDRESS: fD 2ox S O(.79 knac `�aaT� J 4 lZ.o Name of Agent/Broker: U 25�gvv Address of Agent/Broker: FO ROX 121T9 City/State/Zip: A c��- Agent/Broker Telephone Number: ( S O & '�6 S -0 L/ 2 Date: 01-/4- 0l 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 #085-04/BM - INSTALL TWO METHANE GAS WELLS 4 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we Bond Number CB34225 (Here insert full name and address or legal title of Contractor) Peterson Drilling & Testing, Inc. PO Box 30699 Amarillo TX 79120 as Principal, hereinafter called Principal, and (Here insert full name and address or legal title of Surety) National American Insurance Company 1010 Manvel Ave Chandler OK 74834-3854 a corporation duly organized under the laws of the State of Oklahoma as Surety, hereinafter called the Surety, are held and firmly bound unto (Here insert full name and address or legal title of Surety) City of Lubbock PO Box 2000 Lubbock TX 79457 as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Bid Amount Dollars ($ 5% of Bid ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, The Principal has submitted a bid for (Here insert full name, address and description of p roject) Installation of Two Methane Gas Wells — Bid #085-04BM 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 bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 14th day of July , 2004 National American Insurance Company (Surety) (Seal) (Witness) Robert B Bentley (Title) Attorney In Fact -, NATIONAL AMERICAN INSURANCE COMPANY POWER OF ATTORNEY OMAHA, NEBRASKA l PRINCIPAL Peterson Drilling E Testing, Inc. EFFECTIVE DATE PO Box 30699 Amarillo TX 79120 tSTREET ADDRESS; (C)TY) (STATE) (ZIP CODE) CONTRACT AMOUNT Five Percent of Contract Amount AMOUNT OF BOND $(5% of Contract A POWER NO. CB 34225 ' KNOW ALL MEN BY THESE PRESENTS: That the National American Insurance Company, a corporation duly organized under the laws of the State of Nebraska, having its principal office in the city of Chandler, Oklahoma, pursuant to the following resolution. adopted by the Board of Directors of the said Company on the 8th day of July, 1987, to wit: "Resolved, that anv officer of the Company shall have authority to make, execute and deliver a Power of Attorney constituting as Attorney -in -Fact, such persons, firms, or corporations as may be selected from time to time. Be It Further Resolved, that the signature of any officer snd the Seal of' the Company may be affixed to any such Power of Attorney or any certificate relating thereto by facsimile, and any .such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such powers so executed and certified by facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached." National American Insurance Company doss hereby make, constitute and appoint FREDIA ALLEN, ROBERT B. BENTLEY OR. , ROBERT COVINGTON State of TEXAS its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf, and its act and deed, as follows: The obligation of the Company shall not exceed one million ($1,000,000.00) dollars. And to bind National American Insurance Company thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officer of the National American Insurance Company, and all the acts of said Attorney(s) pursuant to the authority herein given, are hereby ratified and confirmed, IN WITNESS WHEREOF, the National American Insurance Company has caused these presents to be signed by any officer of the Company and its Corporate Seal to be hereto affixed. NATIONAL AMERICAN INSURANCE COMPANY \GpN INgV9 / �P pPORq SEALW. Brent t.aGere. Chairman & Chief F,xecutive Officer o e a rbti � OMANP A'FagASKP STATE OF OKLAHOMA ) COUNTY OF LINCOLN ) SS: On this 8th day of July, A.D. 1987. before me personally came W. Brent LaGere, to me known, who being by me duly sworn, did depose and say; that he resides in the County of Lincoln, State of Oklahoma; that he is the Chairman and Chief Executive Officer of the National American Insurance Company, the corporation described in and which executed the above instrument; that he knows the seal of said cor- poration; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name, thereto by like order. 'c,,XOA Mitt V" TA F9 PUBLIC Notary Public IN AMU FOR SIA.E 0: My Commission Expires August 31, 2003 el O'LAMO* a NOoLM GOON STATE OF OKLAHOMA) SS: COUNTY OF LINCOLN ) 1, the undersigned, Assistant Secretary of the National American Insurance Company, a Nebraska Corporation, DO HEREBY CER- TIFY that the foregoing and attached POWER OF ATTORNEY remains in full force. Signed and Sealed at the City of Chandler. Dated the 14th day of JUIY ,X9c 2004 P\GPN INSUg4 .�A/Jf//LC/ P4. GO , ORA, 'L✓�' T Winifred E. Mendenhall, Assislant Secrets" SEAL cc o a a YbZ OMAHP MFBgq$k�' PAYMENT BOND BOND #: 104341028 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, thatPeterson Drilling & Te e eina#ter called the Principal(s), as Principal(s), and Travelers Casualty and. Surety Company of America (hereinafter called the Sursty(s), as 3urety(s), are held an�fir y,t @d unto the City of Lubbock (hereinafter called the Obligee), in the amount of Thirty -Thousand an �/ �l`u' Dollars ($30 , 000 . 00 lawful money of ttis 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. t WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 2 6 day of August ,20 04,to t.. Bid #085-04/BM -- Installation of two (2) Methane Gas Wells _ and sold 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 some extent as if copied at length herein. l NOW. THEREFORE, THE CONDITION OF THIS OBLiGA71ON iS SUCH, that if the said Principal shall pay all �1 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; ot.herwlse 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 ell 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 WHEREOi=, the said Pt incipal (s) and Surety (s) have signed and sealed this instrument dib 31 day of August 2004 T avelers Casualty and Surety Company of America `� Surety (Title C ry B. key, Attorney -in -Fact Peterson Drilling & Testing, (Company Name) Dalana e erson, President (Punted Name) 4 t Signature) President (Title} _ TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06183-9062 BOND # : 104341028 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Fredia Allen, Tracy Velasquez, Cory B. Bentley, Robert B. Bentley, of Amarillo, Texas, l their true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any J place within the United States, the following insttument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attomey(s)-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions arc now in full force and effect: VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, :any Vice Presider.;, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint A►xorneys-in-Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. s VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by one or more Attomeys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. (11-00 Standard) CERTIFICATE OF INSURANCE ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID DATE(MANDD/YYYY) PETER-1 07/14/04 1 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE - Upshaw Insurance Agency, Inc HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P. O. Box 1299 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Amarillo