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Resolution - 2012-R0380 - Contract - Advances Communications USA Inc.- Rehab Sewer Pipeline - 10_11_2012 (3)
Resolution No. 2012-RO380 October 11, 2012 Item No. 5.10 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for and on behalf of the City of Lubbock, Contract No. 10837 for rehabilitation of existing sanitary sewer pipeline, by and between the City of Lubbock and Advanced Communications USA, Inc., 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 CoLuicil on, October 11, 2012 GLENO:"ROB14ON, MAYOR ATTEST: Q-a�- RebA-sa Garza, City S ret APPROVED AS TO CONTENT: jj Jai- � J- Marsha Reed, P.E., Chief Operating Officer APPROVED AS TO FORM: Chad Weaver, Assistant City Attorney I vw:ccdocs/RES.Contract-Advanced Communications USA, Inc. September 17, 2012 BOND CHECK BEST RATING _ LICENSED IN TEXAS DATE BY: CONTRACT AWARD DATE: OCTOBER 11, 2012 CITY OF LUBBOCK SPECIFICATIONS FOR Rehabilitation of Existing Sanitary Sewer Pipeline ITB # 12-10837-CI CONTRACT # 10837 PROJECT NUMBER: 91038 Plans & Specifications may be obtained from THE REPRODUCTION COMPANY www.thereproductioncowatiy.com Phone: (806) 763-7770 ;�bI 2- (2D 3,80 Cl�Of lubbock Texas CONTRACT PREPARED BY: PURCHASING AND CONTRACT MANAGEMENT OFFICE - 1 PAGE INTENTIONALLY LEFT BLANK ADDENDUM(S) PAGE INTENTIONALLY LEFT BLANK city of bock TEXAS DATE ISSUED: ADDENDUM #1 Rehabilitation of Existing Sanitary Sewer Pipeline ITB 12-10837-CI September 6, 2012 CLOSE DATE & TIME: September 13, 2012 @ 3:00 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. Bidders are invited to review the following: 1. The Bid Form has been revised as follows. The revised Bid Form is attached to this addendum and must be submitted with the bid. Revised Item 4 to read: Surveying and As -built Record Drawings. Revised Item 5 to read: Install 8" PVC SDR-26 Pipe using Direct Bury Method (8' —10' Deep) i— Including materials, equipment and labor to perform excavations, L , shoring, removal of existing main, installation of new main, testing, backfill, flow -fill cap, and all other work considered incidental to this f item. 2. During the Pre -Bid, attendees asked the following questions. The City has attempted to capture the core questions and received the following answers provided by the Water Utilities [_ Engineering Department after the meeting. The questions identified below (shown in italic font) are a summary of the questions asked, followed by the response of the City. Q: Will a post -construction video be required on the new line? A: Post -construction closed-circuit video inspection of the new main will be performed by the City of Lubbock upon completion of installation. Deficiencies identified by this inspection shall be corrected by the Contractor. Q: If we (the contractor) run into rock during excavation, will there be additional compensation for this? A: No additional compensation will be considered if rock is encountered during excavation. Q: Will the sewer line be live during the rehab process? A: Yes, the main line will continue to receive flow from active service connections and upstream mains that are not plugged and handled through other means. The City of Lubbock 1...1 will provide Vac -Con services of the upstream mains, if required, for the duration period. The contractor shall coordinate with customers during any disruption of services. Q: Will any pressure testing be required on the new line? A: No, due to the main remaining active, pressure testing will not be required. Post -construction video inspection of the line will be performed by the City of Lubbock in place of pressure testing. Q: Will the Broadway crossing need to be phased? Would it be acceptable to detour trafc around the crossing? A: Yes, the crossing of Broadway Avenue will need to be phased in such a way as to maintain one direction of traffic (east or west) traveling on Broadway Avenue while the other is re- routed for construction. Q: Are pre -construction photos required for the site? A: Pre -construction photos are required prior to commencement of any construction activity. All requests for additional information or clarification must be submitted in writing and directed to: City of Lubbock Corey Isaacs Buyer P.O. Box 2000 Lubbock, Texas 79457 Questions may be faxed to (806)775-2164 or Emailed to cisaacs(a),mylubbock.us THANK YOU, &" 9"4" Buyer It is the intent and purpose of the City of Lubbock that this request permits competitive bids. It shall be the bidder's responsibility to advise the Citv of Lubbock Director of Purchasing & Contract Management if anv language. requirements, etc.. or anv combinations thereof. inadvertently restricts or limits the requirements stated in this ITB to a single source. Such notification must be submitted in writing and must be received by the Purchasing Manager no later than five (5) business days prior to the bid close date. A review of such notifications will be made. 0 [ j, Addendum No. 1 1TB 12-10837-Cl ********************REVISED******************** BID SUBMITTAL FORM UNIT PRICE BID CONTRACT DATE: ITB 12-10837-CI, Rehabilitation of Existing Sanitary Sewer Pipeline Bid of (hereinafter called Bidder) To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) Ladies and Gentlemen: The Bidder, in compliance with your Invitation to Bid for the construction of Rehabilitation of Existing Sanitary Sewer Pipeline, having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract documents and the site of the intended work, and being familiar with all of the conditions surrounding the construction of the intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time set forth therein and at the price stated below. The 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 below. ITEM DESCRIPTION ESTIMATED UNIT OF UNIT PRICE EXTENDED AMOUNT NO. QUANTITY MEASURE Mobilization — Including Contractor mobilization, $ I insurance, payment bond, performance bond, and 1 LS demobilization. SWPPP — Including preparation, NOI, 2 implementation, NOT and all other work considered 1 LS incidental to this item. Traffic Control — Including TCP, signage, cones, 3 barrels, temporary paving, detours, phasing and all 1 LS other work considered incidental to this item. 4 Surveying and As -built Record Drawings 1 LS Install 8" PVC SDR-26 Pipe using Direct Bury Method (8'— 10' Deep) — Including materials, 5 equipment and labor to perform excavations, shoring, 547 LF removal of existing main, installation of new main, testing, backfill, flow -fill cap, and all other work considered incidental to this item. Demolish and Remove Existing Sanitary Sewer Manhole — Including materials, equipment and labor 6 to perform excavation, shoring, demolition, disposal, 2 EA backfill and all other work considered incidental to this item. Provide New 48" Standard Concrete Manhole (10' Deep) — Including materials, equipment and labor to 7 perform excavation, shoring, installation, I EA connections, testing, bedding, embedment and backfill, and all other work considered incidental to this item. 8 EVF of48" Standard Concrete Manhole. 2 VLF Addendum No. 1 1TB 12-10837-CI ITEM DESCRIPTION ESTIMATED UNIT OF UNIT PRICE EXTENDED AMOUNT NO. QUANTITY MEASURE Provide Connection to Existing Manhole — Including 9 materials, equipment and labor to perform I EA excavation, shoring, connection, embedment, and all other work considered incidental to this item. Reconnect Existing Lateral Service Connection — Including materials, equipment and labor to perform 10 location, excavation, shoring, reconnection, testing, 6 EA embedment and backfill and all other work considered incidental to this item. Asphalt Paving Repair— Including materials, equipment, and labor to perform saw cutting, sub - II grade and base preparation, HMAC placement, 10 SY testing and all other work considered incidental to this item, per COL specifications. Brick Paving Repair — Including materials, equipment, and labor to perform removal and 12 salvage, sub -grade and base preparation, concrete 65 SY cap and sand placement, brick pavers (existing or equivalent) and all other work considered incidental to this item, per COL specifications. Concrete Alley Paving Repair — Including materials, equipment, and labor to perform saw cutting, sub- 13 grade and base preparation, concrete placement and 260 SY all other work considered incidental to this item, per COL specifications. 14 Flowable Fill (as Approved by Engineer)— Complete 50 CY and in place, per COL specifications. TOTAL BASE BID (ITEMS 1 - 14) $ Bidder's Initials 4 Addendum No. 1 ITB 12-10837-CI Bidder hereby agrees to commence the work on the above project on a date to be specified in a written "Notice to Proceed" of the Owner and to substantially complete the project within Ninety (90) Consecutive Calendar Days thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of Three -Hundred Dollars ($300) for each consecutive calendar day in excess of the time set forth herein above for completion of this project, all as more fully set forth in the general conditions of the contract documents. Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction number 29 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of SEVENTY (70) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the bid submitted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if required) within ten (10) business days after notice of award of the contract to him Bidder's Initials Addendum No. 1 ITB 12-10837-CI Enclosed with this bid is a Cashier's Check or Certified Check for Dollars ($ ) 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) business 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 Date: Authorized Signature (Printed or Typed Name) Company Address City, County State Telephone: - Fax: - Zip Code FEDERAL TAX ID or SOCIAL SECURITY No. EMAIL: M/WBE Firm: Woman Black American Native American Hispanic American Asian Pacific American Other (Specify) f� jJ Contractor Checklist Before submitting your bid, please ensure you have completed and included the following documents in the order they are listed. The contractor is only to submit (1) one original unbound copy of every item listed. 1. X Carefully read and understand the plans and specifications and properly complete the BID SUBMITTAL FORM. Bid submittal form MUST be completed in blue or black ink or by typewriter. Signatures must be original, in blue or black ink, and by hand. 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 below. In case of a discrepancy between the Unit Price and the Extended Total for a Bid item, the Unit Price will be taken."Include corporate seal and Secretary's signature. Identify addenda received (if any). Include firm's FEDERAL TAX ID number or Owner's SOCIAL SECURITY number. 2. _X Include BID BOND or CASHIER'S OR CERTIFIED CHECK as your bid surety. Failure to provide a bid surety WILL result in automatic rejection of your bid. 3. X Complete and sign the CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT. Contractor's signature must be original. 4. X Clearly mark the bid number, title, due date and time and your company name and address on the outside of the envelope or container. 5. X Ensure your bid is RECEIVED by the City of Lubbock Purchasing and Contract Management Office prior to the deadline. Late bids will not be accepted. 6. x Complete and sign the SAFETY RECORD QUESTIONNAIRE. All "YES" responses must be explained in detail and submitted with Bid. 7. x Complete and sign the SUSPENSION AND DEBARMENT CERTIFICATION. Include firm's FEDERAL TAX ID number or Owner's SOCIAL SECURITY number. 8. X Complete and submit the LIST OF SUB -CONTRACTORS. DOCUMENTS REQUIRED WITHIN SEVEN BUSINESS DAYS AFTER CLOSING: 9. X Complete and submit the FINAL LIST OF SUB -CONTRACTORS. FAILURE TO PROVIDE ANY OF THE ABOVE MAY RESULT IN YOUR BID BEING DEEMED NON -RESPONSIVE AND, THEREFORE, NOT FURTHER EVALUATED. PLEASE INCLUDE THIS COMPLETED PAGE AS THE FIRST PAGE OF YOUR BID SUBMITTAL. Advanced Communications USA, Inc. (Type or Print Company Name) PAGE INTENTIONALLY LEFT BLANK Pli 11 INDEX 1. NOTICE TO BIDDERS 2. GENERAL INSTRUCTIONS TO BIDDERS 3. BID SUBMITTAL — (must be submitted by published due date & time) 3-1. UNIT PRICE BID SUBMITTAL FORM 3-2. CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT 3-3. SAFETY RECORD QUESTIONNAIRE 3-4. SUSPENSION AND DEBARMENT CERTIFICATION 4. LIST OF SUB -CONTRACTORS 5. PAYMENT BOND 6. PERFORMANCE BOND 7. CERTIFICATE OF INSURANCE 8. CONTRACT 9. GENERAL CONDITIONS OF THE AGREEMENT 10. DAVIS BACON WAGE DETERMINATIONS 11. SPECIAL CONDITIONS (IF APPLICABLE) 12. SPECIFICATIONS 3 PAGE INTENTIONALLY LEFT BLANK NOTICE TO BIDDERS ITB 12-10837-CI Sealed bids addressed to Marta Alvarez, Director of Purchasing and Contract Management , City of Lubbock, Texas, will be received in the office of the Purchasing and Contract Management Office, City Hall, 1625 13th Street, Room 204, Lubbock, Texas, 79401, until 3:00 P.M., CST on September 13, 2012, 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: Rehabilitation of Existing Sanitary Sewer Pipeline After the expiration of the time and date above first written, said sealed bids will be opened in the office of the Purchasing and Contract Management Office 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 and Contract Management Office for the City of Lubbock, before the expiration of the date above first written. Bids are due at 3:00 P.M., CST on September 13, 2012, and the City of Lubbock City Council will consider the bids on October 11, 2012, at the City Hall, 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 1 accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $50,000. Said statutory bonds should be issued by a company carrying a current Best Rating of "A" or better. THE BONDS MUST BE IN A FORM ACCEPTABLE TO THE CITY ATTORNEY AND MUST BE DATED THE SAME DATE THAT THE CONTRACT WAS AWARDED. g__, The estimated budget for this project is $165,000. 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 ten (10) business days after notice of award of the contract to him. FAILURE OF THE BIDDER TO INCLUDE BID SECURITY WITH THE BID SUBMITTAL SHALL CONSTITUTE A NONRESPONSIVE BID AND RESULT IN DISQUALIFICATION OF THE BID SUBMITTAL. It shall be each bidder's 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 September 5, 2012 at 10:00 A.M., CST., in the CM Proiect Room, 2nd Floor, City Hall, 1625 13th Street, Lubbock, Texas. i Bidders may view the plans and specifications without charge at The Reproduction Company, 2102 Avenue Q, Lubbock, Texas 79405 or at www.themroductioncompM.com. ONE SET OF PLANS AND SPECIFICATIONS MAY BE OBTAINED, AT THE CITY'S EXPENSE, FROM THE _ REPRODUCTION COMPANY WITH A $100 REFUNDABLE DEPOSIT, Phone: (806) 763-7770. 4 Deposit Checks shall be made PAYABLE TO THE CITY OF LUBBOCK, and will be refunded if documents are returned in good condition within Sixty (60) days after the opening of bids. Additional sets r of plans and specifications may be obtained at the bidder's expense. 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 and Contract Management Office of the City of Lubbock, which document is specifically referred to in this Notice to Bidders. Each bidder's attention is further directed to Texas Government Code, Chapter 2258, Prevailing Wage Rates, 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 bidders that in regard to any contract entered into pursuant to this advertisement, minority and women business enterprises shall 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 require special assistance,. please contact the Purchasing and Contract Management Office at (806) 775-2572 or write to Post Office Box 2000, Lubbock, Texas 79457 at least 48 hours in advance of the meeting. CITY OF LUBBOCK .Marta Mvarez DIRECTOR OF PURCHASING AND CONTRACT MANAGEMENT GENERAL INSTRUCTIONS TO BIDDERS BID DELIVERY TIME & DATE 1.1 The City of Lubbock is seeking written and sealed competitive bids to furnish Rehabilitation of Existing Sanitary Sewer Pipeline per the attached specifications and contract documents. Sealed bids will be received no later than 3:00 P.M., CST on September 13, 2012 at the office listed below. Any bid received after the date and hour specified will be rejected and returned unopened to the bidder. Each bid and supporting documentation must be in a sealed envelope or container plainly labeled in the lower left- hand comer: "ITB # 12-10837-CI, Rehabilitation of Existing Sanitary Sewer Pipeline" 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: Marta Alvarez, Director of Purchasing and Contract Management City of Lubbock 1625 13th Street, Room 204 Lubbock, Texas 79401 1.2 Bidders are responsible for making certain bids are delivered to the Purchasing and Contract Management Office. 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., CST on September 5, 2012 in the CM Proiect Room 203, 2°d Floor, City Hall, 1625 13'h Street, 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 t 3.1 Any changes, additions, or clarifications to the ITB are made by ADDENDA information available over the Internet at www.bidsync.com. We strongly suggest that you check for any addenda a minimum of forty-eight hours in advance of the response deadline. BUSINESSES WITHOUT INTERNET ACCESS may use computers available at most public libraries. 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 and Contract Management Office. At the request of the bidder, or in the event the Purchasing and Contract Management Office deems the interpretation to be substantive, the interpretation will be made by written addendum issued by the Purchasing and Contract Management Office. Such addenda issued by the Purchasing and Contract Management Office will be available over the Internet at www.bidsyiic.com and will become part of the bid package having the same binding effect as provisions of the original ITB. 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 and Contract Management Office no later than five (5) calendar 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 of Lubbock Purchasing and Contract Management Office 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. 4.3 Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Purchasing and Contract Management Office and a clarification obtained before the bids are received, and if no such notice is received by the Purchasing and Contract Management Office prior to the opening of bids, then it shall be deemed that the bidder fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If bidder does not notify Purchasing and Contract Management Office 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 bid closing date. 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 CONFIDENTIALIPROPRIETARY is not in conformance with the Texas Open Records Act. -x �s r 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. UTILIZATION OF LOCAL BUSINESS RESOURCES Prospective bidders are strongly encouraged to explore and implement methods for the utilization of local resources, and to outline in their bid submittal how they would utilize local resources. 9 CONFLICT OF INTEREST 9.1 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. 9.2 By signing and executing this bid, the bidder certifies and represents to the City the bidder has not offered, conferred or agreed to confer any pecuniary benefit or other thing of value for the receipt of special treatment, advantage, information, recipient's decision, opinion, recommendation, vote or any other exercise of discretion concerning this bid. 10 CONTRACT DOCUMENTS 10.1 All work covered by the contract shall be done in accordance with contract documents described in the General Conditions. 10.2 All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for the construction of this project and shall be responsible for the satisfactory completion of all work contemplated by said contract documents. 11 PLANS FOR USE BY BIDDERS It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without charge or forfeiture of deposit. The contract documents may be examined without charge as noted in the Notice to Bidders. 12 BIDDER INQUIRIES AND CLARIFICATION OF REQUIREMENTS 12.1 It is the intent and purpose of the City of Lubbock that this request permit competitive bids. It shall be the bidder's responsibilityto advise the Purchasing and Contract Management Office if any language, requirements, etc., or any combinations thereof, inadvertently restricts or limits the requirements stated in this ITB to a single source. Such notification must be submitted in writing and must be received by the City of Lubbock Purchasing and Contract Management Office no later than five (5) calendar days before the bid closing date. A review of such notifications will be made. 12.2 NO BIDDER SHALL REQUEST ANY INFORMATION VERBALLY. ALL REQUESTS FOR ADDITIONAL INFORMATION OR CLARIFICATION CONCERNING THIS INVITATION TO BID (ITB) MUST BE SUBMITTED IN WRITING NO LATER THAN FIVE (5) CALENDAR DAYS PRIOR TO THE BID CLOSING DATE AND ADDRESSED TO: Corey Isaacs, Buyer City of Lubbock Purchasing and Contract Management Office 1625 131h Street, Room 204 Lubbock, Texas 79401 Fax: 806-775-2164 Email: Clsaacs(@,mylubbock.us Bidsync: www.bidsyne.com f_ L 13 TIME AND ORDER FOR COMPLETION 13.1 The construction covered by the contract documents shall be substantially completed within Ninety (90) Consecutive Calendar Days from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful bidder. 13.2 The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the City reserves the right to require the Contractor to submit a progress schedule of the work contemplated by the contract documents. In the event the City requires a progress schedule to be submitted, and it is determined by the City that the progress of the work is not in accordance with the progress schedule so submitted, the City may direct the Contractor to take such action as the City deems necessary to ensure completion of the project within the time specified. 14 PAYMENT All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract documents. 15 AFFIDAVITS OF BILLS PAID The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute an affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements contemplated by the contract documents have been paid in full and that there are no claims pending, of which the Contractor has been notified. 16 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. 17 GUARANTEES 17.1 All equipment and materials incorporated in the project and all construction shall be guaranteed against defective materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner, a written general guarantee which shall provide that the Contractor shall remedy any defects in the work, and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects appear within ONE year from date of final acceptance of the work as a result of defective materials or workmanship, at no cost to the Owner (City of Lubbock). 17.2 Notwithstanding any provisions contained in the contractual agreement, the Contractor represents and warrants fault -free performance and fault -free result in the processing date and date -related data (including, but not limited to calculating, comparing and sequencing) of all hardware, software and firmware products delivered and services provided under this Contract, individually or in combination, as the case may be from the effective date of this Contract. Also, the Contractor warrants calculations will be recognized and accommodated and will not, in any way, result in hardware, software or firmware failure. The City of Lubbock, at its sole option, may require the Contractor, at any time, to demonstrate the procedures it intends to follow in order to comply with all the obligations contained herein. 