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Resolution - 2001-R0004 - Contract To Furnish Materials And Services For Quaker Ave. And 89Th St. - 01/11/2001
Resolution NO. 2001-R0004 January 11, 2001 Item No. 17 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 furnish materials and services for Quaker Avenue strip paving from 89' Street south to city limits per ITB #294-00/LR, by and between City of Lubbock and West Texas Paving, Inc. of Lubbock, Texas, and related documents. Said contract is attached hereto and incorporated in this resolution as if fully set forth herein and shall be included in the minutes of the City Council. Passed by the City Council this 11th day of January , 2001. n ATTEST: iy Becky Garza, Interim City Secretary APPROVED AS TO CONTENT: Victor Kilma Purchasing Manager APPROVED AS TO FORM: . 4 A'T7 William de Haas Contract Manager/Attorney gs:ccdocs/WestTexPaving.res Jan 3, 2001 CHANGE ORDER NO. 1 TO BID NO. 2194-00/]LR Quaker Ave. Strip Paving From 98" Street South to City Limits TO: West Texas Paving, Inc. P.O. Box 64187 Lubbock, TX 79464 Gentlemen: WHEREAS, it is desirable to make changes in the plans and specifications for this project, being namely the addition and deletion of the following items and amounts: ITEM NO. 3 DELETE 22 linear feet of trenching, supplying, laying and backfilling, with 2- sack flowable fill, twenty-four inch (24") Class III reinforced concrete storm sewer culvert pipe, 0' to 4' cut to pipe flowline, installed complete per linear foot. = $ (1,430.00) ITEM NO. 6 ADD 54 linear feet of trenching, supplying, laying and backfilling twelve inch (12") Class III reinforced concrete storm sewer culvert pipe, 0' to 4' cut to pipe flowline, installed complete per linear foot. = $ 2,970.00 ITEM NO. 7 ADD 37 linear feet standard City of Lubbock concrete curb and gutter, including all subgrade preparation and earthwork, reinforcing and jointing, installed complete per linear foot. = $ 370.00 ITEM NO. 8 ADD 105 square feet four inch (4") concrete riprap reinforced with 6"x6" W1.4xW1.4 (10 gauge) welded wire mesh on a one inch (1") sand cushion, including all necessary jointing, earthwork and subgrade preparation, installed complete per square foot. = $ 840.00 ITEM NO. 9 ADD 16 cubic yards 2 -sack cement stabilized backfill as detailed per cubic yard. = $ 1,280.00 SUM = $ 4,030.00 WHEREAS, the Contractor herein agrees to the following changes: Original Amount of Contract = $ 169,655.00 Change by previous change orders = $ 0.00 Increased by this Change Order = $ 4,030.00 Total Amount of Contract = $ 173,685.00 Percent of Change of this Order = . 2.38% Total Percentage of all change orders= 2.38% No additional time is allowed with this Change Order. THIS AGREEMENT WITNESSETH: In consideration of the mutual advantages gained, the Owner and the Contractor agree to the change shown herein and in the revised plans, the Owner agrees to pay the Contractor the amount of increase in cash. The Contractor agrees to proceed with construction and to adhere to the applicable specifications, under the direction of the Engineer. Furthermore, the parties agree that the original contract between the Owner and the Contractor shall be modified to the extent herein indicated, including one (1) attachment. Change Order No. 1 consists of the following: ITEM NO. QUANTITY 3. 22 LIN. FT. X $ 65.00 6. 54 LIN. FT. X $ 55.00 7. 37 LIN. FT. X $ 10.00 8. 105 SQ. FT. X $ 8.00 9. 16 CU.YDS.X $80.00 TOTAL DEDUCT $ 1,430.00 $ 2,970.00 $ 370.00 $ 840.00 $ 1,280.00 $ 5,460.00 $ 1,430.00 TOTAL CHANGE ORDER NO. 1 AMOUNT = $ 4,030.00 CHANGE BY PREVIOUS CHANGE ORDERS = $ 0.00 ORIGINAL CONTRACT AMOUNT = $ 169,655.00 NEW CONTRACT AMOUNT = $ 173,685.00 IN WITNESS WHEREOF, the Owner and the Contractor have hereto set their hands this 29th day of May, 2001. CITY OF LUBBOCK (Owner) APPROVED: 4 , Richard Burdine, Assistant City Manager ATTEST: Rebecca Garza, City Secretary APPROVED AS TO CO TENT: r arry Hertel, ity Engineer APPR D AS TO FORM: Y Donald G. Vandiver, First Assistant City Attorney WEST TEXAS PAVING, INC. I CITY OF LUBBOCK SPECIFICATIONS FOR QUAKER AVENUE STRIP PAVING FROM 98TH STREET SOUTH TO CITY LIMITS BID #294-00/LR A City Of Planned Progress" CITY OF LUBBOCK Lubbock, Texas City of Lubbock PURCHASING DEPARTMENT ROOM L04, MUNICIPAL BUILDING 162513 T11 STREET LUBBOCK, TEXAS 79401 PH: (806)775-2167 FAX: (806)775-2164 http://purchasing.ci.lubbock.tx.us ITB #294-00/1-R, Addendum #1 ADDENDUM #1 ITB #294-00/LR Quaker Avenue Strip Paving from 98th Street South to City Limits MAILED TO VENDOR: December 19, 2000 CLOSE DATE: December 27, 2000 @ 2:00 P.M. The following items take precedence over specifications for the above named Invitation to Bid (ITB). Where any item called for in the ITB documents is supplemented here, the original requirements, not affected by this addendum, shall remain in effect. 1. Please submit your bid on the enclosed revised Bid Submittal Form. 2. Paragraph 12.1, Time and Order for Completion of the General Instructions to Bidders (page 3) is changed as follows: "The construction covered by the contract documents shall be fully completed within SIXTY (60) WORKING DAYS from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidders." 3. Item #4 and #5, dealing with the striping plan, have been added to the Bid Submittal Form. 4. Please find the enclosed plan titled, "Striping Plan, Quaker Avenue Strip Paving from 98th Street, South to City Limits". 4. Paragraph 31.1, Bid Award of the General Instructions to Bidders (page 7) is changed as follows: "The City of Lubbock reserves the right to reject any or all bids, reject any particular item on a bid, and to waive immaterial formalities and to accept the offer most advantageous to the City of Lubbock in its sole discretion. Unless otherwise specified herein, the City shall award the bid based on the total bid for Bid Items 1 through S." All requests for additional information or clarification must be submitted in writing and directed to: Questions may be faxed to or Email to: 294 -00/1 -Rad 1.doc Laura Ritchie, Senior Buyer City of Lubbock P.O. Box 2000 Lubbock, Texas 79457 (806)775-2164 Lritchie@mail.ci.lubbock.tx.us THANK YOU, CITY OF LUBBOCK 416z� Laura Ritchie Senior Buyer �67rkc-� PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID. iii ITB #294-001R, Addendum #1 BID SUBMITTAL UNIT PRICE BID CONTRACT DATE: PROJECT NUMBER: #294-00/LR - QUAKER AVENUE STRIP PAVING FROM 98TH STREET SOUTH TO CITY LIMITS Bid of (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 QUAKER AVENUE STRIP PAVING FROM 98TH STREET SOUTH TO CITY LIMITS 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 in Exhibit "A". The bidder binds himself on acceptance of his bid to execute a contract and any required bonds, according to the accompanying forms, for performing and completing the said work within the time stated and for the prices stated in Exhibit "A" of this bid. es. Bidder hereby agrees to commence the work on the above project on or before a date to be specified in a written "Notice to Proceed" of the Owner and to fully complete the project.within 60 (SIXTY) working days thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of $500.00 (FIVE HUNDRED DOLLARS) for each consecutive calendar day in excess of the time set forth herein above for completion of this project, all as more fully set forth in the general conditions of the contract documents. Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction number 28 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the �., plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. Bidders are required whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the bid submitted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if required) within (ten) 10 days after notice of award of the contract to him. 294-00/LRad1.doc ITB #294-00/LR, Addendum #1 Enclosed with this bid is a Cashier's Check or Certified Check for Dollars ($ ) or a Bid Bond in the sum of Dollars ($ ), which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the bid is accepted by the Owner and the undersigned fails to execute the necessary contract documents, insurance certificates, and the required bond (if any) with the Owner within ten (10) days after the date of receipt of written notification of acceptance of said bid; otherwise, said check or bond shall be returned to the undersigned upon demand. Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract documents made available to him for his inspection in accordance with the Notice to Bidders. Pursuant to Texas Local Government Code 252.043(a), a competitive sealed bid that has been opened may not be changed for the purpose of correcting an error in the bid price. Therefore, any corrections to the bid price must be made on the Bid Submittal form prior to bid opening. (Seal if Bidder is a Corporation) ATTEST: Secretary Bidder acknowledges receipt of the following.addenda: Addenda No. Date Addenda No. Date Addenda No. Date Addenda No. Date M/WBE Firm: 294-00/LRadl .doc s+ Date: Authorized Signature (Printed or Typed Name) Company Address City, State Telephone: Fax: woman Black American Hispanic American Asian Pacific American County Zip Code hive American EXHIBIT "A" QUAKER AVENUE FROM 98TH STREET ITB #294-00/LR, Addendum #1 !�+ SOUTH TO CITY LIMITS ESTIMATED TOTAL ITEM QUANTITIES UNIT AMOUNT NO. AND UNITS ITEM DESCRIPTION PRICE BID 1. 16,500 Asphalt paving, to consist of six inch (6") caliche base, Sq. Yds. and one and one-half inch (1-1/2") hot mix asphaltic concrete surface, type "C", with three percent (3%) latex polymer (SBR) and one percent (1%) hydrated lime, including tack coat, prime coat, emulsion and all necessary subgrade and earthwork preparation, complete ... per sq. yd. SERVICES: ($ ) ($ ) MATERIALS: ($ ) ($ ) TOTAL: ($ ) ($ ) 2. 12,000 Ditch grading, including all labor, materials, Equipment, Lin. Ft. removal, disposal and all necessary Earthwork and subgrade preparation complete per Lin. ft. SERVICES: MATERIALS: TOTAL: 3. 132 Trenching, supplying, laying and backfilling, with 2 -sack Lin. Ft. flowable fill, twenty four inch (24") Class III reinforced .., concrete storm sewer culvert pipe, 0' To 4' cut to pipe flow line, installed complete per Lin. ft. SERVICES: MATERIALS: TOTAL: 294-00/LRadl .doc ($ ) ($ ITB #294-00/LR, Addendum #1 4. 13,000 Furnish and installed preformed traffic markings, four Lin. Ft. inch (4") wide lines, yellow or white, as shown on striping plan, or approved equivalent complete in place per Lin. Ft. SERVICES: ($ ($ MATERIALS: (S ($ TOTAL: ($ } ($ 5. 100 Furnish and installed preformed traffic markings, twenty Lin. Ft. four inch (24") wide stopbars, white, as shown on striping plan, complete in place per Lin. Ft. SERVICES: ($ ($ MATERIALS: ($ ) ($ e� TOTAL: ($ ($ TOTAL SERVICES ($ 1 r�+ TOTAL MATERIALS ($ 1 TOTAL BID (Items 1 through 5) r*e AUTHORIZED SIGNATURE DATE: '2000 294-00/LRad l .doc 294-00/LRadl .doc ITB #294-00/LR, Addendum #1 LIST OF SUBCONTRACTORS Minority Owned Yes No 1. ❑ ❑ 2. ❑ ❑ 3. ❑ ❑ 4 ❑ ❑ 5. 0 ❑ 6. ❑ ❑ 7• ❑ ❑ ,. 8. ❑ ❑ 9. ❑ ❑ 10. ❑ ❑ 294-00/LRadl .doc ITB #294-00/LR, Addendum #1 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 ten (10) 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) A CONTRACTOR'S FIRM NAME: (Print or Type ) CONTRACTOR'S FIRM ADDRESS: W" Name of Agent/Broker: Address of Agent/Broker: City/State/Zip: Agent/Broker Telephone Number: Date: 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 #294-00/LR - QUAKER AVENUE STRIP PAVING FROM 98TH STREET SOUTH TO CITY LIMITS 1 CITY OF LUBBOCK INVITATION TO BID FOR TITLE: QUAKER AVENUE STRIP PAVING FROM 98TH STREET SOUTH TO CITY LIMITS ADDRESS: LUBBOCK, TEXAS BID NUMBER: 294-00/1-R PROJECT NUMBER: 4541.9240 low CONTRACT PREPARED BY: PURCHASING DEPARTMENT INDEX 1. NOTICE TO BIDDERS 2. GENERAL INSTRUCTIONS TO BIDDERS 3. BID SUBMITTAL - BID FOR UNIT COST CONTRACTS 4. PAYMENT BOND 5. PERFORMANCE BOND 6. CERTIFICATE OF INSURANCE rte; 7. CONTRACT 8. GENERAL CONDITIONS OF THE AGREEMENT 9. CURRENT WAGE DETERMINATIONS 10. SPECIFICATIONS No Text NOTICE TO BIDDERS BID #294-00/LR 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 27th day of December, 2000, or as changed by the issuance of formal addenda to all planholders, to furnish all labor and materials and perform all work for the construction of the following described project with a budget amount of $182,100.00: "QUAKER AVENUE STRIP PAVING FROM 98TH STREET SOUTH TO CITY LIMITS" 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 27th day of December, 2000, and the City of Lubbock City Council will consider the bids on the 11th day of January, 2001, at the Municipal Building, 1625 13th Street, Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all bids and waive any formalities. The successful bidder will be required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the successful bidder will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000. Said statutory bonds should be issued by a company carrying a current Best Rating of B or superior. 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 10 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 13th day of December, 2000 at 10:00 o'clock a.m., in the Purchasing Conference Room L04, Lubbock, Texas Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in the contract documents on file in the office of the Purchasing Manager of the City of Lubbock, which document is specifically referred to in this notice to bidders. Each bidder's attention is further directed to provision of Article 5159a, Vernon's Ann. Civil St., and the requirements contained therein concerning the above wage scale and payment by the contractor of the prevailing rates of wages as heretofore established by owner in said wage scale. The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant to this advertisement, minority and women business enterprises will be afforded equal opportunities to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, disability, or national origin in consideration for an award. The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre-bid meetings and bid openings are available to all persons regardless of disability. If you would like bid information made available in a more accessible format or if you require assistance, please contact the City of Lubbock Human Relations Office at (806) 775- pea- 2281 at least 48 hours in advance of the meeting. CITY OF LUBBOCK VICTOR KILMAN PURCHASING MANAGER Bid documents may be examined at no charge in the Purchasing Department at 1625 13th Street, Room L-04, Lubbock, Texas 79401; and may be obtained by telephone (806) 775-2167/Fax (806) 775-2164. GENERAL INSTRUCTIONS TO BIDDERS GENERAL INSTRUCTIONS TO BIDDERS P 1 BID DELIVERY, TIME & DATE 1.1 The City of Lubbock is seeking written and sealed competitive bids to furnish QUAKER AVENUE STRIP PAVING FROM 98TH STREET SOUTH TO CITY LIMITS per the attached specifications and contract documents. Sealed bids will be received no later than 2:00 p.m. CST, the 27th day of December, 2000 at the office listed below. Any bid received after the date and hour specified will be rejected and returned unopened to the bidder. Each bid and supporting documentation must be in a sealed envelope or container plainly labeled in the lower left-hand corner: "ITB #294-00/LR, QUAKER AVENUE STRIP PAVING FROM 98TH STREET SOUTH TO CITY LIMITS".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., December 13th, 2000 in Purchasing Conference Room L04, 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, 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 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. 4 EXAMINATION OF DOCUMENTS AND REQUIREMENTS 4.1 Each bidder shall carefully examine all ITB documents and thoroughly familiarize itself with all requirements before submitting a bid to ensure that their bid meets the intent of these specifications. 4.2 Before submitting a bid, each bidder shall be responsible for making all investigations and examinations that are necessary to ascertain conditions and requirements affecting the requirements of this Invitation to Bid. Failure to make such investigations and examinations shall not relieve the bidder from obligation to comply, in every detail, with all provisions and requirements of the Invitation to Bid. 5 BID PREPARATION COSTS 5.1 Issuance of this ITB does not commit the City of Lubbock, in any way, to pay any costs incurred in the preparation and submission of a bid. 5.2 The issuance of this ITB does not obligate the City of Lubbock to enter into contract for any services or equipment. 5.3 All costs related to the preparation and submission of a bid shall be paid by the bidder. 6 TRADE SECRETS CONFIDENTIAL INFORMATION AND THE TEXAS PUBLIC INFORMATION ACT 6.1 If you consider any portion of your bid to be privileged or confidential by statute or judicial decision, including trade secrets and commercial or financial information, clearly identify those portions. 6.2 The City of Lubbock will honor your notations of trade secrets and confidential information and decline to release such information initially, but please note that the final determination of whether a particular portion of your bid is in fact a trade secret or commercial or financial information that may be withheld from public inspection will be made by the Texas Attorney General or a court of competent jurisdiction. In the event a public information request is received for a portion of your bid that you have marked as being confidential information, you will be notified of such request and you will be required to justify your legal position in writing to the Texas Attorney General pursuant to Section 552.305 of the Government Code. In the event that it is determined by opinion or order of the Texas Attorney General or a court of competent jurisdiction that such information is in fact not privileged and confidential under Section 552.110 of the Government Code and. Section 252.049 of the Local Government Code, then such information will be made available to the requester. 6.3 Marking your entire bid CON FIDENTIAUPROPRIETARY is not in conformance with the Texas Open Records Act. 7 LICENSES, PERMITS, TAXES The price or prices for the work shall include full compensation for all taxes, permits, etc. that the bidder is or may be required to pay. 8 CONFLICT OF INTEREST 8.1 The bidder shall not offer or accept gifts or anything of value nor enter into any business arrangement with any employee, official or agent of the City of Lubbock. 8.2 By signing and executing this bid, the bidder certifies and represents to the City the bidder has not offered, conferred or agreed to confer any pecuniary benefit or other thing of value for the receipt of special treatment, advantage, information, recipient's decision, opinion, recommendation, vote or any other exercise of discretion concerning this bid. CONTRACT DOCUMENTS 9.1 All work covered by the contract shall be done in accordance with contract documents described in the General Conditions. 9.2 All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for the construction of this project and shall be responsible for the satisfactory completion of all work contemplated by said contract documents. 10 PLANS FOR USE BY BIDDERS It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without charge or forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice to Bidders. 11 BIDDER INQUIRIES AND CLARIFICATION OF REQUIREMENTS 11.1 It is the intent and purpose of the City of Lubbock that this request permit competitive bids. It shall be the combinations thereof, inadvertently restricts or limits the requirements stated in this ITB to a single source. Such notification must'beAsubmitted in writing and must be rece ved'by`fhe City of Lubbock'Purchasing Office no later than five (5) business days before the bid closing date. A review of such notifications will be made. 11.2 NO BIDDER SHALL REQUEST ANY INFORMATION VERBALLY. ALL REQUESTS FOR ADDITIONAL INFORMATION OR CLARIFICATION CONCERNING THIS INVITATION TO BID (ITB) ^^ MUST BE SUBMITTED IN WRITING NO LATER THAN FIVE (5) BUSINESS DAYS PRIOR TO THE BID CLOSING DATE AND ADDRESSED TO: LAURA RITCHIE, SENIOR BUYER City of Lubbock 1625 13" Street Lubbock, Texas 79401 Fax: (806) 775-2164 Email: LRitchie@mail.ci.lubbock.tx.us 12 TIME AND ORDER FOR COMPLETION 12.1 The construction covered by the contract documents shall be fully completed within FIFTY (50) WORKING DAYS from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidder. 12.2 The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the City reserves the right to require the Contractor to submit a progress schedule of the work contemplated by the contract documents. In the event the City requires a progress schedule to be submitted, and it is determined by the City that the progress of the work is not in accordance with the progress schedule so submitted, the City may direct the Contractor to take such action as the City deems necessary to ensure completion of the project within the time specified. 13 PAYMENT All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract documents. 14 AFFIDAVITS OF BILLS PAID The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute an affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements contemplated by the contract documents have been paid in full and that there are no claims pending, of which the Contractor has been notified. 15 MATERIALS AND WORKMANSHIP The intent of these contract documents is that only materials and workmanship of the best quality and grade will be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve +� the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until incorporated into the project. The presence or absence of a representative of the City on the site will not relieve the Contractor of full responsibility of complying with this provision. The specifications for materials and methods set forth in the contract documents provide minimum standards of quality, which the Owner believes necessary to procure a satisfactory project. .■ 3 16 GUARANTEES 16.1 All equipment and materials incorporated in the project and all construction shall be guaranteed against w defective materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner, a written general guarantee which shall provide that the Contractor shall remedy any defects in the work, and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects appear within ONE year from date of final acceptance of the work as a result of defective materials or workmanship, at no cost to the Owner (City of Lubbock). 