TX 79105-1299 Phone: 806-468-0400 Fax: 806-468-0450 INSURERS AFFORDING COVERAGE NAIC # INSURED � INSURER AL CMI Lloyds 42382 Peterson Drilling & Testing Dyes$ Peterson Testing Lab, INSURERB: Mid -Continent Casualty Ccnv=y Amarillo Hazmat Inc. ETAL INSURER Oklahoma Surat Lee & Dalana Pederson Family y PO Bqx 30699 INSURER D: Texas Mutual Insurance Co Amarillo TX 79120 INSURER E: American States of Texas COVERAGES 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. INbH LTR NSR TYPE OF INSURANCE POLICY NUMBER VE DATE MM/DD/YY POLICY EXPIRATION DATE MM/DD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1, 0 0 0, 0 0 0 B X COMMERCIAL GENERAL LIABILITY 04GL000548306 05/23/04 05/23/05 PRE MISES(Eaoccurence)_ $100,000 CLAIMS MADE L -- i OCCUR MED EXP (Any one person) $ EXCLUDED PERSONAL & ADV INJURY $ 1, 0 0 0, 0 0 0 GENERAL AGGREGATE $ 2, 000, 000 GEN'LAGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG s2,000,000 POLICY PRO LOC JECT C AUTOMOBILE LIABILITY ANY AUTO 06TX000027749 05/23/04 05/23/05 COMBINED ident) SINGLE LIMIT (Eaaceident) $ 1, 000, 000 X BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS X BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO $ AUTO ONLY: AGG EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ D EMPLOYERS'LIABILITY WORKERS COMPENSATION AND ANY PROPRIETOR/PARTNER/EXECUTIVE TSP0001082183 05/23/04 05/23/05 AFu X TORY LIMITS ER E.L. EACH ACCIDENT $1000000 E.L. DISEASE - EA EMPLOYE $ 10 0 0 0 0 0 OFFICER/MEMBER EXCLUDED? V yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ 10 0 0 0 0 0 OTHER E Equipment Floater 04CC1716433 05/23/04 06/30/04 A I Property Section CLP7995130 05/23/04 05/23/05 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Project: Bid #085-04/BM - Installation of Two Methane Gas Wells GL,AU: Certificate holder is named as additional insured (GL per attached ML1081 (3/01)). GL,AU,WC: Provides a Waiver of Subrogation in favor of the certificate holder. l.�n I IrIa,AI c nvwcn a,AMICLLAI IVry CIT-LUl SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL City of Lubbock IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR P.O. Box 2000 REPRESENTATIVES. Lubbock, TX 79457 % 51T APTHqR[ZED REPREA1!#? 1 /b�L7 jv�Ud- 6 __ — I ACORD 25 (2001/08) 0 ACORD CORPORATION 1988 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. ACORD 25 THIS ENDORSMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS -SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIAIBLITY COVERAGE PART SCHEDULE Name of Person or Organization: Blanket i Any person or organization for whom the named insured has agreed by written "Insured contract" to designate as an additional Insured subject to all provisions and limitations of this policy. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability directly attributable to your performance of ongoing operations for that insured. ML 10 81 (03 01) . Page 1 of 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: PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERTIFICATE OF INSURANCE. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF LUBBOCK AS AN ADDITIONAL INSURED AND PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK, 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. REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must (see reverse) be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering 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." rrY} "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 A (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. CONTRACT CONTRACT STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 26t' day of August, 2004 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 PETERSON DRILLING AND TESTING INC, of the CITY OF AMARILLO, COUNTY OF POTTER and the STATE OF TEXAS hereinafter termed CONTRACTOR. .1 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 #085-04/BM - INSTALL TWO METHANE GAS WELLS - $30,000.00 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. CITY OKUBBOCK, TES (OWNER): By: YOR ATTEST: --- City Secretary APPROVED AS TO CONTENT: Representative AS TO FO CONTRACTOR: AND -fESTING, INC. PRINTED NAME: TITLE: ' X e GJ (Jtk lJ COMPLETE ADDRESS: Peterson Drilling and Testing, Inc. PO Box 309 Amarillo, TX 7A9120�\ A Secretary GENERAL CONDITIONS OF THE AGREEMENT �1 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 Whenever the word Contractor, or Second Party, is used, it shall be understood to mean the person, persons, co- partnership or corporation, to wit PETERSON DRILLING & TESTING. INC. who has agreed to perform the work embraced in this contract, or their legal representative. 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 JOHN COBS SUPERINTENDENT - SOLID WASTE DISPOSAL, 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 agreement. Engineers, supervisors or inspectors will act for the Owner under the direction of Owner's 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". 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 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 Representative. 6. SUBCONTRACTOR 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 by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due Subcontractor. 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 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 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. 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 x 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, together with all expenses incurred directly on account of such extra work, including Social Security, Old Age 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 them agreed to. Owner's Representative may direct the form in which accounts of the actual field cost shall be kept 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 J 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 the use of machinery and equipment shall be incorporated in the written extra work order. The fifteen percent (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 must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall be included in the "actual field cost." 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 furnished 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 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. PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERTIFICATE OF INSURANCE. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF LUBBOCK AS AN ADDITIONAL INSURED AND PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK AS REQUIRED BELOW, 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. A. General Liability Insurance (Additional Insured and Waiver of Subrogation required) The contractor shall have Comprehensive General Liability Insurance with limits of $1,000,000 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 Combined Single Limit. This policy shall be submitted prior to contract execution. C. Comprehensive Automobile Liability Insurance (Additional Insured and Waiver of Subrogation Required) The Contractor shall have Comprehensive Automobile Liability insurance with limits of not less than; Bodily Injury/Property Damage, $1,000,000 Combined Single Limit, (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 3-1 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 fife 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. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the govemmental entity that all employees of the Contractor who will (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 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 8001372-7713 or 5121804- 4000(http://www.twcc.state.tx.usltwcccontacts.html) 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;' 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; 11 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 specified, 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 $100 (ONE 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. IT IS FURTHER AGREED AND UNDERSTOOD BETWEEN THE CONTRACTOR AND OWNER THAT TIME IS OF THE ESSENCE OF THIS CONTRACT. 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 13 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 In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work by T l the Contractor, and on the delivery of all materials embraced in this contract in full conformity with the j 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 and according to this agreement, the attached specifications, plans, contract documents and requirements of 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 Il 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 j 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 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. 15 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 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, fall 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, 17 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.2002-R0483, NOVEMBER 14, 2002 3`. Craft Acoustical Ceiling Installer Air Conditioner Installer Air Conditioner Installer -Helper Asbestos Worker Asbestos Supervisor Bricklayer Bricklayer -Helper Carpenter - , Carpenter -Helper 1 Cement Finisher Drywall Hanger Electrician Electrician -Helper Equipment Operator-Heavy j Equipment Operator -Light } Fire Sprinkler Fitter -Journey Fire Sprinkler Fitter -Apprentice y Floor Installer Glazier Insulator-Piping/Boiler Insulator -Helper Iron Worker Laborer -General Mortar Mixer Painter Y Plumber Plumber -Helper Roofer Roofer -Helper Sheet Metal Worker Sheet Metal Worker -Helper Welder -Certified EXHIBIT A City of Lubbock Building Construction Trades Prevailing Rates Hourly Rate 11.50 12.00 7.50 9.00 12.50 12.50 7.00 11.00 7.00 9.00 11.00 15.00 8.00 10.00 9.00 18.00 10.00 9.50 10.50 10.50 7.00 11.00 6.00 6.00 9.50 12.50 7.00 9.00 7.00 10.00 7.00 11.00 1 lCraft } Asphalt Heaterman Asphalt Shoveler -} Concrete Finisher Concrete Finisher -Helper Electrical Repairer -Equipment Flagger Form Setter Form Setter -Helper Laborer -General Laborer -Utility Mechanic Mechanic -Helper Power Equipment Operators Asphalt Paving Machine Bulldozer Concrete Paving Machine Front End Loader Heavy Equipment Operator Light Equipment Operator �} Motor Grader Operator Roller di Scraper Tractor -Trailer Truck Driver -Heavy Truck Driver -Light J. EXHIBIT B Paving and Highway Construction Prevailing Wage Rates Hourly Rate 9.00 7.50 9.00 7.50 12.50 6.50 8.00 6.50 6.00 6.75 9.00 7.00 9.00 9.00 9.00 9.00 9.00 8.00 10.25 7.00 7.50 8.50 8.00 7.00 N 1 EXHIBIT C Prevailing Wage Rates Overtime Rate T I The rate for overtime (in excess of forty hours per week) shall be as required by the Fair Labor Standards Act. EXHIBIT D ti Prevailing Wage Rates Legal Holiday Rate 71 The rate for legal holidays shall be as required by the Fair Labor Standards Act. 4 3 SPECIFICATIONS Technical Specifications City of Lubbock Caliche Canyon Landfill TCEQ MSW No. 69 Relocation of Methane Probes 1 and 2 Lubbock, Texas April 2004 PSC Project #: 01267793 Parkhill, Smith & Cooper, Inc. i a.�aJ Engineers ■ Architects ■ Planners J .......... 1,1 :.............................% � ROBERT HOLLY HOLDER � 59052 .....::�5 fob `AU EN` TABLE OF CONTENTS DIVISION 0 - BIDDING REQUIREMENTS AND CONTRACT INFORMATION Not Used DIVISION 1- GENERAL REQUIREMENTS 01010 Summary of Work..................................................................................................................... 2 01019 Contract Considerations............................................................................................................ 1 01025 Measurement and Payment........................................................................................................ 1 01039 Coordination and Meetings................................................................. ............. 2 ........................ R 01090 Reference Standards.................................................................................................................. 2 01300 Submittals................................................................................................................:.................3 01400 Quality Control.......................................................................................................................... 2 01500 Construction Facilities and Temporary Control ......................... ... 2 01600 Material and Equipment............................................................................................................ 2 01700 Contract Closeout...................................................................................................................... 2 DIVISION 2 - SITE WORK 02146 Methane Monitoring Wells........................................................................................................ 5 DIVISION 3 - CONCRETE 03100 Concrete Formwork.................................................................................................... .... 3 03200 Concrete Reinforcement.................................................................................................. 2 03300 Cast -In -Place Concrete. ... . 4 03310 Portland Cement Concrete Pavement........................................................................................ 9 DIVISION 4 - MASONRY Not Used DIVISION 5 - METAL Not Used DIVISION 6 - WOOD AND PLASTICS Not Used 01267793 TABLE OF CONTENTS PAGE - 1 04/04 DIVISION 7 - THERMAL AND MOISTURE PROTECTION Not Used DIVISION 8 - DOORS AND WINDOWS Not Used a DIVISION 9 - FINISHES Not Used DIVISION 10 - SPECIALTIES Not Used DIVISION 11- EQUIPMENT Not Used DIVISION 12 - FURNISHINGS Not Used DIVISION 13 - SPECIAL CONSTRUCTION Not Used DIVISION 14 - CONVEYING SYSTEMS Not Used DIVISION 15 - MECHANICAL Not Used DIVISION 16 - ELECTRICAL Not Used 01267903 TABLE OF CONTENTS PAGE - 2 04/04 APPENDICES . Appendix A, Vertical Dimensions Appendix B - Forms Appendix C - Project Drawings 01267903 TABLE OF CONTENTS PAGE - 3 04/04 f } SECTION 01010 SUMMARY OF WORK PART 1-GENERAL 1.1 SECTION INCLUDES A. Work covered by Contract Documents B. Contractor use of site. C. Owner occupancy. 1.2 RELATED SECTIONS A. Contract General Conditions. B. Contract Special Provisions. 