17.3 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. 17.4 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. 18 PLANS FOR THE CONTRACTOR The contractor will, upon written request, be furnished up to five sets of plans and specifications and related contract documents for 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. 19 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. 20 TEXAS STATE SALES TAX 20.1 This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions of Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act. 20.2 The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the materials to be incorporated into the work without paying the tax at the time of purchase. 21 PROTECTION OF SUBSURFACE LINES AND STRUCTURES It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or other underground structures which might or could be damaged by Contractor during the construction of the project contemplated by these contract documents. The City of Lubbock agrees that it will furnish Contractor the location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve the Contractor of his responsibilities aforementioned. All such underground lines or structures cut or damaged by Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by Contractor to the satisfaction of the City of Lubbock, Texas, at Contractor's expense. 22 BARRICADES AND SAFETY MEASURES The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and shall take such other precautionary measures for the protection of persons, property and the work as may be necessary. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs, and lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and replaced by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of barricades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of acceptance of the project. 23 EXPLOSIVES 23.1 The use of explosives will not be permitted unless written permission to do so is obtained by the Contractor from the City. In all cases where written permission is obtained for the use of explosives, the Contractor shall assume full responsibility for all damage, which may occur as a direct or indirect result of the blasting. In addition, in all cases where explosives are authorized to be used, the Contractor shall use utmost care so as not to endanger life or property and the Contractor shall further use only such 10 1_ 9¢ 4 methods as are currently utilized by persons, firms, or corporations engaged in similar type of construction activity. 11 23.2 Explosive materials shall not be stored or kept at the construction site by the Contractor. 1-3 23.3 In all cases where explosives are to be used during the construction of the project contemplated by this contract, it shall be the duty of the Contractor to notify each utility company having structures (above or below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such notice shall be given sufficiently in advance to enable the companies to take such steps as they may deem necessary to protect their property from injury. Such notice, however, shall not relieve the Contractor of responsibility for any damage resulting from his blasting operations. 24 CONTRACTOR'S REPRESENTATIVE The successful bidder shall be required to have a responsible local representative available at all times while the work is in progress under this contract. The successful bidder shall be required to furnish the name, address and telephone number where such local representative may be reached during the time that the work contemplated by this contract is in progress. 25 INSURANCE 25.1 The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City 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 coverages shall be submitted before contract execution. 25.2 PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERTIFICATE OF INSURANCE ALONG WITH A COPY OF THE ADDITIONAL INSURED ENDORSEMENT. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF LUBBOCK AS AN ADDITIONAL INSURED TO ON AUTO/GENERAL LIABILITY ON A PRIMARYAND NON CONTRIBUTORY BASIS TO INCLUDE PRODUCT- COMP/OP AND PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK AS REQUIRED BELOW, OR IN THE ALTERNATIVE, SHALL BE ACCOMPANIED BY A STATEMENT FROM THE CONTRACTOR TO THE EFFECT THAT NO WORK ON THIS PARTICULAR PROJECT SHALL BE SUBCONTRACTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE DOCUMENTS INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR. THE ADDITIONAL INSURED ENDORSEMENT SHALL INCLUDE PRODUCTS AND COTNIPLETE OPERATIONS. 26 LABOR AND WORKING HOURS 26.1 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 Texas Government Code, Chapter 2258, Prevailing Wage Rates 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 the contract documents does not release the Contractor from compliance with any wage law that 11 I may be applicable. Construction work under the contract requiring an inspector shall 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. 26.2 Before construction work requiring an inspector is to be performed on Sunday 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 Sunday or holidays will be made by the Owner's Representative. 26.3 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. 27 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 shall keep a record showing the name and occupation of each worker employed by the Contractor or subcontractor in the construction of the public work and the actual per diem wages paid to each worker. This record shall be open at all reasonable hours to inspection by the officers and agents of the City. 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, sixty dollars ($60) 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. 28 PROVISIONS CONCERNING ESCALATION CLAUSES Bids submitted containing any conditions which provide for changes in the stated bid price due to increases or decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the bidder without being considered. 29 PREPARATION FOR BID 29.1 The bidder shall submit his bid on forms furnished by the City, and all blank spaces in the form shall be correctly filled in, stating the price in 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 unit price and the extended total for a bid item, the unit price will be taken. A bid that has been opened may not be changed for the purpose of correcting an error in the bid price. 29.2 If the bid is submitted by an individual, his name must be signed by him or his duly authorized agent. If a bid is submitted by a firm, association, or partnership, the name and address of each member must be given and the bid signed by a member of the firm, association or partnership, or person duly authorized. If the bid is submitted by a company or corporation, the company or corporate name and business address must be given, and the bid signed by an official or duly authorized agent. Powers of attorney authorizing 12 30 31 ' agents or others to sign bids must be properly certified and must be in writing and submitted with the bid. The bid shall be executed in ink. -, 29.3 Each bid shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed on the outside of the envelope in the following manner: 29.3.1 Bidder's name 29.3.2 Bid for 12-10837-CI, Rehabilitation of Existing Sanitary Sewer Pipeline" Bid submittals may be withdrawn and resubmitted at any time before the time set for opening of the bids, but no bid may be withdrawn or altered thereafter. 29.5 Pursuant to Texas Local Government Code 252.043(g), 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. BOUND COPY OF CONTRACT DOCUMENTS Bidder understands and agrees that the contract to be executed by bidder shall be bound and will include the following: (a) Notice to Bidders. (b) General Instructions to Bidders. (c) Bidder's Submittal. (d) Statutory Bonds (if required). (e) Contract Agreement. (f) General Conditions. (g) Special Conditions (if any). (h) Specifications. (i) Insurance Certificates for Contractor and all Sub -Contractors. 0) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders. If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered incorporated by reference into the aforementioned contract documents. QUALIFICATIONS OF BIDDERS The bidder may be required before the award of any contract to show to the complete satisfaction of the City of Lubbock that it has the necessary facilities, ability, and financial resources to provide the service specified therein in a satisfactory manner. The bidder may also be required to give a past history and references in order to satisfy the City of Lubbock about the bidder's qualifications. The City of Lubbock may make reasonable investigations deemed necessary and proper to determine the ability of the bidder to perform the work, and the bidder shall furnish to the City of Lubbock all information for this purpose that may be requested. The bidder's bid may be deemed not to meet specifications or the bid may be rejected 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. (e) The safety record of the Contractor and proposed Sub -Contractors Before contract award, the recommended contractor for this project may be required to show that he has experience with similar projects that require the Contractor to plan his work efforts and equipment needs with City of Lubbock specifications in mind. Demonstration of experience shall include a complete list of ALL similar 13 I I' t_ municipal and similar non -municipal current and completed projects for the past three (3) years for review. This --, list shall include the names of supervisors and type of equipment used to perform work on these projects. In addition, the Contractor may be required to provide the name(s) of supervisor(s) that will be used to perform work i on this project in compliance with City of Lubbock specifications herein. 32 BID AWARD 32.1 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 14 plus the sum of any Alternate Bids or Options the City may select. 32.2 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. 32.3 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. 32.4 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. 32.5 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. 32.6 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. 32.7 The estimated budget for this project is $165,000. 33 ANTI -LOBBYING PROVISION 33.1 DURING THE PERIOD BETWEEN THE BID CLOSE DATE AND THE CONTRACT AWARD, BIDDERS, INCLUDING THEIR AGENTS AND REPRESENTATIVES, SHALL NOT DIRECTLY DISCUSS OR PROMOTE THEIR BID WITH ANY MEMBER OF THE LUBBOCK CITY COUNCIL OR CITY STAFF EXCEPT IN THE COURSE OF CITY - SPONSORED INQUIRIES, BRIEFINGS, INTERVIEWS, OR PRESENTATIONS, UNLESS REQUESTED BY THE CITY. 33.2 This provision is not meant to preclude bidders from discussing other matters with City Council members or City staff. This policy is intended to create a level playing field for all potential bidders, assure that contract decisions are made in public, and to protect the integrity of the bid process. Violation of this provision may result in rejection of the bidder's bid. 14 34 PREVAILING WAGE RATES 34.1 Bidders are required to comply with Texas Government Code, Chapter 2258, Prevailing Wage Rates, with respect to the payment of prevailing wage rates for the construction of a public work, including a building, highway, road, excavation, and repair work or other project development or improvement, paid for in whole or in part from public funds, without regard to whether the work is done under public supervision or direction. A worker is employed on a public work if the worker is employed by the contractor or any subcontractor in the execution of the contract for the project 34.2 A worker employed on a public work by or on behalf of the City of Lubbock shall be paid not less than the general prevailing rate of per diem wages for the work of a similar character in the locality in which the work is performed, and not less than the general prevailing rate of per diem wages for legal holiday and overtime work. 34.3 The State of Texas has adopted the Federal Davis -Bacon wage rates for use in Texas pursuant to and in accordance with the Texas Government Code, Section 2258.022. Bidders may access the U. S. Department of Labor web site at the following web address to obtain the rates to be used in Lubbock County: hM://www.wdol.gov/dba.aspx 34.4 It shall be the responsibility of the successful bidder to obtain the proper wage rates from the web site for the type of work defined in the bid specifications. 34.5 A contractor or subcontractor who violates Texas Government Code Section 2258.023 shall pay to the City of Lubbock.sixty dollars ($60) for each worker employed for each calendar day or part of the day that the worker is paid less than the wage rates stipulated in the contract. 15 BID SUBMITTAL FORM PAGE INTENTIONALLY LEFT BLANK Addendum No. I iTB 12-10837-Ci ********************REVISED******************** BID SUBMITTAL FORM UNIT PRICE BID CONTRACT DATE: /0o z D 1A ITB 12-10837-CI, Rehabilitation of Existing Sanitary Sewer Pipeline Bid of ADVANCED COMMUNICATIONS USA, INC (hereinafter called Bidder) To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner) Ladies and Gentlemen: The Bidder, in compliance with your Invitation to Bid for the construction of Rehabilitation of Existing Sanitary Sewer Pipeline, having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract documents and the site of the intended work, and being familiar with all of the conditions surrounding the construction of the intended project including the availability of materials and labor, hereby intends to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifications and contract documents, within the time set forth therein and at the price stated below. The 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 below. ITEM DESCRIPTION ESTIMATED UNIT OF UNIT PRICE EXTENDED AMOUNT NO. QUANTITY MEASURE Mobilization — including Contractor mobilization, $ 1 insurance, payment bond, performance bond, and 1 LS demobilization. 13,176.47 13,176.47 SWPPP -- Including preparation, NOi, 2 implementation, NOT and all other work considered t LS incidental to this item. 1500.00 1500.00 Traffic Control — Including TCP, signage, cones, 3 barrels, temporary paving, detours, phasing and all 1 LS other work considered incidental to this item. 7500.00 7500.00 4 Surveying and As -built Record Drawings I LS 2500.00 2500.00 install 8" PVC SDR-26 Pipe using Direct Bury Method (8' — 10' Deep) — Including materials, 5 equipment and labor to pertonn excavations, shoring, 547 LF removal of existing main, installation or new main, testing, backtill, flow -fill cap, and all other work considered incidental to this item. 57.39 31,392.33 Demolish and Remove Existing Sanitary Sewer Manhole— Including materials, equipment and labor 6 to perform excavation, shoring, demolition, disposal, 2 EA backfill and all other work considered incidental to this item. 4029.41 8058.82 Provide New 48" Standard Concrete Manhole (10' Deep)— including materials, equipment and labor to 7 perform excavation, shoring, installation, t EA connections, testing. bedding, embedment and backtill, and all other work considered incidental to this item. 5325.36 5325.36 8 EVF of 48" Standard Concrete Manhole. 2 VLF 706.12 1412.24 3 1 .1 1 l Addendum No. 1 ITB 12-10837-CI - ITEM DESCRIPTION ESTIMATED UNIT OF UNIT PRICE EXTENDED AMOUNT NO, QUANTITY MEASURE Provide Connection to Existing Manhole — Including materials, equipment and labor to perfoml excavation, shoring, connection, embedment, and all t EA other work considered incidental to this item. 1841. os 1841. 05 Reconnect Existing Lateral Service Connection — Including materials, equipment and labor to perforni 10 location, excavation, shoring, reconneetion, testing, 6 EA embedment and backfill and all other work considered incidental to this Item. 1087.65 6525.90 Asphalt Paving Repair— Including materials, equipment, and labor to perfonn saw cutting, sub - I 1 grade and base preparation, HMAC placement, 10 SY testing and all other work considered incidental to this item, per COL specifications. 126.18 1261.80 Brick Paving Repair — Including materials, equipment, and labor to perfoml removal and 12 salvage, sub -grade and base preparation, concrete 65 SY cap and sand placement, brick pavers (existing or equivalent) and al other work considered incidental to this item, per COL specifications, 58.53 3804.45 Concrete Alley Paving Repair — Including materials, equipment, and labor to perform saw cutting, sub- 13 grade and base preparation, concrete placement and 260 SY 21,533.20 all other work considered incidental to this item, per COL specifications. 82.82 14 FlowableFill(asApprovedbyEngineer)— Complete 50 CY and in place, per COL specifications. 85.59 4279.50 TOTAL BASE BID (ITEMS l - 14) $ 42 $110,111.12 Bidder's Initials t i Ir� i 3 4 Addendum No. t ITB 12-10837-Cl Bidder hereby agrees to commence the work on the above project on a date to be specified in a written "Notice to Proceed" of the Owner and to substantially complete the project within Ninety (90) Consecutive Calendar Days thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner as liquidated damages the sum of Three -Hundred Dollars ($300) for each consecutive calendar day in excess of the time set forth herein above for completion of this project, all as more fully set forth in the general conditions of the contract documents. Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with instruction number 29 of the General Instructions to Bidders. Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the bidding. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of SEVENTY (70) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on which he has bid; as provided in the contract documents. Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the bid submitted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all necessary bonds (if required) within ten (10) business days after notice of award of the contract to him W Bidder's initials 5 Addendum No. 1 l ITB 12-10837-CI I Enclosed with this bid is a Cashier's Check or Certified Check for N/A Dollars One hundred thirty four thounar. ninehundred ($ N/A ) or a Bid Bond in the sum of fifty seven and oonzDollars ($ t34,954.12 }, 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 (I0) business 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. (Seal if Bidder is a Corporation) ATTEST: /0 -"�/ Secr ary M. Hall Bidder acknowledges receipt of the following addenda: Date: ((1/ZIi! 7- Authorized Signature Kevin D. McClelland (Printed or Typed Name) ADVANCED COMMUNICATIONS USA, INC Company 2400 44TH STREET SUITE 123 Address LUBBOCK LUBBOCK City, County TEXAS 79412 State Zip Code Telephone: B17 _ 888 30 1 Fax: 817 - 888 3095 Addenda No. 1 Date 9/6/12 FEDERAL TAX ID or SOCIAL SECURITY No. Addenda No. Date 27-3900091 Addenda No. Date Addenda No. Date EMAIL: t4wILSON@NEXLINKGS.COM M/1VBE Finn: Woman Black American Native American Hispanic American Asian Pacific American Other (Specif 2 H e � OD 10-RAIA Document A31 OTM —2010 Bid Bond CONTRACTOR: (Maine, legal status and address) ADVANCED COMMUNICATIONS USA, INC. 2833 South Cravens Road Fort Worth, TX 76119 OWNER: (Name, legal status and address) CITY OF LUBBOCK, TX 1625 13th Street, Room 204, Lubbock, TX 79401 BOND AMOUNT' Five percent of amount bid. (5% of Amount Bid) SURETY: (Name, legal status and principal place of business) THE HANOVER INSURANCE COMPANY 440 Lincoln Street Worcester, MA 01653 This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. PROJECT: (Name, location or address, and Project number, if any) Rehabilitation of Existing Sanitary Sewer Pipeline - ITB# 12-10837-Ci; Contract# Project Number, if any: 91038 10837; Project #91038 The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, as provided herein. The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents, or within such time period as may be agreed to by the Owner and Contractor, and the Contractor either (1) enters into a contract with the Owner in accordance with the terns of such bid, and gives such bond orbonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof; or (2) pays to the Owner the difference, not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwisefto retrain in full force and effect. The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid. Waiver of notice by the Surety shall not apply to any extension exceeding sixty (60) days in the aggregate beyond the time for acceptance of bids specified in the bid documents, and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty (60) days. If this Bond is issued in connection with a subcontractor's bid to a Contractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been famished to comply with a statutory or other legal requirement in the location of the Project, ( any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Signed and sealedll} s 4th day of September, 2012 ADVANCED COMMUNICATIONS USA, INC. (Principal) (Seat) (Witness) (Title) E r e (ram u qdt�, Rssr THE HANOVER IN CE GQMPANY - (Witness) Darella White it!Wayne G. Mcy,, Attorney in Fact AIA Document A310"' — 2010. Copyright 0 1963, 1970 and 2010 by The American Institute of Architects. All rights reserved. rnr= nf-UVvvrzm fIVOUKHIVI UUMNANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA r POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan, do hereby constitute and appoint Adrienne Seaford, Rosemarie Caponi, Wayne G. McVaugh, Richard A. Jacobus, Sandra E. Bronson, Elizabeth Marrero, Maureen McNeill, Annette Leuschner andfor Darella E. White of Philadelphia, PA and each is a true and lawful Attomey(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, or, if the following line be filled In, only within the area therein designated any and all bonds, recognizances, undertakings, contracts of indemnity or other writings obligatory in the nature thereof, as follows: Any such obligations In the United States, not to exceed Ten Million and No/100 ($10,000,000) in any single Instance and said companies hereby ratify and confirm all and whatsoever said Attorneys) -in -fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED, That the President or any Vice President, in conjunction with any Assistant Vice President, be and they are hereby authorized and empowered to appoint Attorneys -In -fact of the Company, In its name and as its acts, to execute and acknowledge for and on Its behalf as Surety any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Atiomeys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons." (Adopted October 7, 1981 - The Hanover insurance Company; Adopted April 14, 1982— Massachusetts Bay Insurance Company; Adopted September 7, 2001 - Citizens Insurance Company of America) I IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by a Vice President and an Assistant Vice President, this 22nd day of February, 2010. i THE COMMONWEALTH OF MASSACHUSE17S ) COUNTY OF WORCESTER ) ss. THE HANQVER INSURANCE COMPANY - I MASSACHUSETTS BAY INSURANCE COMPANY l CITIZEN SURANCE COMP-ALW OF AMERICA Mery Jeanne APOW,Vrca res, e t Robert K. Grennan, Assistant ce President On this 22nd day of February 2010., before me came the above named Vice President and Assistant Vice President of The Hanover Insurance U Company, Massachusetts Bay insurance Company and Citizens insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. EAlV.MA ANi taAl1ULX Ilolry ►� carm...n d w. rycmnir�nr�uwaxr $rj►I'CtL2fIC My commission expires on November 3, 2011 L 1, the undersigned Assistant Vice Pr9sident of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company, Massachusetts Bay insurance Company and Citizens Insurance Company of America. "RESOLVED, That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and I executed by the President or any Vice President In conjunction with any Assistant Vice President of the Company, shall be binding on the Company to the L same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile." (Adopted October 7, 1981 - The Hanover Insurance Company, Adopted April 14, 1982 Massachusetts Bay insurance Company; Adopted September 7, 2001 - Citizens Insurance Company ofAmedca) GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this day of S� �E,✓}'1,��'r 201,Z -i HE 14ANOVER INSURANCE COMPANY l ` MASSACHWETTS BAY INSURANCE COMPANY LJ Cm g INSU CE CO ANY OF ERICA t� _ SsisI n rce Pres. nl �� f file The Hanover Insurance Company 1 440 Lincoln Street, Worcester, MA 01653 Hangver Citizens Insurance Company of America 1 645 West Grand River Avenue, Howell, MI 48843 insurance Group.. Massachusetts Bay Insurance Company 1 440 Lincoln Street, Worcester, MA 01653 Financial Statement The Hanover Insurance Company, Bedford, New Hampshire Financial Statement as of December 31, 2011 ASSETS 2011 Cash in Banks (Including Short -Term investments)................................................................... $ 24,406,790 (Bonds and Stocks......................................................................................:............................ $ 4,168,059,643 C_ Other Admitted Assets.......................................................................................................... $ 1,096,119,264 Total Admitted Assets............................................................................................... $ 5,288,585,697 LIABILITIES, CAPITAL AND SURPLUS Reserve for Unearned Premiums................................................................................................. $ 1,226,423,542 Reserve for Loss and Loss Expense........................................................................................ $ 1,902,741,199 Reservefor Taxes................................................................................................................ $ - Funds held under reinsurance treaties.................................................................................... $ 2,272,380 Reserve for all other liabilities............................................................................................... $ 578,873,269 Capital Stock — $1.00 par ................................................. $ 5,000,000 NetSurplus............................................................... $ 1,573,275,307 Policyholders' Surplus........................................................................................................... $ 1,578,275,307 Total Liabilities, Capital and Surplus....................................................................................... ..3 $ 5,288,585,697 COMMONWEALTH OF MASSACHUSETTS } s.s.: COUNTY OF WORCESTER Martin D. Kelly, Asst. Treasurer of The Hanover Insurance Company, being duly sworn deposes and says that he is the above described officer of said Company, and certifies that the foregoing statement is a true statement of the condition and affairs of the said Company on December 31, 2011. MARTIN D. KELLY Asst. Treasurer IMPORTANT NOTICE To obtain information or make a complaint: You may call Hanover Insurance Company's toll -free telephone number for information or to make a complaint at: 1-800-608-8141 You may also write: Hanover Insurance Company Premier Place Suite 850 5910 North Central Expressway Dallas, Texas 75206 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439 You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, TX 78714-9104 FAX # (512) 475-1771 Web: htto://www.tdi.state.tx.us Email: Cons um erProtection @ tdi. state.tx. us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. 221-4828 (7-07) fir . Hanover Insurance Groupx AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar at numbero de telefono gratis de Hanover Insurance Company para informacion or para someter una queja al: 1-800-608-8141 Usted tambien puede escribir: Hanover Insurance Company Premier Place Suite 850 5910 North Central Expressway Dallas, Texas 75206 Puede communicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al 1-800.252-3439 Puede escribir al Deparlamento de Seguros de Texas P.O. Box149104 Austin, Texas 78714-9104 FAX # (512) 475-1771 Web: http://www.tdi.state.tx.us Email: Cons umerProtection @ tdi.state.tx.us DISPUTAS SOBRE PRIMAS 0 RECLAMOS: SI tiene una disputa concerniente a su prima o a un reciamo, debe comunicarse con el agente o la compania primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE A VISO A SU POLIZA: Este aviso as solo para proposito de informacion y n se convierte an parte o condicion del documento adjunto. CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT To Be Completed by Bidder and Agent Must be submitted with Bid 1, the undersigned Bidder, certify that the insurance requirements contained in this bid document have been reviewed by me and my Insurance Agent/Broker. If I am awarded this contract by the City of Lubbock, I will be able to, within ten (10) business 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. Kevin D. McClelland Contractor (Original Signature) Contractor (Print) CONTRACTOR'S BUSINESS NAME: Advanced Communications USA, Inc. (Print or Type) CONTRACTOR'S FIRM ADDRESS: 2400 44th Street Suite 123 Lubbock, TX 79412 NOTE TO CONTRACTOR If the time requirement specified above is not met, the City has the right to reject this bid and award the contract to another contractor. If you have any questions concerning these requirements, please contact the Director of Purchasing & Contract Management Office for the City of Lubbock at (806) 775-2572. BID # 12-10837-CI, Rehabilitation of Existing Sanitary Sewer Pipeline I' '7 SAFETY RECORD QUESTIONNAIRE The City of Lubbock City Council desires to avail itself of the benefits of Section 252.0435 of the Local Government Code, and consider the safety records of potential contractors prior to awarding bids on City contracts. Pursuant to Section 252,0435 of the Local Government Code, City of Lubbock has adopted the following written definition and criteria for accurately determining the safety record of a bidder prior to awarding bids on City contracts. The definition and criteria for determining the safety record of a bidder for this consideration shall be: The City of Lubbock shall consider the safety record of the bidders in determining the responsibility thereof. The City may consider any incidents involving worker safety or safety of the citizens of the City of Lubbock, be it related or caused by environmental, mechanical, operational, supervision or any other cause or factor. Specifically, the City may consider, among other things: a. Complaints to, or final orders entered by, the Occupational Safety and Health Review Commission (OSHRC), against the bidder for violations of OSHA regulations within the past three (3) years. b. Citations (as defined below) from an Environmental Protection Agency (as defined below) for violations within the past five (5) years. Environmental Protection Agencies include, but are not necessarily limited to, the U.S. Army Corps of Engineers (USACOE), the U.S. Fish and Wildlife Service (USFWS), the Environmental Protection Agency (EPA), the Texas Commission on Environmental Quality (TCEQ), the Texas Natural Resource Conservation Commission (TNRCC) (predecessor to the TCEQ), the Texas Department of State Health Services (DSHS), the Texas Parks and Wildlife Department (TPWD), the Structural Pest Control Board (SPCB), agencies of local governments responsible for enforcing environmental protection or worker safety related laws or regulations, and similar regulatory agencies of other states of the United States. Citations include notices of violation, notices of enforcement, suspension/revocations of state or federal licenses or registrations, fines assessed, pending criminal complaints, indictments, or convictions, administrative orders, draft orders, final orders, and judicial final judgments. C. Convictions of a criminal offense within the past ten (10) years, which resulted from bodily harm or death. d. Any other safety related matter deemed by the City Council to be material in determining the responsibility of the bidder and his or her ability to perform the services or goods required by the bid documents in a safe environment, both for the workers and other employees of bidder and the citizens of the City of Lubbock. In order to obtain proper information from bidders so that City of Lubbock may consider the safety records of potential contractors prior to awarding bids on City contracts,_ City of Lubbock requires that bidders answer the following three (3) questions and submit them with their bids: QUESTION ONE Has the bidder, or the firm, corporation, partnership, or institution represented by the bidder, or anyone acting for such firm, corporation, partnership or institution, received citations for violations of OSHA within the past three (3) years? YES X NO, If the bidder has indicated. YES for question number one above, the bidder must provide to City of Lubbock, with its bid submission, the following information with respect to each such citation: Date of offense, location of establishment inspected, category of offense, final disposition of offense,, if any, and penalty assessed. OSHA Complaint No. 20861593 Date: January 10, 2012 Bidder's Initials OSHA inspection of the Tampa, FL Branch Facility No Penalty Assessed — All items successfully abatid f QUESTION TWO Has the bidder, or the firth, corporation, partnership, or institution represented by the bidder, or anyone acting for such firm, corporation, partnership or institution, received citations for violations of environmental protection laws or regulations, of any kind or type, within the past five years? Citations include notice of violation, notice of enforcement, suspension/revocations of state or federal licenses, or registrations, fines assessed, pending criminal complaints, indictments, or convictions, administrative orders, draft orders, final orders, and judicial final judgments. YES NO x If the bidder has indicated YES for question number two above, the bidder must provide to City of Lubbock, with its bid submission, the following information with respect to each such conviction: Date of offense or occurrence, location where offense occurred, type of offense, final disposition of offense, if any, and penalty assessed. OUESTION THREE Has the bidder, or the firm, corporation, partnership, or institution represented by bidder, or anyone acting for such firm, corporation, partnership, or institution, ever been convicted, within the past ten (10) years, of a criminal offense which resulted from serious bodily injury or death? YES NO x If the bidder has indicated YES for question number three above, the bidder must provide to City of Lubbock, with its bid submission, the following information with respect to each such conviction: Date of offense, location where offense occurred, type of offense, final disposition of offense, in any, and penalty assessed. ACKNOWLEDGEMENT THE STATE OF TEXAS COUNTY OF LUBBOCK I certify that I have made no willful misrepresentations in this Questionnaire nor have I withheld information in my statements and answers to questions. I am aware that the information given by me in this questionnaire shall be investigated, with my full permission, and that any misrepresentations or omissions may cause my bid to be rejected. x— "-WJ Signature Kevin. D. McClelland Assistant Treasurer Title 3 SUSPENSION AND DEBARMENT CERTIFICATION Federal Law (A-102 Common Rule and OMB Circular A-110) prohibits non -Federal entities from contracting with or making sub -awards under covered transactions to parties that are suspended or debarred or whose principals are suspended or debarred. Covered transactions include procurement contracts for goods or services equal to or in excess of $50,000 and all non -procurement transactions (e.g., sub -awards to sub -recipients). Contractors receiving individual awards of $50,000 or more and all sub -recipients must certify that their organization and 9 its principals are not suspended or debarred by a Federal agency. Before an award of $50,000 or more can be made to your firm, you must certify that your organization and its principals are not suspended or debarred by a Federal agency. .i I, the undersigned agent for the firm named below, certify that neither this firm nor its principals are suspended or debarred by a Federal agency. COMPANY NAME: Advanced Communications USA, Inc. FEDERAL TAX ID or SOCIAL SECURITY No. 2 7 - 3 9 0 0 0 91 Signature of Company Official: Printed name of company official signing above: Kevin D . McClelland Date Signed: qi/LIIt, LIST OF SUB -CONTRACTORS 1 PAGE INTENTIONALLY LEFT BLANK 1. 2. 3. d. 5. G. 7. 8. 9. 10. 11. 12. 13. td. 15. 16. BID # 12-10837-CI, Rehabilitation of Existing Sanitary Sewer Pipeline - LIST OF SUB CONTRACTORS Company Name Location Services Provided EASY CONSTRUCTION DALLAS EXCAVATION / PAVING Company ADVANCED COMMUNICATIONS USA, INC Address 2400 44TH ST STE 123 City, LUBBOCK, TX LUBBOCK County 79412 State Zip Code 'releplione: 817 _ 888 3901 Fax: 817 888 3905 Minority Owned Yes No ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ THIS FORM SHALL BE COMPLETED AND RETURNED ALONG WITH YOUR PROPOSAL IF NO SUB —CONTRACTORS WILL BE USED PLEASE INDICATE SO 3 PAGE INTENTIONALLY LEFT BLANK FINAL LIST OF SUB -CONTRACTORS PAGE INTENTIONALLY LEFT BLANK BID # 12-10837-CI, Rehabilitation of Existing Sanitary Sewer Pipeline -i j FINAL LIST OF SUB CONTRACTORS 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. Company Name Location Services Provided EASY CONSTRUCTION DALLAS, TX EXCAVATION & RESTORATION Company ADVANCED COMMUNICATIONS USA, INC Address 2400 44TH STREET STE 123 LUBBOCK City, County LUBBOCK, TX 79412 State Zip Code Telephone: 817 _ 888 3091 Fax: 817 _ 888 3095 Minority Owned Yes No ❑ 121 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ THIS FORM SHALL BE COMPLETED AND RETURNED WITHIN 7 DAYS OF BID CLOSING. IF NO SUB —CONTRACTORS WILL BE USED PLEASE INDICATE SO. R PAGE INTENTIONALLY LEFT BLANK PAYMENT BOND L, PAGE INTENTIONALLY LEFT BLANK Bond No. 1935705 ,STATUTORY PA"- TEINTTZOiND PURSUANT TO SECTION 2253.021 (a): OF THE TEXAS (10VERNIMENT:CODE (CONTRACTS MORRMA14 S50400% Advanced Coinnninications USA. Inc. -IMWALL MEN BY TIMSE PRESENTS, that (hereinafter called the Principif(s),, as Principal(s), and II& Hanover 1pmumjce f inn, () any - -(hereinafter called the Suray(s), as Surety(s),.are held-- - and firmly bound unto the City of Lubbock (hereinafter: called -the Obligee), in the amount of One-Mundred Ten -Thousand Onemffundired Fleven Dollars and Twelve Cents ($110,111,11) lavkrful money of the United States for the payment whereof, the said Principal and Surety bind themselves, gild their heirs, admim'stmtors, executors,:. successors and assignsJointly and severally, fi mmly by these presents.. VVHER-E,AS,, the Principal has entered into a certain written :contract 'with the, Obligee) dated the 1 Ith day of octobdr 2012. to RM MIAM 11" 11.0 OR yr.11grig and said Principal under th&'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 Mly.and to 'the same extent . as if NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Piincipal shall pay all clairitants supplying labor and material to him or asubcontractor in the prosecution of the woek provided f6r in said -contract, then, this obligation shall be. void; otherwise to remain in, full forco.and effect;. PROVIDE-J),ROW 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 b dna shall be d eterinined- in accord.anc& with the pr6isions. - of said. Article to the sarne- extent as if it were o0pied: aflengt1i herein. - IN WITNESS WH.ERI-,OF, the said Pniix:ipal (s)-and Surety (s) have signed and sealed. this instrumen t. this. 23Ld _.daY:of October 2611- The Hanover Insurance QqMpff_ Surely *B G. McVa-ugh, Attorney -in -Fact Advanced Conununications USA Inc. (Cbnvany Name) (Title) The, undersigned surety company represents that. it is:duly qualified to do business in Texas, and hereby designatesAon Risk, Services Southxves� Inc.an agent -resident ui.bubbock County to whom any requisite notices may be: delivered and on whom service -of process maybe had -in matters arts -in out ofs-nchsuretyship. 9 Tit Surety Wayne G. au h, Attorney -in -Fact -Approvedas to form: City of ock B A y: P A 44 - *Note-, IfsIgned by an.:Office-of the Surety Company there must. be.onfire. ajcerti fied extract from the by. -laws sh-ow,ino, that this person, has authority -to:sigrt -such obligation. If signed -by an Attorney in Fact, we must havie copy of power of attorney for our files. 3 STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $50,000) KNOW ALL MEN BY THESE PRESENTS, that Principal(s), as Principal(s), and (hereinafter called the (hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of One -Hundred Ten -Thousand One -Hundred Eleven Dollars and Twelve Cents ($110,111.12) lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 11th day of October, 2012, to d .r and said Principal under the law is required before commencing the work provided for in said contract to execute _ a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this day of 2012. Surety *By: (Title) (Company Name) By: (Printed Name) (Signature) (Title) The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates 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. Surety * By: (Title) Approved as to form: City of Lubbock By: City Attorney * Note: If signed by an Office 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. 9 PERFORMANCE BOND 2 I PAGE INTENTIONALLY LEFT BLANK Bond No. 1935705 STATUTORY PERFORMANCE BOND PURSUANTTTO,S9C`T1ON 22510.21(a) OF THE TEXAS GO. VERINWNT.CODE. -(CONTRACTS MORE THAN $100,000)' Advanced Communications USA, Inc. KNOW .ALL MEN BY THESE PRESENTS, that. (hereinafter called. the Pfincipal(s), as Principal(p), and The Hanover -Insurance ComDanv (hereinafter called, the Surety(s), as Surety(s), are -held and firmly bound unto the City -of Lubbock (hereinafter called the Obligee), in -the: amount- -of - On&Hundred Ten -Thousand - Onk—Rundred Ele'ven Dollars and Twelve Cents ($110,111.12) lawful money o . f - the United States: for the payment whereof, the said .Principal and Sure bind tile= ncipa .- , - ty - . olvosi and their heirs, administrators, executors, successors and assigns, jointly and srvorallytrofly by these presents. WHEREAS, the Principal has entered into a certa li written contract with the. Obligee, dated the _11th day of October; 2012, to Rehabilitation of Existing Sanitary Sewer Pipeline - ITB# 12-1083 7-Cl an ---d - Sald principal -under-the law is required before commencing the . work provided,f _ Or. in said,contract to execute a bond in the amount of said contract which contract is h0eby referred to and: made a Part hereof as i"Wly and to thesame, extent, as if copied at length herein. NOW; MEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the, said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation ation shall be, void; otherv6se to reinain. in f4111 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 stiid article to the -same extent:as if it were copied at length herein., IN WITNESS WHEREOF, the said Priheipat (s)and Surety (s)-havo, signed.and sealed this instrument tMa 23f . d day of, October .2012. The Hanover Insurance Company Advanced Conininnications USA, Inc. Surety *By' ' h7 Wayne G. ficVaug Attorney-iii-Fact 3 (Company Name) 'I'.he u�7 ersi��**d d surer company represents that it is duly qualifi to-do business in Texas; and hereby AonRisk 'er�7ccsSouthwr Lic.` . designates W....._ aI agentresident in. Lubbock County to whom any requisite, notices may"be deliverccl and .on 'Whom service of process may be .had in matters arising out.cif stich s mlvship. ThQ nsltrall an, Surety IlXdi5W;ayne G. McVan8h - Attorney -in -Fact . Approved as to: norm City of ack City Attorney *Note; if signed by ao Once. of the Surety Company, there. must be on file: a certified extract from the by -laves showing that this Gerson .has authority :to Sig_ n Such o6:iigation. If signed by an Attorney in'Fact; act; we must have copy of power of attorney for our files. 4 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA PUWEKS UFATTUKNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan, do hereby constitute and appoint Wayne G. McVaugh, Richard A. Jacobus, Elizabeth Marrero, Maureen McNeill, Annette Leuschner, Darella E. White, Marina Tapia and/or Jaquanda Long of Philadelphia, PA and each is a true and lawful Attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, or, if the following line be filled in, only within the area therein designated any and all bonds, recognizances, undertakings, contracts of indemnity or other writings obligatory in the nature thereof, as follows: Any such obligations in the United States, not to exceed Ten Million and No/100 ($10,000,000) in any single instance and said companies hereby ratify and confirm all and whatsoever said Attomey(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: 'RESOLVED, That the President or any Vice President, in conjunction with any Vice President, be and they are hereby authorized and empowered to appoint Attomeys-in-fact of the Company, in its name and as its acts, to execute and acknowledge for and on its behalf as Surety any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Attomeys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons.' (Adopted October 7, 1981 - The Hanover Insurance Company, Adopted April 14, 1982 - Massachusetts Bay Insurance Company, Adopted September 7, 2001 - Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 11th day of October 2012. 9�rp f�(, 1A64 qy THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER ) ss, THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZE=017 AMERICA Robeil'Fhomax, Vice President ,toe refstronl, Vicii President On this 11th day of October 2012 before me came the above named Vice Presidents of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. ��""'� BAf313ARAA.GARLICK Notary Public }� ,,,, %f�^() i.0(IIIGOfi otwmN_O�f�f7.t9p9i.8�dltlShcB adsaw"%,.$- G...MC_ .,r,7,�.. � 4 uyE�9ep.ztrp� -. Barbara A. Garlick, Notary Public My Commission Expires September 21, 2018 I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America. 'RESOLVED, That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or any Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile.' (Adopted October 7, 1981 - The Hanover Insurance Company, Adopted April 14,1982 -Massachusetts Bay Insurance Company; Adopted September 7, 2001- Citizens Insurance Company of America) GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this-2 3 day of 04 D�20 . THE HANOVER INSURANCE COMPANY �I Nt �1SURCE C�� OF AMERI j /t •p}e The Hanover insurance Company 1440 Lincoln Street Worcester, MA 01653 �"�a11C�V@1" Citizens Insurance Company of America 1 645 West Grand River Avenue, Howell, MI 48843 IrisurariG2 GrOup.. Massachusetts Bay Insurance Company 1440 Croton Street, Worcester, MA 01653 Financial Statement The Hanover Insurance Company, Bedford, New Hampshire Financial Statement as of December 31, 2011 ASSETS Cash in Banks (Including Short -Term investments) ........................... Bondsand Stocks.......................................................................... Other Admitted Assets................................................................ Total Admitted Assets 2011 ............I................... $ 24,406,790 ................................ $ 4,168,059,643 ................................ $ 1,096,119,264 ................................ 