16.2 Notwithstanding any provisions contained in the contractual agreement, the Contractor represents and warrants fault -free performance and fault -free result in the processing date and date -related data -- (including, but not limited to calculating, comparing and sequencing) of all hardware, software and firmware products delivered and services provided under this Contract, individually or in combination, as the case may be from the effective date of this Contract. Also, the Contractor warrants the year 2000 calculations will be recognized and accommodated and will not, in any way, result in hardware, software or firmware failure. The City of Lubbock, at its sole option, may require the Contractor, at any time, to demonstrate the procedures it intends to follow in.or.der,to,comply with all the obligations contained herein. 16.3 The obligations contained herein apply to products and services provided by the Contractor, its sub- contractor or any third party involved in the creation or development of the products and services to be delivered to the City of Lubbock under this Contract. Failure to comply with any of the obligations contained herein, may result in the City of Lubbock availing itself of any of its rights under the law and under this Contract including, but not limited to, its right pertaining to termination or default. 16.4 The warranties contained herein are separate and discrete from any other warranties specified in this Contract, and are not subject to any disclaimer of warranty, implied or expressed, or limitation to the Contractor's liability which may be specified in this Contract, its appendices, its schedules, its annexes or any document incorporated in this Contract by reference. 17 PLANS FOR THE CONTRACTOR The contractor will be furnished one set of plans and specifications, and related contract documents for his use during construction. Plans and specifications for use during construction will only be furnished directly to the Contractor. The Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or others, as required for proper prosecution of the work contemplated by the Contractor. 18 PROTECTION OF THE WORK The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials, supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any and all parts of the work whether the Contractor has been paid, partially paid, or not paid for such work, until the date the City issues its certificate of completion to Contractor. The City reserves the right, after the bids have been opened and before the contract has been awarded, to require of a bidder the following information: (a) The experience record of the bidder showing completed jobs of a similar nature to the one covered by the intended contract and all work in progress with bond amounts and percentage completed. (b) A sworn statement of the current financial condition of the bidder. (c) Equipment schedule. 19 TEXAS STATE SALES TAX 19.1 This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions of Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act. 19.2 The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials to be incorporated into the work without paying the tax at the time of purchase. 20 PROTECTION OF SUBSURFACE LINES AND STRUCTURES It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or other underground structures which might or could be damaged by Contractor during the construction of the project contemplated by these contract documents. The City of Lubbock agrees that it will furnish Contractor the location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve 4 the Contractor of his responsibilities aforementioned. All such underground lines or structures cut or damaged by Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by Contractor to the satisfaction of the City of Lubbock, Texas, at Contractor's expense. 21 BARRICADES AND SAFETY MEASURES The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and shall take such other precautionary measures for the protection of persons, property and the work as may be necessary. The Contractor will be 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 W replaced by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of barricades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of acceptance of the project. 22 EXPLOSIVES 22.1 The use of explosives will not be permitted unless written permission to do so is obtained by the Contractor from the City. In all cases where written permission is obtained for the use of explosives, the Contractor shall assume full responsibility for all damage, which may occur as a direct or indirect result of the blasting. In addition, in all cases where explosives are authorized to be used, the Contractor shall use utmost care so as not to endanger life or property and the Contractor shall further use only such methods as are currently utilized by persons, firms, or corporations engaged in similar type of construction activity. ' 22.2 Explosive materials shall not be Stored or kept at the construction Site by the Contractor. 22.3 In all cases where explosives are to be used during the construction of the project contemplated by this contract, it shall be the duty of the Contractor to notify each utility company having structures (above or below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such notice shall be given sufficiently in advance to enable the companies to take such steps as they may deem necessary to protect their property from injury. Such notice, however, shall not relieve the Contractor of responsibility for any damage resulting from his blasting operations. 23 CONTRACTOR'S REPRESENTATIVE �-. The successful bidder shall be required to have a responsible local representative available at all times while the work is in progress under this contract. The successful bidder shall be required to furnish the name, address and telephone number where such local representative may be reached during the time that the work contemplated by this contract is in progress. 24 INSURANCE 24.1 The Contractor shall not commence work under this contract until he has obtained all insurance as .,, required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change will be provided ten (10) days in advance of 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 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 coverage's shall be submitted before contract execution. rte+ 24.2 The insurance certificates furnished shall name the City as an additional insured, or in the alternative, shall be accompanied by a statement from the Contractor to the effect that no work on this particular project shall be subcontracted. It shall be the contractors responsibility to provide �^* to the owner all proof of coverage insurance documents including workers compensation coverage for each subcontractor. 0" 5 25 LABOR AND WORKING HOURS 25.1 Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in these contract documents. The wage rate that must be paid on this project shall not be less than specified in the schedule of general prevailing rates of per diem wages as above mentioned. The bidders' attention is further directed to the requirements of Article 5159a, Vernon's Annotated Civil Statutes providing for the payment of the wage schedules above mentioned and the bidder's obligations -- thereunder. The inclusion of the schedule of general prevailing rate of per diem wages in these contract documents does not release the Contractor from compliance with any wage law that may be applicable. Construction work under this contract requiring an inspector will not be performed on weekends or holidays unless the following conditions exist: 26.1.1 The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens. 26.1.2 Delays in construction are due to factors outside the control of the Contractor. The Contractor is approaching the penalty provisions of the contract and Contractor can show he has made a diligent effort to complete the contract within the allotted time. 25.2 Before construction work requiring an inspector is to be performed on weekends or holidays, the Contractor must notify the Owner's Representative not less than three full working days prior to the weekend or holiday he desires to do work and obtain written permission from the Owner's Representative to do such work. The final decision on whether to allow construction work requiring an inspector on weekends or holidays will be made by the Owner's Representative. 25.3 In any event, if a condition should occur or arise at the site of this project or from the work being done under this contract which is hazardous or dangerous to property or life, the Contractor shall immediately commence work, regardless of the day of the week or the time of day, to correct or alleviate such condition so that it is no longer dangerous to property or life. 26 PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount, not less often than once each week. The Contractor and each of his subcontractors engaged at the site of the work shall not later than the seventh day following the payment of wages, file with the Owner's Representative, or Engineer, a certified, sworn, legible copy of such payroll. This shall contain the name of each employee, his classification, the number of hours worked on each day, rate of pay, and net pay. The affidavit shall state that the copy is a true and correct copy of such payroll, that no rebates or deductions (except as shown) have been made, or will in the future be made from the wages paid as shown thereon. The Contractor must classify employees according to one of the classifications set forth in the schedule of general prevailing rate of per diem wages, which schedule is included in the contract documents. The Contractor shall forfeit as a penalty to the City of Lubbock on whose behalf this contract is made, ten dollars for each laborer, workman, or mechanic employed for each calendar day, or portion thereof, such laborer, workman or mechanic is paid less than the wages assigned to his particular classification as set forth in the schedule of general prevailing rate of per diem wages included in these contract documents. 27 PROVISIONS CONCERNING ESCALATION CLAUSES Bids submitted containing any conditions which provide for changes in the stated bid price due to increases or — decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the bidder without being considered. 28 PREPARATION FOR BID 28.1 The bidder shall submit his bid on forms furnished by the City. All blank spaces in the form shall be correctly filled in and the bidder shall state the price both in words and numerals, for which he intends to do the work contemplated or furnish the materials required. Such prices shall be written in ink, distinctly and legibly, or typewritten. In case of discrepancy between the price written in words and the price written in figures, the price written in words shall govern. 28.2 If the bid is submitted by an individual, his name must be signed by him or his duly authorized agent. If a — bid is submitted by a firm, association, or partnership, the name and address of each member must be given and the bid signed by a member of the firm, association or partnership, or person duly authorized. If the bid is submitted by a company or corporation, the company or corporate name and business address must be given, and the bid signed by an official or duly authorized agent. Powers of attorney authorizing agents or others to sign bids must be properly certified and must be in writing and submitted with the bid. The bid shall be executed in ink. 28.3 Each bid shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed on the outside of the envelope in the following manner: 28.3.1 Bidder's name 28.3.2 Bid for (description of the project). 28.4 Bid submittals may be withdrawn and resubmitted at any time before the time set for opening of the bids, but no bid may be withdrawn or altered thereafter. ^*: 29 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. Q) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders. If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered incorporated by reference into the aforementioned contract documents. 30 QUALIFICATIONS OF BIDDERS The bidder may be required before the award of any contract to show to the complete satisfaction of the City of *M» Lubbock that it has the necessary facilities, ability, and financial resources to provide the service specified therein in a satisfactory manner. The bidder may also be required to give a past history and references in order to satisfy the City of Lubbock about the bidder's qualifications. The City of Lubbock may make reasonable investigations deemed necessary and proper to determine the ability of the bidder to perform the work, and the bidder shall furnish to the City of Lubbock all information for this purpose that may be requested. The City of Lubbock reserves the right to reject any bid if the evidence submitted by, or investigation of, the bidder fails to satisfy the City of Lubbock that the bidder is properly qualified to carry out the obligations of the contract and to complete the work described therein. Evaluation of the bidder's qualifications shall include: (a) The ability, capacity, skill, and financial resources to perform the work or provide the service required. (b) The ability of the bidder to perform the work or provide the service promptly or within the time specified, without delay or interference. (c) The character, integrity, reputation, judgment, experience, and efficiency of the bidder. (d) The quality of performance of previous contracts or services. 31 BID AWARD 31.1 The City of Lubbock reserves the right to reject any or all bids, reject any particular item on a bid, and to waive immaterial formalities and to accept the offer most advantageous to the City of Lubbock in its sole discretion. Unless otherwise specified herein, the City shall award the bid based on the total bid for Bid Items 1 through 3. 31.2 All bids are evaluated for compliance with specifications before the bid price is considered. Response to specifications is primary in determining the best low bid. Failure to comply with the specifications may result in disqualification of the bid. rr 7 31.3 In case of tie bids, preference will be given to local bidders. Consistent and continued tie bidding may be cause for rejection of bids by the City of Lubbock and/or investigation by the Attorney General to determine possible Anti -Trust violations. 31.4 Before the City may award a bid to a nonresident bidder, the nonresident bidder's bid must be lower than lowest bid submitted by a responsible Texas bidder by the same margin or amount that a Texas bidder would be required to underbid the nonresident bidder in the nonresident bidders' home state. 31.5 Any contract made, or purchase order issued, as a result of this Invitation to Bid, shall be entered into the State of Texas and under the laws of the State of Texas. In connection with the performance of work, the Bidder agrees to comply with the Fair Labor Standard Act, Equal Opportunity Employment Act, and all other applicable Federal, State, and Local laws, regulations, and executive orders to the extent that the same may be applicable. 31.6 NO INDIVIDUAL OF ANY USING DEPARTMENT HAS THE AUTHORITY TO LEGALLY AND/OR FINANCIALLY COMMIT THE CITY TO ANY CONTRACT, AGREEMENT OR PURCHASE ORDER FOR GOODS OR SERVICES, UNLESS SPECIFICALLY SANCTIONED BY THE REQUIREMENTS OF THIS INVITATION TO BID. 8 No Text ITB #294-00/1-R. Addendum BID SUBMITTAL UNIT PRICE BID CONTRACT DATE: EC , C-21 / ry D © 0 PROJECT NUMBER: #294-00/LR - QUAKER AVENUE STRIP PAVING FROM 98TH STREET SOUTH TO CITY LIMITS �•. Bid of (JJiFS T / .L 1y (hereinafter called Bidder) To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) Gentlemen: ewe The Bidder, in compliance with your Invitation to Bid for the construction of a QUAKER AVENUE STRIP PAVING FROM 98TH STREET SOUTH TO CITY LIMITS 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 in Exhibit "A". ., The bidder binds himself on acceptance of his bid to execute a contract and any required bonds, according to the accompanying forms, for performing and completing the said work within the time stated and for the prices stated in Exhibit "A" of this bid. Bidder hereby agrees to commence the work on the above project on or before a date to be specified in a written "Notice to Proceed" of the Owner and to fully complete the project within 60 (SIXTY) working days thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of $500.00 (FIVE HUNDRED DOLLARS) for each consecutive calendar day in excess of the time set forth herein above for completion of this project, all as more fully set forth in the general conditions of the contract documents. Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction number 28 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding. •�, The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the bid submifted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if required) within (ten) 10 days after notice of award of the contract to him. 294-00/1-Radl .doc ITB #294-00/1-R. Addendum #1 Enclosed with this bid is a Cashier's Check or Certified Check for/ J Dollars ($ ) or a Bid Bond in the sum of Dollars ($ ), which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the bid is accepted by the Owner and the undersigned fails to execute the necessary contract documents, insurance certificates, and the required bond (if any) with the Owner within ten (10) days after the date of receipt of written notification of acceptance of said bid; otherwise, said check or bond shall be returned to the undersigned upon demand. Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract documents made available to him for his inspection in accordance with the Notice to Bidders. Pursuant to Texas Local Government Code 252.043(a), a competitive sealed bid that has been opened may not be changed for the purpose of correcting an error in the bid price. Therefore, any corrections to the bid price must be made on the Bid Submittal form prior to bid opening. (Seal if Bidder is a Corporation.) ATTEST: Secretary Bidder acknowledges receipt of the following ,addenda: Addenda No. Date 2'�) Addenda No. Date Addenda No. Date Addenda No. Date MIWBE Firm: I Woman Asian 294-00/1-Radl .doc rte+ Date: CQ re V 2 c J --�2N (Print d or Typed Name) ----- S1S e 5 J Cs c - Co My Box Aress � %3 Com. �d c—ICo y— State Zip Code Telephone: - of � 3 —3SSy Fax: - LIM E American EXHIBIT "A" QUAKER AVENUE FROM 98r" STREET SOUTH TO CITY LIMITS ITB #294-00/LR, Addendum #1 2. 12,000 Ditch grading, including all labor, materials, Equipment, Lin. Ft. removal, disposal and all necessary Earthwork and subgrade preparation complete per Lin. ft. SERVICES: TU) o MATERIALS: /Von! 6 TOTAL:—7-u-) d 3. 132 Trenching, supplying, laying and backfilling, with 2 -sack Lin. Ft. flowable fill, twenty four inch (24") Class III reinforced concrete storm sewer culvert pipe, 0' To 4' cut to pipe flow line, installed complete per Lin. ft. (S '2 �" ) (SZyoa-' (S ) ($ a ) t'a SERVICES: (S MATERIALS: i /4 (IL -t f L (Jc (S 3s a.. TOTAL:_5 Tc/ /yF (S 294-00/LRad l .doc ESTIMATED TOTAL ITEM QUANTITIES UNIT AMOUNT NO. AND UNITS ITEM DESCRIPTION PRICE BID 1. 16,500 Asphalt paving, to consist of six inch (6") caliche base, Sq. Yds. and one and one-half inch (1-1/2") hot mix asphaltic n concrete surface, type "C", with three percent (3%) latex polymer (SBR) and one percent (1%) hydrated lime, including tack coat, prime coat, emulsion and all r•+ necessary subgrade and earthwork preparation, complete per sq. yd. SERVICES: 7-A kV c 6ZL +-/*02 -S " MATERIALS: FOND MN_(_AIts w A)1 ,�'ry r/ "'o (S y 95' ) r,. ($ $46 7S` ) TOTAL: FV �A1 bo c.L AA.S A*1d V/"%)ft r c 5E cc- V 9S (S as ($ S ) 2. 12,000 Ditch grading, including all labor, materials, Equipment, Lin. Ft. removal, disposal and all necessary Earthwork and subgrade preparation complete per Lin. ft. SERVICES: TU) o MATERIALS: /Von! 6 TOTAL:—7-u-) d 3. 132 Trenching, supplying, laying and backfilling, with 2 -sack Lin. Ft. flowable fill, twenty four inch (24") Class III reinforced concrete storm sewer culvert pipe, 0' To 4' cut to pipe flow line, installed complete per Lin. ft. (S '2 �" ) (SZyoa-' (S ) ($ a ) t'a SERVICES: (S MATERIALS: i /4 (IL -t f L (Jc (S 3s a.. TOTAL:_5 Tc/ /yF (S 294-00/LRad l .doc r+e 4. 13,000 Furnish and installed preformed traffic markings, four Lin. Ft. inch (4") wide lines, yellow or white, as shown on striping plan, or approved equivalent complete in place per Lin. Ft. SERVICES: 7-WeAl1 y C,iUZs MATERIALS: Tiy�,rtz., G 1�N?S TOTAL: �b R T y C-4NTf 5. 100 Furnish and installed preformed traffic markings, twenty Lin. Ft. four inch (24") wide stopbars, white, as shown on striping plan, complete in place per Lin. Ft. ITB #294-001R. Addendum #1 ($',a ¢ ) 0100 ) (S 2-0 4 ) (Sl 400 ) a� SERVICES: ($ :i� na ) ($ yDo ) MATERIALS: T/TREE /�v�-t�9RS ($ 3�� TOTAL: _.5tUEAJ ($—�--� ($ C.J Q TOTAL SERVICES e/o/HTZ TNDu WA -46 1'904X- 1OWW4¢e4 J/dozy b0t j -,*,'sr TOTALMATERIALSC_/61117`y IV/La rgUlJlf*6 a,✓Eff��✓Oac7! �,�Jfzy 1�v�,Ddcao,Zs ($ �S ) TOTAL BID (Items 1 through AUTIJORIZED SIGNATURE DATE:c . C211, i 294-00/LRadl .doc M �. 'q -9 'q j 294-00/LRadl.doc w. , ITB #294-00/LR. Addendum #1 LIST OF SUBCONTRACTORS Minority Owned Yes No 2. — 3. 4. u 5. 6. — 7 — ^' 8. 7. 9. 10. .s j 294-00/LRadl.doc w. , ITB #294-00/LR. Addendum #1 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 ten (10) 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. C tracto01natur6) Contractor (Print) CONTRACTOR'S FIRM NAME: _ J G ht1 SP"0rJ1/'V/;5- 1/vC, (Print or Type ) CONTRACTOR'S FIRM ADDRESS: E-6, (30)( _ �d of Agent/Broker: Q-7) tJ . k'�)-O AJ 6 S Address of Agent/Broker: �� , IJaX c?y 0 71- z( City/State/Zip: G_-.0 6 i n C b 79 /-/,? 