1.3 WORK COVERED BY CONTRACT DOCUMENTS A. Identification: City of Lubbock, Texas "Methane Monitoring Wells." B. Location: City of Lubbock, Texas, Municipal Solid Waste Landfill, one mile west of I-27, one and one-half miles north of FM 2641. C. Verbal Summary: Without force Br effect on requirements of the Contract Documents a brief description of the Project is as follows: 1. Methane Monitoring Wells 2. Slush pits 3. Drilling 4. Drilling Lags 5. Casing and Well Screen Installation 6. Sand Filter Pack 7. Gravel Filter Pack 8. Sodium Bentonite Pellets 9. Cement-Bentonite Slurry r 10. Reinforced Concrete Slab 11. Protective Pipe Bollards 12. Well Protective Covers 13. Painting. 14. Monitor Well Ring and Cover 15. Portland Cement Concrete Pavement 1.4 CONTRACTOR USE OF SITE A. Limit use of site to allow one -Owner occupancy. B. Construction Operations will be limited to areas adjacent to construction site as designated by the Owner. 1.5 OWNER OCCUPANCY A�A. The Owner will occupy the site during construction for the conduct of normal operations. 01267793 SUMMARY OF WORK 01010 -1 04/04 SECTION 01019 CONTRACT CONSIDERATIONS PART 1- GENERAL 1.1 SECTION INCLUDES A. Application for Payment. B. Change procedures. 1.2 RELATED SECTIONS A. Section 01300 - Submittals. B. Section 01600 - Material and Equipment: Product options. 1.3 APPLICATIONS FOR PAYMENT A. Submit four copies of each application to the Engineer. B. Payment Period: As defined in Owner -Contractor agreement. C. Waiver of liens from subcontractor. 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. B. Execution of Change Orders: Engineer will issue Change Orders for signatures of parties as provided in the General Conditions, Special Provisions and Supplementary Conditions of the Contract. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01267793 CONTRACT CONSIDERATIONS 01019 -1 04104 SECTION 01039 COORDINATION AND MEETINGS PART 1- GENERAL 1.1 SECTION INCLUDES A. Coordination. B. Field engineering. C. Site mobilization conference. 1.2 RELATED SECTIONS A. Contract General Conditions. B. Contract Special Provisions. 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 completion and clean up of Work of separate Sections in preparation for Substantial Completion and for portions of Work designated for Owner's occupancy. 1.4 FIELD ENGINEERING A. Owner will provide surveying and field engineering services. B. Well locations will be staked by Owner. 1.5 SITE MOBILIZATION CONFERENCE A. Engineer will schedule a conference at the Project site prior to Contractor occupancy. B. Attendance Required: Engineer and Contractor's Superintendent. C. Agenda: 1. Use of premises by Owner and Contractor. 2. Owner's requirements. 3. Construction facilities and controls provided by Owner. 4. Temporary utilities provided by Owner. 5. Survey layout. 6. Security and housekeeping procedures. 7. Schedules and Coordination. 8. Procedures for testing. 9. Procedures for maintaining record documents. PART 2 - PRODUCTS Not Used 01267793 COORDINATION AND MEETINGS 01039 -1 04/04 SECTION 01090 j REFERENCE STANDARDS ' PART 1- GENERAL 1.1 SECTION INCLUDES A. Quality assurance. B. Schedule of references. { 1.2 RELATED SECTIONS A. Contract General Conditions. B. Contract Special Provisions. 1.3 QUALITY ASSURANCE A. For products or workmanship specified by association, trade, or Federal Standards, comply 3 with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. Conform to reference standard by date of issue current on date for receiving bids. C. Obtain copies of standards when required by Contract Documents. -� 1.4 SCHEDULE OF REFERENCES ACI American Concrete Institute 4 Box 19150, Reford Station Detroit, MI 48219 ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103 CRSI Concrete Reinforcing Steel Institute 933 Plum Grove Road J Schaumburg, IL 60195 -i NSWMA National Solid Wastes Management Association 1730 Rhode Island Ave., N.W. Washington, DC 20036 TNRCC Texas Natural Resource Conservation Commission Box 13087 , J Austin, Texas 78711-3087 04267793 REFERENCE STANDARDS 01090 -1 04104 . SECTION 01300 SUBMITTALS PART1-GENERAL 1.1 SECTION INCLUDES A. Submittal procedures. B. Resubrnittal requirements. C. Construction progress schedules. D. Proposed products list. E. Shop drawings. F. Product data. G. Manufacturers' instructions. H. Manufacturers' certificates. 1.2 RELATED SECTIONS A. Contract General Conditions. B. Section 01400 - Quality Control: Manufacturers' field services and reports. C. 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 his 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. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. 1.4 RESUBMITTAL REQUIREMENTS A. Revise initial submittal as required identifying all changes made since previous submittal and resubmit to meet requirements as specified. B. Mark as RESUBN=AL. 1.5 CONSTRUCTION PROGRESS SCHEDULES vy 01267793 SUBMITTALS 01300 - 1 04104 C. Certificates may be recent or previous test results on material or Product, but must be. acceptable to Engineer. PART 2-PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 01267793 SUBMITTALS 01300-3 04104 No Text i 1 1.8 PROTECTION OF INSTALLED WORK Protect installed Work and provide special protection where specified in individual specification Sections. 1.9 SECURITY Provide security and facilities to protect Work from unauthorized entry, vandalism, or theft. 1.10 PROGRESS CLEANING - A. Maintain areas free of waste materials, debris, and rubbish from construction operatiotis. Maintain site in a clean and orderly condition. B. Remove waste materials, debris, and rubbish from site and dispose at intervals as required to maintain clean site. 1.11 REMOVAL OF UTILITIES 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 01267793 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 2 04/04 1. Handle materials products and equipment in a manner prescribed b manufacture PP Y r. or specified to protect from damage during storage and installation. 1.5 PRODUCT OPTIONS Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description. l PART2-PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION :J .I 01267793 MATERIAL AND EQUIPMENT 01600 - 2 04/04 PART2-PRODUCTS Not used PART 3 - EXECUTION Not used END OF SECTION 01267793 CONTRACT CLOSEOUT 01700-2 04/04 The slot opening size shall be 0.020 inches wide by 1.0 inch inside length. There shall be a minimum of 2 rows of slots, with the rows spaced 180-degrees apart, along the entire length of the screen with 44 slot openings per row per foot of length of pipe. The well screen shall be of sufficient size and design to hold back and support the gravel filter pack material. The openings shall be smooth, sharp -edged and free of any burrs, chipped edges or broken pieces on the interior and exterior surface of the pipe. Field constructed screen is not acceptable. The plastic pipe screen strength properties shall be equivalent to those for the plastic casing with which the -, screen is used. 2.3 GRAVEL FILTER PACK Gravel for filter packing the wells shall be washed pea gravel or crushed stone and meet the following gradation: ` Gradation by ASTM C136 Sieve Size Percent Passing 3/84nch 95-100 1/44nch 0-20 No. 4 0-5 No. 10 0 The pea gravel or crushed stone shall be composed of tough, durable particles which will not exhibit more than 40 percent wear as determined by the Los Angeles Abrasion machine test, ASTM C131, nor, more than 25 percent loss in five cycles when the magnesium sulfate soundness test in ASTM C33 is performed. The pea gravel shall be washed with clean uncontaminated water at the source to remove fines prior to shipment to the site. 2.4 SAND FILTER PACK Sand filter pack material shall be Brady Sand, Size 8-16, as manufactured by Texas Mining Company, Brady, Texas, or equal. 