5,288,585,697 LIABILITIES, CAPITAL AND SURPLUS Reserve for Unearned Premiums................................................................................................. $ 1,226,423,542 Reserve for Loss and Loss Expense........................................................................................ $ 1,902,741,199 Reservefor Taxes................................................................................................................ $ - Funds held under reinsurance treaties.................................................................................... $ 2,272,380 Reserve for all other liabilities............................................................................................... $ 578,873,269 Capital Stock - $1.00 par ................................................. $ 5,000,000 Net Surplus............................................................... $ 1,573,275,307 Policyholders' Surplus........................................................................................................... $ 1,578,275,307 Total Liabilities, Capital and Surplus....................................................................................... $ 5,288,585,697 COMMONWEALTH OF MASSACHUSETTS COUNTY OF WORCESTER I s.s.: Martin D. Kelly, Asst. Treasurer of The Hanover Insurance Company, being duly sworn deposes and says that he is the above described officer of said Company, and certifies that the foregoing statement is a true statement of the condition and affairs of the said Company on December 31, 2011. MARTIN D. KELLY Asst. Treasurer IMPORTANT NOTICE To obtain information or make a complaint: You may call Hanover Insurance Company's toll -free telephone number for information or to make a complaint at: 1-800-608-8141 You may also write: Hanover Insurance Company Premier Place Suite 850 5910 North Central Expressway Dallas, Texas 75206 You may contact the Texas Department of Insurance to obtain Information on companies, coverages, rights or complaints at 1-800.252-3439 You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, TX 78714-9104 FAX # (512) 475-1771 Web: http://www.tdi.state.tx.us Email: C.onsurnerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. 221-4828 (7-07) AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Samar a( numbero de telefono gratis de Hanover Insurance Company para informacion or para someter una queja at: 1-800-608-8141 Usted tambien puede escribir: Hanover Insurance Company Premier Place Suite 850 5910 North Central Expressway Dallas, Texas 75206 Puede communicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companies, coberturas, derechos a quejas at 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas P.O, Box 149104 Austin, Texas 78714-9104 FAX # (512) 475-1771 Web: http://www.tdi.state.tx.us Email: Cons um erP rotection @ tdi.state.tx_us DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Si tiene una disputa concerniente a su prima o a un reciamo, debe comunicarse con at agente o la compania primero. Si no se resuelve la disputa, puede entonces comunicarse con at deparamento (TDI). UNA ESTE A VISO A SU POLIZA: Este aviso as solo para proposito de Informacion y n se convierte an pane o condicion del documento adjunto. Hanover Insurance Groupm No Text 4 STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a) OF THE TEXAS GOVERNMENT CODE (CONTRACTS MORE THAN $100,000) [ � KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal(s), as Principal(s), and (hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the Obligee), in the amount of One -Hundred Ten -Thousand One -Hundred Eleven Dollars and Twelve Cents ($110,111.12) lawful money of the United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 11th day of 5'! October, 2012, to and said principal under the law is required before commencing the work provided for in said contract to execute a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the 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 — r day of , 2012. ---, Surety (Company Name) E * By: By: (Title) (Printed Name) (Signature) (Title) ° e r d The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby designates 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. Surety *By: (Title) Approved as to Form City of Lubbock By: City Attorney * Note: If signed by an Office of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of attorney for our files. 1 t� l 4 1 CERTIFICATE OF INSURANCE PAGE INTENTIONALLY LEFT BLANK ® ACOROCERTIFICATE OF LIABILITY INSURANCE DATE D/YYYY) 9/10/2012 012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER Assurance Agency, Ltd. One Century Centre 1750 E. Golf Road NAMNT CT E: PHONE Nc No : - 4 - 12 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC q Schaumburg IL 60173- INSURER A yZUriCh American Insurance CO 16535 INSURED UNITGLO-01 INSURER B -.American Guarantee & Lib 26247 INSURER C: American Zurich Advanced Communications USA, Inc. INSURER D : 1777 Sentry Parkway West Gwynedd Hall, Ste. 302 Blue Bell PA 19422 INSURERE: INSURER F : COVERAGES CERTIFICATE NUMBER:422491520 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL UBR POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS A GENERAL LIABILITY GL0026960401 /1/2012 /1/2013 EACH OCCURRENCE $1,750,000 X COMMERCIAL GENERAL LIABILITY DAMA E T RENTED PREMISES Ea occurrence $750,000 CLAIMS -MADE F1 OCCUR MED EXP (Any one person) $10,000 PERSONAL & ADV INJURY $1,750,000 GENERAL AGGREGATE $3,500,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $3,500,000 $ POLICY X PRO-jECT LOC A AUTOMOBILE LIABILITY BAP026960501 /1/2012 /1/2013 Ea accident 2 000 000 X BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ X PROPERTY DAMAGE Per accident $ NON -OWNED HIRED AUTOS X AUTOS B X UMBRELLA UAB X OCCUR AUC931067301 71112012 /1/2013 EACH OCCURRENCE $25,000,000 AGGREGATE $25,000,000 EXCESS LIAB CLAIMS -MADE DED X RETENTION $.0. $ C WORKERS COMPENSATION WCO26960201 /1/2012 /1/2013 X WC STATU- DTH- A AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N� N / A WCO26960301 /1/2012 /1/2013 E.L. EACH ACCIDENT $1,000,000 (Mandatory in NH) E.L. DISEASE - EA EMPLOYE $1,000.000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) Proof of Insurance Only. It is agreed that the City of Lubbock and its officers, employees, and elected representatives are added as Additional Insureds, when required by written contract, on the General & Automobile Liability on a primary and non-contributory basis with respect to operations performed by the Named Insured in connection with this project. A Waiver of Subrogation in favor of the City of Lubbock and its officers, employees, and elected representatives applies to the Worker's Compensation, General Liability and Automobile policies, when required by written contract. See Attached... CERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Lubbock, Attn: Marta Alvarez Director of ACCORDANCE WITH THE POLICY PROVISIONS. Purchasing & Contract Management 1625 13th Street, Room 204 AUTHORIZED REPRESENTATIVE Lubbock TX 79401 © 1933-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/06) The ACORD name and logo are registered marks of ACORD THIS CERTIFICATE SUPERSEDES PREVIOUSLY ISSUED CERTIFICATE No Text AGENCY Assurance Agency, Ltd. POLICY NUMBER CARRIER AGENCY CUSTOMER ID: UNITGLO-01 LOC #: ADDITIONAL REMARKS SCHEDULE NAMEDINSURED Advanced Communications USA, Inc. 1777 Sentry Parkway West Gwynedd Hall, Ste. 302 Blue Bell PA 19422 NAIC CODE EFFECTIVE DATE: Page 1 of 1 THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE It is agreed that City of Lubbock and its officers, employees, and elected representativesis Additional Insured, when required by written contract, on the General Liability with respect to ongoing and completed operations performed by the Named Insured in connection with this ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Named Insured: UniTek Global Services, Inc. Agent Name: Assurance Agency, Ltd. Policy Number GLO 0269604-01 ENDORSEMENT ZURICH AMERICAN INSURANCE COMPANY Effective Date: 07-01-2012 12:01 A.M., Standard Time Agent No. 02008-000 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: COMMERCIAL GENERAL LIABILITY COVERAG PART AMENDMENT OF OTHER INSURANCE With respect to losses to which this insurance applies, this policy does not apply to that portion of the loss for which you have other valid and collectible insurance, whether on a primary, excess or contingent basis unless such insurance was specifically purchased by you to apply excess of this policy. Notwithstanding the paragraph above, the insurance afforded by this policy is primary insurance with respect to those additional insureds to whom you are obligated by contract to provide primary and non-contributory insurance. In that event, we will not seek contribution from any other insurance policy available to the additional insureds on which the additional insured person or organization is a Named Insured. U-GL-I 114-A CW (10/02) COMMERCIAL AUTO CA 00 01 03 10 BUSINESS AUTO COVERAGE FORM Various provisions in this policy restrict coverage. Read the entire policy carefully to determine rights, duties and what is and is not covered. Throughout this policy the words "you" and "your" re- fer to the Named Insured shown in the Declarations. The words "we", "us" and "our" refer to the company providing this insurance. Other words and phrases that appear in quotation marks have special meaning. Refer to Section V — Definitions. SECTION I — COVERED AUTOS Item Two of the Declarations shows the "autos" that are covered "autos" for each of your coverages. The following numerical symbols describe the "autos" that may be covered "autos". The symbols entered next to a coverage on the Declarations designate the only "autos" that are covered "autos". A. Description Of Covered Auto Designation Symbols Symbol Description Of Covered Auto Designation Symbols 1 An "Auto" 2 Owned "Autos" Only those "autos" you own (and for Liability Coverage any "trailers" you don't own Only while attached to power units you own). This includes those "autos" you acquire ownership of after the policy begins. 3 Owned Private Only the private passenger "autos" you own. This includes those private Passenger passenger "autos" you acquire ownership of after the policy begins. "Autos" Only 4 Owned Only those "autos" you own that are not of the private passenger type (and for "Autos" Other Liability Coverage any "trailers" you don't own while attached to power units you Than Private own). This includes those "autos" not of the private passenger type you acquire Passenger ownership of after the policy begins. "Autos" Only 5 Owned "Autos" Only those "autos" you own that are required to have no-fault benefits in the state Subject To where they are licensed or principally garaged. This includes those "autos" you No-fault acquire ownership of after the policy begins provided they are required to have no- fault benefits in the state where they are licensed or principally garaged. 6 Owned "Autos" Only those "autos" you own that because of the law in the state where they are Subject To A licensed or principally garaged are required to have and cannot reject Uninsured Compulsory Motorists Coverage. This includes those "autos" you acquire ownership of after the Uninsured policy begins provided they are subject to the same state uninsured motorists Motorists Law requirement. 7 Specifically Only those "autos" described in Item Three of the Declarations for which a Described premium charge is shown (and for Liability Coverage any "trailers" you don't own "Autos" while attached to any power unit described in Item Three). 8 Hired "Autos" Only those "autos" you lease, hire, rent or borrow. This does not include any "auto" Only you lease, hire, rent or borrow from any of your "employees", partners (if you are a partnership), members (if you are a limited liability company) or members of their households. 9 Non -owned Only those "autos" you do not own, lease, hire, rent or borrow that are used in "Autos" Only connection with your business. This includes "autos" owned by your "employees", partners (if you are a partnership), members (if you are a limited liability company) or members of their households but only while used in your business or your personal affairs. CA 00 01 03 10 ©Insurance Services Office, Inc., 2009 Page 1 of 12 Wolters Kluwer Financial Services I Uniform FormSTM 19 Mobile Equip- Only those "autos" that are land vehicles and that would qualify under the definition ment Subject To of "mobile equipment" under this policy if they were not subject to a compulsory or Compulsory Or financial responsibility law or other motor vehicle insurance law where they are Financial licensed or principally garaged. Responsibility Or Other Motor Vehicle Insur- ance Law Only B. Owned Autos You Acquire After The Policy Begins 1. If Symbols 1, 2, 3, 4, 5, 6 or 19 are entered next to a coverage in Item Two of the Declara- tions, then you have coverage for "autos" that you acquire of the type described for the re- mainder of the policy period. 2. But, if Symbol 7 is entered next to a coverage in Item Two of the Declarations, an "auto" you acquire will be a covered "auto" for that cover- age only if: a. We already cover all "autos" that you own for that coverage or it replaces an "auto" you previously owned that had that cover- age; and b. You tell us within 30 days after you acquire it that you want us to cover it for that cover- age. C. Certain Trailers, Mobile Equipment And Temporary Substitute Autos If Liability Coverage is provided by this coverage form, the following types of vehicles are also cov- ered "autos" for Liability Coverage: 1. "Trailers" with a load capacity of 2,000 pounds or less designed primarily for travel on public roads. 2. "Mobile equipment" while being carried or towed by a covered "auto". 3. Any "auto" you do not own while used with the permission of its owner as a temporary substi- tute for a covered "auto" you own that is out of service because of its: a. Breakdown; b. Repair; c. Servicing; d. "Loss'; or e. Destruction. SECTION II — LIABILITY COVERAGE A. Coverage We will pay all sums an "insured" legally must pay as damages because of "bodily injury" or "property damage" to which this insurance applies, caused by an "accident" and resulting from the ownership, maintenance or use of a covered "auto". We will also pay all sums an "insured" legally must pay as a "covered pollution cost or expense" to which this insurance applies, caused by an "acci- dent" and resulting from the ownership, mainte- nance or use of covered "autos". However, we will only pay for the "covered pollution cost or ex- pense" if there is either "bodily injury" or "property damage" to which this insurance applies that is caused by the same "accident". We have the right and duty to defend any "in- sured" against a "suit" asking for such damages or a "covered pollution cost or expense". However, we have no duty to defend any "insured" against a "suit" seeking damages for "bodily injury" or "prop- erty damage" or a "covered pollution cost or ex- pense" to which this insurance does not apply. We may investigate and settle any claim or "suit" as we consider appropriate. Our duty to defend or settle ends when the Liability Coverage Limit of Insurance has been exhausted by payment of judgments or settlements. 1. Who Is An Insured The following are "insureds": a. You for any covered "auto". b. Anyone else while using with your permis- sion a covered "auto" you own, hire or bor- row except: (1) The owner or anyone else from whom you hire or borrow a covered "auto". This exception does not apply if the covered "auto" is a "trailer" connected to a covered "auto" you own. Page 2 of 12 ©Insurance Services Office, Inc., 2009 CA 00 01 03 10 (2) Your "employee" if the covered "auto" is owned by that "employee" or a member of his or her household. (3) Someone using a covered "auto" while he or she is working in a business of selling, servicing, repairing, parking or storing "autos" unless that business is yours. (4) Anyone other than your "employees", partners (if you are a partnership), members (if you are a limited liability company) or a lessee or borrower or any of their "employees", while moving property to or from a covered "auto". (5) A partner (if you are a partnership) or a member (if you are a limited liability company) for a covered "auto" owned by him or her or a member of his or her household. c. Anyone liable for the conduct of an "in- sured" described above but only to the ex- tent of that liability. 2. Coverage Extensions a. Supplementary Payments We will pay for the "insured": (1) All expenses we incur. (2) Up to $2,000 for cost of bail bonds (in- cluding bonds for related traffic law vio- lations) required because of an "acci- dent" we cover. We do not have to fur- nish these bonds. (3) The cost of bonds to release attach- ments in any "suit" against the "insured" we defend, but only for bond amounts within our Limit of Insurance. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $250 a day be- cause of time off from work. (5) All court costs taxed against the "in- sured" in any "suit" against the "insured" we defend. However, these payments do not include attorneys' fees or aftor- neys' expenses taxed against the "in- sured". (6) All interest on the full amount of any judgment that accrues after entry of the judgment in any "suit" against the "in- sured" we defend, but our duty to pay in- terest ends when we have paid, offered to pay or deposited in court the part of the judgment that is within our Limit of Insurance. These payments will not reduce the Limit of Insurance. b. Out-of-state Coverage Extensions While a covered "auto" is away from the state where it is licensed we will: (1) Increase the Limit of Insurance for Li- ability Coverage to meet the limits speci- fied by a compulsory or financial re- sponsibility law of the jurisdiction where the covered "auto" is being used. This extension does not apply to the limit or limits specified by any law governing motor carriers of passengers or prop- erty. (2) Provide the minimum amounts and types of other coverages, such as no- fault, required of out-of-state vehicles by the jurisdiction where the covered "auto" is being used. We will not pay anyone more than once for the same elements of loss because of these extensions. B. Exclusions This insurance does not apply to any of the follow- ing: 1. Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the "in- sured". 2. Contractual Liability assumed under any contract or agreement. But this exclusion does not apply to liability for damages: a. Assumed in a contract or agreement that is an "insured contract" provided the "bodily injury" or "property damage" occurs subse- quent to the execution of the contract or agreement; or b. That the "insured" would have in the ab- sence of the contract or agreement. 3. Workers' Compensation Any obligation for which the "insured" or the "insured's" insurer may be held liable under any workers' compensation, disability benefits or unemployment compensation law or any similar law. CA 00 0103 10 0 Insurance Services Office, Inc., 2009 Page 3 of 12 4. Employee Indemnification And Employer's Liability "Bodily injury" to: a. An "employee" of the "insured" arising out of and in the course of: (1) Employment by the "insured"; or (2) Performing the duties related to the conduct of the "insured's" business; or b. The spouse, child, parent, brother or sister of that "employee" as a consequence of Pa- ragraph a. above. This exclusion applies: (1) Whether the "insured" may be liable as an employer or in any other capacity; and (2) To any obligation to share damages with or repay someone else who must pay damages because of the injury. But this exclusion does not apply to "bodily in- jury" to domestic "employees" not entitled to workers' compensation benefits or to liability assumed by the "insured" under an "insured contract". For the purposes of the coverage form, a domestic "employee" is a person en- gaged in household or domestic work per- formed principally in connection with a resi- dence premises. 5. Fellow Employee "Bodily injury" to: a. Any fellow "employee" of the "insured" aris- ing out of and in the course of the fellow "employee's" employment or while perform- ing duties related to the conduct of your business; or b. The spouse, child, parent, brother or sister of that fellow "employee" as a consequence of Paragraph a. above. 6. Care, Custody Or Control "Property damage" to or "covered pollution cost or expense" involving property owned or trans- ported by the "insured" or in the "insured's" care, custody or control. But this exclusion does not apply to liability assumed under a si- detrack agreement. 7. Handling Of Property "Bodily injury" or "property damage" resulting from the handling of property: a. Before it is moved from the place where it is accepted by the "insured" for movement in- to or onto the covered "auto'; or b. After it is moved from the covered "auto" to the place where it is finally delivered by the "insured". 8. Movement Of Property By Mechanical Device "Bodily injury" or "property damage" resulting from the movement of property by a mechani- cal device (other than a hand truck) unless the device is attached to the covered "auto". 9. Operations "Bodily injury" or "property damage" arising out of the operation of: a. Any equipment listed in Paragraphs 6.b. and 6.c. of the definition of "mobile equip- ment'; or b. Machinery or equipment that is on, attached to or part of a land vehicle that would qual- ify under the definition of "mobile equip- ment" if it were not subject to a compulsory or financial responsibility law or other motor vehicle insurance law where it is licensed or principally garaged. 10. Completed Operations "Bodily injury" or "property damage" arising out of your work after that work has been com- pleted or abandoned. In this exclusion, your work means: a. Work or operations performed by you or on your behalf; and b. Materials, parts or equipment furnished in connection with such work or operations. Your work includes warranties or representa- tions made at any time with respect to the fit- ness, quality, durability or performance of any of the items included in Paragraph a. or b. above. Your work will be deemed completed at the earliest of the following times: (1) When all of the work called for in your contract has been completed. (2) When all of the work to be done at the site has been completed if your contract calls for work at more than one site. (3) When that part of the work done at a job site has been put to its intended use by any person or organization other than another contractor or subcontractor working on the same project. Page 4 of 12 0 Insurance Services Office, Inc., 2009 CA 00 01 03 10 Work that may need service, maintenance, cor- rection, repair or replacement, but which is otherwise complete, will be treated as com- pleted. 