3 Agent/Broker Telephone Number: ( gbh ) 02 3,5- Date: sDate: c' c. D b C) 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 #294-00/LR - QUAKER AVENUE STRIP PAVING FROM 98TH STREET SOUTH TO CITY LIMITS 1 DE`, 26 00 05:54p P.1 CUMBERLAND CASUALTY & SURETY COMPANY BID BOND Bond No: CC -29332 KNOW ALL MEN BY TIIESE PRESENTS, that we WEST TEXAS PAVING INC. as Principal, hereinafter called the Principal, and Cumberland Casualty & Surety Co., a Corporation .., duly organized under the laws of the State of Florida as Surety, hereinafter called the Surety, are held and firmly bound unto ICITY OF LUBBOCK as Obligee, hereinafter called the Obligee, in the sum (_ 5 °io ) of the Bid Amount not to Exceed TEN THOUSAND AND NO 1 a*******,e*********,ti************DOLLARS ( for the $ , a — 1SL.0_0�90 ) p yment 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, f1mtly by these presents; WHEREAS, the Principal has submitted a bid for ., QUAKER AVENUE 5TRIP PAVING EARTHWORK GRADING AND ASPHAt.T l?AVING NOW, T141-:1ZEFOI2E, i£ the Obligce shall adept 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 Iabor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bunds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bidand such larger amount for which the Obligee may in good faith contract with another party to perform the Work c:oycrcd by said bid then this obligation shall be null and void, otherwise to ain it full f ree and effect. Signed and sealed this 27TH day of DECEMBER 2000 WES PAVING. INC. rin — (Title} c S E /W T Cumberland .asual & Sure Cum an ������ v (Attorney in Fact) SUSAN CRAIN Cumberland Casualty & Casualty Cv. 8150 srookriver Dr.. Ste. S303 Dallas, Texas 75247 __ 214-951-7979 E s., DE;) 26 00 05:54p s • �" p. Z "'" CUMERLAND CASUALTY & SURETY COMP TAMPA, FLORIDA POWER OF ATTORNEY A* PRINCIPAL: WEST TEXAS PAVING INC. EFFECTIVE DATE: 12 27/00 Fp BOX 64287 LUBBOCK WMECT+tuva6S4) TX 79464 cclTTl Qln'ATE) rrer eatmi CONTRACT AMOUNT: $200 000.00 AMOUNT OI: AOND: $j() 000.00 POWER NO. CC - 2 9.-I 17 KNOW ALL MLN BY TRUE PRESEN'13: That Cumberland Casualty &. Surety Company, a corporation duly organized under. tete law% of the St ttu Of Florida, having its aprix in rhe City t. Tampa, lZorida, pwsusnt to die Billowing resolution, adopted by the Board of Directors of the said Company on the 15th.day y off April. 1999, to wits "Resolved, that the President of the Company shall have authority to make, execute and deliver a Power of Attorney constituting as attorney(s)-in-fact, such persons, firms. or corporations as may be selected fans time to time. Be it Further Resolved, that the signature of the President. Secretary and the Seal of the Company may he affixed to any such Power of Attorney or any certificate relating thereto by facsimile, and any such Powers so executed and certified by facsimile S;gnalure and facsimile: seal shall o he valid and binding upon Ute Company in the future with respect to any bored or consents for the release of retained perccnrat es andlor teal ar timatcs n engirteerittg and constr Ct;vu aitnracts or similar authority or undertaking to which it is attached." t Cumberland Casualty & Surety Company does hereby make, constitute and appoints Michael N. Rudber or Susan Crain de true anal lawful f. lin ey(sl in -fact. with full power and authority heretry-H'e'ft d in its name. Place and stead, to sign, execute, acknowledge and deliver m its behalf• and its ac and deed, as follows NOW The obligation of the Company shall not exceed ($2.000,(X)0.00) dollars. And to bind Cumberland Casualty & Surety Company thereby ax fisny and to the same extent a, if such bond us uneleriaking was signed by the duly authorized officer of Cumberland Casualty & Surety Company, and all tilt acts of said attorney(s)-in-fact pursuant to the authority herein given. and hereby ratified acid confirmed, .�, IN WITN$SS We Seal t b Cumberland Casualty &Surety Company has caused these preseuts to h. signed by an officer of the Company and its Cw�ptrralr Seal to be hereto affixed. .•e v�'�"...4 CUUMBE QLLAND C SIJ LT'Y & SURFY COMPANY r ward ), entieid N, Prtsideni STATE OF Z LORMA ) ) SS COVNI'1 Or HILLMOR01061i) On this 15th day of April, A.D, 1999, before me Perwtially caste Edward J. Edenf;eld IV, to me known, who being by me duly sworn did depose and say; that he resides w the County of helisborough, State of Florida; that he is Presidtnt of Cumberland Casualty & Surety Company, tilt rnrpnrxtion descrit+ed in and which executed tete Abure instrument, utat he knows the Seat of said corporation: that the seal affixed to the said instruments is sucb corporate seal. that it was an axed by order of the Board of Directors of said corporation and that he signed his name, Uteret0 by like order. •`+ � o-vAYP&*. Beverly Ann Jerry ;- Commission # CC 758867 �y, 0 Expires August 22, 2002 t -Z� A( ,a b �`oF �� BONDED THRU everly STATE OF FLORIDAFLORIDAAny 6TtANTIC gphpl�, CO..1NC. My commission expires �Op�"G ) SS t o l.T.Nw OF HILLSBOROUCH) I. the undersigned, Secretary of Cumberland Casualty & Surety Company, a Florida Corporation. DO.HEREBY CERTIFY that the w1d attached POWER OF ATTORNEY remains in full force. foregoing Signed and Sealed at the City of Tampa. Dated the 27TH day of DECE 2000 en �r % '.S� ' �. C44S. 13fack. Secretary THIS BOND NOT VALID UNLESS PRINTED ON GREEN PAPER .. ATiNG TEXAS DATE. B — ---� s, 1-2S-201 6:13PM FROM WESTTEXPAVING 8868633550 BOND NO. CC -29353 .� STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(0) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $25,000) P_ 4 KNOW ALL MEN BY THESE PRESENTS, that WEST TEXAS PAVING, INC. (hereinafter called the Principal(s). as Principal(s), and CUMBERLAND CASUALTY & SURETY COMPANY hereinafter called the Sure as Sure (s are held and firml bound unto the City of Lubbock (hereinafter called the ( � ��– �� �{ #U e91lars ($ 1 Fig n�ilawful money of the Obligee), in the amount of United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 11th day of JANUARY 20_01 ,to— CITY OF LUBBOCK UAKER AVENUE_.,STRIP PAVING PROJECT and said Principal under the law is required before commencing the work provided for in said contract to execute a bondir, the an,,unt of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. • NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay al! claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then, this obligation shall be void: otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. F IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument chis 26TH day of _ JANUARY 20 01. x lu k CUMBER:LA:ND CASUALTY & SURETY CO. WEST TEXAS PAVING, INS_ Surar (Company Name) Jam: ✓ S,. �-' Print 3y: 01J-174 CIr.,%N Na } A R LL JARNAGIN AT OR -NE Y' �N–FACT ure) ---- it (Title) 1-25-201 6:13PM FROM WESTTEXPAVING 8068633550 P-5 The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates FRANK WHITE an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. CUMBERLAND CASUALTY & SURETY Surety COMPANY (Title) 2 Approved as to form: City of Lubbock By: City Attorney ' Note: If signed by an officer of the Surety Company there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. if signed by an Attorney in Fact, we must have copy of power of attorney for our files. 2 CUMBERLAND CASUALTY & SURETY` COMPANY POWER OF ATTORNEY .•+ TAMPA, FLORIDA PRINCIPAL: 'WEST-'TEXAS PAVING INC. _ EFFECTIVE DATE:, 1/26/01 Pb BOX 64187 BOCK ��. .:: TX LITB.��. 79464 (STREET ADDRESS) - (CIM '(STATES (zIp CODE) �•- CONTRACT AMOUNT: $169,655. 00"" AMOUNT OF BOhTD: $169, 655.00 POWER'NO. CC - "2-9353-- KNOW ALL MEN tYTHESE PRESENTS: Thai'Cumberland Casualty &Surety Company, A'corporation duly organized under the laws of the State of Florida, having its ' rincipal office iri the"City of Tampa; Florida, pursuant to the following resolution, adopted by the Board of Directors of the said '-- Company on the 15th day of April. 1999, to wit: "Resolved, that the President of the Company shall have authority to make, execute and "deliver, aPower of, Attorney"constituting as attorneys)-in-fact, such persons, firms, or corporations as may be selected from time to time. Be it Further Resolved, that the signature of the President, Secretary and the Seal of the Company may be affixed toanysuch Power of rte+ Attorney or any certificate relating thereto by facsimile, and any such powers so executed and certified`by` facsimile signature an& facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or consents for the release of retained percentages andlorEnal estimates on engineering and construction contracts'or similar authority or undertaking to which it is attached. Cumberland Casualty & Surety Company"does herebyrnake,- constitute and appoint Michael N.-Rudberg or Susan Crain r+ its true and lawful attorneys)=1n-fact, with full power and—au 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 'shafl`not exceed ($2,000,000.00) dollars. And to bind Cumberland Casualty &Surety""Companythe- reby as fully and to the same`exten t as if sucl 'botid or`undertak'ing was signed by the duly authorized officer of Cumberland Casualty & Surety Company, and all the acts of said attorneys)-in-fact pursuant to the authority herein given, and hereby ratified and confirmed. IN WITNESS WHEREOF, Cumberland Casualty"& Surety Company has caused these presents to be signed by an officer of the" Company and its Corporate Seal to be hereto affixed. CUMBE LAND C SCT LTY &'SURETY `COMPANY SEAL _ �J t� ward J7Eenfield IV, President STATE OF FLORIDA ) SS COUNTY OF HILLSBOROUGH) On this 15th day of April, A.D. 1999, before me personally came Edward L Edenfield IV,-fonie known, who, being b' duly sworn did depose and say; that he resides in the County of Hillsborough, State 6f—Florida" that he is President of CumberlandCas"-ft X& Surety Company; the b_ corporation described in and which executed the above instrument; that he knows the 'seal of said corporation, that the seal' affixedto the said r— instruments is such corporateseal; that it was so affixed by order of the Board of Directors of said corporation and that l e signed'his name, thereto by like order. b ,tYRVP�s+ Beverly Ann Jerry r '`�} �-� z ��Commission # CC 758867&, Mw� �, o Expires August 22, 2002 xm * oa 9�t oQ� BONDED THRU' —Beverly An�Jy V eo OR10 GO OF E� ATLANTIC BONDING CO., INC. My commission expires '�OUGN STATE OF FLORIDA.- COUNTY LORIDA COUNTY OFR I.,SI#kki - ` SS I, the unde ne`d Secreraiy o Cumbei and Casualty X Surety Company, a (orida Corporation T O" EREBY CRT1 That the foregoing " r. and attachedOGVEIQF ATTORNEY remaitYs rnf"orce 4,aP `s"N3�a3.r z } Si e`�and Sealedat the C"i o Tania 26TH ty f p Dated the day of JAN"Y 2001 r SEAL C " S. ack, Secretary rte^ THIS BOND NOT VALID UNLESS PRINTED ON GREEN`PAPER No Text LIC We 1N 1-2S-201 G : 1 3PM FROM WFSTTEXI154V'I fJG 80E $63!�t'-;0 BOND NO. CC -29353 STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.02. (a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $100,000) WEST TEXAS PAVING KNOW ALL MEN BY THESE PRESENTS, that INC. (hereinafter called the Principai(s), as Principal(s), rand w CUMBERLAND CASUALTY & SURETY COMPANY P-15 ,�. (hereinafter called the Sure�ilsl, T � EDs)S�XTYiNit fiTH�k�ttSinemselves. o the City of Lubbock (hereinafter caked the Obligee), in the amount of NNEE ttu K - 1 u- Aars {S16Q, 655.00 iar,�fui money of the —S United States for the payment where' , t e say rinCipal an ure y and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. s WHEREAS. the Principal has entered into a certain written contract with the Obligee, dated the 11 t;hay of JANUARY 2001 to CITY OF LUBBOCK QUAKER AVF.NUR STRIP PAVING PRQJE.CT — 9 and said principal under the law is required before Commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW. THEREFORE. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this ob!igation shall be void; otherwise to remain in full force and effect. PROVIDED. HOWEVER, that.this bond is executed pursuant to the provisions of Section 2253.0210? of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this 26TH day of — ----- JANUARY , 20_1. CUMBERLAND CAALTY & SURETY COMPANY WEST TEXAS PAVING, INC. Surety s,A:. r (Company Name) By: -- -1C - ✓� w (Title) SU SAY CRAIN ' ATTORw'FY-iN—FACT 1-2S-201 6:13PM FROM WESTTF_XPAVING 8068633SSO P. S The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates FRANK WHITE an agent resident in Lubbock County to whom any requisite notices may be delivered and on whom service of process may be had in matters arising out of such suretyship. CUMBERLAND CASUALTY_ & SURETY Surcty COMPANY (Title) Approved as to form: City of Lubbo k ty Attorney Note: tf signed by an officer of the Surety Company there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. if signed by an Attorney in Fact, we must have copy of power of attorney for our files. 7 2 No Text JIM WHITE INSURANCE .sr 806 792 4492 02/14/01 01:04P P.001 JIM WHITE INSURANCE AGENCY INC 4518 50TH STREET PO BOX 6708 I_UBSOCK, TEXAS 79493 806-792-4416 OFFICE 806-792-4492 FAX VIA FAX t 7 FROM: ii__ak� A" rm � U TO: SUBJECT: CLLeo� �Q-a 7'Lcu �% TOTAL PAGES IF ALL PAGES WERE NOT RECEIVED, PLEASE CALL. JIM WHITE INSURANCE 806 792 4492 02114/01 01:04P P.00Z CERTIFICATE OF INSURANCE TO; CITY OF LUBBOCK DATE: 2-14-01 P.O. BOX 2600 LUBBOCK, TX 79457 TYPE OF PROJECT: WEST TEXAS PAVING, INC QUAKER AVENUE STRIP PAVING THISIS TO CERTIFY THAT P.O. BOX 64187, LUBBOCK, TX 79464 _ (Name and Address of Insured) is, at the date of this certificate, Insured by this Company with respect to the butiness operations hereinafter described, for the typed of insurance and in accordance with the provisions of the standard policies used by this company, the further hereinafter described. Exceptions to standard policy noted hereon. TYPE OF INSURANCE POLICY NUMBER EFFECTIVE EFFECTIVE LIMITS DATE DATE NERAL LIABILITY o& Commercial General Liability 3AQ5711 3-9-00 3-9-01 General Aggregate $ 2.000.000 U Claims Made Products-Comp/Op AGG $ 2, n0r) - Onn X. Occurrence Personal & Adv. Injury $ 1 cK Owner's, Contractors. Protecdvi Each Occurrence S L;Uuu;u Fire Damage (Any one Fire) 50,000 Med Exp (Anyone Person) 1,000 AUTOMOTIVE LIABILITY 0 Any Auto Combined Single Limit $ 0 All Owned Autos Bodily Injury (Per Person) S 0 Scheduled Autos Bodily Injury (Per Accident) $ 0 Hired Autos Property Damage $ Non -Owned Autos U GARAGE LIABILITY L: Any Auto Auto Only - Each Accident $ Other than Auto Only: Each Accident $ Aggregate 0 BUILDER'S RISK a 100% of the Total Contract Price C INSTALLATION FLOATER EXCE-3:LIABILITY C Umbrella Form Each Occurrence $ Aggregate $1 0 Other Than Umbrella Form . $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY - The Proprietor/ 0 Included Statutory Limits Partners/Executive 0 Excluded Each Accident S Officers are: Disease Policy Limit $ Olsease-Each Employee $ OTHER CERTIFICATE HOLDE IS ADDED AS A DITIONAL I i SURED AND I �AIVER OF SUBROGATION IN FAVOR OF THE CI Y IS ADDED THE ISSUING COMPANY WILL-ENDEAVER TO MAIL 10 DAYS WRITTENNOTICE OF CANCELLATION Tn CVRTTrTrATR HOT -nvi) The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or canceled by the Insurer in less than the legal time required after the insured has received written notice of such change or cancellation, or, in case there is no legal requirement, in less than five days in advance of cancellation FIVE COPIES OF THE CERTIFICATE OF INSURANCE ESSEX INStAANC/IMPANY (Na MUST BE SENT TO THE CITY OF LUBBOCK By71r/'tW 6) Title: AGENT JIM WHITE INSURANCE 01/31/2001 13:55 BUTLER 4 8633550 G 8066633550 1-31-20 11.456M I"atM WESTTEXPAVING SOGBG33SSO TO, CITY OF LUSSOCK P.O. Bax 2000 CERTIFICATE OF INSURANCE OATS: 1/31/2001 NO.5,�4 1.1001 P. I LUBSOCK, TX 79457 TYPE OF PROJECT: WEST TEXAS PAVING, INC.P 0 80X64187 QUAKER AVENt7E PAVING THIS 16 TO CERTIFY THAT 74111SOCK, Ix(Name and Address of Insured) is, at the date of this certificate, insured by this Company with respect t0 the bu5ines5 operations hereinafter described, for the typed of insurance and in accordance with the provisions Of the standard policies used by this company, the further hereinafter Cescribed. Exceptions to standard policy noted hereon. TYPE OF INSURANCE ... GEN L1AFt fTY Commerclat GeMMI L�bbility Claims Made 0=urrence .q., Owner's 8 vo+ltractor., Prolectiv s i S POLICY NtlhiBER EFFECTIVE /,AYE EFFECTIVH DATE UMI75 0sinyryl Aggregate S ProdV01VQ9mp/Qp AGG 5 Personal & Aov. to lurY 5 East+ Occurrence S Fire Damage (Any one Firc) Mod Exp (Any one Perwri) AUTOMOTIVE LIAWLITY Any Auto Combined Sinple Limit S 1, 000, Goo Ail Ownreu Autos TCA562238200 9/14/2000 9/14/2001 60dity injury (perper+on) S Scheouled Autos s Bodily Injury (Per Accident) Hired Autos property Dyrnyge 3 Non-Ownca Autos ANAGE L1A9rL 7?Y Any Auto Auto Only - Each Accident --- Other than Auto Only: Each Accident ►°�+ Apgreg3te 3 VVILOER'S RISK ^0'Xo of inc Tolat Contract Pricea... INSTALLArtONFLOAreq s -- --- e�e FXCr:SS LrA81117Y Urnbrelta Form Each Occurrence S Other Than Umbrella Form At79re9ate S WORKERS COMP NSAPON ANO EMPLOY#PS' LfA81L17'Y rho Proprietor/ a I ladvoed prTriers/executiva 0 Excluded Statutory Limits .� Ofbarrst ire; Mich Apcident S v disease Policy /unit S. . Dizease-Each Employee S ' -- — OTNEta _.._ CITY OF LUCCOK IS SRO+ [ AS ADDITION INSURED W TH WAIVER F SUBROGATION AND 10 DAYS WRITTEN NOTICE OF CANCELLATION. The above policies either In the body thereof or by appropriate enClOrsement provide that they may not be Changed or canceled by the insurer in less than the teyai time required after the insured has received written M01iCe of such Change Or Cancellation, or in case there is no legal requirement, In cess than five days in advance of cancellation. FIVE COPIES OF TME CERTIFICATE OF INSURANCE REPUBL;9eLLOYDS .� MUST BE SENT TO THE CITY OF LVBBOCK Name ns By. .�• ttI AGENT I JIM WHITE INSURANCE 806 792 4492 01/31/01 04:30P P.002 .en 1-31-201 1 1 : 47AM FROM WESvi'EXP'AV 1 NU t: 0bdb d,d55U r . CERTIFICATE OF INSURANCE • !" TO: CITY OF LUBSOCK ADDITIONAL INSURED DATE* 1-31-01 P.O. 8OX 2000 LUBBOCK, TX 79457 TYPE OF PROJECT: WEST TEXAS PAVING, INC QUAKER AVENUE STRIP PAVING THIS IS TO CERTIFY THAT P.O. BOX 6418 ► LUBBOCK TY 7A r. (Name and Address of insured) is, at the date of this certificate, insured by this Company With respect to the business operations hereinafter described, for the typed of insurance and in accordance with the provisions of the standard policies used by this compony, the ft,rther hereinafter described. Exceptions to standard policy noted hereon. —` TYPE t3F INSURANCE' POLICY l�l1M8ER EFF CTIVE EFFECTiYE LI ITS '�. DATE OATE Commerclal Grenerat Lizibliity E: Claims Macau X OccurrerGe Owner's & Contmclart: Protea r.m • v y Aft Owned Autos $choduted Autos S Hired Autos r� Nun -Owned Autos GARAGE LIASOLI T Y Any Auto ew S WLDER'S RISK of the Total Contract E INSrAC A7*ioN FLOATED EXCESS LIA$fLf TY ,. Umbrella Form Other T:t3n Umbrella Form 1NORKERS COMPENSATION AND EMRLOYERS'LIA81LITY The I'rvprielorl Q PartnerslExecutive U Officer,. nm: inckrded ExctuCleo General Aggregate S 2 , 000, 000 3AQ5711 30902000 3-9-2001 Proddu Persos- mplO uAy 3 5 2'Ono{*��0}� Each Occurrencra Sy1�AOtJ Fire Damage (Any one Fire) SO , 000 Med Exp (Atoy one Person) 1,000 Contbined Single Limit S_, . Sod4y injury (Per FV$On) 5 Bodily Injury (Per Accident) Property Damage $_, , Auto Only - Each Acddent Other than Auto On' 1y; Each Aacidbnt 3 . Aggregate S _. s S, Each Occurtonce ,Agpregat& $ _ Statutory Limits Each Accident Disease Policy Limit S Disease -Each Employer: S EII THEISSUINGCOMPANY WILL ENDEAVER TO LL 10 DAIS WRITTEN LTICE OF CANCELLATION TO CERTIFICATE HOLDER' WAIY R OF STTHRO eTION Av�4� - The above policies either in the body thereof or by appropriate endorsement provide that they rney not be Changed or canceled by the insurer in teas than the legal time required ratter the insured has received written notice of such change or cancellaCion, or in case @tare is no legal requirement, in les:: 'than five days in advance of canctAlation. A, f1VE COPIES OF THE CERTIFICATE OF INSURANCE ESSEXNS J CE C :By: me o n MUST BE SENT TO THE CITY OF LUBBOCK Na AGENT � Title: JIM WHITE INSURANCE 1 P.O. BOX 6708 LUBBOCK, TX 79493 E"t n 01/31/01 17:06 FAX 18067940196 DAVID TATE INS 1-31-201 11750AM FROM WESTTEXPAVING 8068633560 TO: CITY OF LUBBOCK P.O. BOX 2400 CERTIFICATE OF INSURANCE DATE: 1 33-03 LUBBOCK, TX 78457 TYPE OF PROJECT. Quaker Aye. paving YMIS IS TO CERTIFY THA (Name and Address of Insured) is. al the Clete of This certificate, insured by this Company with respect to the business operations hereinafter described. for the typed of insurance and in accordance with the provisions of the Standard policies used by this company. the further hereinafter desertbad. E=epttons to standard policy noted hereon. TYPE OF INSURANCE POUCY NUMBER EFFECTIVE EFFECTIVE �LIMITS� DATE DATE_ GENERAL L1A81UTY COMtreecial General Liaoillty General A99regate 5 Claims Mang Producta-ComptOp AGG 3 0tcvrr0n= Personal b Adv. Injury S Owners & contratwra Prolttov Eich Ocourrenoe S Fire Damage (Any one Fire) S ht;:d Exp (Any one Personi 5 AL(FOA( 1/VELtAH1LrTY Any Auto combinea Single Unit S All Owr.ct! Autos Botley hijury (Per Person) S — Scheduled Auto& 130d: -.y InjUry (PerAWOOnt) S Hired Autos Properh; Damage i Won -Owned AUMS GA1! G F UA 1Lt i Y " Any Auto Auto Only - Each A=Nfent 5 Other than Auto Dnrye i2oh A;,6cW1 S Aggregate S Aunt OERIS RISK "W% of the Total Contr2a Price 1NSTA UAT10N FLOATED. S EXCESS LIA&Un Umbroira Form Each Oczui7Ence 3 A9 6ab $ OVW Than Llminella Form WORKERS COMPENSATION A1VI EMPLOYERS LIA&u7Y The Fromie= G , Lneludctl Statutory Limits Patvtarsl6cew"Ve Ft exclwed 6551096 1-22-01 1-22-02 Etrcn Accident S� Q r► n rl-�-:— officers are Diseaso policy Limit S Disease -Each Employee $ 500000 OTHER The City of L" bock is fa red wit waiver f subrogation iaac %-W1uF="Y w111 WLaut:WUL 4U bWUU LAe C1Ly OI LUDDOCK Notice of cancellation 10 days prior to cancellation, The above policies eiihdr in the body thereof or by appropriate endorsement provide that they may not be changed or canceled by the insure: in less than the !agar tame require! after the insured has received written notice of such change or carlZiation, or in case there is no legal requirement, in less than five days in advance of cancellation. FIVE COPIES OF THE CERTIFICATE OF INSURANCE Amer' CO MUST BE SENT TO THE CITY OF LUBBOCK ame of Insuirerj By: Title: � r(aL 4 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; P., (4) obtain from each person providing services on a project, and provide to the governmental entity: (A) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (B) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (6) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (7) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Act or other commission rules. This notice must be printed in at least 19 -point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: .. 