2.5 BENTONTTE PELLETS Bentonite pellets shall be furnished in 50-pound containers, whether sack, bag or pail, and shall be equal to Hole Plug or Peltonite. 2.6 CEMENT-BENTONITE MIXTURE A cement-bentonite mixture shall be placed on top of the sand filter pack as a surface seal as shown on the drawings. Cement shall conform to ASTM C150, Type I or 11. The mixture shall be proportioned in the amount of 5.2 gallons of water to 94 pounds of cement. Combine four (4) to five (5) pounds of bentonite powder by weight with the cement water mixture. Water used in the mixture shall be free of oil and other organic material. Dissolved minerals should be less than 2,000 mg/l. 01267793 METHANE MONITORING WELLS 02146 - 2 04/04 3.2 METHANE MONITORING WELL CONSTRUCTION A. Drilling Drilling shall be done with rotary or hollow -stem auger drilling equipment which is of sufficient size to drill the well to the required depth and diameter: For rotary methods, only water from'a public municipal supply shall be used as the drilling fluid. No bentonite or other additives will be permitted in the drilling fluid. Each well shall be drilled, cased and developed in a workmanlike manner. The well shall be drilled straight and plumb within the limits specified. The plumbness of the well shall be such that the variation from truly vertical does not vary more than one-half of one degree at any point being tested. If data obtained in caging the well indicates that there are any bends, kinks or corkscrews in the well, to such an extent that, in the opinion of the Engineer, they would be detrimental to the operation of the bailing equipment, the alignment shall be checked by lowering a section of pipe 20 feet long into each casing. The outside diameter of the pipe shall be the same -as 3/8-inch diameter Schedule 40 PVC pipe. The 20-foot length of pipe when lowered into the casing shall move freely through the entire length of the casing. Should the alignment or plumbness of the casing fail• to meet the above requirements, the alignment and plumbness shall be corrected by the Contractor at his own expense. The Contractor shall make such checks of the hole while drilling is in progress as he may deem necessary to maintain the proper alignment and plumbness of the hole. In order to determine the plumbness and alignment of each casing and screen, the Contractor shall furnish the necessary equipment for caging the well, and if necessary the 20 foot length of pipe for checking alignment. As soon as the well casing has been set, the well shall be caged by the Contractor and the caging data recorded by the Contractor. B. Drilling Log Immediately after completion of the drilling, the well shall be cased, filter pack treated, sealed and cleaned as specified herein. A careful log of each hole drilled shall be performed by the driller. Form 1 and Form 2 in Appendix B .will be jointly completed by the driller and the Engineer. The driller shall cooperate with the Engineer in obtaining measurements for the forms. The driller shall furnish the Engineer a signed copy of the State of Texas Well Report for each well. C. Casing The Contractor shall furnish and set all casing and well screen required for the construction of the well. The well screens shall be directly connected to the casing. The screen shall be of the length indicated in Table 1 in Appendix A. The Engineer may adjust the well screen length, installed during construction. D. Setting The solid casing and well screen shall be set as soon as drilling is completed and shall extend from the down hole interval shown on the drawings to approximately 36-inches above the top of the surface concrete slab. The casing shall be set truly vertical. Well casing and screen shall have approved centering devices spaced 120 degrees apart at intervals not exceeding 30 feet along the length of the screen and casing. j 01267793 METHANE MONITORING WELLS 02146 - 4 j 04104 SECTION 03100 CONCRETE FORMWORK PART 1- GENERAL 1.1 SECTION INCLUDES A. Formwork for cast -in place concrete. B. Form accessories. C. Form stripping. 1.2 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION A. Section 03300 - Cast -In -Place Concrete: Supply of concrete accessories for placement by this Section. 1.3 RELATED SECTIONS A. Section 03200 - Concrete Reinforcement. B. Section 03300 - Cast -in -Place Concrete. 5 1.4 REFERENCES A. ACI 347 - Recommended Practice For Concrete Formwork. B. PS4 - Construction and Industrial Plywood. 1.5 DESIGN REQUIREMENTS A. Design, engineer and construct formwork, shoring and bracing to conform to code requirements; resultant concrete to conform to required shape, line and dimension. 1.6 SUBMITTALS A. No submittals required this section. 1.7 QUALITY ASSURANCE A. Perform Work in accordance with ACI 347. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Section 01600. B. Store off ground in ventilated and protected manner to prevent deterioration from moisture. 1.9 COORDINATION A. Coordinate work under provisions of Section 01039. 01267793 CONCRETE FORMWORK 03100 -1 04/04 1 3.5 INSERTS, EMBEDDED PARTS, AND OPENINGS 1 A. Locate and set in place items which will be cast directly into concrete. f B. Install accessories in accordance with manufacturer's instructions, straight, level, and plumb. Ensure items are not disturbed during concrete placement, 3.6 FORM CLEANING A. Clean and remove foreign matter within forms as erection proceeds. B. Clean formed cavities of debris prior to placing concrete. C. Flush with water or use compressed air to remove remaining foreign matter. Ensure that water and debris drain to exterior through clean -out ports. D. During cold weather, remove ice and snow from within forms. Do not use de-icing salts or water to clean out forms, unless formwork and concrete construction proceed within heat enclo4ure. Use compressed air or other means to remove foreign matter. 3.7 FORMWORK TOLERANCES A. Construct formwork to maintain tolerances required by ACI 301, 3.8 FIELD QUALITY CONTROL A. Inspect erected formwork, shoring, and bracing to ensure that work is in accordance with formwork design, and that supports, fastenings, wedges, ties, and items are secure. B. Do not reuse wood formwork more than four times for concrete surfaces to be exposed to view.. Do not patch formwork. 3.9 FORM REMOVAL. A. Do not remove forms or bracing until concrete has gained sufficient strength to cant' its own weight and imposed loads. B. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish concrete surfaces scheduled for exposure to view. C. Store removed forms in manner that surfaces to be in contact with fresh concrete will not be damaged. Discard damaged forms. END OF SECTION 01267793 CONCRETE FORMWORK 03100 - 3 1 2.2 ACCESSORY MATERIALS A. Tie Wire: Minimum 16 gage annealed type. B. Chairs, Supports: Sized and shaped for strength and support of reinforcement during concrete placement conditions. 