11. Pollution "Bodily injury" or "property damage" arising out of the actual, alleged or threatened discharge, dispersal, seepage, migration, release or es- cape of "pollutants": a. That are, or that are contained in any prop- erty that is: (1) Being transported or towed by, handled or handled for movement into, onto or from the covered "auto'; (2) Otherwise in the course of transit by or on behalf of the "insured'; or (3) Being stored, disposed of, treated or processed in or upon the covered "au- to b. Before the "pollutants" or any property in which the "pollutants" are contained are moved from the place where they are ac- cepted by the "insured" for movement into or onto the covered "auto"; or c. After the "pollutants" or any property in which the "pollutants" are contained are moved from the covered "auto" to the place where they are finally delivered, disposed of or abandoned by the "insured". Paragraph a. above does not apply to fuels, lu- bricants, fluids, exhaust gases or other similar "pollutants" that are needed for or result from the normal electrical, hydraulic or mechanical functioning of the covered "auto" or its parts, if: (1) The "pollutants" escape, seep, migrate or are discharged, dispersed or released directly from an "auto" part designed by its manufacturer to hold, store, receive or dispose of such "pollutants"; and (2) The "bodily injury", "property damage" or "covered pollution cost or expense" does not arise out of the operation of any equipment listed in Paragraphs 6.b. and 6.c. of the definition of "mobile equipment". Paragraphs b. and c. above of this exclusion do not apply to "accidents" that occur away from premises owned by or rented to an "in- sured" with respect to "pollutants" not in or upon a covered "auto" if: (a) The "pollutants" or any property in which the "pollutants" are contained are upset, overturned or damaged as a result of the maintenance or use of a covered "auto"; and (b) The discharge, dispersal, seepage, mi- gration, release or escape of the "pollut- ants" is caused directly by such upset, overturn or damage. 12. War "Bodily injury" or "property damage" arising di- rectly or indirectly out of: a. War, including undeclared or civil war; b. Warlike action by a military force, including action in hindering or defending against an actual or expected attack, by any govern- ment, sovereign or other authority using military personnel or other agents; or c. Insurrection, rebellion, revolution, usurped power or action taken by governmental au- thority in hindering or defending against any of these. 13. Racing Covered "autos" while used in any professional or organized racing or demolition contest or stunting activity, or while practicing for such contest or activity. This insurance also does not apply while that covered "auto" is being prepared for such a contest or activity. C. Limit Of Insurance Regardless of the number of covered "autos", "in- sureds", premiums paid, claims made or vehicles involved in the "accident", the most we will pay for the total of all damages and "covered pollution cost or expense" combined resulting from any one "accident" is the Limit of Insurance for Liability Coverage shown in the Declarations. CA 00 01 03 10 © Insurance Services Office, Inc., 2009 Page 6 of 12 All "bodily injury", "property damage" and "covered pollution cost or expense" resulting from continu- ous or repeated exposure to substantially the same conditions will be considered as resulting from one "accident". No one will be entitled to receive duplicate pay- ments for the same elements of "loss" under this coverage form and any Medical Payments Cover- age endorsement, Uninsured Motorists Coverage endorsement or Underinsured Motorists Coverage endorsement attached to this Coverage Part. SECTION III — PHYSICAL DAMAGE COVERAGE A. Coverage 1. We will pay for "loss" to a covered "auto" or its equipment under: a. Comprehensive Coverage From any cause except: (1) The covered "auto's" collision with an- other object; or (2) The covered "auto's" overturn. b. Specified Causes Of Loss Coverage Caused by: (1) Fire, lightning or explosion; (2) Theft; (3) Windstorm, hail or earthquake; (4) Flood; (5) Mischief or vandalism; or (6) The sinking, burning, collision or derail- ment of any conveyance transporting the covered "auto". c. Collision Coverage Caused by: (1) The covered "auto's" collision with an- other object; or (2) The covered "auto's" overturn. 2. Towing We will pay up to the limit shown in the Decla- rations for towing and labor costs incurred each time a covered "auto" of the private pas- senger type is disabled. However, the labor must be performed at the place of disablement. 3. Glass Breakage — Hitting A Bird Or Animal — Falling Objects Or Missiles If you carry Comprehensive Coverage for the damaged covered "auto", we will pay for the following under Comprehensive Coverage: a. Glass breakage; c. "Loss" caused by failing objects or missiles. However, you have the option of having glass breakage caused by a covered "auto's" colli- sion or overturn considered a "loss" under Col- lision Coverage. 4. Coverage Extensions a. Transportation Expenses We will pay up to $20 per day to a maxi- mum of $600 for temporary transportation expense incurred by you because of the to- tal theft of a covered "auto" of the private passenger type. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes Of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending, regardless of the policy's expi- ration, when the covered "auto" is returned to use or we pay for its "loss". b. Loss Of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" be- comes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or agreement. We will pay for loss of use ex- penses if caused by: (1) Other than collision only if the Declara- tions indicate that Comprehensive Cov- erage is provided for any covered "au- to (2) Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered "auto'; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto". However, the most we will pay for any ex- penses for loss of use is $20 per day, to a maximum of $600. B. Exclusions 1. We will not pay for "loss" caused by or resulting from any of the following. Such "loss" is ex- cluded regardless of any other cause or event that contributes concurrently or in any se- quence to the "loss". a. Nuclear Hazard (1) The explosion of any weapon employing atomic fission or fusion; or b. "Loss" caused by hitting a bird or animal; (2) Nuclear reaction or radiation, or radioac- and tive contamination, however caused. Page 6 of 12 © Insurance Services Office, Inc., 2009 CA 00 01 03 10 b. War Or Military Action (1) War, including undeclared or civil war; (2) Warlike action by a military force, includ- ing action in hindering or defending against an actual or expected attack, by any government, sovereign or other au- thority using military personnel or other agents; or (3) Insurrection, rebellion, revolution, usurped power or action taken by gov- ernmental authority in hindering or de- fending against any of these. 2. We will not pay for "loss" to any covered "auto" while used in any professional or organized racing or demolition contest or stunting activity, or while practicing for such contest or activity. We will also not pay for "loss" to any covered "auto" while that covered "auto" is being pre- pared for such a contest or activity. 3. We will not pay for "loss" due and confined to: a. Wear and tear, freezing, mechanical or electrical breakdown. b. Blowouts, punctures or other road damage to tires. This exclusion does not apply to such "loss" resulting from the total theft of a covered "au- to". 4. We will not pay for "loss" to any of the follow- ing: a. Tapes, records, discs or other similar audio, visual or data electronic devices designed for use with audio, visual or data electronic equipment. b. Any device designed or used to detect speed -measuring equipment such as radar or laser detectors and any jamming appara- tus intended to elude or disrupt speed - measurement equipment. c. Any electronic equipment, without regard to whether this equipment is permanently in- stalled, that reproduces, receives or trans- mits audio, visual or data signals. d. Any accessories used with the electronic equipment described in Paragraph c. above. 5. Exclusions 4.c. and 4.d. do not apply to equipment designed to be operated solely by use of the power from the "auto's" electrical system that, at the time of "loss", is: a. Permanently installed in or upon the cov- ered "auto"; b. Removable from a housing unit which is permanently installed in or upon the cov- ered "auto"; c. An integral part of the same unit housing any electronic equipment described in Pa- ragraphs a. and b. above; or d. Necessary for the normal operation of the covered "auto" or the monitoring of the covered "auto's" operating system. 6. We will not pay for "loss" to a covered "auto" due to "diminution in value". C. Limit Of Insurance 1. The most we will pay for "loss" in any one "ac- cident" is the lesser of: a. The actual cash value of the damaged or stolen property as of the time of the "loss'; or b. The cost of repairing or replacing the dam- aged or stolen property with other property of like kind and quality. 2. $1,000 is the most we will pay for "loss" in any one "accident" to all electronic equipment that reproduces, receives or transmits audio, visual or data signals which, at the time of "loss", is: a. Permanently installed in or upon the cov- ered "auto" in a housing, opening or other location that is not normally used by the "auto" manufacturer for the installation of such equipment; b. Removable from a permanently installed housing unit as described in Paragraph 2.a. above or is an integral part of that equip- ment; or c. An integral part of such equipment. 3. An adjustment for depreciation and physical condition will be made in determining actual cash value in the event of a total "loss". 4. If a repair or replacement results in better than like kind or quality, we will not pay for the amount of the betterment. D. Deductible For each covered "auto", our obligation to pay for, repair, return or replace damaged or stolen prop- erty will be reduced by the applicable deductible shown in the Declarations. Any Comprehensive Coverage deductible shown in the Declarations does not apply to "loss" caused by fire or lightning. CA 00 01 03 10 © Insurance Services Office, Inc., 2009 Page 7 of 12 SECTION IV — BUSINESS AUTO CONDITIONS The following conditions apply in addition to the Common Policy Conditions: A. Loss Conditions 1. Appraisal For Physical Damage Loss If you and we disagree on the amount of "loss", either may demand an appraisal of the "loss". In this event, each party will select a competent appraiser. The two appraisers will select a competent and impartial umpire. The apprais- ers will state separately the actual cash value and amount of "loss". If they fail to agree, they will submit their differences to the umpire. A decision agreed to by any two will be binding. Each party will: a. Pay its chosen appraiser; and b. Bear the other expenses of the appraisal and umpire equally. If we submit to an appraisal, we will still retain our right to deny the claim. 2. Duties In The Event Of Accident, Claim, Suit Or Loss We have no duty to provide coverage under this policy unless there has been full compli- ance with the following duties: a. In the event of "accident", claim, "suit" or "loss", you must give us or our authorized representative prompt notice of the "acci- dent" or "loss". Include: (1) How, when and where the "accident" or "loss" occurred; (2) The "insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. b. Additionally, you and any other involved "insured" must: (1) Assume no obligation, make no pay- ment or incur no expense without our consent, except at the "insured's" own cost. (2) Immediately send us copies of any re- quest, demand, order, notice, summons or legal paper received concerning the claim or "suit". (3) Cooperate with us in the investigation or settlement of the claim or defense against the "suit". (4) Authorize us to obtain medical records or other pertinent information. (5) Submit to examination, at our expense, by physicians of our choice, as often as we reasonably require. c. If there is "loss" to a covered "auto" or its equipment you must also do the following: (1) Promptly notify the police if the covered "auto" or any of its equipment is stolen. (2) Take all reasonable steps to protect the covered "auto" from further damage. AI - so keep a record of your expenses for consideration in the settlement of the claim. (3) Permit us to inspect the covered "auto" and records proving the "loss" before its repair or disposition. (4) Agree to examinations under oath at our request and give us a signed statement of your answers. 3. Legal Action Against Us No one may bring a legal action against us un- der this coverage form until: a. There has been full compliance with all the terms of this coverage form; and b. Under Liability Coverage, we agree in writ- ing that the "insured" has an obligation to pay or until the amount of that obligation has finally been determined by judgment af- ter trial. No one has the right under this pol- icy to bring us into an action to determine the "insured's" liability. 4. Loss Payment — Physical Damage Coverages At our option we may: a. Pay for, repair or replace damaged or sto- len property; b. Return the stolen property, at our expense. We will pay for any damage that results to the "auto" from the theft; or c. Take all or any part of the damaged or sto- len property at an agreed or appraised val- ue. If we pay for the "loss", our payment will in- clude the applicable sales tax for the damaged or stolen property. 5. Transfer Of Rights Of Recovery Against Others To Us If any person or organization to or for whom we make payment under this coverage form has rights to recover damages from another, those rights are transferred to us. That person or or- ganization must do everything necessary to secure our rights and must do nothing after "accident" or "loss" to impair them. Page 8 of 12 C Insurance Services Office, Inc., 2009 CA 00 01 03 10 B. General Conditions 1. Bankruptcy Bankruptcy or insolvency of the "insured" or the "insured's" estate will not relieve us of any obli- gations under this coverage form. 2. Concealment, Misrepresentation Or Fraud This coverage form is void in any case of fraud by you at any time as it relates to this coverage form. It is also void if you or any other "in- sured", at any time, intentionally conceal or misrepresent a material fact concerning: a. This coverage form; b. The covered "auto'; c. Your interest in the covered "auto'; or d. A claim under this coverage form. 3. Liberalization If we revise this coverage form to provide more coverage without additional premium charge, your policy will automatically provide the addi- tional coverage as of the day the revision is ef- fective in your state. 4. No Benefit To Bailee — Physical Damage Coverages We will not recognize any assignment or grant any coverage for the benefit of any person or organization holding, storing or transporting property for a fee regardless of any other pro- vision of this coverage form. 6. Other Insurance a. For any covered "auto" you own, this cov- erage form provides primary insurance. For any covered "auto" you don't own, the in- surance provided by this coverage form is excess over any other collectible insurance. However, while a covered "auto" which is a "trailer" is connected to another vehicle, the Liability Coverage this coverage form pro- vides for the "trailer" is: (1) Excess while it is connected to a motor vehicle you do not own. (2) Primary while it is connected to a cov- ered "auto" you own. b. For Hired Auto Physical Damage Coverage, any covered "auto" you lease, hire, rent or borrow is deemed to be a covered "auto" you own. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". c. Regardless of the provisions of Paragraph a. above, this coverage form's Liability Coverage is primary for any liability as- sumed under an "insured contract". d. When this coverage form and any other coverage form or policy covers on the same basis, either excess or primary, we will pay only our share. Our share is the proportion that the Limit of Insurance of our coverage form bears to the total of the limits of all the coverage forms and policies covering on the same basis. 6. Premium Audit a. The estimated premium for this coverage form is based on the exposures you told us you would have when this policy began. We will compute the final premium due when we determine your actual exposures. The estimated total premium will be credited against the final premium due and the first Named Insured will be billed for the bal- ance, if any. The due date for the final pre- mium or retrospective premium is the date shown as the due, date on the bill. If the es- timated total premium exceeds the final premium due, the first Named Insured will get a refund. b. If this policy is issued for more than one year, the premium for this coverage form will be computed annually based on our rates or premiums in effect at the beginning of each year of the policy. 7. Policy Period, Coverage Territory Under this coverage form, we cover "accidents" and "losses" occurring: a. During the policy period shown in the Dec- larations; and b. Within the coverage territory. The coverage territory is: (1) The United States of America; (2) The territories and possessions of the Unit- ed States of America; (3) Puerto Rico; (4) Canada; and (6) Anywhere in the world if: (a) A covered "auto" of the private passen- ger type is leased, hired, rented or bor- rowed without a driver for a period of 30 days or less; and (b) The "insured's" responsibility to pay damages is determined in a "suit" on the merits, in the United States of America, the territories and possessions of the United States of America, Puerto Rico or Canada or in a settlement we agree to. CA 00 01 03 10 0 Insurance Services Office, Inc., 2009 Page 9 of 12 We also cover "loss" to, or "accidents" involv- ing, a covered "auto" while being transported between any of these places. 8. Two Or More Coverage Forms Or Policies Issued By Us If this coverage form and any other coverage form or policy issued to you by us or any com- pany affiliated with us applies to the same "ac- cident", the aggregate maximum Limit of Insur- ance under all the coverage forms or policies shall not exceed the highest applicable Limit of Insurance under any one coverage form or pol- icy. This condition does not apply to any cov- erage form or policy issued by us or an affili- ated company specifically to apply as excess insurance over this coverage form. SECTION V — DEFINITIONS A. "Accident" includes continuous or repeated expo- sure to the same conditions resulting in "bodily in- jury" or "property damage". B. "Auto" means: 1. A land motor vehicle, "trailer" or semitrailer de- signed for travel on public roads; or 2. Any other land vehicle that is subject to a com- pulsory or financial responsibility law or other motor vehicle insurance law where it is li- censed or principally garaged. However, "auto" does not include "mobile equip- ment". C. "Bodily injury" means bodily injury, sickness or disease sustained by a person including death re- sulting from any of these. D. "Covered pollution cost or expense" means any cost or expense arising out of: 1. Any request, demand, order or statutory or regulatory requirement that any "insured" or others test for, monitor, clean up, remove, con- tain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of, "pollut- ants'; or 2. Any claim or "suit" by or on behalf of a gov- ernmental authority for damages because of testing for, monitoring, cleaning up, removing, containing, treating, detoxifying or neutralizing, or in any way responding to, or assessing the effects of, "pollutants". "Covered pollution cost or expense" does not in- clude any cost or expense arising out of the ac- tual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of "pollut- ants": a. That are, or that are contained in any prop- erty that is: (1) Being transported or towed by, handled or handled for movement into, onto or from the covered "auto'; (2) Otherwise in the course of transit by or on behalf of the "insured'; or (3) Being stored, disposed of, treated or processed in or upon the covered "au- to b. Before the "pollutants" or any property in which the "pollutants" are contained are moved from the place where they are ac- cepted by the "insured" for movement into or onto the covered "auto'; or c. After the "pollutants" or any property in which the "pollutants" are contained are moved from the covered "auto" to the place where they are finally delivered, disposed of or abandoned by the "insured". Paragraph a. above does not apply to fuels, lu- bricants, fluids, exhaust gases or other similar "pollutants" that are needed for or result from the normal electrical, hydraulic or mechanical functioning of the covered "auto" or its parts, if: (1) The "pollutants" escape, seep, migrate or are discharged, dispersed or released directly from an "auto" part designed by its manufacturer to hold, store, receive or dispose of such "pollutants'; and (2) The "bodily injury", "property damage" or "covered pollution cost or expense" does not arise out of the operation of any equipment listed in Paragraph 6.b. or 6.c. of the definition of "mobile equipment". Page 10 of 12 ©Insurance Services Office, Inc., 2009 CA 00 0103 10 Paragraphs b. and c. above do not apply to "accidents" that occur away from premises owned by or rented to an "insured" with respect to "pollutants" not in or upon a covered "auto" if: (a) The "pollutants" or any property in which the "pollutants" are contained are upset, overturned or damaged as a result of the maintenance or use of a covered "auto"; and (b) The discharge, dispersal, seepage, mi- gration, release or escape of the "pollut- ants" is caused directly by such upset, overturn or damage. E. "Diminution in value" means the actual or per- ceived loss in market value or resale value which results from a direct and accidental "loss". F. "Employee" includes a "leased worker". "Em- ployee" does not include a "temporary worker". G. "Insured" means any person or organization quali- fying as an insured in the Who Is An Insured pro- vision of the applicable coverage. Except with re- spect to the Limit of Insurance, the coverage af- forded applies separately to each insured who is seeking coverage or against whom a claim or "suit" is brought. H. "Insured contract" means: 1. A lease of premises; 2. A sidetrack agreement; 3. Any easement or license agreement, except in connection with construction or demolition op- erations on or within 50 feet of a railroad; 4. An obligation, as required by ordinance, to in- demnify a municipality, except in connection with work for a municipality; 5. That part of any other contract or agreement pertaining to your business (including an in- demnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another to pay for "bodily injury" or "property damage" to a third party or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement; 6. That part of any contract or agreement entered into, as part of your business, pertaining to the rental or lease, by you or any of your "employ- ees", of any "auto". However, such contract or agreement shall not be considered an "insured contract" to the extent that it obligates you or any of your "employees" to pay for "property damage" to any "auto" rented or leased by you or any of your "employees". An "insured contract" does not include that part of any contract or agreement: a. That indemnifies a railroad for "bodily injury" or "property damage" arising out of con- struction or demolition operations, within 50 feet of any railroad property and affecting any railroad bridge or trestle, tracks, road- beds, tunnel, underpass or crossing; b. That pertains to the loan, lease or rental of an "auto" to you or any of your "employ- ees", if the "auto" is loaned, leased or rented with a driver; or c. That holds a person or organization en- gaged in the business of transporting prop- erty by "auto" for hire harmless for your use of a covered "auto" over a route or territory that person or organization is authorized to serve by public authority. I. "Leased worker" means a person leased to you by a labor leasing firm under an agreement between you and the