2 REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must (see 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." "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 (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 010* 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. �* 3 F- U Q F- Z O U P" CONTRACT �*+ STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 11th day of January, 2001 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 West Texas Paving, Inc. of the City of Lubbock, County of Lubbock and the State of Texas hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration 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 #294-00/LR - QUAKER AVENUE STRIP PAVING FROM 98TH STREET SOUTH TO CITY LIMITS - $169,655.00 and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or their) own proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction in accordance with the contract documents as defined in the General Condition of Agreement. The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have been given to him and to substantially complete same within the time specified in the contract documents. The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with the bid submitted therefore, subject to additions and deductions, as provided in the contract documents and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County, �. Texas in the year and day first above written. ATTEST: CIT �LUBBOC , TE&(0 E2) By: Secretary MAYORLl APPRO D AS TO CONT NT: 44 CO TRACTOR_ ner's Repr sentative _ ZA5 7 Lit APPROVED AS TO FORM: / Ci y Attorney ` PRINTED A : bA-12% a (, �/-} TITLE: — 5/ ATTEST: COMPLETE ADDRESS: Corporate Secretary WEST TEXAS PAVING P.O. BOX 64187 LUBBOCK, TEXAS 79464-4187 � 1 GENERAL CONDITIONS OF THE AGREEMENT GENERAL CONDITIONS OF THE AGREEMENT OWNER Whenever the word Owner, or First Party, are used in this contract, it shall be understood as referring to the City of Lubbock, Texas. 2. CONTRACTOR Whenever the word Contractor, or Second Party, is used, it shall be understood to mean the person, persons, co- partnership or corporation, to wit WEST TEXAS PAVING. 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 LARRY HERTEL, CITY ENGINEER, 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 „s4 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. 7. WRITTEN NOTICE ,•. Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last business address known to the party who gives the notice. 8. CONTRACTOR'S RESPONSIBILITIES 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 1 otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known, technical or trade meaning shall be held to refer such recognized standards. All work shall be done and all materials furnished in strict conformity with the contract documents. SUBSTANTIALLY COMPLETED The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor miscellaneous work and adjustment. 10. LAYOUT Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative will check the Contractor's layout of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications. 11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE The Contractor shall be furnished copies of all Plans and Specifications without expense to Contractor and Contractor shall keep one copy of same consistently accessible on the job site. 12. RIGHT OF ENTRY The Owner's Representative may make periodic visits to the site to observe the progress or quality of the executed work and to determine, in general, if the work is proceeding in accordance with the contract documents. Owner's Representative will not be required to make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will Owner's Representative be responsible for the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. Notwithstanding the Owner's Representative's rights of entry hereunder, the Owner's Representative will not be responsible for the Contractor's failure to perform the work in accordance with the Contract Documents. 13. LINES AND GRADES All lines and grades shall be furnished by the Owner's Representative whenever Owner's Representative deems said lines and grades are necessary for the commencement of the work contemplated by these contract documents or the completion of the work contemplated by these contract documents. Whenever necessary, Contractor shall suspend its work in order to permit Owner's Representative to comply with this requirement, but such suspension will be as brief as practical and Contractor shall be allowed no extra compensation therefore. The Contractor shall give the Owner's Representative ample notice of the time and place where lines and grades will be needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless destruction or removal by Contractor, its Subcontractors, or its employees, such stakes, marks, etc., shall be replaced by the Owner's Representative at Contractor's expense. 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative has the authority to review all work included herein. The Owner's Representative has the authority to stop the work whenever such stoppage may be necessary to ensure the proper execution of the contract. The Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work which are to be paid for under the contract documents, and shall determine all questions in relation to said, work and the construction thereof, and shall, in all cases, decide every question which may arise relative to the execution of this contract on the part of said Contractor. The decision of the Owner's Representative shall be conclusive in the absence of written objection to same delivered to Owner's Representative within fifteen (15) low 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 r 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 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. r 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 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. .Wft 3 19. CONSTRUCTION PLANT The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is also understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of any materials, tools, equipment or machinery or any part of the work until it is finally completed and accepted. The building of structures for the housing of men or equipment will be permitted only at such places as the Owner's Representative shall consent or direct, and the sanitary conditions of the grounds in or about such structure shall at all times be maintained in a manner satisfactory to the Owner's Representative. 20. SANITATION Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall be approved by the Owner's Representative and their use shall be strictly enforced. 21. OBSERVATION AND TESTING The Owner or Owner's Representative shall have the right at all times to observe and test the work. Contractor shall make necessary arrangements and provide proper facilities and access for such observation and testing at any location wherever such work is in preparation or progress. Contractor shall ascertain the scope of any observation that may be contemplated by Owner or Owner's Representative and shall give ample notice as to the time each part of the work will be ready for such observation. Owner or Owner's Representative may reject any such work found to be defective or not in accordance with the contract documents, regardless of the stage of its completion or the time or place of discovery of such errors and regardless of whether Owner's Representative has previously accepted the work through oversight or otherwise. If any such work should be covered without approval or consent of the Owner, it must, if requested by Owner or Owner's Representative, be uncovered for examination at Contractor's expense. In the event that any part of the work is being fabricated or manufactured at a location where it is not convenient for Owner or Owner's Representative to make observations of such work or require testing of said work, then in such event Owner or Owner's Representative may require Contractor to furnish Owner or Owner's Representative certificates of inspection, testing or approval made by persons competent to perform such tasks at the location where that part of the work is being manufactured or fabricated. All such tests will be in accordance with the methods prescribed by the American Society for Testing and Materials or such other applicable organization as may be required by law or the contract documents. If any such work which is required to be inspected, tested, or approved is covered up without written approval or consent of the Owner or Owner's Representative, it must, if requested by the Owner or Owner's Representative, be uncovered for observation and testing at the Contractor's expense. The cost of all such inspections, tests and approvals shall be borne by the Contractor unless otherwise provided herein. Any work which fails to meet the requirements of any such tests, inspections or approvals, and any work which meets the requirements of any such tests or approvals but does not meet the requirements of the contract documents shall be considered defective, and shall be corrected at the Contractor's expense. Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner, Owner's Representative, or other persons authorized under the contract documents -to make -such inspections, tests, or approvals shall relieve the Contractor from its obligation to perform the work in. accordance with the requirements of the contract documents. 22. DEFECTS AND THEIR REMEDIES It is expressly agreed that if the work or any part thereof, or any material brought on the site of the.work for use in the work or selected for the same, shall be deemed by the Owner or Owner's Representative as unsuitable or not in conformity with plans, specifications and/or contract documents, the Contractor shall, after receipt of written notice thereof from the Owner's Representative, forthwith remove such material and rebuild.or otherwise remedy such work so that it shall be in full accordance with the contract documents. It is further agreed that any remedial !" action contemplated as hereinabove set forth shall be at Contractor's expense. 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 Tie 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 !r", Method (B) - By agreed lump sum; or Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is commenced, then the Contractor shall be paid the lesser of the following: (1) actual field cost of the �. extra work, plus fifteen (15%) percent; or (2) the amount that would have been charged by a reasonable and prudent Contractor as a reasonable and necessary cost for performance of the extra work. In the event said extra work be performed and paid for under Method (C)(1), then the provisions of this paragraph shall apply and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen, timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for ,..w 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 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." 5 No claim for extra work of any kind will be allowed unless ordered in writing by Owner's Representative. In case, any orders or instructions appear to the Contractor to involve extra work for which Contractor should receive compensation or an adjustment in the construction time, Contractor shall prior to commencement of such extra work, make written request to the Owner's Representative for a written order authorizing such extra work. Should a difference of opinion arise as to what does, or does not constitute extra work oras to the payment therefore, and ... the Owner's Representative insists upon its performance, the Contractor shall proceed with the work after making written request for written order and shall keep adequate and accurate account of the actual field cost thereof, as provided under Method (C)(1). If Contractor does not notify Owner's Representative before the commencement of any extra work, any claim for payment due to alleged extra work shall be deemed waived. 25. DISCREPANCIES AND OMISSIONS It is further agreed that it is the intent of the contract documents that all work described in the bid, the specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that such price shall include all appurtenances necessary to complete the work in accordance with the intent of these contract documents as interpreted by Owner's Representative. Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Owners' Representative and a clarification obtained before the bids are received, and if no such notice is received by the Owner's Representative prior to the opening of bids, then it shall be deemed that the Contractor fully understands the work to be included and, has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If Contractor, does -not notify Owner's Representative before bidding of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must, be submitted no later,than five (5) calendar days prior to the opening of bids. 26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of work with the rate of progress required under this contract, the Owner or Owner's Representative may order the Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall comply with such order. _ If, at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the Contractor shall, if so ordered in writing, increase its force or equipment, or both, to such an extent as to give reasonable assurance of compliance with the schedule of progress. 27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC AND GENERAL INDEMNITY The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an insurance company licensed to transact business in the State of Texas, which policy shall comply with the Workers' Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable precaution for the safety of employees and others on or near the work and shall_comply with all applicable provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of Associated General Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The Contractor, its sureties and insurance carriers, shall defend, indemnify and hold harmless the Owner and all of its officers, agents and employees against any all losses, costs, damages, expenses, liabilities, claims and/or causes of action, whether known or unknown, fixed, actual, accrued or contingent, liquidated or unliquidated, including, but not limited to, attorneys' fees and expenses, in connection with, incident to, related to, or arising out of, the Contractor's or any subcontractor's, agent's or employee's, in any manner whatsoever, omission, execution and/or supervision of this contract, and the project which is the subject matter of this contract;- 'The ontract 'ihe safety precautions taken shall be the sole responsibility of the Contractor, in its sole discretion_ as an Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may given - by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses, are intended as reminders to the Contractor of its duty and shall not be construed as any assumption of duty to supervise safety precautions by either the Contractor or any of its subcontractors. 28. CONTRACTOR'S INSURANCE The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be 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. e'*• 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. The insurance certificates furnished shall name the City as an additional insured, or in the alternative, +. shall be accompanied by a statement from the Contractor to the effect that no work on this particular project shall be subcontracted. It shall be the contractors responsibility to provide to the owner all proof of coverage insurance documents including workers compensation coverage for each subcontractor. A. General Liability Insurance The contractor shall have Comprehensive General Liability Insurance with limits of $1,000,000.00 Combined Single Limit in the aggregate and per occurrence to include: HEAVY EQUIPMENT ENDORSEMENT 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, $500,000.00 Combined Single Limit. This policy shall be submitted prior to contract execution. C. Comprehensive Automobile Liability Insurance a The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than; Bodily Injury/Property Damage, $500.000.00 Combined Single Limit, to include all owned and non -owned cars including: Employers Non -ownership Liability Hired and Non - owned Vehicles. The City is to be named as an additional insured on this policy for this specific job and copy of the endorsement doing so is to be attached to the Certificate of Insurance. 7 D. Builder's Risk Insurance/Installation Floater Insurance. The Contractor shall obtain a Builder's Risk policy in the amount of 0% of the total contract price (100% of - potential loss) naming the City of Lubbock as insured. E. Umbrella Liability Insurance The Contractor shall have Umbrella Liability Insurance in the amount of, O on all contracts with coverage to correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverages. F. Worker's Compensation and Employers Liability Insurance Worker's Compensation Insurance covering all employees whether employed by the Contractor or any Subcontractor on the job with Employers Liability of at least $500.000.00. 1. Definitions: Certificate of coverage ("certificate") A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC- 83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in Section 406.096, Texas Labor Code) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner - operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. 2. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the duration of the project. 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. 4. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. The Contractor shall obtain from each person providing services on the project, and provide to the governmental entity: (a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (b) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of �-+ coverage ends during the duration of the project. 6 The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 7. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. 8. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. 9. The Contractor shall contractually require each person with whom it contracts to provide services on the project, to: (a) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current •. certificate of coverage ends during the duration of the project; (d) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts to perform as required by paragraphs (a) - (g), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self -Insurance ^'"" 9 Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. 11. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entities the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. G. Proof of Coverage Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for approval five Certificates of Insurance covering each insurance policy carried and offered as evidence of compliance with the above insurance requirements, signed by an authorized representative of the insurance company setting forth: (1) The name and address of the insured. (2) The location of the operations to which the insurance applies. (3) The name of the policy and type or types of insurance in force thereunder on the date borne by such certificate. „ (4) The expiration date of the policy and the limit or limits of Liability thereunder on the date borne by such certificate. (5) A provision that the policy may be canceled only by mailing written notice to the named insured at the address shown in the bid specifications. (6) A provision that written notice shall be given to the City ten days prior to any change in or cancellation of the policies shown on the certificate. (7) The certificate or certificates shall be on the form (or identical copies thereof) contained in the job specifications. No substitute of nor amendment thereto will be acceptable. (8) If policy limits are paid, new policy must be secured for new coverage to complete project. (9) A Contractor shall: (a) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; _ (b) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (c) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project; (d) obtain from each person providing services on a project, and provide to the governmental - entity: (i) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (ii) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter, 10 (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (g) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current .; coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least point normal type, and shall be in both English and Spanish and -19 any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes, persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at 512/440-3789 to receive information of the legal requirements for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage;" and (h) contractually require each person with whom it contracts to provide services on a project, to: (i) provide coverage based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements for all of its employees providing services on the project, for the duration of the project; (ii) provide a certificate of coverage to the Contractor prior to that person beginning work on the project; (iii) include in all contracts to provide services on the project the following language: "By signing this contract or providing or causing to be ., provided a certificate of coverage, the person signing this contract is representing to the governmental entity that all - - employees of the person signing this contract who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reprinting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the ^^ Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions."; (iv) provide the Contractor, prior to the end of the coverage period, a new certificate .., of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (v) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and �" 11 (2) prior to the end of the coverage period, a new certificate of coverage showing extension of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the -- project; (vi) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (vii) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (viii) contractually require each other person with whom it contracts, to perform as required by paragraphs (i) -(viii), with the certificate of coverage to be provided to the person for whom they are providing services. 29. DISABLED EMPLOYEES Contractors having more than fifteen (15) employees agree to comply with the Americans with Disabilities Act of 1990, and agree not to discriminate against a qualified individual with`a disability because of the disability of such individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee compensation, job training, and other terms, conditions, and privileges of employment. 