2.3 FABRICATION �i A. Fabricate concrete reinforcing in accordance with CRSI Manual of Practice. B. Locate reinforcing splices not indicated on Drawings, at point of minimum stress. Review location of any splices with Engineer. Minimum splice overlap shall not be less than two wire fabric openings. PART 3 - EXECUTION 3.1 PLACEMENT A. Place, support and secure reinforcement against displacement. Do not deviate from `� required position. 3.2 FIELD QUALITY CONTROL A. Field inspection will be performed under provisions of Section 01400. END OF SECTION 01267793 CONCRETE REINFORCEMENT 03200 - 2 04/04 B. Coordinate erection of concrete fo work and placement of form accessories. formwork p n PART 2 - PRODUCTS 2.1 CONCRETE MATERIALS A. Cement: ASTM C150, Type I - Normal, Type II - Moderate, Portland type. All cement shall be from the same manufacturer unless otherwise approved by the Engineer. B. Fine and Coarse Aggregates: ASTM C33, Size No. 67. C. Water: Clean and not detrimental to concrete. 2.2 ADMIXTURES A. AbrEntrainment: ASTM C260. B. Chemical: ASTM C494, Type D - Water Reducing and Retarding; No calcium chloride in admixture. 2.3 ACCESSORIES A. No accessories (such as non -shrink grout) this section. 2.4 CONCRETE MIX A. Mix and deliver concrete in accordance with ASTM C94, Alternative No. 2 and 3. B. Select proportions for normal weight concrete in accordance with ACI 301 Method 1, Method 2 and Method 3. C. Provide concrete to the following criteria: 1. Compressive Strength (7 days): 2,100 psi. 2. Compressive Strength (28 days): 3,000 psi. 3. Slump; 3 to 5 inches. 4. Air: 3 to 6 percent. D. Use set retarding admixtures during hot weather only when approved by Engineer. E. Add air entraining agent to normal weight concrete mix. PART 3 - EXECUTION 3.1 EXAMINATION JA. Verify site conditions under provisions of Section 01039. B. Verify requirements for concrete cover over reinforcement. C. Verify that reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not cause hardship in placing concrete. 3.2 PREPARATION ' A. Prepare previously placed concrete by cleaning with steel brush and applying bonding j agent in accordance with manufacturer's instructions. J 01267793 CAST -IN -PLACE CONCRETE 03300 - 2 04/04 3.9 SCHEDULE - CONCRETE TYPES AND FINISHES A. Surface slabs: 3,000 psi 28 day concrete, Type I or Type II cement, trowelled and brushed finish. END OF SECTION 01267793 CAST -IN -PLACE CONCRETE 03300-4 04/04 ASTM C 309 1991 Liquid Membrane -Forming Compounds for Curing Concrete ASTM C 494 1992 Chemical Admixtures for Concrete ASTM C 535 1989 .Resistance to Degradation of Large -Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine ASTM C 618 1992 (Rev. B) Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete ASTM D 75 1987 (R 1992) Sampling Aggregates ASTM D 4791 1989 Flat or Elongated Particles in Coarse Aggregate 1.2 RELATED SECTIONS A. Section 01300, Submittals. 1.3 SUBMITTALS Submit the following in accordance with Section 01300, "Submittals". A. Design Data 1. Mix design. At least 30 days prior to the mixing and placing of concrete, submit mix design for approval. Furnish a complete list of materials including type, brand, source and amount of cement, fly ash, pozzolan, admixtures, and applicable reference specifications. B. Field Test Reports (at Engineer's discretion). 1. Aggregate tests 2. Concrete slump tests 3. Air content tests 4. Pavement thickness tests 5. Compressive strength tests Submit testing results as required in paragraph entitled "Field Quality Control." C. Certificates 1. Cement 2. Aggregates 3. Admixtures 4. Curing materials 1.4 DELIVERY, STORAGE, AND HANDLING A. Cement Store cement immediately upon receipt. Store bagged cement in a dry weathertight ventilated structure. Stack bags close together to reduce circulation of air but do not stack against outside walls. Transfer bulk cement to weatherproof bins. Test cement stored longer than 6 months by standard mortar tests or loss on ignition tests to determine whether suitable for use. Do not use such cement without approval of the Engineer. Y� 01267793 PORTLAND CEMENT CONCRETE PAVEMENT 03310 - 2 04/04 2.2 CONCRETE MIX DESIGN A. Contractor Mix Design Design concrete in accordance with ACI 211.1 except as modified herein. Mix design shall conform to the following: Minimum Compressive Maximum Aggregate Minimum Maximum Range Strength Size Cement Water -Cement in Slump 28 Days (inches) Content, Ratio (In.) (psi) (Sacks per (gallons per cu. yd.) sack of cement) 4,000 . 1-1/2 5.0 6.0 1-3 F'I 1. Allowable air content: 6 +/- 1.5 percent by volume. 2. Minimum cement content is required for durable concrete with local aggregates but may be insufficient to obtain the specified strength. In that case increase the cement content as necessary. 3. Do not include fly ash content when calculating the cement content. B. Ready -Mixed Concrete Design concrete in accordance with ASTM C94, except as modified herein. Ready -mix concrete shall be a standard concrete mix produced by a company regularly engaged in the production of ready -mix concrete. Ready -mix concrete shall meet the physical requirements of Contractor -mix concrete, as specified above. Use metal forms free from irregularities, bulges, warps, dents, and sags. Top face of form shall not vary by more than 1/8 inch in 10 feet, and lateral variation shall be less than 1/4 inch in 10 feet. Use forms sufficiently strong to resist pressure of concrete and loads resulting from finishing operations without springing, settling, or losing their shape. Clean forms before reuse. Before placing concrete, coat contact surfaces of forms with a non -staining mineral oil. PART 3 - EXECUTION 3.1 PREPARATION Before placing concrete, bring underlying surface to fmish grade and elevations as shown. Wet underlying material in advance of placing concrete to ensure a firm, moist condition at time concrete is placed. Do not permit equipment other than concrete delivery or paving equipment on prepared underlying material. In cold weather protect underlying material from frost. Do not use chemicals to eliminate frost. A. Fixed Form Construction Finish to the required section. Test prepared surfaces with a template. Do not vary underlying surface more than 0.02 foot from indicated elevations. 01267793 PORTLAND CEMENT CONCRETE PAVEMENT 03310 - 4 04/04 3. Hot Weather. Maintain required concrete temperature in accordance with Figure 2.1.5 in �1 Pe � -� ACI 305R to prevent evaporation rate from exceeding 0.2 pound of water per hour per square foot of exposed concrete. Cool ingredients before mixing or use other suitable means to control concrete temperature and prevent rapid drying of newly placed concrete. After placement, use fog spray, spread and remove polyethylene sheeting between finishing operations, apply monomolecular film, of use other suitable means to reduce evaporation rate. Start curing when concrete surface is sufficiently hard to permit curing without damage. Cool underlying material by sprinkling lightly with water before placing concrete. Recommended practices may be found in ACI 305R. C. Consolidation Consolidate immediately after spreading. Do not use vibrators to transport or spread concrete. Do not vibrate reinforcement or forms to achieve consolidation. D. Protection Against Rain Halt mixing and batching operations and cover unhardened concrete, surface. Length of pa-Vement to be protected shall extend back to a point where rain is not indenting pavement surface. After rain ceases, install side forms as required to prevent excessive edge slump, and remove protective covering without delay. Remove remaining water without using cement. Retexture and cure areas of surface where texture has been damaged or exhibits a smooth sandy appearance. 