labor leasing firm to perform duties re- lated to the conduct of your business. "Leased worker" does not include a "temporary worker". J. "Loss" means direct and accidental loss or dam- age. K. "Mobile equipment" means any of the following types of land vehicles, including any attached ma- chinery or equipment: 1. Bulldozers, farm machinery, forklifts and other vehicles designed for use principally off public roads; 2. Vehicles maintained for use solely on or next to premises you own or rent; 3. Vehicles that travel on crawler treads; 4. Vehicles, whether self-propelled or not, main- tained primarily to provide mobility to perma- nently mounted: a. Power cranes, shovels, loaders, diggers or drills; or b. Road construction or resurfacing equipment such as graders, scrapers or rollers; 5. Vehicles not described in Paragraph 1., 2., 3. or 4. above that are not self-propelled and are maintained primarily to provide mobility to per- manently attached equipment of the following types: a. Air compressors, pumps and generators, including spraying, welding, building clean- ing, geophysical exploration, lighting and well -servicing equipment; or b. Cherry pickers and similar devices used to raise or lower workers; or CA 00 01 03 10 © Insurance Services Office, Inc., 2009 Page 11 of 12 6. Vehicles not described in Paragraph 1., 2., 3. M. "Property damage" means damage to or loss of or 4. above maintained primarily for purposes use of tangible property. other than the transportation of persons or car- N. "Suit" means a civil proceeding in which: go. However, self-propelled vehicles with the following types of permanently attached 1. Damages because of "bodily injury" or "prop - equipment are not "mobile equipment" but will erty damage'; or be considered "autos": 2. A "covered pollution cost or expense'; a. Equipment designed primarily for: to which this insurance applies, are alleged. (1) Snow removal; "Suit" includes: (2) Road maintenance, but not construction a. An arbitration proceeding in which such or resurfacing; or damages or "covered pollution costs or ex- (3) Street cleaning; penses" are claimed and to which the "in- b. Cherry pickers and similar devices mounted sured" must submit or does submit with our consent; or on automobile or truck chassis and used to raise or lower workers; and b. Any other alternative dispute resolution proceeding in which such damages or c. Air compressors, pumps and generators, covered pollution costs or expenses are including spraying, welding, building clean- claimed and to which the insured submits ing, geophysical exploration, lighting or with our consent. well -servicing equipment. O. "Temporary worker' means a person who is fur - However, "mobile equipment" does not include Wished to you to substitute for a permanent "em- land vehicles that are subject to a compulsory or financial responsibility law or other motor vehicle oyee on leave or to meet seasonal or short-term w insurance law where it is licensed or principally ga- raged. Land vehicles subject to a compulsory or P. "Trailer' includes semitrailer. financial responsibility law or other motor vehicle insurance law are considered "autos". L. "Pollutants" means any solid, liquid, gaseous or thermal irritant or contaminant, including smoke, vapor, soot, fumes, acids, alkalis, chemicals and waste. Waste includes materials to be recycled, reconditioned or reclaimed. Page 12 of 12 ©Insurance Services Office, Inc., 2009 CA 00 01 03 10 9 Additional Insured —Automatic — Owners, Lessees Or ZURICH Contractors Policy No. I Eff. Date of Pol. I Exp. Date of Pol. I Eff. Date of End. I Producer No. I AddT Prem Return Prem. LO 0269604-01 7-01-12 7-01-13 7-01-12 2008-000 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: UniTek Global Services, Inc. Address (including ZIP Code): 1777 Sentry Parkway West Gwynedd Hall, Suite 302 Blue Bell, PA 19422 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section II — Who Is An Insured is amended to include as an insured any person or organization who you are required to add as an additional insured on this policy under a written contract or written agreement. B. The insurance provided to the additional insured person or organization applies only to "bodily injury", "property damage" or "personal and advertising injury" covered under Section I — Coverage A — Bodily Injury And Property Damage Liability and Section I — Coverage B — Personal And Advertising Injury Liability, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf, and resulting directly from your ongoing operations or "your work" as included in the "products -completed operations hazard", which is the subject of the written contract or written agreement. C. However, regardless of the provisions of Paragraphs A. and B. above: 1. We will not extend any insurance coverage to any additional insured person or organization: a. That is not provided to you in this policy; or b. That is any broader coverage than you are required to provide to the additional insured person or organization in the written contract or written agreement; and 2. We will not provide Limits of Insurance to any additional insured person or organization that exceed the lower of: a. The Limits of Insurance provided to you in this policy; or b. The Limits of Insurance you are required to provide in the written contract or written agreement. D. The insurance provided to the additional insured person or organization does not apply to: "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering or failure to render any professional architectural, engineering or surveying services including: 1. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and 2. Supervisory, inspection, architectural or engineering activities. U-GL-1175-0 CW (10/11) Page 1 of 2 Includes copyrighted material of Insurance Services Office, Inc., with its permission. E. The additional insured must see to it that: 1. We are notified as soon as practicable of an 'occurrence" or offense that may result in a claim; 2. We receive written notice of a claim or "suit" as soon as practicable; and 3. A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured, if the written contract or written agreement requires that this coverage be primary and non-contributory. F. For the coverage provided by this endorsement: 1. The following paragraph is added to Paragraph 4.a. of the Other Insurance Condition of Section IV — Commercial General Liability Conditions: This insurance is primary insurance as respects our coverage to the additional insured person or organization, where the written contract or written agreement requires that this insurance be primary and non-contributory with respect to any other policy upon which the additional insured is a Named Insured. In that event, we will not seek contribution from any other such insurance policy available to the additional insured on which the additional insured person or organization is a Named Insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition of Section IV —Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same 'occurrence", offense, claim or "suit'. This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. G. This endorsement does not apply to an additional insured which has been added to this policy by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. All other terms and conditions of this policy remain unchanged. U-GL-1175-D CW (10/11) Page 2 of 2 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 9 ZURICH Waiver Of Transfer Of Rights Of Recovery Against Others To Us olicy No. ".. Date of Pot.. xp. Date of Pot. ff. Date of End. gency No. MI. Prem Retum Prem. AP 0269605-01 �7-0 1 -12 7-01-13 7-01-12 2008-000 This endorsement is issued by the company named in the Declarations. It changes the policy on the effective date listed above at the hour stated in the Declarations. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: UniTek Global Services, Inc. Address (including ZIP code): 1777 Sentry Parkway West Gwynedd Hall, Suite 302 Blue Bell, PA 19422 This endorsement modifies insurance provided under the: Business Auto Coverage Form Truckers Coverage Form Garage Coverage Form Motor Carrier Coverage Form SCHEDULE Name of Person or Organization: Only those persons or organizations for whom you are required to waive your rights of recovery under the terms of a written contract. We waive any right of recovery we may have against the designated person or organization shown in the schedule because of payments we make for injury or damage caused by an "accident" or "loss" resulting from the ownership, maintenance, or use of a covered "auto" for which a Waiver of Subrogation is required in conjunction with work performed by you for the designated person or organization. The waiver applies only to the designated person or organization shown in the schedule. Countersigned: Authorized Representative Date: U-CA-320-B CW (4/94) Page I of I Waiver Of Subrogation (Blanket) Endorsement 0 ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer AMA. Prem Return Prem. LO 0269604-01 7-01-12 7-01-13 7-01-12 2008-000 $ $ THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part Where required by written contract prior to a loss The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: If you are required by a written contract or agreement, which is executed before a loss, to waive your rights of recovery from oth- ers, we agree to waive our rights of recovery. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. U-GL-925-B CW (12/01) Page 1 of I Endorsement 0 ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer I AddT Prem Return Prem. BAP 0269605-01 07-01-12 1 07-01-13 1 07-01-12 1 0200"00 $ $ THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED Name of Person or Organization: Any Person or Organization as required by written contract Description of Contract: Where required by written contract prior to a loss WHO IS AN INSURED is changed to include as an "insured" the person or organization named above for "bodily injury" or "property damage" arising out of the use of a covered "auto" while the covered "auto" is being used pursuant to a contract described in the schedule. However, the person or organization named above is an "insured" only for "bodily injury" or "property damage" resulting from the acts or omissions of: You; 2. Any of your employees or agents; or 3. Any person, except the employee or agent of the person or organization named above, operating a covered "auto" with the permission of any of the above. U-CA-388-A (07-94) Page 1 of 1 CERTIFICATE OF INSURANCE TO: CITY OF LUBBOCK DATE: P.O. BOX 2000, Room 204 LUBBOCK, TX 79457 TYPE OF PROJECT: THIS IS TO CERTIFY THAT (Name and Address of Insured) is, at the date of this certificate, insured by this Company with respect to the business operations hereinafter described, for the typed of insurance and in accordance with the provisions of the standard policies used by this company, the further hereinafter described. Exceptions to standard policy noted hereon. TYPE OF INSURANCE POLICY NUMBER EFFECTIVE EFFECTIVE LIMITS DATE DATE GENERAL LIABILITY Commercial General Liability General Aggregate $ ❑ Claims Made Products-Comp/Op AGG $ Occurrence Personal & Adv. Injury $ ❑ Owner's & Contractors Protective Each Occurrence $ ❑ Fire Damage (Any one Fire) $ $ Med Exp (Any one Person) AUTOMOTIVE LIABILITY Any Auto Combined Single Limit $ ❑ All Owned Autos Bodily Injury (Per Person) $ 11 Scheduled Autos Bodily Injury (Per Accident) $ ❑ Hired Autos Property Damage $ iJ Non -Owned Autos 11 GARAGE LIABILITY EJ Any Auto Auto Only - Each Accident $ Other than Auto Only: Each Accident $ Aggregate $ BUILDER'S RISK 100% of the Total Contract Price $ INSTALLATIONFLOATER $ EXCESS LIABILITY ❑ Umbrella Form Each Occurrence $ Aggregate $ El Other Than Umbrella Form $ WORKERS COMPENSATIONAND EMPLOYERS' LIABILITY The Proprietor/ ❑ Included Statutory Limits Partners/Executive ❑ Excluded Each Accident $ Offices are: Disease Policy Limit $ Disease -Each Employee $ OTHER The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or canceled by the insurer in less than the legal time required after the insured has received written notice of such change or cancellation, or in case there is no legal requirement, in less than five days in advance of cancellation. FIVE COPIES OF THE CERTIFICATE OF INSURANCE (Name of Insurer) MUST BE SENT TO THE CITY OF LUBBOCK By: Title: (-, The Insurance Certificates Furnished shall name the City of Lubbock as Additional Insured on Auto /General Liability and provide a Waiver of Subrogation in favor of the City of Lubbock. 1T SHALL BE THE CONTRACTOR'S. THE t._ < ADDITIONAL INSURED ENDORSEMENT SHALL INCLUDE PRODUCTS AND COMPLETE OPERATIONS. t.a CONTRACTORCHECKLIST A CONTRACTOR SHALL: (1) provide coverage for its employees providing services on a project, for the duration of the project based on proper reporting of classification codes and payroll amounts and filling of any coverage agreements; (2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to beginning work on the project; (3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project; (4) obtain from each person providing services on a project, and provide to the governmental entity: (A) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (B) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (6) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (7) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Act or other commission rules. This notice must be printed in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERFICATE OF INSURANCE ALONG WITH A COPY OF THE ADDITIONAL INSURED ENDORSEMENT. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF LUBBOCK AS A ADDITIONAL INSURED ON AUTO/GENERAL LIABILITY ON A PRIMARY AND NON CONTRIBUTORY BASIS TO INCLUDE PRODUCT-COMP/OP AND PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK AS REQUIRED BELOW, OR IN THE ALTERNATIVE, SHALL BE ACCOMPANIED BY A STATEMENT FROM THE CONTRACTOR TO THE EFFECT THAT NO WORK ON THIS PARTICULAR PROJECT SHALL BE SUBCONTRACTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE DOCUMENTS INCLUDING WORKER'S COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR. THE ADDITIONAL INSURED ENDORSEMENT SHALL INCLUDE PRODUCTS AND COMPLETE OPERATIONS. 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 512-305-7238 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 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. m , 0 PAGE INTENTIONALLY LEFT BLANK CONTRACT PAGE INTENTIONALLY LEFT BLANK CONTRACT 10837 STATE OF TEXAS COUNTY OF LUBBOCK THIS AGREEMENT, made and entered into this 11th day of October, 2012, 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 Advanced Communications USA 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 12-10837-CI, Rehabilitation of Existing Sanitary Sewer Pipeline 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 Conditions of Agreement. Advanced Communications USA Ine.'s bid dated September 12, 2012 is incorporated into and made a part of this 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. CONTRACTOR: COMPLETE ADDRESS: Company A/�/A,v�c-� �or�is�Idyi�+�9Tivcis4,T.✓e Address / 7j es"V;- s-'P1,e>Aie., v WEST '6- 3oa City, State, Zip UGUGr ff �c ATTEST: t W00/2& /vIr. Corporate Secr ary 0 CITY OF LUBBO ER): By: Glen C. ertson, ayor 1 ATXEST: Rebe ca Garza, City Secretary ,TO CONTENT: Water Utililies Engineer Marsha Reed, P.E., Chief Operating Officer AP D AS TO FORM: /; City Attorney PAGE INTENTIONALLY LEFT BLANK GENERAL CONDITIONS OF THE AGREEMENT r PAGE INTENTIONALLY LEFT BLANK GENERAL CONDITIONS OF THE AGREEMENT 1. 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 Advanced Communications USA, Inc., who has agreed to perform the work embraced in this contract, or their legal representative. 3. OWNER'S REPRESENTATIVE Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as referring to, City of Lubbock, or its representative John Turpin, P.E., Chief Water Utilities Engineer, so designated who shall inspect constructions; or to such other representatives, supervisors, architects, engineers, or inspectors as may be authorized by said Owner to act in any particular manner under this agreement. Engineers, supervisors or inspectors shall act for the Owner under the direction of Owner's Representative, but shall not directly supervise the Contractor or persons acting on behalf of the Contractor. 4. CONTRACT DOCUMENTS The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Bid, Signed Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the Agreement (if any), Specifications, Plans, Insurance Certificates, 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". t ; S. 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 shall look exclusively to Contractor for any payments due Subcontractor. The City reserves the right to approve or disapprove the selection of any subcontractor(s). 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 Office 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. r- 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 otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known, technical or trade meaning shall be held to refer such recognized standards. All work shall be done and all materials furnished in strict conformity with the contract documents. 9. SUBSTANTIALLY COMPLETED The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor miscellaneous work and adjustment. 10. LAYOUT Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative shall 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 shall not be required to snake exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor shall 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 shall 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 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 shall 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 are needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless destruction or removal by Contractor, its Subcontractors, or its employees, such stakes, marks, etc., shall be replaced by the Owner's Representative at Contractor's expense. 14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative has the authority to review all work included herein. The Owner's Representative has the authority to stop the work whenever such stoppage may be necessary to ensure the proper execution of the contract. The Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work which are to be paid for under the contract documents, and shall determine all questions in relation to said work and the construction thereof, and shall, in all cases, decide every question which may arise relative to the execution of this contract on the part of said Contractor. The decision of the Owner's Representative shall be conclusive in the absence of written objection to same delivered to Owner's Representative within fifteen (15) calendar days of any decision or direction by Owner's Representative. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 15. SUPERINTENDENCE AND INSPECTION It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from time to tune such subordinate engineers, supervisors, or inspectors as the said Owner's Representative may deem proper to inspect the materials furnished and the work done under this Agreement, and to see that said material is furnished and said work is done in accordance with the specifications therefore. The Contractor shall furnish all reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the proper inspection and examination of the work. The Contractor shall regard and obey the directions and instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and instructions are consistent with the obligations of this Agreement and accompanying plans and specifications provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or inspector, the Contractor may within fifteen (15) calendar days make written appeal to the Owner's Representative for its decision. In the absence of timely written objection by Contractor, as provided herein, any and all objection or objections shall be deemed waived. 16. CONTRACTOR'S DUTY AND SUPERINTENDENCE The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to Owner's Representative. The superintendent shall represent the Contractor in its absence and all directions given to superintendent shall be binding as if given to the Contractor. It is expressly agreed that adequate supervision by competent and reasonable representatives of the Contractor is essential to the proper performance of the work and lack of such supervision shall be grounds for suspending operations of the Contractor. The work, from its commencement to completion, shall be under the exclusive charge and control of the Contractor and all risk in connection therewith shall be borne by the Contractor. The Owner or Owner's Representatives shall not be responsible for the acts or omissions of the Contractor, or any subcontractors, or any of Contractor's agents or employees, or any other persons performing any of the work. 17. CONTRACTOR'S UNDERSTANDING It is understood and agreed that the Contractor has, by careful examination, satisfied itself as to the nature and location of the work, the confirmation of the ground, the character, quality and quantity of materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, and the general and local conditions, and all other matters which in any way affect the work under the contract documents. No oral agreement or conversation with any Office, agent, or employee of the Owner, or Owner's Representative either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained. Subject to the rights of Owner as set forth in Paragraph 23 hereof, all modifications and/or amendments to the contract documents, shall be in writing, and executed by Owner's Representative and Contractor. Unless otherwise specified herein, all loss, expense or damage to Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance and the prosecution of the work, shall be sustained and borne by the Contractor at its own cost and expense. 18. CHARACTER OF WORKERS The Contractor agrees to employ only orderly and competent workers, skillful in the performance in the type of work required under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform Contractor in writing that any man or men on the work, are, in Owner's Representative's sole opinion, incompetent, unfaithful, disorderly, or otherwise unacceptable to Owner or Owner's Representative, such man or men shall be discharged from the work and shall not again be employed on the work without the Owner's Representative's written consent. 