30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERIALMEN AND FURNISHERS -- OF MACHINERY, EQUIPMENT AND SUPPLIES Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees that it will indemnify and save the Owner and all of its officers, agents and employees, harmless against any and all claims, liabilities, losses, damages, expenses and causes of action arising out of, in any way, manner or form, the demands of subcontractors, laborers, workmen, mechanics, materialmen and furnishers of machinery and parts thereof, equipment, power tools, and supplies, incurred in the performance of this contract and the project which is the subject matter of this contract. When Owner so desires, the Contractor shall furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or waived. If during the progress of the work, Contractor shall allow any indebtedness to accrue for work furnished by any of those designated in the preceding paragraph and shall fail to pay and discharge any such indebtedness within five (5) days after demand is made, then Owner may, during the period for which such indebtedness shall remain unpaid, in addition to any statutory retainage rights it may have, withhold from the unpaid portion of this contract, a sum equal to the amount of such unpaid indebtedness or may apply the sum so withheld to discharge any such indebtedness. 31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION The Contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the Patentee or owner thereof. Without limiting, in anyway, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the Owner, and all of its officers, agents and employees harmless from any loss on account thereof, except that Owner shall defend all such suits and claims and shall be responsible for all such loss when a particular design, device, material or process or the product of a particular manufacturer or manufacturers is specified or required in these contract documents by Owner; provided, however, if choice of alternate design, device, material or process is allowed to the Contractor, then Contractor shall indemnify and save Owner, and all of its officers, agents and employees harmless from any loss on account thereof. Notwithstanding anything herein to the contrary, if the material or process specified or required by Owner and/or this contract is an infringement, the Contractor shall be responsible for such loss unless it gives written notice of such infringement to the Owner's Representative prior to bidding. 12 r� 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 $500.00 (ZERO) 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. V" 35. TIME AND ORDER OF COMPLETION It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall be allowed to prosecute its work at such time and sessions, in such order of precedence, and in such manner as shall be most conductive to economy of construction; provided, however, that the order and time of prosecution shall be such that the work shall be substantially completed as a whole and in part, in accordance with this contract, the plans and specifications, and within the time of completion designated in the bid; provided, also, that 13 when the Owner is having other work done, either by contract or by its own force, the Owner's Representative may direct the time and manner of constructing work done under this contract so that conflicts will be avoided and the construction of the various works being done for the Owner shall be harmonized. The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative, schedules which shall show the order in which the Contractor intends to carry on the work, with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts. 36. TIME OF PERFORMANCE The Contractor agrees that it has submitted its bid in full recognition of the time required for the completion of this project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and has considered the liquidated damage provisions of paragraph 34 hereinabove set forth and expressly agrees that it shall not be entitled to, nor will it request, an extension of time on this contract, except when its work has been delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors employed by the Owner, or by changes ordered in the work, or by strike, walkouts, acts of God or the public enemy, fire or flood. Any request for extension shall be in writing with the written request for same setting forth all justifications, in detail, for the request, and submitted to Owner's Representative within twenty (20) calendar days of the occurrence of the event causing said delay. A failure by Owner's Representative to affirmatively grant the extension no later than twenty (20) calendar days of written submission by Contractor shall be deemed a denial, and final. Further, in the absence of timely written notification of such delay and request for extension, as provided herein, any request for extension by Contractor shall be deemed waived. 37. HINDRANCE AND DELAYS In executing the contract, the Contractor agrees that in undertaking to complete the work within the time herein fixed, Contractor has taken into consideration and made allowances for all hindrances and delays incident to such work, whether growing out of delays due to unusual and unanticipated circumstances, difficulties or delays in securing material or workmen, or any other cause or occurrence. No charge shall be made by the'Contractor for hindrance or delays from any cause during the progress of any part of the work embraced in this contract except where the work is stopped by order of the Owner or Owner's Representative for the Owner's convenience, in which event, such expense as in the sole judgment of the Owner's Representative that is caused by such stoppage shall be paid by Owner to Contractor. 38. QUANTITIES AND MEASUREMENTS No extra or customary measurements of any kind will be allowed, but the actual measured or computed length, area, solid contents, number and weight only shall be considered, unless otherwise specifically provided. In the event this contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the specifications, plans and other contract documents are intended to show clearly all work to be done and material to be furnished hereunder. Where the estimated quantities are shown, and only when same are expressly stated to be estimates, for the various classes of work to be done and material to be furnished under this contract, they are approximate and are to be used only as a basis for estimating the probable cost of the work and,for comparing their bids offered for the work. In the event the amount of work to be done and materials to be furnished are expressly stated to be estimated, and only when same are expressly stated to be estimated, it is understood and agreed that the actual amount of work to be done and the materials.to be furnished under this contract may differ somewhat from these estimates, and that where the basis for payment under this contract is the yunit . price method, payment shall be for the actual amount of work done and materials furnished on the project. 39. PROTECTION OF ADJOINING PROPERTY The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, which may be injured or seriously affected by any process of construction to be undertaken under this agreement, from any damage or injury by reason of said, process of construction; and Contractor, shall be liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. Without limiting, in any way, manner and form, the indemnity provided by Contractor in paragraph 27 hereof, the —' Contractor agrees to indemnify, save and hold harmless the Owner, and any of its officers, agents and employees, 14 PW 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 the Contractor, and on the delivery of all riaterials embraced in this contract in full conformity with the specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the bid proposal attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to receive such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all expenses incurred by Contractor and for well and truly performing the same and the whole thereof in the manner 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 a with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by Contractor of final payment of the contract price shall constitute a waiver of all claims against Owner, Owner's agents and employees, which have not theretofore been timely filed as provided in this contract. 42. PARTIAL PAYMENTS On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for partial payment or, if the Contractor does not submit such application, the Owner's Representative shall determine the amount to be partially paid. Owner's Representative shall review said application for partial payment if submitted, and the progress of the work made by the Contractor and if found to be in order, shall prepare a certificate for partial payment showing as completely as practical the total value of the work done by the Contractor up to and including the last day of the preceding month. The determination of the partial payment by the Owner's Representative shall be in accordance with Paragraph 14 hereof. r The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the Owner's Representative's Certificate of Partial Payment, less 5% of the amount thereof, which 5% shall be -, retained until final payment, and further, less all previous payments and all further sums that may be retained by Owner under the terms of the contract documents. Any partial payment made hereunder shall not constitute a waiver by the Owner of any and all other rights to enforce the express terms of the contract documents, and all remedies provided therein, as to any and all work performed, to be performed and/or materials delivered hereunder, including, but limited to, work to which said partial payment is attributable. 43. SUBSTANTIAL COMPLETION Contractor shall give Owner's Representative written notice of substantial completion. Within thirty-one (31) working days after the Contractor has given the Owner's Representative written notice that the work has been substantially completed, the Owner's Representative and/or the Owner shall inspect the work and within said time, if the work be found to be substantially completed in accordance with the contract documents, the Owner's Representative shall issue to the Owner and Contractor a certificate of substantial completion. Notwithstanding the issuance of a certificate of substantial completion, Contractor shall proceed with diligence to finally complete the work within the time provided in this contract. 44. FINAL COMPLETION AND PAYMENT r 15 The Contractor shall give written notice to Owner's Representative of final completion. Upon written notice of final completion, the Owner's Representative shall proceed to make final measurement to determine whether final completion has occurred. If the Owner's Representative determines final completion has occurred, Owner's - Representative shall so certify to the Owner. Upon certification by Owner's Representative of final completion, Owner shall pay to the Contractor on or before the 31 st working day after the date of certification of final completion, the balance due Contractor under the terms,of this agreement. Neither the certification of final completion nor the final payment, nor any provisions in the contract, documents, shall relieve the Contractor of the obligation for fulfillment of any warranty which may be required in the contract documents and/or'any warranty or warranties implied by law or otherwise. 45. CORRECTION OF WORK Contractor shall promptly remove from Owner's premises all materials condemned by the Owner's Representative on account of failure to conform to the contract documents, whether actually incorporated in the work or not, and Contractor shall at its own expense promptly replace such condemned materials with other materials conforming to the requirements of the contract documents. Contractor shall also bear the expense of restoring all work of other contractors damaged by any such removal orreplacement. If Contractor does not remove and_.replace any such condemned work within a reasonable time after a written notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense. Neither the final payment, nor certification of final completion or substantial completion, nor any provision in the contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship, and Contractor shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which shall appear within a period of one (1) year from the date of certification of final completion by Owner's —.. Representative. 46. PAYMENT WITHHELD The Owner or Owner's Representative may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any certification to such extent as._may be necessary to protect itself from loss on account of: (a) Defective work not remedied and/or work not performed. (b) Claims filed or reasonable evidence_ indicating possible filing of claims. (c) Failure of the Contractor to make payments promptly to subcontractors or for materials or labor. (d) Damage to another contractor. When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, in the amount withheld, payment shall be made for amounts withheld because of them: 47. CLAIM OR DISPUTE It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in writing and filed with the Owner's Representative within fifteen (15) calendar days after the Owner's Representative has given any direction, order or instruction to which the Contractor desires to take exception. Timely written notice of dispute as provided in this contract of any decision by Owner's Representative or Owner shall be a condition precedent to the bringing and/or assertion of any action or claim by Contractor of any right under this Contract. If the matters set forth in the notice of dispute are not granted or otherwise responded to by Owner's Representative within fifteen (15) calendar days of receipt of notice of dispute by Owner's Representative, said objections shall be deemed denied. Any decision by the Owner's Representative, or deemed denial by the Owner's Representative, shall be final and conclusive in the absence of fraud. It further agreed that the acceptance by the Contractor of the final payment shall be a bar to any and all claims of the Contractor, and constitute a waiver of the right to assert any claim against Owner, Owner's agents and employees and Owner's Representative, by Contractor. 48. NON-COMPLIANCE AND/OR ABANDONMENT BY CONTRACTOR In case the Contractor should (1) abandon and fail or refuse to resume work within fifteen (15) calendar days after written notification from the Owner or the Owner's Representative, or (2) if the Contractor fails to comply with the 16 rye 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 r 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. Incase 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, fail to pay the amount due the Owner within the time designated hereinabove, and there remainsany machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials shall be mailed to the Contractor and his Surety, if applicable, at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the Contractor and his Surety, if applicable, subject only to the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) calendar days from the �„"' 17 date of said notice the Owner may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the Contractor and his Surety, if applicable. Such sale may be made at either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any machinery, equipment, tools, materials, or supplies that remain on the jobsite and belong to persons other than the Contractor or his Surety, if applicable, to their proper owners. The remedies provided to Owner by law, equity, contract, or otherwise, shall be cumulative, to the extent permitted by law. It is expressly agreed and understood that the exercise by Owner of the remedies provided in this paragraph shall not constitute an election of remedies on the part of Owner, and Owner, irrespective of its exercise of remedies hereunder, shall be entitled to exercise concurrently or otherwise, any and all other remedies available to it, by law, equity, contract or otherwise, including but not limited to, liquidated damages, as provided in paragraph 34, hereinabove set forth. 49. LIMITATION ON CONTRACTOR'S REMEDY The remedies of Contractor hereunder shall be limited to, and Owner shall be liable only for, work actually performed by Contractor and/or its subcontractors as set forth in the contract documents, and Owner shall not be liable for any consequential, punitive or indirect loss or damage that Contractor may suffer in connection with the project which is the subject matter of this contract. 50. BONDS The successful bidder will be required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the successful bidder will be required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $25,000. All bonds, if required, shall be submitted on forms supplied by the Owner, and executed by an approved Surety Company authorized to do business in the State of Texas. It is further agreed that this contract shall not be in effect until such bonds are so furnished. 51. SPECIAL CONDITIONS In the event special conditions are contained herein as part of the contract documents and said special conditions conflict with any of the general conditions contained in this contract, then in such event the special conditions shall control. 52. LOSS OR EXPENSE DUE TO UNUSUAL OR UNANTICIPATED CIRCUMSTANCES Unless otherwise specified herein, all loss, expense or damage to the Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance or from unusual obstructions or difficulties, naturally occurring, man made or otherwise, which may be encountered in the prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense. 53. INDEPENDENT CONTRACTOR Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to direct, supervise, and control its own employees and to determine the method of the performance of the work covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's work during Contractor's performance and to carry out the other prerogatives which are expressly reserved to and vested in the Owner or Owner's Representative hereunder, is not intended to and shall not at any time change or effect the status of the Contractor as an independent contractor with respect to either the Owner or Owner's Representative or to the Contractor's own employees or to any other person, firm, or corporation. 54. CLEANING UP The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at the completion of the work Contractor shall remove all such debris and also its tools, scaffolding, and surplus 18 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 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 P7 s� CURRENT WAGE DETERMINATIONS r^� r^ moft RE: RESOLUTION NO. 6262, ITEM NO. 39, APRIL 8, 1999 EXHIBIT A City of Lubbock Building Construction Trades Prevailing Rates Craft Acoustical Ceiling Installer Air Conditioner Installer Air Conditioner Installer -Helper Asbestos Worker Asbestos Supervisor Bricklayer Bricklayer -Helper Carpenter Carpenter -Helper Cement Finisher Drywall Hanger Electrician Electrician -Helper Equipment Operator -Heavy Equipment Operator -Light Floor Installer Glazier Insulator-Piping/Boiler Insulator -Helper Iron Worker Laborer -General Mortar Mixer Painter Plumber Plumber -Helper Roofer Roofer -Helper Sheet Metal Worker Sheet Metal Worker -Helper Welder -Certified Hourly Rate 11.50 12.50 6.25 9.00 12.50 12.50 7.00 11.00 7.00 8.00 11.00 13.75 7.00 9.50 8.50 9.50 10.50 11.50 7.00 11.00 6.00 6.00 9.50 12.50 7.00 9.00 7.00 10.00 7.00 11.00 EXHIBIT B Paving and Highway Construction Prevailing Wage Rates Craft Hourly Rate Asphalt Heaterman 9.00 Asphalt Shoveler 6.00 Concrete Finisher 8.00 Concrete Finisher -Helper 7.00 Electrician 12.00 Flagger 6.00 Form Setter 7.00 Form Setter -Helper 6.25 Laborer -General 6.00 Laborer -Utility 6.75 Mechanic 8.00 Mechanic -Helper 7.00 Power Equipment Operators Asphalt Paving Machine 7.75 Bulldozer 8.00 Concrete Paving Machine 7.75 Front End Loader 7.25 Heavy Equipment Operator 8.00 Light Equipment Operator 7.25 Motor Grader Operator 9.50 Roller 6.75 Scraper 7.25 Tractor 7.25 Truck Driver -Light 6.50 Truck Driver -Heavy 7.00 r� EXHIBIT C Prevailing Wage Rates Overtime Rate The rate for overtime (in excess of forty hours per week) shall be as required by the Fair Labor Standards Act. EXHIBIT D Prevailing Wage Rates Legal Holiday Rate The rate for legal holidays shall be as required by the fair Labor Standards Act. r- ^' 3 o�* SPECIFICATIONS n CITY OF LUBBOCK STREET/DRAINAGE ENGINEERING DEPARTMENT QUAKER AVENUE STRIP PAVING FROM 98TH STREET SOUTH TO CITY LIMITS PROJECT NO. 90024 o� RGBEPT A. JET rr--4 s&,T 4 F77806 RsT�R',�' r TECHNICAL SPECIFICATIONS QUAKER AVENUE STRIP PAVING FROM 98TH STREET SOUTH TO CITY LIMITS STANDARD SPECIFICATIONS CITY OF LUBBOCK STREET/DRAINAGE ENGINEERING STANDARD PAVING SPECIFICATIONS TABLE OF CONTENTS SECTION PAGE NUMBER 1.1 GENERAL 1.2 Specifications 1.3 Warranty and Acceptance 1.4 Testing and Inspection 1.5 Cleanup and Site Restoration 2.1 CONCRETE 2.2 Classification 2.3 Mix Design 2.4 Strength Requirements 2.5 Cement 2.6 Aggregate 2.7 Water 2.8 Admixtures 2.9 Reinforcing Materials 2.10 Joints 2.11 Joint Sealing Materials 2.12 Curing Compounds 2.13 Forms for Concrete 2.14 Placing and Finishing Concrete 3.1 SUBGRADE 4.1 FLEXIBLE BASE (CALICHE) 4.2 Materials Tests 4.3 Flexible Base Construction 1 1 1 2 2 2 3 3 4 4 5 5 6 7 7 8 8 8 9 10 10 11 E-- 5.1 ASPHALT STABLIZED BASE (ASB) 12 5.2 ASB Mix design 12 5.3 Placing ASB 13 5.4 ASB Compaction 13 6.1 HOT MIX ASPHALT CONCRETE SURFACE (HMAC) 13 6.2 Mix Design 14 6.3 Coarse Aggregate 15 6.4 Fine Aggregate 16 6.5 Asphalt 16 6.6 Placing HMAC 17 6.7 Compaction 18 6.8 Prime and Tack Coats 19 6.9 Emulsified Asphalt Seal Coat 19 7.1 STORM SEWER 20 7.2 Reinforced Concrete Pipe 20 7.3 Mortar 20 7.4 Preformed Bituminous Gasket Joints 20 7.5 Manholes 20 7.6 Manhole Frames and Covers 22 7.7 Construction Methods 22 7.8 Excavation 22 7.9 Pipe Installation 24 7.10 Backfilling 25 7.11 Trench Protection 26 8.1 BARRICADES 26 9.1 WORKING DAYS 26 9.2 Definition of Working Days 27 10.1 MEASUREMENT AND PAYMENT 27 10.2 Curb and Gutter 28 10.3 Concrete Flat Slabs 28 10.4 Curb Ramps 28 10.5 Concrete Drainage Channel 28 10.6 Retaining Wall or Curb on Drain Channel or Curb Ramp 28 10.7 Concrete Median 29 10.8 Concrete Street Paving 29 10.9 Sawing and Sealing Joints 29 10.10 Storm Sewer Inlet Boxes and Manholes 29 10.11 Headwalls 29 10.12 Storm Sewer Pipe 30 10.13 Extra Vertical Feet of Manhole 30 10.14 Curb and Gutter Removal 30 10.15 Concrete Slab Removal 30 10.16 2 Sack Flowable Fill 31 10.17 Asphalt Paving 31 10.18 Asphalt Paving Repair 31 10.19 Excavation and Grading 31 11.1 STANDARD DETAILS 31 Street Crown Elevations Typical Asphalt Street Cross-sections Typical 24 inch Curb and Gutter Typical 30 inch Curb and Gutter Concrete Valley Gutter Alley Return and Paving Tee Alley Typical Handicap Ramp r" 1-12-00 CITY OF LUBBOCK STREET / DRAINAGE ENGINEERING STANDARD PAVING SPECIFICATIONS 1.1 GENERAL The construction and materials for any City of Lubbock Street/Drainage Engineering project shall conform to the following specifications and associated plan sheets. Any construction or materials failing to meet the requirements of these specifications or the plan sheets shall be removed and replaced at the Contractor's expense. No consideration will be given to requests for reduced payments, except as specified, or extended warranties for construction or materials not in conformance with these specifications or the plan sheets. The Engineer may require certificates from manufacturers certifying that materials or equipment to be incorporated into the work meet these specifications. Material Safety Data Sheets (MSDS) shall be required on all materials. All materials or equipment shall be subject to approval by the Engineer before being incorporated into any project. After approval, the source and/or character of materials shall not be changed without written authorization by the Engineer The term Engineer used in these specifications may refer to the City of Lubbock City Engineer or an individual designated by the City Engineer to administer these specifications and associated plans. 