3.5 FINISHING Start finishing operations immediately after consolidation. Use finishing machine, except that hand finishing may be used in emergencies and for concrete slabs in inaccessible locations or of such shapes that machine finishing is impracticable. Finish pavement surface on both sides of a joint to the same grade. Finish formed joints from a securely supported transverse bridge. A. Fixed Form Finishing Ensure pavement surface will be at required grade. Make as many trips over each area of pavement and at such intervals as necessary to retain coarse aggregate near finished surface, and produce a surface of uniform texture, true to grade and crown. Excessive operation over an area, which results in an excess of mortar and water being brought to the surface, will not be permitted. 1. Edge Slump. Before concrete hardens correct edge slump of pavement, except that a maximum drop of 1116 inch at edge of pavement, tapering back to zero inches at one inch from same edge will be permitted. Finish concrete surface on each side of construction joints to same plane. Correct deviations before newly placed concrete has J hardened. 2. Longitudinal Floating. After initial finishing, smooth concrete by means of hand -operated longitudinal floats. Use floats that are not less than 12 feet long and 6 inches wide and stiffened to prevent flexing and warping. B. Hand Finishing and Floating As soon as placed and consolidated, strike off and screed concrete to required cross section. If necessary, place and screed additional concrete and float until a satisfactory surface has been produced. Advance floating operation not more than half the length of the float and then continue over new and previously floated surfaces. C. Surface Correction and Testing After finishing is completed but while concrete is still plastic, use straightedges to eliminate minor irregularities and score marks. Use straightedges 10 feet in length and operated from sides of pavement and from bridges. Equip a straightedge operated from side of pavement with 01267793 PORTLAND CEMENT CONCRETE PAVEMENT 03310 - 6 04/04 degrees F for the full curing nods specified below. Protect avement from damage during removal � g Pe P� P g g of form work or from injury resulting from storage or transportation of materials and equipment during construction. Protect exposed vertical faces of concrete with curing compound or by other suitable means. A. Liquid Membrane -Forming Compound Curing Seal joints by inserting moistened paper or fiber rope or cover joints with strips of waterproof material prior to application of curing compound, in a manner to prevent curing compound from entering the joint. Seven days after application of curing compound, joints may be exposed and prepared to receive joint sealant materials. 1. Application of Curing Compound. Apply compound immediately after surface loses its water sheen and has a dull appearance. Mechanically agitate curing compound during use. Apply at a maximum rate of 100 square feet per gallon of compound. If compound lacks a uniform continuous, coherent film; or exhibits checks, cracks, peels, or pinholes, apply an additional coat of compound to areas where film is defective. Have readily available impervious sheet curing for use to protect freshly placed concrete in the event conditions occur to prevent correct application of compound at the proper time. Respray surfaces with curing compound after rainfall. Apply at same rate required above. 2. Protection of Treated Surfaces. Protect concrete surfaces from foot and vehicular traffic and other sources of abrasion for a minimum of 72 hours. Maintain continuity of applied liquid membrane -forming coating for the entire curing period. 3.8 FIELD QUALITY CONTROL A. Sampling 1. Aggregates. Sample fine and coarse aggregates prior to delivery to the batch plant. Sample in accordance with ASTM D 75. When test results indicate that fine aggregates consistently meet specified gradation requirements, the rate of sampling may be reduced if approved by the Engineer. 2. Concrete. Obtain samples of plastic concrete in accordance with ASTM C 172. Quality control, samples may be taken at the concrete batch plant; however, samples for verification of concrete strength and slump for submittal to the Engineer shall be taken in accordance with ASTM C 172 at the job -site as concrete is delivered. From each sample mold the required number of cylinders for each group of test specimens. 3. Sample Identification. Tag each for identification. Tag shall contain the following information: Contract No. Sample No. Date of Sample Sample Source Intended Use For Testing 01267793 PORTLAND CEMENT CONCRETE PAVEMENT 03310 - 8 04/04 SECTION 09900 PAINTING PART 1- GENERAL 1.1 WORK INCLUDED A. Surface preparation. B. Surface finish schedule. 1.2 RELATED DOCUMENT'S A. Cgntract General Conditions. B. Contract Special Provisions. C. Section 01300: Submittals. D. Section 01400: Quality Control. E. Section 01600: Material and Equipment. 1.3 RELATED WORK A. Section 02146 - Methane Monitoring Wells. 1.4 REFERENCES A. ANSIIASTM D16 - Definitions of Terms Relating to Paint, Varnish, Lacquer, and Related Products. 1.5 DEFINITIONS A. Conform to ANSI/ASTM D16 for interpretation of terms used in this Section. 1.6 QUALITY ASSURANCE A. Product Manufacturer: Company specializing in manufacturing quality paint and finish products with five years experience. 1.7 SUBMITTALS A. Provide product data on all finishing products. B. Submit manufacturer's application instructions under provisions of Section 01300. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Deliver products to site in sealed and labelled containers; inspect to verify acceptance. 01267793 PAINTING 09900 -1 04/04 PART 3 - EXECUTION 3.1 INSPECTION A. Verify that surfaces are ready to receive work as instructed by the.product manufacturer. B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. C. Beginning of installation means acceptance of existing surfaces. 3.2 PREPARATION A. Correct minor defects and clean surfaces which affect work of this Section. B. Uncoated Steel and Iron Surfaces: Remove grease, scale, dirt, and rust. Where heavy coatings of scale are evident, remove by wire brushing or sandblasting; clean by washing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Spot prime paint after repairs. C. Shop Primed Steel Surfaces: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Prime metal items including shop primed items. 