19. CONSTRUCTION PLANT The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is also understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of any materials, tools, equipment or machinery or any part of the work until it is finally completed and accepted. The building of structures for the housing of men or equipment are 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 shall 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 shall 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 ineet the requirements of any such tests, inspections or approvals, and any work which meets the requirements of any such 4 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 The term "extra work" as used in this contract shall be understood to mean and include all work that may be required by the Owner or Owner's Representative to be done by the Contractor to accomplish any change, alteration or addition to the work as shown on the plans and specifications or contract documents and not covered by Contractor's bid, except as provided under Changes and Alterations herein. It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative when presented with a written work order signed by the Owner's Representative; subject, however, to the right of the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the compensation to be paid to the Contractor for performing said extra work shall be determined by the following methods: Method (A) - By agreed unit prices; or Method (B) - By agreed lump sum; or Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is commenced, then the Contractor shall be paid the lesser of the following: (1) actual field cost of the extra work, plus fifteen (15%) percent; or (2) the amount that would have been charged by a reasonable and prudent Contractor as a reasonable and necessary cost for performance of the extra work. i .. In the event said extra work be performed and paid for under Method (C)(1), then the provisions of this paragraph shall apply and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen, timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used on such extra work, plus actual transportation charges necessarily incurred, 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." No claim for extra work of any kind shall be allowed unless ordered in writing by Owner's Representative. In case any orders or instructions appear to the Contractor to involve extra work for which Contractor should receive compensation or an adjustment in the construction time, Contractor shall prior to commencement of such extra work, make written request to the Owner's Representative for a written order authorizing such extra work. Should a difference of opinion arise as to what does or does not constitute extra work or as to the payment therefore, and the Owner's Representative insists upon its performance, the Contractor shall proceed with the work after making written request for written order and shall keep adequate and accurate account of the actual field cost thereof, as provided under Method (C) (1). if Contractor does not notify Owner's Representative before the commencement of any extra work, any claim for payment due to alleged extra work shall be deemed waived. 25. DISCREPANCIES AND OMISSIONS It is further agreed that it is the intent of the contract documents that all work described in the bid, the specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that such price shall include all appurtenances necessary to complete the work in accordance with the intent of these contract documents as interpreted by Owner's Representative. Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall be given to the Owners' Representative and a clarification obtained before the bids are received, and if no such notice is received by the Owner's Representative prior to the opening of bids, then it shall be deemed that the Contractor fully understands the work to be included and has provided sufficient sums in its bid to complete the work in accordance with these plans and specifications. If Contractor does not notify Owner's Representative before bidding of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient and adequate for completion of the project. It is further agreed that any request for clarification must be submitted no later than five (5) calendar days prior to the opening of bids. 26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of work with the rate of progress required under this contract, the Owner or Owner's Representative may order the Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall comply with such order. If, at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the Contractor shall, if so ordered in writing, increase its force or equipment, or both, to such an extent as to give reasonable assurance of compliance with the schedule of progress. ; ) 3 f, 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 Offices, agents and employees against any all losses, costs, damages, expenses, liabilities, claims and/or causes of action, whether known or unknown, fixed, actual, accrued or contingent, liquidated or unliquidated, including, but not limited to, attorneys' fees and expenses, in connection with, incident to, related to, or arising out of, the Contractor's or any subcontractor's, agent's or employee's, in any manner whatsoever, omission, execution and/or supervision of this contract, and the project which is the subject matter of this contract. The safety precautions taken shall be the sole responsibility of the Contractor, in its sole discretion as an Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses, are intended as reminders to the Contractor of its duty and shall not be construed as any assumption of duty to supervise safety precautions by either the Contractor or any of its subcontractors. 28. CONTRACTOR'S INSURANCE The Contractor shall not commence work under this contract until he has obtained all insurance as required in the General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or any material change shall be provided ten (10) calendar days in advance of cancellation or change. All policies of insurance, required herein, including policies of insurance required to be provided by Contractor and its subcontractors, shall contain a waiver of any and all of the insurer's or payor's, in the event of self- insurance, rights to subrogation that any such insurer or payor, in the event of self-insurance, may acquire by virtue of payment of any loss under such insurance or self-insurance. All certificates of insurance submitted to the City in conformity with the provisions hereof shall establish such waiver. The Contractor shall procure and carry at its sole cost and expense through the life of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying each and all coverage's shall be submitted prior to contract execution. PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERTIFICATE OF INSURANCE. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF LUBBOCK AS ADDITIONAL INSURED ON AUTO/GENERAL LIABILITY ON A PRIMARY AND NON-CONTRIBUTORY BASIS TO INCLUDE PRODUCTS OF COMPLETE OPERATIONS. PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK, OR IN THE ALTERNATIVE, SHALL BE ACCOMPANIED BY A STATEMENT FROM THE CONTRACTOR TO THE EFFECT THAT NO WORK ON THIS PARTICULAR PROJECT SHALL BE SUBCONTRACTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE DOCUMENTS INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR. COPIES OF THE ENDORSEMENTS ARE REQUIRED. A. Commercial General Liability Insurance (Primary Additional Insured and Waiver of Subrogation required) The contractor shall have Comprehensive General Liability Insurance with limits of $1,000,000 Combined Single Limit in the aggregate and per occurrence to include: Products-Comp/Op AGG Personal & Adv. Injury Contractual Liability WITH XCU ENDORSEMENT B. Owner's and Contractor's Protective Liability Insurance. — NOT REQUIRED. C. Comprehensive Automobile Liability Insurance (Waiver of Subrogation Required) The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than; Bodily Injury/Property Damage, $1,000,000 Combined Single Limit, to include Any Auto. D. Builder's Risk Insurance/Installation Floater Insurance - NOT REQUIRED. E. Umbrella Liability Insurance - NOT REQUIRED. F. Worker's Compensation and Employers Liability Insurance (Waiver of Subrogation required). — Statutory Amounts Worker's Compensation Insurance covering all employees whether employed by the Contractor or any Subcontractor on the job. G. The City of Lubbock shall be named as additional insured on Auto/General Liability on a primary & non- contributory basis, to include products of completed operations endorsement, with a waiver of subrogation in favor of the City of Lubbock on all coverages. 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 shall 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 Cominission, 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 G. (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 shall provide services on the project shall 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 Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. 11. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. Proof of Coverage Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for approval five Certificates of Insurance covering each insurance policy carried and offered as evidence of compliance with the above insurance requirements, signed by an authorized representative of the insurance company setting forth: (1) The name and address of the insured. (2) The location of the operations to which the insurance applies. (3) The name of the policy and type or types of insurance in force thereunder on the date 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: 10 f, (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; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; (g) post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text provided by the commission on the sample notice, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employees " "Call the Texas Workers' Compensation Commission at 800-372-7713 or 512-804- 4000 (Lvvw.tdi.state.tx.us) 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; 11 (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 (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 Offices, agents and employees, harmless t 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, material men and furnishers of machinery and parts thereof, equipment, power tools, and supplies, incurred in the performance of this contract 12 �i E 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 i waived. 31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION The Contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letters patent or copyright by suitable legal agreement with the Patentee or owner thereof. Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the Owner, and all of its Offices, 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 Offices, 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. 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 Offices, 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 i 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 cornmenced as provided in the contract documents. 13 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 Three -Hundred Dollars ($300) Per Day, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each and every working day that the Contractor shall be in default after the time stipulated for substantially completing the work. It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the substantial completion of the work described herein is reasonable time for the completion of the same, taking into consideration the average climatic range and conditions and usual industrial conditions prevailing in this locality. The amount is fixed and agreed upon by and between the Contractor and the Owner because the actual damages the Owner would sustain in such event would be difficult and/or impossible to estimate, however, the amount agreed upon herein is a reasonable forecast of the amount necessary to render just compensation to Owner, and is expressly agreed to be not disproportionate to actual damages as measured at time of breach. IT IS FURTHER AGREED AND UNDERSTOOD BETWEEN THE CONTRACTOR AND OWNER THAT TIME IS OF THE ESSENCE OF THIS CONTRACT. 35. TIME AND ORDER OF COMPLETION It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall be allowed to prosecute its work at such time and sessions, in such order of precedence, and in such manner as shall be most conductive to economy of construction; provided, however, that the order and time of prosecution shall be such that the work shall be substantially completed as a whole and in part, in accordance with this contract, the plans and specifications, and within the time of completion designated in the bid; provided, also, that when the Owner is having other work done, either by contract or by its own force, the Owner's Representative may direct the time and manner of constructing work done under this contract so that conflicts will be avoided and the construction of the various works being done for the Owner shall be harmonized. The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative, schedules which shall show the order in which the Contractor intends to carry on the work, with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts. 36. TIME OF PERFORMANCE The Contractor agrees that it has submitted its bid in full recognition of the time required for the completion of this project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and has considered the liquidated damage provisions of paragraph 34 hereinabove set forth and expressly agrees that it shall not be entitled to, nor will it request, an extension of time on this contract, except when its work has been delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors employed by the Owner, or by changes ordered in the work, or by strike, walkouts, acts of God or the public enemy, fire or flood. Any request for extension shall be in writing with the written request for same setting forth all justifications, in detail, for the request, and submitted to Owner's Representative within twenty (20) calendar days of the occurrence of the event causing said delay. A failure by Owner's Representative to affirmatively grant the extension no later than twenty (20) calendar days of written submission by Contractor shall be deemed a denial, and final. Further, in the absence of timely written notification of such delay and request for extension, as provided herein, any request for extension by Contractor shall be deemed waived. 37. HINDRANCE AND DELAYS In executing the contract, the Contractor agrees that in undertaking to complete the work within the time herein fixed, Contractor has taken into consideration and made allowances for all hindrances and delays incident to such work, whether growing out of delays due to unusual and unanticipated circumstances, difficulties or delays in securing material or workmen, or any other cause or occurrence. No charge shall be made by the Contractor for i hindrance or delays from any cause during the progress of any part of the work embraced in this contract except i 14 a � 1._.. 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 unit 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 Offices, agents and employees, _ against any and all claims or damages due to any injury to any adjacent or adjoining property, related to, arising from or growing out of the perfonnance 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 materials embraced in this contract in full conformity with the specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the bid proposal attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to receive such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all expenses incurred by Contractor and for well and truly performing the same and the whole thereof in the manner and according to this agreement, the attached specifications, plans, contract documents and requirements of Owner's Representative. 41. PAYMENTS No payments made or certificates given shall be considered as conclusive evidence of the performance of the contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of defective work. Contractor shall at any time requested during the progress of the work furnish the Owner or Owner's Representative with a verifying certificate showing the Contractor's total outstanding indebtedness in connection with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by Contractor of final payment of the contract price shall constitute a waiver of all claims against Owner, Owner's agents and employees, which have not theretofore been timely filed as provided in this contract. 42. PARTIAL PAYMENTS 15 l On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application p' for partial payment or, if the Contractor does not submit such application, the Owner's Representative shall detennine the amount to be partially paid. Owner's Representative shall review said application for partial payment if submitted, and the progress of the work made by the Contractor and if found to be in order, shall prepare a certificate for partial payment showing as completely as practical the total value of the work done by the Contractor up to and including the last day of the preceding month. The determination of the partial payment by the Owner's Representative shall be in accordance with Paragraph 14 hereof. The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the Owner's Representative's Certificate of Partial Payment, less 5% of the amount thereof, which 5% shall be retained until final payment, and further, less all previous payments and all further sums that may be retained by Owner under the terms of the contract documents. Any partial payment made hereunder shall not constitute a waiver by the Owner of any and all other rights to enforce the express terms of the contract documents, and all remedies provided therein, as to any and all work performed, to be performed and/or materials delivered hereunder, including, but limited to, work to which said partial payment is attributable. 43. SUBSTANTIAL COMPLETION Contractor shall give Owner's Representative written notice of substantial completion. Within thirty-one (31) working days after the Contractor has given the Owner's Representative written notice that the work has been substantially completed, the Owner's Representative and/or the Owner shall inspect the work and within said time, if the work be found to be substantially completed in accordance with the contract documents, the Owner's Representative shall issue to the Owner and Contractor a certificate of substantial completion. Notwithstanding the issuance of a certificate of substantial completion, Contractor shall proceed with diligence to finally complete the work within the time provided in this contract. 44. FINAL COMPLETION AND PAYMENT The Contractor shall give written notice to Owner's Representative of final completion. Upon written notice of final completion, the Owner's Representative shall proceed to make final measurement to determine whether final completion has occurred. If the Owner's Representative determines final completion has occurred, Owner's Representative shall so certify to the Owner. Upon certification by Owner's Representative of final completion, Owner shall pay to the Contractor on or before the 31 st working day after the date of certification of final completion, the balance due Contractor under the terms of this agreement. Neither the certification of final completion nor the final payment, nor any provisions in the contract documents shall relieve the Contractor of the obligation for fulfillment of any warranty which may be required in the contract documents and/or any warranty or warranties implied by law or otherwise. 45. CORRECTION OF WORK Contractor shall promptly remove from Owner's premises all materials condemned by the Owner's Representative on account of failure to conform to the contract documents, whether actually incorporated in the work or not, and Contractor shall at its own expense promptly replace such condemned materials with other materials conforming to the requirements of the contract documents. Contractor shall also bear the expense of restoring all work of other contractors damaged by any such removal or replacement. If Contractor does not remove and replace any such condemned work within a reasonable time after a written notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense. Neither the final payment, nor certification of final completion or substantial completion, nor any provision in the j 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. 16 i� 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) Damage to another contractor. When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, in the amount withheld, payment shall be made for amounts withheld because of them. 47. CLAIM OR DISPUTE It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in writing and filed with the Owner's Representative within fifteen (15) calendar days after the Owner's Representative has given any direction, order or instruction to which the Contractor desires to take exception. Timely written notice of dispute as provided in this contract of any decision by Owner's Representative or Owner shall be a condition precedent to the bringing and/or assertion of any action or claim by Contractor of any right under this Contract. If the matters set forth in the notice of dispute are not granted or otherwise responded to by Owner's Representative within fifteen (15) calendar days of receipt of notice of dispute by Owner's Representative, said objections shall be deemed denied. Any decision by the Owner's Representative, or deemed denial by the Owner's Representative, shall be final and conclusive in the absence of fraud. It is further agreed that the acceptance by the Contractor of the final payment shall be a bar to any and all claims of the Contractor, and constitute a waiver of the right to assert any claim against Owner, Owner's agents and employees and Owner's Representative, by Contractor. 