1.2 SPECIFICATIONS Any references to these specifications, ASTM, AASHTO, TxDOT, or other designated tests, procedures, quality standards, or requirements which are included in these specifications or any associated plans shall be the latest edition and revision thereof. 1.3 WARRANTY AND ACCEPTANCE All equipment, materials, and construction incorporated into any project covered by these specifications shall be guaranteed against defective material and workmanship. Prior to 1 final acceptance, the contractor shall furnish to the Engineer, a written guarantee which shall provide that the contractor shall remedy any defects in the work, and pay for any and all damages of any nature whatsoever resulting in or from such defects when such defects appear within one year from the date of acceptance of the work. The determination of the necessity during the warranty period for the contractor to repair or replace the work in whole or in part shall rest with the Engineer. 1.4 TESTING AND INSPECTION All work shall be inspected and/or tested by a representative designated by the Engineer, who shall have the authority to halt construction when, in his opinion, construction is being performed contrary to these specifications or associated plans. Whenever any portion of these specifications or associated plans is violated, the Engineer may order that portion of construction which is in violation to cease until such violation is corrected. Contractor shall cooperate with the Engineer in providing for sampling and testing procedures. 1.5 CLEANUP AND., SITE RESTORATION After any construction covered by these specifications is completed, the Contractor shall remove all equipment, surplus materials, and rubbish from the site. The contractor shall restore all disturbed areas to their original condition satisfactory to the Engineer. 2.1 CONCRETE These specifications shall govern Portland cement concrete used for curb and gutter, valley gutters, alley paving, sidewalks, street paving, drainage channels. The concrete shall be produced at a Ready -Mix Concrete Batch Plant conforming to ASTM C 94. The concrete shall be transported to the project location in approved Revolving Drum Agitator Trucks, and shall be placed within one hour of mixing time. The concrete shall be --. continuously mixed during transit. No patching of any nature shall be allowed in repairing any damage to concrete improvements. Where damage occurs, the section shall be removed to the nearest joints and shall be replaced with new construction. All concrete shall have 5%, plus or minus 1-1/2%, air entrainment in conformance with ASTM C 260. 2 2.2 CLASSIFICATION -- The following City of Lubbock classes of concrete shall be used: Class A Curb and gutter, sidewalks, curb ramps, drainage channels, medians, inlet boxes, headwalls, junction boxes, driveways, and retaining walls. Class B Alley returns and alley paving. Class C Valley gutters, fillets, and concrete street pavement. Class D LPL encasements Class E Fast setting concrete pavement such as "Fast Track" Concrete Pavement or, other special design. 2.3 MIX DESIGN Twenty to thirty days prior to beginning any concrete construction the contractor shall submit the following to the Engineer for approval: 1. Test certificates from an approved commercial testing laboratory on all proposed aggregate. Certificates shall indicate material source, gradation, and loss from 5 cycle Magnesium Sulfate or Sodium Sulfate test (not to exceed 18%) 2. A mix design based on water -cement ratio. 3. Results of compression tests in conformance with ASTM C 39 and/or flexural tests in conformance with ASTM C 78, made by an approved commercial testing laboratory. Tests shall be made on 6 cylinders and/or 6 beams at curing times appropriate to the class of concrete. The City Engineer will approve or reject the mix design and materials based on these submittals. This approval shall be subject to additional testing during construction. 3 �„ Mix designs for various classes of concrete shall conform to the following: Minimum Sacks Maximum Gal Maximum Slump Class Cement per CY Water per Sack Inches A 5.0 6.5 4 B 5.5 5.5 3 C 6.0 6.0 3 D 4.5 6.5 4 E 7.0 5.0 As specified by concrete batch plant 2.4 STRENGTH REQUIREMENTS The various classes of concrete shall conform to the following strengths in psi as determined by the average of two test cylinders or beams. COMPRESSIVE FLEXURAL Class 3 Day 7 Day 28 Day A - 2100 3000 - B 2500 3000 - - C - 2500 3600 600 (28 day) D - - 2500 - E Unless otherwise specified 500 (16 hr) 2.5 CEMENT Cement shall be Type I, Type II, or Type III cements conforming to ASTM C 150 "Standard Specification for Portland Cement". Air entrained cement shall be Type IA, Type IIA, or Type IIIA conforming to ASTM C 175 "Specification for Adding Air Entraining to Portland Cement and ASTM C 226 "Standard Specification for Air - Entraining Portland Cement. 2.6 AGGREGATE Concrete aggregate shall consist of natural, washed and screened sand, and washed and screened gravel or clean crushed stone conforming to ASTM C 33. The aggregates shall be well graded from coarse to fine with a maximum size of 1-1/2 inches, and shall conform to ASTM C 136. All aggregate shall be free of injurious amounts of clay, soft or flaky materials, loam, or organic impurities. 9 0 Coarse aggregate for Class C or D concrete shall be crushed limestone ( Brownwood type or equivalent). Fine aggregate shall be graded from fine to coarse and shall conform to ASTM C 136. The gradation for aggregate shall meet the following requirements by weight: FINE AGGREGATE COARSE AGGREGATE Sieve Percent Retained Sieve Percent Retained 3/8 inch 0 1-3/4 inch 0 No. 4 0-5 1-1 /2 inch 0-5 No.16 20-55 3/4inch 30-65 No. 30 45-75 3/8 inch 70-90 No. 50 70-90 No. 4 95-100 No. 100 98-100 Maximum amounts of organic impurities shall conform to ASTM C_40 and ASTM C 87. Maximum amounts of impurities finer than the #200 sieve shall conform to ASTM C 117. Maximum amounts of soft particles shall conform to ASTM C 123. Maximum amounts of friable particles shall conform to ASTM C 142. Stockpiles shall be protected from dusty conditions by drift fences or other methods approved by the Engineer. Stockpiling methods used shall not allow aggregate to roll down the slope as it is added to existing stockpiles. Stockpiles shall be built in layers of uniform thickness. Equipment shall not be permitted to operate over the same lift repeatedly. 2.7 WATER Water shall be clean, clear, free from oil, acid or organic matter and free from injurious amounts of alkali, salts, or other chemicals and shall conform to AASHTO T26.__ 2.8 ADMIXTURES Admixtures may be applied to the concrete mix design when approved by the Engineer to achieve any desired special properties. Chemical admixtures shall conform to ASTM C 494. Chemical admixtures shall not be used as a substitute for Cement. Mineral admixtures such as Fly Ash and Natural Pozzolans in conformance with ASTM C 618 may be used with Types I, II, and III Portland Cement when approved by the Engineer. Only Class C or Class F fly ash may be used. 5 When fly ash is used, "cement" in relation to mix design shall be defined as "cement plus fly ash". Fly ash may constitute 20% to 30% by absolute volume of the cement as approved by the Engineer. 2.9 REINFORCING MATERIALS GENERAL - All concrete, except for curb and gutter, shall incorporate wire mesh or fiber reinforcement, and/or other reinforcement as indicated on plan sheets. Metal reinforcement shall be grade 40 (40KSI) unless indicated otherwise on plan sheets. All steel reinforcing materials shall be securely held in proper position with devices appropriate to the type of reinforcement used, subject to approval by the Engineer. STEEL - Wire mesh shall conform to ASTM A 185, and shall be 6"x 6"-10 gauge welded wire fabric, or size as indicated on plan sheets. Reinforcing bars shall be open-hearth basic oxygen or electric furnace new billet steel manufactured in accordance with ASTM A 615 and ASTM A 305. Steel reinforcing materials stored at any location shall be protected from accumulations of grease, mud or other foreign matter, and rust producing materials. When incorporated into construction, steel reinforcement shall be free from rust, scale, oil, mud, and structural defects. Dowels shall be smooth plain round bars free from burrs, rough surfaces, and deformations. Sleeves or wrapping shall be as indicated on plan sheets. Chairs shall be used to support the reinforcing steel in the correct position while concrete is being placed. Chairs shall be made of steel, and shall be of adequate size to positively hold the reinforcing in position. FIBER - Fiber reinforcement may be used in place of wire mesh only if approved by the City Engineer. Fiber reinforcement shall be 100% virgin polypropylene, collated, fibrillated fibers specifically manufactured for use as concrete reinforcement, containing no reprocessed olefin materials. The quantity of fiber reinforcement used shall be in conformance with the manufacturer's recommendation or as directed by the Engineer. The minimum physical characteristics on the fiber shall be as follows: Specific Gravity Tensile Strength Length 0.91 70,000 psi to 110,000 psi 3/4" t*+ 2.10 JOINTS Curb and gutter (Class A concrete)shall be constructed with an expansion joint at the tangent point of each return at intersections and at intervals not more than 40 feet between the intersections. The 40 foot intervals may be omitted for machine placed curb and gutter. Construction joints formed by removable metal templates accurately shaped to the cross-section of the curb and gutter shall be located at the midpoint of each section ,., between expansion joints, or as directed by the Engineer. Tooled contraction joints, cut at least one quarter the concrete depth, shall be placed at 10 foot intervals. •, Alley paving (Class B concrete) shall be constructed with an expansion joint at each cold joint and at intervals of 39 feet. Tooled contraction joints, cut 1/2 inch wide 2 inches deep, shall be placed at 13 foot intervals. Alley paving contraction joints shall be sealed with an asphaltic sealer. Street Paving (Class C or D concrete) shall be constructed with contraction and expansion joints as indicated on plan and detail sheets. Unless otherwise specified, the joints shall be sawed 1/2 inch wide and to depth equal to 1/4 of the pavement thickness plus one half inch. Joints shall be saw cut within 12 hours of placement of the concrete paving. The joints shall be sealed with the specified elastomeric system. 2.11 JOINT SEALING MATERIALS Bituminous premolded expansion joint material shall conform to ASTM D 1751, and shall be placed as indicated on plan sheets or elsewhere in these specifications. Elastomeric sealant for contraction joints shall be, or shall be equivalent to, W.R. • Meadows "SOF-SEAL" or "GARDOX" as required by plan sheets. Hot poured sealant for joints between Portland cement concrete and Bituminous concrete shall conform to ASTM D 3405. Hot poured joint sealant for all other joints in Portland cement concrete pavement, shall conform to ASTM D 3406. Cold poured joint sealant shall conform to ASTM C 920. a Elastomeric joint sealant shall be mixed and applied in accordance with the manufacturer's recommendations. Prior to application, joints shall be cleaned by sandblasting and otherwise prepared so that the sealant adheres to the surfaces to form an effective seal against moisture and solid particles. The sealant shall be a soft, highly flexible, rubber like material after curing which shall not track, flow, crack, or break when exposed to hot and cold temperature extremes typical of local conditions. 7 Backer rod used with elastomeric sealant shall be 25% greater in diameter than the joint width. It shall be made of polyethylene foam or other material as recommended by the sealant manufacturer. Compression of the backer rod material shall be approximately 25% shrinkage at 8 psi applied stress. The material shall not melt, shrink, evaporate, or absorb water, and shall be compatible with the application of the sealant to be used. 2.12 CURING COMPOUNDS All fresh concrete surfaces shall be completely covered with a liquid membrane forming curing compound and the application shall conform to ASTM C 309 and TxDOT Item "Membrane Curing". No other methods of moisture retention on fresh concrete shall be used unless specifically approved by the Engineer. 2.13 FORMS FOR CONCRETE Forms for concrete construction shall be set to the lines and grades established by the Engineer after subgrade has been prepared. The forms shall be held together and in place in such a manner that they will not move during the placing and working of the concrete. The forms shall be cleaned and oiled prior to placing concrete. Face forms and construction joints (removable metal plates) shall be set to hold the concrete in place until it is to be finished. Forms that are warped or damaged in any manner so as to make them unacceptable to the Engineer shall not be used. Forms for radii shall be set in the same manner as straight forms, and shall be set to produce curves true to the plans. Face forms will not be required for curb and gutter on radii if a true section can be obtained by other methods acceptable to the Engineer. 2.14 PLACING AND FINISHING CONCRETE Concrete shall be placed as close to its proper location as practical. Sufficient concrete shall be placed to allow for shrinkage and extra material for finishing. The concrete shall be floated and troweled to the approximate section. No water shall be added during placement or finishing of any concrete, unless specifically authorized by the Engineer. For curb and gutter removal of face forms and finishing shall be started after a partial set occurs. For all concrete construction approved forms, templates, and tools shall be used to form the cross-sections indicated on plan or detail sheets. Concrete shall not be placed when the ambient temperature is below 40 degrees F as determined by the National Weather Service continuous broadcast. Concrete shall not be placed on frozen subgrade. The contractor shall have available sufficient covering material, approved by the Engineer, to immediately protect concrete placed less than 6 "°"" hours should the air temperature fall below 33 degrees F. This protection shall remain in place as long as the temperature continues below 32 degrees, to a maximum of 5 days. No salt or other chemical admixtures shall be added to the concrete to prevent freezing. All concrete placed for pavement shall be consolidated by use of mechanical vibrators approved by the Engineer and designed to vibrate the concrete internally. Vibrators shall be operated in a manner not to interfere with joints, and shall not come in contact with forms. The surface of concrete street paving shall incorporate a heavy broom finish, or tined finish if indicated on plans. All other concrete surfaces shall be completed with a light broom finish. Finished concrete surfaces shall not have irregularities in excess of 1/8 inch when tested with a 10 foot straightedge. Prior to acceptance, the contractor shall apply sufficient water to all concrete and paving to determine locations of ponding. Ponded areas shall be removed and replaced. Any concrete construction damaged by equipment, tools, vandals, or other influences shall be replaced at the contractor's expense. 3.1 SUBGRADE -» Subgrade material for concrete or asphalt construction shall consist of suitable native soil or off site soil, free from vegetation or other objectionable matter. All unstable or objectionable material shall be removed from the subgrade and replaced with approved material. The material shall be suitable for forming a stable embankment and shall meet the following requirements: Liquid Limit 45 maximum Plasticity Index 15 maximum Linear Shrinkage 2 min - 10 max Subgrade material which does not meet the above requirements may be conditioned with !" lime or caliche screenings. The conditioning shall produce a uniform subgrade material which meets all of these specified subgrade requirements Subgrade shall be prepared in conformance with the lines and grades shown on the plans, or as directed by the Engineer, by scarifying and compacting to a minimum of 95% of %J FW Standard Proctor Density at a moisture content I% to 2% below optimum. Subgrade shall be constructed in maximum of 6 inch lifts. The total thickness of the subgrade shall be 6 inches minimum for streets 36 foot wide or less, 12 inches minimum for streets greater than 36 foot, or as indicated on plan sheets. The compaction method for subgrade shall provide for each lift to be compacted to the specified density using appropriate equipment. After each section of subgrade is complete, tests as determined necessary by the City Engineer will be made by the City of Lubbock Testing Lab with respect to moisture and density using nuclear testing equipment. At any time the City Engineer may require may order proof rolling to test the uniformity of compaction. Any fill placed within existing or proposed street right of way in execution of an approved cut and fill plan shall meet these requirements for materials and construction. Subgrade not covered with base material within 7 days of completion may be subject to retesting and reprocessing as determined by the Engineer. 4.1 FLEXIBLE BASE (CALICHE) The material for flexible base shall consist of crushed caliche (limestone, calcareous clay particles, conglomerate, gravel, sand, or other approved granular materials) produced from oversize quarried aggregate, sized by crushing and produced from a naturally occurring single source. No blending of sources and/or additive materials will be allowed. The material source shall be subject to approval by the Engineer. If material characteristics within the approved source change, the material shall be subject to retesting and re -approval prior to continued use. The Contractor shall not change material sources without approval by the Engineer. All base material sources are subject to approval by the Engineer. Approved sources that do not test consistently within the limits of these specifications during construction may be rejected by the Engineer. 4.2 MATERIAL TESTS Flexible base material shall conform to the following test requirements: Sieve Analysis Sieve Size 2-1/2" 1-3/4" %Retained 0 0-10 7/8" 1/2" #4 #40 10-35 30-50 45-65 70-85 10 Atterberg Limits Material passing the No. 40 Sieve shall be known as "Soil Binder" and shall meet the following requirements: Liquid Limit 45 maximum Plasticity Index 15 maximum and 3 minimum Linear Shrinkage 10 maximum Wet Ball Mill When tested in accordance with Tex -116-E (Wet Ball Mill) the material shall have a value not to exceed 55. 4.3 FLEXIBLE BASE CONSTRUCTION Areas behind curbs shall be backfilled and leveled with approved topsoil prior to placing base material. Approved flexible base material shall be hauled in vehicles of uniform capacity and dumped evenly along the project length for processing and compaction. Processing shall be accomplished in multiple lifts of 3 inches compacted thickness. Each course shall be wetted and rolled as required to produce a uniform compaction of 95% of Standard Proctor Density at a moisture content 1 % to 2% below optimum. Completed flexible base shall be cured for at least 7 days before finishing. During the curing period the street may be opened to traffic. The base shall be maintained by blading, watering, or other methods until the wearing surface is placed. The compacted flexible base shall be finished and shaped immediately proceeding the application of the surface treatment. All loose or unconsolidated material shall be . removed and the surface moistened and rolled with a steel wheel roller. All irregularities, depressions, or weak spots which develop shall be corrected by scarifying, adding or removing material as required, reshaping, and recompacting, or other methods approved by the Engineer. Any deviation in the surface of the finished base in excess of 3/8 inch from the, established grade or true cross-section, using a 10 foot long straightedge, shall be corrected as provided above. 11 5.1 ASPHALT STABILIZED BASE (ASB) Asphalt stabilized base shall consist of a compacted mixture of graded gravel aggregate and asphalt cement mixed hot in a mixing plant in accordance with these specifications. Unless otherwise specified, the materials and construction shall conform to TxDOT Item "Asphalt Stabilized Base" (Plant Mix). The contractor's plant and equipment are subject to approval by the Engineer, and shall be appropriate and in suitable condition to produce the base material consistently in compliance with these specifications. Samples of the compacted ASB will be removed by City personnel from locations designated by the Engineer to determine composition, compaction, thickness, and density. The contractor shall replace the pavement removed from core holes at not cost to the City. ASB found to be deficient in composition, compaction, thickness, or density shall be corrected at the contractor's expense as directed by the Engineer. 