3.3 PROTECTION A. Protect elements surrounding the work of this Section from damage or disfigurement. B. Repair damage to other surfaces caused by work of this Section. C. Do not paint over identification tags. D. Furnish drop cloths, shields, and protective methods to prevent spray or droppings from disfiguring other surfaces. E. Remove empty paint containers from site. 3.4 APPLICATION A. Apply products in accordance with manufacturer's instructions. B. Do not apply finishes to surfaces that are not dry. C. Apply each coat to uniform finish. D. Apply each coat of paint slightly darker than preceding coat unless otherwise approved. E. Sand lightly between coats to achieve required finish. F. Allow applied coat to dry before next coat is applied. 3.5 CLEANING A. As Work proceeds, promptly remove paint where spilled, splashed, or spattered. B. During progress of Work maintain premises free of unnecessary accumulation of tools, equipment, surplus materials, and debris. J 3.6 SCHEDULE - OF PAINTING AND COATING A. The kinds and brands of paint and number of coats required on the various surfaces shall be those listed below. Equal brands of paints such as Sherwin Williams, Mobil, Koppers, 01267793 PAINTING 09900 - 3 04l04 APPENDIX A TABLE 1 METHANE WELL (GAS MONITORING PROBE) APPROXIMATE VERTICAL DIMENSIONS Approx. Bore Hole Well Gravel Ground Bottom Bore Screen Casing Filter Identification Elevation Elevation Depth Length Length Pack (Ins1) (mil) (ft) (ft) (ft) (ft) No. 1 A 3243 3185 58 49 10 51.3 No. 2 A 3247 3185 62 53 10 55.3 E APPENDIX B ppi w SOIL BOREHOLE CONSTRUCTION LOG FORM 1 SITE NAME AW LOCATION DRILLING METHOD, SORVC NO. _ SHT—OF SA OILINC WCnWj D"LLING START STOP TIME DATE CASING DEPTH DATUM ELEVATION— IANGLEI WATER LEVEL DRILL M SURFACE CONDITIONS: KARDO, SAMPLE HAMMER TORCKIEs FT-LOS DE(EPLHEVAINTMrEET SYMBOL SOL DESCRPTION DE(EPLVATION COMMENTS 3 10- -15— —15 —20- 20— -25 —25- 30— —30 —35 11, J �0 CONSTRUCTION LOG (GAS PROBE) FORM 2 PROBE NUMBER: SURVEY DATA: ELEVATION: PROBE TYPE: SINGLE PROBE . DIMENSIONS : PERMISSIBLE CONSTRUCTION JOINT FINAL CONCRETE POUR t/FOOT 6' I N. VENTED STEEL PRoTEn:cnvE COVER WITH I.D. AND HINGED LOCKABLE LIO CEMENTED IN SURFACE SLAB. —PVC CAP WITH 1/4' LABCOCK VALVE, DRILL AND TAP CAP A*D VALVE i' DIA. PVC PIPE CASING 5'-0' 50. CONCRETE SLAB EXISTING GROUND CFMENT/BENTONITE CRWT SEAL SAND FILTER PACK TYP, ALL JOINTS SH THREADED ( 00CLUE OR ?o PIPE JOINT COMPOUND) 1/4' WASHED PEA GRAVEL FILTER PACK o 1' DIA- PVC PIPE g SCREEN 1' DIA. PVC CAP (No GLUE) BOTTOM ELEV. A: B : C — 2 -0- 50. INITIAL CONCRETE POUR 0 E: *"pr 0 "0 F: G: H: • a = m U ?.0 0 _a:- 11. MATERIALS O 0 0 D 0 O ��Oi. 0(' �yU0/+00 d-��J✓O O I O O 0 _ Co II �0 QOiry/q� �oQQLJ0 0 Oo 0 O FILTER SAND: o 0� p�0 °O OO°OO O O O O 0 O O O O O0 0 °0 c� O oV0 GRAVEL: O O O 0 SEE TABLE t III. CONSTRUCTION APPENDIX C 0 200 40 1 MUNICIPAL SOLD WASTE LANDFILL MSWPERMIT NO. LANWU OM 8V81 RNPROVEMEM INSTALLATION OF METHANE PROBER Imim vinam"m 7m VKNNYTY MAP AND PROJECT LOCATION MAN I EXISTING PROBE 1 O I%4 Al/G-001 NEW GAS PROBE PLAN EXISTING\ PROBE i CEMENT/BENTUNITE k CONSTRUCTION I MATCH 14" DIAMETER TRENCH SEAL II NT EXISTING GRADE ^ CAST IRON L :1�— 6" PROTECTVE i /' METER BOX STEEL COLLAR J 1" PVC (SOH 40) 7 MATCH i 0 10 10 SOLID PIPE EXISTING I' 8" PORTLAND CEMENT GRADE CONCRETE PAVEMENT SCALE: 1"=10' KEUKAI ROAD M1 6" PROTECTIVE STEEL COLLAR 1 90' BEND � j �T bla. ALL PVC PIPE, CASING AND WELL SCREEN TO ISE THREADED AND HAND TIGHTENED NEW GAS PROBE SECTION `M Ij %&a I" -to 5' " EL = 3243.33 - 0 8" PORTLAND CEMENT 24" DIAMETER j CONCRETE PAVING CAST IRON w w METER BOX \ �� Y SLOPE= 2 fg 1" TEE 1" PVC (SCH 40) SOLID PIPE SEE METHANE PROBE DETAIL SHEET 4 PLUG MSL ELEV 3185.00 W W V cf�T n � 11 MUNICIPAL SOLD WASTE LANDFILL MSWPERMIT NO. UWRLL OAS BYSTE111 IMPROVEMENTS NWALIATN>IN OF ME7NANE PROBES Iron" wwocK roue MfffH E PROBE I1 2 E CEMENT/BENTUNITE {CONSTRUCTION I MATCH 24" DIAMETER TRENCH SEAL JOINT EXISTING -CAST IRON EXISTING \\ GRADE METER BOX PROBE 2 6' PROTECTIVE _ STEEL COLLAR n U 1" PVC (SC 40) 7�j MATCH At/G-DO1 SOLID PIPE EXISTING - I 8" PORTLAND CEMENT GRADE CONCRETE PAVEMENT 2' KEUKA'ROAD C 1NEW GWAS PROBE PLAN ,, EXISTING PROBE 2 6' PROTECTIVE STEEL COLLAR N -�--- 0 10 20 SCALE: 1"=10' k w J� ?I � W s' a o EL = 3242.92 3' o Dr 8' PORTLAND CEMENT CAS DIAMETER Y CON CASCRETE PAVING T IRON METER BOX T l l i i I_11 ii i_Tr I t< 1 q- -i i -Ti-iT i-i 1" 90 BEND 1 r TEE '� 1U 1°oPVC (SCH 40) SOLID PIPE ha. ALL PVC PIPE, CASR10 AND WELL SCREEN TO BE IHREADED AND HAND TICF�ENED NEW GAS PROBE SECTION r- SEE METHANE PROBE DETAIL SHEET 4 , PLUG ' MSL ELEV 3185.00 11 MUNICIPAL SOLD WASTE LANDFILL MSWPERMIT NO. LANDFILL GM SYSn M mamovIMENi>g BIWTALLAIION OF MEIHANEOROSM tw Ism 11MOCK.TM nw I I U '��, F w eQaris MffnWE PROBE n 3243.33 PROBE /1 3242.92 PROBE J2 2' DIAMETER ; UNIVERSAL 65-8012 HAND STAMP 1/2" j / MONITOR WELL MANHOLE TALL PROBE NUMBER OR EQUAL ONTO COVER \ / ' 1" PVC CAP (NO GLUE) W/1/4" LABCOCK VALVE, DRILL AND TAP CAP FOR VALVE p40 12 OCEW \ //— 3243.18 PROBE ii - 3242.77 PROBE 02 iy CONCRETE SEALING BLOCK QUICK DISCONNECT • ar . __—��—t— COUPLING AS SPECIFIED � 'tC r e G • . • rD D �e 1/4" LAB COCK VALVE AS SPECIFIED 1" PVC NO SCREEN % \' DRILL AND TAP PVC I PIPE �1" DIAMETER CAP WITH 1/4" NATIONAL Y PVC PIPE CASING PIPE THREAD. _ i" PVC SLIP CAP 0 •CEMENT/BENTONITE GROUT SEAL Ui SAND FILTER PACK N io 8'f Al METHANE PROBENO WAE ALL JOINTS FLUSH THREADED (NO GLUE OR PIPE JOINT COMPOUND) 1/4" WASHED PEA GRAVEL FILTER PACK 1" DIAMETER PVC PIPE SCREEN 1' DIAMETER PVC CAP (NO GLUE). DRILL 5/32' HOLE IN CAP FOR DRAINAGE ' (NO GLUE) /-1' DIA. PVC PIPE CASING I NOTES: 1.) ALL JOINTS TO BE TIGHTENED HAND TIGHT ONLY 2.) NO GLUES,. JOINT COMPOUNDS OR THREAD TAPES ALLOWED. LABCOCK VALVE do NO VAE COUPLING Iv u� 11 MUNICIPAL SOLD WASTE LANDFILL MSWPERMIT NO. LANDPILL OAS uValEM < � i NWALLATIOH OF METHANE PROSES iw Im UMOOK 7O1M 1M01 i I Lamm 1 I u MISO DEVIL a m s — 8" TO 12" DIA. VENTED STEEL PROTECTIVE COVER / WITH I.D. AND HINGE / LOCKABLE LID CEMENTED IN SURFACE SLAB. PVC CAP (NO GLUE) ' WITH VALVE AND/OR QUICK CONNECT. PERMISSIBLE 4" DIA. SCH, 40 OR SCH a CONSTRUCTION JOINT � 80 PVC PIPE CASING n F 5'-O"t SO. CONCRETE SLAB FIN CONCRETE POI. R 1/4" PER FOOT EXISTING GROUND- � a� 7 INITIAL CONCRETE POUR �j/ !/ CEMENT/BENTONITE GROUT SEAL �i 2'-0' SQ. j A� SINGLE SCREEN METHANE MONITOR WELL WSW 5=2% NT: 1.) CASING AND SCREEN CENTRALIZERS NOT SHOWN 2.) WELDED WIRE FABRIC 6X6 - 10X10 REQUIRED IN BOTH INITIAL AND FINAL CONCRETE POURS. MUNICIPAL SOLD WASTE LANDFILL MSWPERMIT NO. LANDFILL GAS SYSTEM aIPRoyowlimm INSTALLATION OF METHANE PRO= ns tmm UJONK"M "a+ `r I i watq; 1 1 U ws omx�urw woav � wn_r mw DETAIL 6 ar CONCRET St (FINAL CON( POUR) 6" MIN. DIA PROTECTIVE COVER 8" DIA BOLLARD (TYP•) �— INITIAL CONCRETE POUR BELOW SURFACE SLAB A, TYPICALBOLLARD DETAIL Na SCALE SPOT WELD TO PROTECTIVE COVER (TYP.) 2' MIN WELD BEAD' IDENTIFICATION METAL TAG WITH ENGRAVED IDENTIFICATION B. 1/8' MAXIMUM 11N2. �+ BELOW PAVEMENT 1/2" MIN. SEALANT DEPTH 5/8" ROD BACK-UP BOND ° ° MATERUI (CLOSED - BREAKER CELL, RESILIENT FOAM OR SPONGE SAWED RUBBER). JOINT FACE A� WELL IDENTIFICATION OPTIONS CONSTRUCTION JOINTRD SCALE CA3 i NO -%a MUNICIPAL SOLDI WASTE LANDFILL MSWPERMIT NO. LANoraLL oAa eTSTPM IMPROVEMENTS NiSTALLATION OF METHANE PROSES 1wm wuommms Teat .� prd1 q II II l� o ew ww.nw '� inwo a,nu�a wom o. wn-w NBC DETAIL a