5.2 ASB MIX DESIGN The contractor shall provide a current mix design using the approved materials indicating gradation and optimum asphalt content. The aggregate mixture shall conform to the following master gradation: Sieve Size 1-1/2" 3/4" 1/2" #4 #40 Percent Retained by Weight 0 8-30 30-55 50-70 70-90 Material passing the #40 sieve shall be known as soil binder and shall meet the following requirements: Liquid Limit shall not exceed 45 Plasticity Index shall not exceed 15 Linear Shrinkage shall not exceed 5 The mineral aggregate shall not contain more than 0.5% moisture prior to entering the pugmill for mixing with asphalt. The ASB mixture shall consist of a uniform mixture of mineral aggregate and asphaltic material. The mineral aggregate shall conform to the gradation requirements specified. The percent asphaltic material shall be determined in accordance with Test Method Tex.- 126-E or Test Method Tex. -204-F and procedures outlined in TxDOT Bulletin C-14. In no case shall the asphalt content be less than 4% or more than 9% by weight. Asphalt for the mixture shall meet the requirments of TxDOT Item "Asphalt, Oils, and Emulsions". The grade of asphalt and source must be approved by the Engineer prior to use. 12 r The contractor shall submit the mix design prepared by a qualified lab for approval by the Engineer. The Engineer will approve the asphalt content to be used in the mixture after design tests have been made with the aggregate to be used. The asphalt content of the ., production mixture shall not vary from the design more than 0.2% dry weight based on, total mixture. 5.3 PLACING ASB ASB shall be placed and compacted in 3 inch lifts, unless otherwise directed by the Engineer. Prior to placing ASB, the subgrade shall be prepared as previously specified The cross-section shall be constructed to form the specified crown on the HMAC surface at the centerline of the street, or as indicated on the plans. ASB shall not be placed when the air temperature as reported by the National Weather, Service is below 45 degrees F and falling. Any ASB material that is 25 degrees F or more below the temperature approved by the Engineer shall be rejected. No payment will be made for any rejected material. The ASB material shall be dumped and spread on the approved prepared surface using an approved spreading machine. The material shall be placed in such a manner that when properly compacted the finished course is smooth, of uniform density, and in conformance with the cross-sections and grades shown on the associated plans. 5.4 ASB COMPACTION ., The ASB shall be compacted thoroughly and uniformly with approved rollers. Rolling . shall be continued until no further increase in density can be obtained and all roller marks are eliminated. Compaction shall be completed before the ASB mixture cools below 185 degrees F. The compacted ASB shall conform the cross-sections, lines, and grades shown on the plans or as directed by the Engineer. The surface shall be smooth and have a uniform texture acceptable to the Engineer. 6.1 HOT MIX ASPHALT CONCRETE SURFACE (HMAC) Hot mix asphalt concrete surface shall consist of a compacted mixture of coarse aggregate, fine aggregate, mineral filler (if required), and asphalt cement mixed hot in a a� mixing plant in accordance with these specifications. Unless otherwise specified, the materials and construction shall conform to TxDOT Item "Hot Mix Asphalt Pavement". 13 0 The contractor's plant and equipment are subject to approval by the Engineer, and shall be appropriate and in suitable condition to produce the HMAC surface consistently in compliance with these specifications. Approval of the source and character of the materials shall be obtained from the Engineer prior to use. The combined mineral aggregate , after final processing by the mixing plant and prior to addition of asphalt and mineral filler, shall have a sand equivalent value of not less than 45 when tested in accordance with Test Method Tex 203-F. The percent of flat of elongated slivers of stone for any aggregate shall not exceed 25% when tested in accordance with Test Method Tex 224-F. Asphaltic mixtures shall be conditioned with either lime or liquid anti -stripping agent approved by the Engineer. Anti -stripping agents shall meet requirements of TxDOT Item "Asphalt Anti -stripping Agents". Samples of the HMAC surface will be removed by City personnel from locations designated by the Engineer to determine composition, compaction, thickness, and density. The contractor shall replace the pavement removed from core holes at not cost to the City. HMAC surface found to be deficient in composition, compaction, thickness, or density shall be corrected at the contractor's expense as directed by the Engineer. 6.2 MIX DESIGN Type "D" HMAC shall be used on streets 36 feet or less in width. Type "C" HMAC shall be used on streets greater than 36 feet in width. The contractor shall provide a current HMAC mix design using the approved materials indicating gradation and optimum asphalt content. The aggregate mixture shall conform to the following master gradation: Tvne "C" (Coarse Graded Surface Course - Streets greater than 36 feet wide Percent passing 7/8" 100 Percent passing 5/8" 98-100 Percent retained on 3/8" 12-25 Percent retained on No. 4 15-30 Percent retained on No. 10 12-30 Total percent retained on No. 10 53-65 Percent retained on No. 40 10-20 Percent retained on No. 80 5-15 Percent retained on No. 200 5-15 Percent passing No. 200 1-6 14 Percent retained on No.40 10-20 Percent retained on No. 80 5-15 Percent retained on No. 200 5-15 Percent passing No. 200 1-6 Material passing the No. 40 sieve shall be known as soil binder and shall meet the following requirements: Liquid Limit shall not exceed 45 Plasticity Index shall not exceed 15 Linear Shrinkage shall not exceed 5 The mineral aggregate shall not contain more than 0.5% moisture prior to entering the pugmill for mixing with asphalt. The HMAC mixture shall consist of a uniform mixture of mineral aggregate and asphalt material. The percent asphalt in the mixture shall be determined to meet the Marshall Stability criteria as follows: Marshall Criteria Type "C" Type "D" No. Blows (each end of specimen) 75 50 Stability (Lb.) 1500 1200 Flow (units of 0.01 inch) 8 min 16 max 8 min 18 max Percent Air Voids 2 min 5 max 3 min 6 max 6.3 COARSE AGGREGATE The coarse aggregate shall be the material retained on a No. 10 sieve, and shall consist of clean, tough, durable fragments of crushed stone of uniform quality. Mixing or combining of crushed gravel and crushed stone will not be permitted. Coarse aggregate shall be crushed to the extent that produces a minimum of 50% crushed faces for Type "D" HMAC, and 85% crushed faces for Type "C" HMAC, when tested in accordance with Test Method Tex 413-A. 15 Type "D" ( Fine Graded Surface Course - Streets 36 feet or less wide) Percent passing 5/8" 100 - Percent retained on 3/8" 0-15 Percent retained on No. 4 30-50 Percent retained on No. 10 12-30 Total Retained on No. 10 53-65 Percent retained on No.40 10-20 Percent retained on No. 80 5-15 Percent retained on No. 200 5-15 Percent passing No. 200 1-6 Material passing the No. 40 sieve shall be known as soil binder and shall meet the following requirements: Liquid Limit shall not exceed 45 Plasticity Index shall not exceed 15 Linear Shrinkage shall not exceed 5 The mineral aggregate shall not contain more than 0.5% moisture prior to entering the pugmill for mixing with asphalt. The HMAC mixture shall consist of a uniform mixture of mineral aggregate and asphalt material. The percent asphalt in the mixture shall be determined to meet the Marshall Stability criteria as follows: Marshall Criteria Type "C" Type "D" No. Blows (each end of specimen) 75 50 Stability (Lb.) 1500 1200 Flow (units of 0.01 inch) 8 min 16 max 8 min 18 max Percent Air Voids 2 min 5 max 3 min 6 max 6.3 COARSE AGGREGATE The coarse aggregate shall be the material retained on a No. 10 sieve, and shall consist of clean, tough, durable fragments of crushed stone of uniform quality. Mixing or combining of crushed gravel and crushed stone will not be permitted. Coarse aggregate shall be crushed to the extent that produces a minimum of 50% crushed faces for Type "D" HMAC, and 85% crushed faces for Type "C" HMAC, when tested in accordance with Test Method Tex 413-A. 15 Coarse aggregate shall have a maximum loss of 25% when subjected to 5 cycles of the Magnesium Sulfate Soundness Test ASTM C-88. The amount of organic matter, clays, loams, or particles coated therewith, or other undesirable materials shall not exceed 2 percent. When subjected to the Los Angeles Abrasion Test, the coarse aggregate shall not have a loss greater than 40 percent by weight. 6.4 FINE AGGREGATE The fine aggregate shall be that part of the material passing the No. 10 sieve and shall consist of sand and/or screenings. The plasticity index of that part of the sand passing the 40 sieve shall not exceed 6. The plasticity index of the screenings shall not exceed 9. Sand shall be composed of durable stone particles free from injurious foreign matter. Screenings shall be of the same or similar material as specified for coarse aggregate. Mineral filler shall consist of thoroughly dry stone dust, slate dust, Portland cement or other material dust approved by the Engineer. The mineral filler shall be free of foreign and other injurious matter and shall meet the following gradation: Percent by Weight Retained on No. 30 Sieve 0 Percent by Weight Retained on No. 80 Sieve 10 maximum Percent by Weight Retained on No. 200 Sieve 35 maximum 6.5 ASPHALT Asphalt shall be performance grade 64-28 S or L. The contractor shall notify the Engineer of the source of asphaltic material for approval prior to production of the asphaltic mixture. The optimum asphalt content shall be determined by the Marshall Stability method. The percent asphalt content in HMAC surface shall be optimum as indicated by Marshall Stability for streets for Type "C" HMAC, and optimum plus 0.5 percentage point for Type "D" HMAC. The asphalt content of the paving mixture shall not be below optimum, or vary from the specified design asphalt content by more than plus 0.3 percent dry weight, based on total mixture. 16 6.6 PLACING HMAC HMAC surface shall be placed and compacted to a density of 95 to 100 percent of that density developed in the laboratory test method of molding stability specimens, with a minimum compacted thickness of 1-1/2 inches. The pavement shall be constructed on the previously approved base. Air temperature requirements for placing HMAC shall be as follows: November 1 to April 1 �., HMAC shall not be placed when the air temperature is below 55 degrees F and falling. HMAC may be placed when the air temperature is above 50 degrees F and rising. April 1 to November 1 HMAC shall not be placed when the air temperature is below 50 degrees F and falling. HMAC may be placed when the air temperature is above 45 degrees and rising. Air temperature shall be determined by the National Weather Service hourly report. If the temperature of any HMAC, measured while passing through the lay down machine, is 25 degrees F less than the mixing temperature shall be rejected. No payment will be made for rejected material. The asphaltic mixture shall be dumped and spread on the approved prepared surface using an approved spreading and finishing machine. The material shall be placed in such a manner that when properly compacted the finished course is smooth, of uniform density, and in conformance with the cross-sections and grades shown on the associated plans. A level up course, 1/2 inch or more in thickness, shall require the use of ASB or a coarse grade of HMAC approved by the Engineer. ,. When the asphaltic mixture is placed in a small area where use of a finishing machine is not practical, the contractor may use other methods approved by the Engineer provided a satisfactory surface can be obtained. Adjacent to curbs gutters or other flush structures, the surface shall be finished uniformly high so that when compacted it will be 1/4 inch above the curb or flush structure. 17 6@ All joints shall present the same texture, density, and smoothness as other sections of the course. The joints between old and new pavements or between successive day's work shall be made to insure a continuous bond between the old and new sections of the course. The transverse edges of old pavement and, if required by the Engineer, the successive day's pavement shall be cut with an approved concrete saw to expose an even vertical surface for the full thickness of the course. All contact surfaces of previously constructed pavement shall be painted with a thin uniform coat of hot Bituminous material before the fresh mixture is placed. 6.7 COMPACTION The pavement shall be compacted thoroughly and uniformly to a density of 95 to 100 percent of that density developed in the laboratory Marshall test method of molding stability specimens using appropriate rollers approved by the Engineer. At a minimum one tandem roller weighing not less than 8 tons, two pneumatic rollers with a weight _ capable of being uniformly varied from 275 to 550 psi per inch width of tire tread, and one three wheel roller weighing not less than 10 tons shall be provided for each job. Additional rollers shall be provided by the contractor if needed. Rolling with three wheel and tandem rollers shall start longitudinally at the sides and. proceed toward the center of the pavement, overlapping on successive trips by at least half the width of the rear wheels. Alternate trips of the roller shall be slightly different in length. On super -elevated curves rolling shall begin at the low side and progress toward the high side. Rolling with pneumatic rollers shall be done as directed by the Engineer and shall be continued until required compaction is obtained and all roller marks are eliminated,.. The motion of the rollers shall be slow enough to avoid displacement of the mixture. Rollers shall not be permitted to stand on pavement which has not been fully compacted. Any displacement of the mixture shall be corrected immediately by the use of rakes and fresh mixture where required. Gasoline, oil, grease, solvents, or other foreign matter shall not be permitted to fall on the pavement when rollers are in operation or standing. Places inaccessible to the rollers may be compacted using lightly oiled tamps. Trenches and other limited areas where required compaction cannot be obtained using a three wheel roller shall be compacted with a trench type roller. 18 The surface of the pavement after compaction shall be smooth and true to the established line, grade, and cross-section. When tested with a 10 foot straight edge placed parallel to the centerline of the roadway, or other means acceptable to the Engineer, the maximum deviation shall be not exceed 1/8 inch in 10 feet. An acceptable 10 foot straight edge shall be provided by the contractor. Any point in the surface not meeting this requirement shall be corrected as directed by the Engineer. When placed on existing surfaces, the 1/8 inch maximum deviation requirement may be waived by the Engineer. 6.8 PRIME AND TACK COATS Prior to placing HMAC on flexible base, the surface shall be primed using an application of 0.25 gallons per square yard of MC asphalt. Before any asphaltic mixture is laid, the surfaces against which the pavement are to be placed shall be cleaned to the satisfaction of the Engineer. The surfaces shall be given a uniform application of tack coat using asphaltic materials of this specification. The tack coat shall be applied as directed by the Engineer with an approved sprayer. Where the pavement mixture will adhere, as determined by the Engineer, to the surfaces on which it is to be placed without the use of a tack coat, the Engineer may waive the requirement for the tack coat. All contact surfaces of curbs, structures, and joints shall be painted with a thin uniform tack coat. The tack coat shall be rolled with a pneumatic tire roller as directed by the Engineer. The asphaltic material for tack coat shall meet the requirements for Cut -Back Asphalt RC -2, or shall be a Cut -Back Asphalt made by combining 50 to 70 percent by volume of the asphaltic material as specified for the paving mixture with 50 to 30 percent by volume of gasoline and/or kerosene. If RC -2 Cut -Back Asphalt is used, it may, upon direction from the Engineer, be diluted by addition of an approved grade of gasoline and/or kerosene, not to exceed 15 percent by volume. 6.9 EMULSIFIED ASPHALT SEAL COAT All HMAC surface courses shall be sprayed with an emulsified asphalt sealer consisting of a 15/85 mixture of an MS -2, or 20/80 SS -1, liquid anionic asphalt and distilled water. The emulsified asphalt sealer shall be applied after the HMAC surface has cooled to below 70 degrees F, and shall be applied at a rate of 0.10 to 0.12 gallons per square yard of surface. 19 7.1 STORM SEWER Storm sewer shall include installation of pipe, manholes, inlet structures and outlet structures. Contractor shall use only materials, tools, methods, and equipment considered standard by the pipeline construction industry, and approved by the Engineer. Grade and horizontal alignment shall be maintained using a laser or batter boards. 7.2 REINFORCED CONCRETE PIPE Storm sewer shall be constructed using reinforced concrete pipe, either precast or cast in place. The pipe shall conform to the requirements of AASHTO M-170 or ASTM C-76. Pipe shall be Class III unless otherwise noted on plan sheets. 7.3 MORTAR Mortar shall be used for caulking and filling between pipe and drainage structures. Mortar shall be composed of 1 part, by volume, of Portland cement and 2 parts of mortar sand. The Portland cement shall, conform to the requirements of ASTM C-150, Type I. The sand shall conform to the requirements of ASTM C-144. Hydrated lime may be added to the mixture of sand and cement in an amount equal to 15% of the weight of cement used. The hydrated lime shall meet the requirements of ASTM C-6. Mortar which has not been used after 45 minutes of having water added shall be discarded. Mortar may not be retempered by having water added. 7.4 PREFORMED BITUMINUS GASKET JOINTS Preformed bituminous gaskets for concrete non -pressure pipe shall conform to the requirements of Fed. Spec. SS -S-00210 (GSA -FSS), and shall be Ram-Nek or approved equal. Gaskets shall be installed in accordance with manufacturer's recommendations and shall form a water -tight joint. 7.5 MANHOLES Manhole barrel, cone and extension sections shall be constructed of precast concrete. A plant inspection may be required for production facility inspection and to review record- keeping for material certification. 20 The manufacturer must provide certification that all materials used for manufacturing ++ meet with the following ASTM Specifications. Aggregates ASTM C-33 Cement ASTM C-150 Sampling Specimens ASTM C-39 Reinforcing ASTM C-185 Sand and Mortar ASTM C-144 Precast concrete sections for manholes shall conform to ASTM C-478 specifications. Compressive strength test results must verify concrete strengths meet or exceed 4,000 psi. Aggregate shall be crushed limestone and shall conform to ASTM C-33 specifications. Joints, excepting grade rings, shall be tongue and groove or an equivalent male and female type joint as approved by the Engineer. All joints shall be effectively jointed to prevent leakage and infiltration. All connections between wall sections shall_be joined with Conseal Joint Sealant or approved equal to provide a watertight manhole. This sealant will be provided by supplier and will be considered an essential part of each shipment. All cones and adjusting rings shall maintain a clear 24" opening. Adjusting rings shall be reinforced with the same percentage of steel as risers and tops and will also meet ASTM C-478 specifications. Adjusting rings, as well as all precast concrete manhole products, .• shall be smooth, uniform in size and dimensions, consistent in components throughout and free of voids or honeycombs. All manholes shall be designed to withstand H-20 AASHTO loading. They shall also have lifting holes that do not protrude through manhole wall; one full inch of concrete thickness must remain between lift hole and outside wall of manhole. Manhole barrels shall be assembled of precast riser section. Riser sections and top cone sections shall be placed vertically with tongues and grooves properly keyed. Invert channels shall be smooth and semi -circular in shape conforming to the inside of the adjacent pipe section. Changes in direction of flow shall be made with a smooth curve of as large a radius as the size of the manhole with permit. Changes in size and grade of the channels shall be made gradually and evenly. The invert channels may be formed directly in the concrete of the manhole base or may be half -pipe laid in concrete. The floor of the manhole outside the channel shall be smooth and shall_ slope toward the channel not less than one inch per foot, nor more than two inches per foot. 21 All connections between the riser or base sections and the sewer pipe shall be joined in such a manner as to make the manholes watertight. Preformed rubber waterstop gaskets cast into the riser or base section are acceptable. Preformed flexible plastic sealing compounds equivalent to "Ram-nek" or "Kent Seal" may be used provided a watertight seal is achieved. Adjusting rings may be used for adjusting the top elevation, except that the total height of the adjusting rings shall not exceed 12 inches at any manhole. Concrete shall be placed around and under the rings to provide a seal and seat the ring at the proper elevation. Each manhole shall have a minimum of 6 inches of grade adjustment. 7.6 MANHOLE FRAMES AND COVERS Manhole frames and covers shall be of good quality gray iron casting and conform to ASTM A-48, having a clear opening of not less than 22 inches. The casting shall be designed with a full bearing ring so as to provide a continuous seat between frame. and cover. The cover shall be furnished with lifting ring cast into the cover in such manner as to prevent water leaking through. Frame and cover shall have a weight of not less than 275 pounds. The manhole ring and cover shall be Western Iron Works #40 or approved equal. 7.7 CONSTRUCTION METHODS All equipment necessary and required for the proper construction of storm sewers, manholes and culverts shall be on the project, in first-class working condition, and _ approved by the Engineer before construction is permitted to start. If precast concrete pipe or manhole sections are used, the Contractor shall provide appropriate hoisting _ equipment to handle the pipe or sections while unloading and placing it in its final position without damage to the pipe. The Contractor shall provide hand tampers and pneumatic tampers to obtain the required compaction of the pipe bed, the manhole bed and the backfill, as specified. 7.8 EXCAVATION The Contractor shall do all excavation to the depth shown on the plans. Where rock, or soil containing rocks or gravel, hard pan or other unyielding foundation material is encountered in trench excavation, the pipe shall be bedded in accordance with .the requirements of one of the classes of bedding but with the following additions: The hard _ unyielding material shall be excavated below the elevation of the bottom of the pipe or pipe bell to a depth of at least 8 inches or 1/2 inch for each foot of fill over the top of the pipe, whichever is greater, but not more than three-fourths the nominal diameter of the 22 The excavation for the manhole shall be essentially the same as that for the piping. The sides of the excavation shall be vertical unless otherwise approved by the Engineer. 23 N �^ pipe. The cushion shall consist ofa fine compressive material, such as silty clay or loam, lightly compacted, and shaped as required for the specified class of bedding. The cost of furnishing and placing the cushion material shall be included in the bid price per linear foot of pipe in place. The bottom of the trench shall be excavated to a horizontal section as far as practicable. Excavated material not required or acceptable for backfill shall be disposed of by the Contractor as directed by the Engineer. Excavation shall not be carried below the required depth; but when it is, the trench shall be backfilled at the Contractor's expense with material approved by the Engineer and compacted to the density of the surrounding earth material as determined by AASHTO T-180. When directed, unstable soil shall be removed for the full width of the trench and replaced with sand or with approved granular material. The Engineer shall determine the depth of removal of unstable soil and the amount of backfill necessary. The backfill shall be compacted and shaped to a firm but slightly yielding condition to form the bed for the pipe. Grades for pipe shall be as shown on the drawings. No changes in grade will be made unless so directed by the Engineer. The minimum width of the trench at the top of the pipe, when placed, shall be a width which will permit the proper construction of joints and compaction of backfill around the pipe. The sides of the trench shall be vertical, unless otherwise approved by the Engineer. The maximum allowable width of the trench shall not exceed the widths �• shown below unless otherwise approved by the Engineer. NOMINAL SIZE MINIMUM TRENCH WIDTH MAXIMUM TRENCH WIDTH OF PIPE AT PIPE SPRINGLINE AT TOP OF PIPE Less than 18" Pipe O.D. + 12" Pipe O.D. + 18" 18" thru 36" Pipe O.D. + 18" Pipe O.D. + 24" 37" thru 60" Pipe O.D. + 24" Pipe O.D. + 30" The width of the trench above the top of the pipe may be as wide as necessary for shoring, bracing or proper installation of the pipe. Excavation in paved areas shall be confined to a minimum practical width. The bed for pipe shall be so shaped that at least the lower quarter of the pipe circumference shall be in continuous contact with the bottom of the trench. The excavation for the manhole shall be essentially the same as that for the piping. The sides of the excavation shall be vertical unless otherwise approved by the Engineer. 23 N The Contractor shall do such trench bracing, sheathing or shoring necessary to perform _ and protect the excavation as required for safety and conformance to applicable laws and regulations. The bracing, sheathing, or shoring shall not be removed in one operation but shall be done in successive stages to prevent overloading of the pipe during backfilling operations. The cost of the bracing, sheathing, or shoring and the removal of same, shall be included in the unit price bid per foot for the pipe. 7.9 PIPE INSTALLATION The Contractor shall provide the appropriate tools and methods to insure installation of the pipe to line and grade, as shown on the drawings. The Contractor's facilities for lowering precast pipe into the trench shall be such that neither the pipe nor the trench will be damaged or disturbed. The Engineer shall inspect all precast pipe before it is placed. Any section that is damaged by handling or is defective to a degree which in the opinion of the Engineer will materially affect the function and service of the pipe shall be rejected and removed from. the job site. Installing the precast pipe in the finished trench shall be started at the lowest point and is laid upgrade. For tongue and groove precast pipe, the grooved end shall be laid upgrade. The pipe shall be firmly and accurately installed to line and grade so that the invert will be smooth and uniform. The pipe shall be protected from water during placing and until the concrete, in cast -in-place pipe, or the mortar, in the joints of precast or cast in place pipe, has thoroughly set. The contractor shall provide temporary diversions as necessary to prevent surface water flow into the excavation. Pipe shall not be laid or installed on frozen ground. Pipe which is not true in alignment, or which shows any change in grade after laying or installing, shall be taken up and re-laid or re -installed without„ extra, compensation. Mortar shall be used for caulking and filling between the pipe and the drainage structures. Mortar that is not used within 45 minutes after water has been added shall be discarded. Retempering of mortar shall not be permitted. Pipe joints for precast concrete pipe shall be of the tongue and groove type. The joints shall be of a watertight joint. Each joint shall be sealed with a preformed bituminous gasket as specified. The gasket shall be installed as recommended by the pipe manufacturer. 24 Field poured concrete bases shall be at least 12 inches thick and not less than 1 (one) foot g _ _ _ .,. r x Concrete shall be greater diameter than the outside. diameter the manhole riser section. Class A at a minimum 3000 psi 28 day compressive strength. Concrete placement shall conform to ACI and good construction practices. Concrete shall be consolidated and struck -off to a horizontal surface within the forms or pouring rings. Field poured concrete bases shall be reinforced as detailed on the Plans or as shown in the Standard Details. The manhole shall be constructed to ASTM C-891 standards. Precast reinforced concrete bases shall be of the size and shape detailed on the Plans or as shown in the Standard Details. 7.10 BACKFILLING All trenches and excavations shall be backfilled as the pipes and manholes are installed, unless other protection is directed. Outside of street right of way the backfill material shall be selected granular material from excavation or borrow; material which is placed at the sides of the pipe and manhole and 1 foot over the top shall be material which can be readily compacted. It shall not contain stones retained. on a 2 -inch sieve, frozen lumps, chunks of highly plastic clay, or any other material which is objectionable to the Engineer. The Material shall be moistened or dried, if necessary, to be compacted by the method in use. Backfill material shall be approved by the Engineer. The backfill shall be placed in loose layers not to exceed 6 inches in depth along each side of the pipe and manhole. Special care shall be taken to secure thorough compaction under the haunches and at the sides of the pipe and manhole. This backfill shall be brought up evenly on each side of the structure to an elevation of l foot over the top of the pipe, or such greater elevation as directed by the Engineer. Backfilling shall be done in a manner to avoid injurious top or side pressures on the pipe and manhole. Backfill shall be compacted to 95% (min.) Standard Proctor Density. Within street right of way flowable fill backfill material (2 -sacks of cement per cubic yard concrete mix) shall be used. During the pour the pipe shall not be disturbed or 07 moved in any way. Movement of construction machinery over a culvert, pipeline, or manhole shall be at the om Contractor's risk. Any damaged construction shall be removed and replaced at the expense of the Contractor. 004 25 M, 7.11 TRENCH PROTECTION Contractor shall provide trench protection where required by OSHA regulations and other applicable requirements. The Engineer shall not be responsible for applicability or effectiveness of trench protection plan or devices. No separate payment shall be made for trench protection. 8.1 BARRICADES Prior to starting work on any project covered by these specifications, the contractor shall submit a Traffic Control Plan for approval by the Engineer. The contractor shall have the sole responsibility for providing, installing, moving, replacing, maintaining, cleaning, and removing upon completion of work, all traffic control devices. The Traffic Control Plan and devices shall be in compliance with the Texas Manual of Uniform Traffic Control Devices (MUTCD) and the 1993 National Cooperative Highway Research Program Report 350 (NCHRP 350). The Traffic Control Plan approved by the Engineer shall be considered the minimum requirement for the project. The contractor shall provide additional devices as determined to be necessary during the project. If at any time during construction the approved plan does not accomplish the intended purpose, due to weather or other conditions affecting the safe handling of traffic, the contractor shall immediately make necessary changes to correct the unsatisfactory conditions. The contractor shall maintain ingress and egress to private property at all times. All signing and barricading shall be in place before construction operations are started and during all times construction is in progress. All hazards shall be clearly marked and adequately protected. If pedestrian walkways are blocked, pedestrian control shall conform to "Typical Sidewalk and Curb -Lane Closure for Pedestrian Control" as indicated in Texas MUTCD. No separate payment will be made for traffic control. The required plan and devices shall be considered to be subsidiary to pay items. 9.1 WORKING DAYS City contracted paving projects will be based on working days allowed. No requests for extensions of time will be considered. ii 9.2 DEFINITION OF WORKING DAYS A working day is defined as a calendar day, not including Saturdays, Sundays, or City of Lubbock designated holidays, in which weather or other conditions beyond control of the `M contractor will permit the performance of the principal unit of work for a continuous period of not less than 7 hours between 7:00 am and 6:00 pm. For each Saturday, Sunday, or City of Lubbock designated holiday on which the Contractor chooses to work and has authorization from the Engineer to work, 1 day will m, be charged against the contract working time when conditions will permit at least 7 hours of work as described above. Work on Sunday will not be authorized except in cases of extreme emergency, as determined by the Engineer. Working days will be considered to begin on the effective date stated in the Notice to Proceed, unless the contractor is unable to begin work on that date due to factors beyond his control as determined by the Engineer. In that event, time charged against the project will begin on the date the contractor could first work a minimum of 7 hours as described, above. The Engineer will furnish the contractor a monthly statement showing the number of working days used and the working days remaining. The contractor shall be allowed 10 calendar days in which to protest the correctness of each statement. The protest shall be in writing, addressed to the Engineer, and shall indicate basis of the protest. The Engineer shall respond to the protest within 10 calendar days of receiving the protest. Failure to file a protest within the allotted 10 days for any statement shall indicate the contractor's approval of the time charges as shown on that period's time statement, and future consideration of that time statement will not be permitted. 10.1 MEASUREMENT AND PAYMENT The unit price bid on each item as stated in the bid proposal shall include furnishing all labor, superintendence, machinery, equipment, and materials, except as otherwise specified, necessary or incidental to complete the various items of work in accordance with the plans and specifications. Cost of work or materials shown on the plans or called for in the specifications and on which no separate payment is made shall be included in the bid prices on the various pay items. Payment will not be made for any item that is not complete, including all associated incidental work. All of the items covered by these standard specifications may not be included in a particular project. Only those items indicated on bid documents and plan �. sheets shall be included for construction and payment. 27 10.2 CURB AND GUTTER Measurement will be made of the linear feet of curb and gutter actually constructed. Curb and gutter will be paid for at the unit price bid per linear foot. The unit price bid shall include furnishing and installing all materials, excavation, filling, backfilling, forming, finishing, and all incidentals necessary to complete the work. 10.3 CONCRETE FLAT SLABS - SIDEWALK, DRIVEWAY, ALLEY RETURN, ALLEY PAVING, AND VALLEY GUTTER Measurement will be made of the area, in square feet, of flat slab actually constructed. Flat slabs will be paid for at the unit price bid per square foot for each specific type of slab. Curb on alley returns shall be included in the area measured for the slab and will not be paid as a separate item. The unit price bid shall include furnishing and installing all materials, excavation, filling, backfilling, reinforcement, forming, finishing, joint cutting, joint sealing, and all incidentals necessary to complete the work. 10.4 CURB RAMPS (HANDICAP RAMPS) Measurement will be made of the area, in square feet, of curb ramp actually constructed, including top surface area of any retaining wall or curb. Curb ramps will be paid for at the unit price bid per square foot. The unit price bid shall include furnishing and installing all materials, excavation and filling within two feet of the ramp, back filling, reinforcement, forming, finishing, and all incidentals necessary to complete the work. 10.5 CONCRETE DRAINAGE CHANNEL Measurement will be made of the area, in square feet, of drainage channel actually constructed, including top surface area of any retaining wall or curb. Drainage channel will be paid for at the unit price bid per square foot. The unit price bid shall include furnishing and installing all materials, excavation and filling within two feet of the channel, backfilling, reinforcement, forming, finishing, and all incidentals necessary to complete the work. 10.6 RETAINING WALL OR CURB ON DRAINAGE CHANNELS AND CURB RAMPS Measurement will be made of the height and linear feet of wall or curb actually constructed. Retaining wall or curb will be paid for at the unit price bid per linear foot multiplied by the height of the wall or curb in inches above the top of the slab (per linear foot per inch height). 28 The unit price bid shall include furnishing and installing all materials, excavation, filling, backfilling, reinforcement, forming, finishing, and all incidentals necessary to complete the work. 10.7 CONCRETE MEDIAN Measurement will be made of the area, in square feet, of median actually constructed. Median will be paid for at the unit price bid per square foot. The unit price bid shall include furnishing and installing all materials, excavation, filling, reinforcement, forming, finishing, and all incidentals necessary to complete the work. 10.8 CONCRETE STREET PAVING Measurement will be made of the area, in square yards, of concrete street paving actually • constructed. Concrete street paving will be paid for at the unit price bid per square yard. The unit price bid shall include furnishing and installing all materials, excavation, filling, backfilling, reinforcement, forming, finishing, and all incidentals necessary to complete r^* the work. Sawing and sealing of joints shall not be included and will be paid for as a separate bid item. 10.9 SAWING AND SEALING OF JOINTS IN CONCRETE STREET PAVING Measurement will be made of the linear feet of sawed and sealed joints actually constructed. Sawing and sealing of joints will be paid for at the unit price bid per linear foot. The unit price bid shall include furnishing and installing all materials, equipment, sawing, cleaning, seal components, and all incidentals necessary to complete the work. 10.10 STORM SEWER INLET BOX AND MAHOLES .� Storm sewer inlet boxes and manholes will be paid for at the unit price bid per each. The unit price bid shall include furnishing and installing all materials, excavation, filling (except flowable fill), floor, connection to pipes, reinforcement, forming, finishing, °* manhole rings and covers, and all incidentals necessary to complete the work. 10.11 HEADWALLS Storm sewer headwalls will be paid for at the unit price bid per each. The unit price bid shall include furnishing and installing all materials, excavation, filling, reinforcement, forming, finishing, grates, and all incidentals necessary to complete the work. 29 0 10.12 STORM SEWER PIPE Measurement along the centerline of the pipe will be made of the actual length of pipe constructed, from face of structure to face of structure or to centerline of manhole, and will be paid for at the unit price bid for Storm Sewer. Depth of cut shall be considered to be from the top of the adjacent grade stake to the flowline of the pipe. The unit price bid shall include furnishing and installing all materials, pavement removal, excavation, filling, backfilling with compacted soil where applicable, and all incidentals necessary to complete the work. Flowable fill will be paid for as a separate pay item. 10.13 EXTRA VERTICAL FEET OF MANHOLE The actual constructed manhole will be measured from the top of the base to the top of the ring and cover. Any depth of manhole exceeding 6 feet in depth will be paid for at the unit price bid for extra vertical feet of manhole. The unit price bid shall include furnishing and installing all materials and all incidentals necessary to complete the work. 10.14 CURB AND GUTTER REMOVAL Measurement will be made of the linear feet of curb and gutter actually removed. Payment will be made at the unit price bid per linear foot of curb and gutter removed. The contractor shall ensure that the Engineer has the opportunity to measure the linear feet of curb and gutter prior to removal. If curb and gutter is removed without measurement by the Engineer, no payment will be made for that removal. The unit price bid shall include sawing, hauling, labor and equipment, and legal disposal for removal of the curb and gutter. 10.15 CONCRETE SLAB REMOVAL Measurement will be made of the area in square feet of concrete slab actually removed. Payment will be made at the unit price bid per square foot of concrete slab removed. The contractor shall ensure that the Engineer has the opportunity to measure the area, of concrete slab prior to removal. If concrete slab is removed without measurement by the Engineer, no payment will be made for that removal. The unit price bid shall include sawing, breaking, hauling, labor and equipment, and legal disposal for removal ,of the concrete slab. ill n 10. 16 2 SACK FLOWABLE FILL Quantities of 2 sack flowable fill will be determined from tickets provided by the drivers of the delivery trucks. Payment will be made at the unit price bid per cubic yard of in place 2 sack flowable fill. The unit price bid shall include furnishing and placing the material and all incidentals necessary to complete the work. 10.17 ASPHALT PAVING Measurement will be made of the area, in square yards, of asphalt paving actually constructed. Payment will be made at the unit price bid per cubic yard. The unit price bid shall include furnishing and installing all materials, subgrade preparation, own construction of caliche or asphalt stabilized base as specified, excavation, filling, tack and prime coats, HMAC surface, emulsion seal, and all incidentals necessary to complete the work. 10.18 ASPHALT PAVING REPAIR Measurement will be made of the area, in square yards, of in place asphalt paving repair. Payment will be made at the unit price bid per square yard of paving repair. The unit price bid shall include furnishing and placing all asphaltic materials, sawing of existing paving edges, smoothing and preparation of the existing base, flowable fill if required, tack and prime coats, compaction, and all incidentals necessary to complete the work. 10.19 EXCAVATION AND GRADING (OUTSIDE LIMITS OF CONSTRUCTION) Volume of excavation or fill, in cubic yards, will be determined by average end area method. City personnel will shoot elevations as necessary to facilitate volume calculations. Payment will be made at the unit price bid per cubic yard of completed excavation or fill. The unit price bid shall include all labor, equipment, and incidentals „. necessary to excavate or fill the site to the grades established by the Engineer. No separate payment will be made for disposing of excess material. 11.1 STANDARD DETAILS Construction shall be in accordance with the following standard details unless otherwise indicated on plans, or directed by the Engineer. The 24 inch curb and gutter details shall be considered to be standard. 30 inch curb and gutter details shall apply only if specifically indicated on plans or bid documents. 31 STREET CROWN ELEVATIONS PAVEMENT WIDTH CURB FACE TO CURB FACE FINISHED PAVING SURFACE ABOVE GUTTER 24 feet 0.35 feet 26 feet 0.37 feet 28 feet 0.40 feet 30 feet 0.42 feet 32 feet 0.45 feet 36 feet 0.50 feet 42 feet 0.57 feet 46 feet 0.62 feet 52 feet 0.69 feet 64 feet 0.85 feet 66 feet 0.86 feet 86 feet 1.14 feet 88 feet 1.15 feet All street paving shall incorporate a centerline crown at the listed elevation unless otherwise indicated on plans, or as directed by the Engineer.