48. NON-COMPLIANCE AND/OR ABANDONMENT BY CONTRACTOR In case the Contractor should (1) abandon and fail or refuse to resume work within fifteen (15) calendar days after written notification from the Owner or the Owner's Representative, or (2) if the Contractor fails to comply with - the written orders of the Owner's Representative, when such orders are consistent with this contract, then the Surety on the bond shall be notified in writing and directed to complete the work and a copy of said notice shall ' be delivered to the Contractor. In the event a bond is not required by law, or otherwise obtained by the Contractor, no further notice of such non-compliance to Contractor shall be required. After receiving said notice of abandonment or non-compliance , the Contractor shall not remove from the work any machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment under the contract for work, may be held for use on the work by the Owner or the Surety of the Contractor, or another contractor, in completion of the work; and the Contractor shall not receive any rental or credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for under paragraph 24 of this contract); it being understood that the use of such equipment and materials will ultimately reduce the cost to complete the work and be reflected in the final settlement. In the event the Contractor, or Surety, whichever is applicable, should fail to commence compliance with the notice hereinbefore provided within ten (10) calendar days after service of such notice, and/or shall fail to proceed with diligence to complete the project as contemplated and in compliance with all terms and provisions of the contract documents, then the Owner may exercise any and all remedies available to it pursuant to law, contract, equity or otherwise, including, but not limited to, providing for completion of the work in either of the following elective manners: (a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and supplies as said Owner may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said Contractor, and the expense so charged shall be deducted and paid by the Owner out of such moneys as may be due, or that may thereafter at any time 17 4 become due to the Contractor under and by virtue of this Agreement. In case such expense is less than } the sum which would have been payable under this contract, if the same had been completed by the Contractor, then said Contractor shall receive the difference. In case such expense is greater than the sum which would have been payable under this contract, if the same had been completed by said Contractor, then the Contractor and/or its Surety shall pay the amount of such excess to the Owner; or (b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper having a general circulation in the County of location of the work, may let the contract for the completion of the work under substantially the same terms and conditions which are provided in this contract. In case of any increase in cost to the Owner under the new contract as compared to what would have been the cost under this contract, such increase shall be charged to the Contractor and the Surety shall be and remain bound therefore. Should the cost to complete any such new contract prove to be less than that which would have been the cost to complete the work under this contract, the Contractor or his Surety shall be credited therewith. In the event the Owner's Representative elects to complete the work, as described above, when the work shall have been finally completed, the Contractor and his Surety shall be so notified and certification of completion as provided in paragraph 44 hereinabove set forth, shall be issued. A complete itemized statement of the contract accounts, certified to by Owner's Representative as being correct shall then be prepared and delivered to Contractor and his Surety, if applicable, whereon the Contractor or his Surety, or the Owner as the case may be, shall pay the balance due as reflected by said statement within 30 days after the date of certification of completion. In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract, or when the Contractor and/or his Surety, if applicable, shall pay the balance shown to be due by them to the Owner, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over to the Contractor and/or his Surety, if applicable. Should the cost to complete the work exceed the contract price, and the Contractor and/or his Surety, if applicable, fail to pay the amount due the Owner within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials shall be mailed to the Contractor and his Surety, if applicable, at the respective addresses designated in this contract; provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the Contractor and his Surety, if applicable, subject only to the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) calendar days from the date of said notice the Owner may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the Contractor and his Surety, if applicable. Such sale may be made at either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any machinery, equipment, tools, materials, or supplies that remain on the jobsite and belong to persons other than the Contractor or his Surety, if applicable, to their proper owners. The remedies provided to Owner by law, equity, contract, or otherwise, shall be cumulative, to the extent permitted by law. It is expressly agreed and understood that the exercise by Owner of the remedies provided in this paragraph shall not constitute an election of remedies on the part of Owner, and Owner, irrespective of its exercise of remedies hereunder, shall be entitled to exercise concurrently or otherwise, any and all other remedies available to it, by law, equity, contract or otherwise, including but not limited to, liquidated damages, as provided in paragraph 34, hereinabove set forth. 49. LIMITATION ON CONTRACTOR'S REMEDY The remedies of Contractor hereunder shall be limited to, and Owner shall be liable only for, work actually ? performed by Contractor and/or its subcontractors as set forth in the contract documents, and Owner shall not be liable for any consequential, punitive or indirect loss or damage that Contractor may suffer in connection with the project which is the subject matter of this contract. 18 50. BONDS The Contractor is required to furnish a performance bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the Contractor is required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds $50,000. All bonds shall be submitted on forms supplied by the Owner, and executed by an approved Surety Company authorized to do business in the State of Texas. It is further agreed that this contract shall not be in effect until such bonds are so furnished. 51. SPECIAL CONDITIONS In the event special conditions are contained herein as part of the contract documents and said special conditions conflict with any of the general conditions contained in this contract, then in such event the special conditions shall control. 52. LOSS OR EXPENSE DUE TO UNUSUAL OR UNANTICIPATED CIRCUMSTANCES Unless otherwise specified herein, all loss, expense or damage to the Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance or from unusual obstructions or difficulties, naturally occurring, man made or otherwise, which may be encountered in the prosecution of the work, shall be sustained and 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 materials and shall leave the work room clean or its equivalent. The work shall be left in good order and condition. In case of dispute Owner may remove the debris and charge the cost to the Contractor. 55. HAZARDOUS SUBSTANCES AND ASBESTOS Hazardous Substances (herein so called), as defined in the Comprehensive Environmental Response, Compensation, and Liability Act (42 U.S.C.S. §9601(14)) and the regulations promulgated thereunder, as same may be amended from time to time, hydrocarbons or other petroleum products or byproducts and/or asbestos, in any form, shall not (i) be utilized, in any way, manner or form, in the construction of, or incorporation into, the Project; or (ii) be brought upon, placed, or located, by any party, on the Project site, or any other property of the City, without the written consent of the Owner's Representative. If Contractor believes that the utilization of a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos is necessary in the construction of the Project, or that it is necessary to place and/or otherwise locate upon the site of the Project or other property of the City, a Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos, Contractor shall notify the Owner's Representative, and request consent therefrom, at least twenty (20) days prior to such action. Owner's Representative may grant or deny the request of Contractor and r- provide whatever requirements such consent, if granted, is conditioned upon, in its sole and absolute discretion. If 19 1 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. 56. NONAPPROPRIATION All funds for payment by the City under this contract are subject to the availability of an annual appropriation for this purpose by the City. In the event of non -appropriation of funds by the City Council of the City of Lubbock for the goods or services provided under the contract, the City will terminate the contract, without termination charge or other liability, on the last day of the then -current fiscal year or when the appropriation made for the then -current year for the goods or services covered by this contract is spent, whichever event occurs first. If at any time funds are not appropriated for the continuance of this contract, cancellation shall be accepted by the Seller on thirty (30) days prior written notice, but failure to give such notice shall be of no effect and the City shall not be obligated under this contract beyond the date of termination. 57. THE CITY RIGHT TO AUDIT At any time during the term of this Contract and for a period of four (4) years thereafter the City or a duly authorized audit representative of the City, or the State of Texas, at its expense and at reasonable times, reserves the right to audit Contractor's records and books relevant to all services provided under this Contract. In the event such an audit by the City reveals any errors/overpayments by the City, Contractor shall refund the City the full amount of such overpayments within thirty (30) days of such audit findings, or the City, at its option, reserves the right to deduct such amounts owing the City from any payments due Contractor. 58. NON -ARBITRATION The City reserves the right to exercise any right or remedy available to it by law, contract, equity, or otherwise, including without limitation, the right to seek any and all forms of relief in a court of competent jurisdiction. Further, the City shall not be subject to any arbitration process prior to exercising its unrestricted right to seek judicial remedy. The remedies set forth herein are cumulative and not exclusive, and may be exercised concurrently. To the extent of any conflict between this provision and another provision in, or related to, this document, this provision shall control. 20 DAVIS BACON WAGE DETERMINATIONS PAGE INTENTIONALLY LEFT BLANK General Decision Number: TX120007 01/06/2012 TX7 Superseded General Decision Number: TX20100008 State: Texas Construction Types: Heavy and Highway Counties: Armstrong, Carson, Crosby, Ector, Irion, Lubbock, Midland, Potter, Randall, Taylor and Tom Green Counties in Texas. HEAVY & HIGHWAY CONSTRUCTION PROJECTS Modification Number Publication Date 0 01/06/2012 * SUTX2011-002 08/02/2011 Rates Fringes CEMENT MASON/CONCRETE FINISHER (Paving & Structures) ... $ 13.55 ELECTRICIAN ......................$ 20.96 FORM BUILDER/FORM SETTER Paving & Curb ...............$ 12.36 Structures ..................$ 13.52 LABORER Asphalt Raker. ... *****,*****$ 12.28 Flagger.....................$ 9.30 Laborer, Common .............$ 10.30 Laborer, Utility ............ $ 11.80 Work Zone Barricade Servicer.................... $ 10.30 POWER EQUIPMENT OPERATOR: Asphalt Distributer ......... $ 14.87 Asphalt Paving Machine ...... $ 13.40 Broom and Sweeper ........... $ 11.21 Crane, Lattice Boom 80 Tons or Less ................$ 16.82 Crawler Tractor Operator .... $ 13.96 Excavator, 50,000 lbs or less ........................$ 13.46 Front End Loader Operator, Over 3 CY...................$ 12.77 Front End Loader, 3CY or less ........................$ 12.28 E Loader/Backhoe..............$ 14.18 Mechanic ....................$ 20.14 Milling Machine .............$ 15.54 Motor Grader, Rough ........ $ 16.15 f 0 Motor Grader, Fine .......... $ 17.49 Pavement Marking Machine .... $ 16.42 Reclaimer/Pulverizer........ $ 12.85 Roller, Asphalt .............$ 10.95 Roller, Other ...............$ 10.36 Scraper ................. ..$ 10.61 Spreader Box ................$ 12.60 Servicer......................... $ 13.98 Steel Worker (Reinforcing) ....... $ 13.50 TRUCK DRIVER Lowboy -Float ................$ 14.46 Single Axle .................$ 12.74 Single or Tandem Axle Dump..$ 11.33 Tandem Axle Tractor with Semi ........................$ 12.49 ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. I� Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). ---------------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is union or non -union. EE Union Identifiers An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198-005 07/01/2011. The first four letters , PLUM, indicate the international union and the four -digit number, 0198, that follows indicates the local union number or district council number where applicable , i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2011, following these characters is the effective date of the most current negotiated rate/collective bargaining agreement which would be July 1, 2011 in the above example. r__ Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rate. Non -Union Identifiers Classifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non -union data. Example: SULA2004-007 5/13/2010. SU indicates the rates are not union rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a General Wage Determination on that date. Survey wage rates will remain in effect and will not change until a new survey is conducted. ---------------------------------------------------------------- WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial Lcontact is not satisfactory, then the process described in 2.) i and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator 3 U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. ---------------------------------------------------------------- ---------------------------------------------------------------- END OF GENERAL DECISION EXHIBIT B 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 C Prevailing Wage Rates Legal Holiday Rate The rate for legal holidays shall be as required by the Fair Labor Standards Act. SPECIFICATIONS AND DRAWINGS I PAGE INTENTIONALLY LEFT BLANK I d REHABILITATION OF EXISTING SANITARY SEWER MAINS IN THE DOWNTOWN AREA BROADWAY CROSSING 4' luity of bbock T¢xas CITY OF LUBBOCK 5; ••9sri PUBLIC WORKS f dPHy TUhi j h WATER UTILITIES ENGINEERING "s6finaN TECHNICAL SPECIFICATIONS r AUGUST 2012 TABLE OF CONTENTS REHABILITATION OF EXISTING SANITARY SEWER MAINS IN THE DOWNTOWN AREA -BROADWAY CROSSING - DIVISION 1 — GENERAL REQUIREMENTS 01010 Summary of Work --------------------------------------------------------------------- 4 01019 Contract Considerations -------------------------------------------------------------- 1 01028 Change Order Procedures ------------------------------------------------------------ 3 01039 Coordination and Meetings ---------------------------------------------------------- 2 01140 Work Restrictions---------------------------------------------------------------------3 01300 Submittal Procedures-----------------------------------------------------------------4 01310 Progress Schedules ------------------ ------------------------------------------------ —2 01322 Photographic Documentation ------------------------------------ — ----------------- 2 01356 Storm Water Pollution Prevention Measures------------------------------------4 01400 Quality Requirements -------------------------------------------- --------------------- 4 01410 Testing Laboratory Services --------------------------------------------------------- 3 01555 Barricades, Signs, and Traffic Handling ------------------------------------------ 1 01576 Waste Material Disposal--------------------------------------------------------- ---2 01700 Contract Closeout ---------------------------------------------------------------------- 2 DIVISION 2 — SITE WORK 02082 Pre -Cast Concrete Manholes --- —--------------------------------------------------- 5 02084 Frames, Grates, Rings, and Covers------------------------------------------------2 02200 Demolition, Removal, and Salvaging of Existing Materials------------------2 02221 Removing Existing Pavements --- —------------------------------------------------ 2 02260 Excavation Support and Protection------------------------------------------------3 02317 Excavation and Backfill for Utilities----------------------------------------------10 02320 Utility Backfill Materials ------------------------------------------------------------- 4 02530 Sanitary p Sewer Piping -------- ------- —----------------------------------------------- 6 02533 Acceptance Testing for Sewers --------------------------------------- -------------- 4 02750 Bypass Pumping of Existing Sanitary Sewers-----------------------------------4 DIVISION 3 — CONCRETE 03300 Cast -in -Place Concrete Rehabilitation of Existing Sanitary Sewer Mains in the Downtown Area Table of Contents we August 2012 [__3 l SECTION 01010 SUMMARY OF WORK PART1 GENERAL 1.1 SUMMARY A. This section covers the description and schedule of the Work to be completed under these Specifications. B. The OWNER is the City of Lubbock. (1) The Owner's Representative is: John Turpin, P.E. Chief Water Utilities Engineer Water Utilities Engineering Department City of Lubbock O: (806) 775 — 2342 (2) The Project Manager is: Joe Mangrem, E.I.T. Civil Engineering Associate Water Utilities Engineering Department City of Lubbock O: (806) 775-2344 (3) Where Engineer or Owner is referenced in these Specifications shall signify the above listed Owner's Representative. C. Section includes: (1) Definitions (2) Project Description (3) Permits and Licenses (4) Access to Site (5) Contractor's Use of the Premises (6) Project Schedule (7) Security Procedures (8) Coordination Requirements (9) Pre -Construction Meeting (10) Warranty 1.2 DEFINITIONS A. Furnish: To supply products to the project site, including delivering ready for unloading and replacing damaged and rejected products. Rehabilitation of Existing Sanitary Sewer 01010-1 August 2012 Mains in the Downtown Area I B. Install: To put products in place in the work ready for the intended use, including unloading, unpacking, handling, storing, assembling, installing, erecting, placing, applying, anchoring, working, finishing, curing, protecting, cleaning, and similar operations. C. Provide: To furnish and install products. D. Indicated: Shown, noted, scheduled, specified, or drawn, somewhere in the contract documents. 1.3 PROJECT DESCRIPTION A. The purpose of this project is to rehabilitate the existing sanitary sewer line and manholes in the alley between Avenues Q and R from south of 1P Street to north of Broadway Avenue. B. The Contractor shall furnish all materials, equipment, tools and labor required for the complete construction of the work as shown on the drawings and specified in these Specifications. C. Major work items are: (1) Broadway Crossing: (a) Provide approximately 547' of 8" PVC SDR 26 gasketed joint pipe, or equivalent, to replace existing 6" sanitary sewer pipe through direct bury method, as indicated on the drawings. (b) Provide 1 — 48" concrete manhole with 30" lid including all necessary connections to new and existing sanitary sewer pipe, as indicated on the drawings. (c) Demolish, remove and legally dispose of existing sanitary sewer piping and manholes, as indicated on the drawings. D. Work shall include cleaning and flushing of the existing pipe; preconstruction video inspection (if required); flow -control through bypass pumping or other approved method; protection of existing conditions during installation work; reconnection of existing lateral service connections and replacement of lateral service piping within the excavation; post - construction video inspection; testing of all pipe, manholes, etc. and other work required for proper installation. E. Work shall also include restoration or replacement of all removed or damaged pavement,`' curb, sidewalk, gutter, shrubbery, fence, sod or other disturbed surfaces or structures to a condition equal to or better than before the work began to the satisfaction of the Engineer. 1.4 PERMITS AND LICENSES A. Contractor shall provide qualifications to the Owner upon request to display evidence of competency and authority to perform required work. B. Contractor shall be responsible for obtaining all required permits. C. Contractor shall submit copies of all permits, licenses, and similar permissions obtained, and receipts for fees paid, to the Owner. 1.5 ACCESS TO SITES A. Contractor shall limit access to the site to authorized personnel only. i Rehabilitation of Existing Sanitary Sewer 01010-2 August 2012 Mains in the Downtown Area B. Contractor shall adequately barricaded open excavations and construction material and equipment as to prevent unauthorized personnel from accessing. C. The Owner shall locate and designate all manhole access points open and accessible for the work, and provide rights of access to these points. 1.6 CONTRACTOR'S USE OF THE PREMISES A. The space available to the Contractor for the performance of the work, either exclusively or in conjunction with others performing other construction as part of the project, is restricted to the area shown on the site plan of the contract drawings unless the Contractor makes arrangements to use additional space with the Owner. 1.7 PROJECT SCHEDULE A. It shall be the responsibility of the Contractor to prepare and provide to the Engineer a project schedule for the Work which shall be updated on a bi-weekly basis. B. The Work summarized above shall be substantially completed within ninety (90) calendar days from the date of the Notice to Proceed. There shall be $300.00 per day liquidated damages assessed for each day that exceeds the ninety (90) day limit. C. Within five (5) business days after the date of the Substantial Completion Certificate, the Engineer shall issue a Final Punch List of items to be corrected prior to Final Completion. D. Punch list items shall be complete within thirty (30) calendar days from the date of the Final Punch List. There shall be $100.00 per day liquidated damages assessed for each day that exceeds the thirty (30) day limit. PART 2 PRODUCTS Not used. PART 3 EXECUTION 3.1 SECURITY PROCEDURES __. A. Contractor shall limit access to the site to persons involved in the work. B. Contractor shall provide secure storage for materials for which the owner has made payments and which are stored on site. C. Contractor shall secure completed work as required to prevent loss or damage. D. Contractor shall secure sites by means of fencing, security guards, or other means to prevent damage, theft, safety hazards, or other problems on the site. E. The use of security personnel shall be cleared with the Owner. 3.2 COORDINATION REQUIREMENTS A. Contractor shall inform the Owner when coordination of the work is required. B. If necessary, inform each party involved, in writing, of procedures required for coordination; include requirements for giving notice, submitting reports, and attending meetings. C. Coordinate shop drawings prepared by separate entities. D. Show installation sequence when necessary for proper installation. -- Rehabilitation of Existing Sanitary Sewer 01010-3 August 2012 Mains in the Downtown Area 3.3 PRE -CONSTRUCTION MEETING A. A pre -construction meeting will be held at City Hall within ten (10) days of the date of Notice to Proceed and prior to any construction taking place. 3.4 WARRANTY A. Contractor shall warrant 100% of the project for one (1) year after the date of final acceptance of the work. B. On the eleventh (I V) month from the date of final acceptance, an Owner's representative will schedule an inspection with the presence of the Contractor to inspect for defects and assessment of the work performed. C. Any work that is considered defective by the Owner's representative will be repaired. D. The Contractor shall remedy any defects in workmanship, and pay for any and all damages of any nature whatsoever resulting in defects at no cost to the Owner. END OF SECTION Rehabilitation of Existing Sanitary Sewer Mains in the Downtown Area 01010-4 August 2012 SECTION 01019 CONTRACT CONSIDERATIONS PART1 GENERAL 1.1 SUMMARY A. This section covers the method for the Contractor to request payment for completed work. B. Section includes: (1) Schedule of Values (2) Application for Payment (3) Payment Retainage 1.2 SCHEDULE OF VALUES A. Contractor shall submit a Schedule of Values (SOV) on Engineer approved Contractor's form within five (5) days after receiving the bid tabulation. B. Revise SOV to include approved Change Orders, with each Application for Payment. 1.3 APPLICATIONS FOR PAYMENT A. Submit two (2) copies of each application on Engineer approved Contractor's form. B. Utilize Schedule of Values for listing items in Application for Payment. C. Monthly, submit application for payment on or about the 1 Oth day of each month. D. Include an updated construction progress schedule, materials received, and manifest with each Application for Payment E. Submit the following along with the application for final payment: (1) The documentation for the completed project. .3 (2) Signed affidavit from a Notary Public that all claims on this job have been settled and that all bills owed by the Contractor for the project including materials and labor have i' been paid. _ (3) One (1) year Contractor Warranty for work performed, signed and sealed by a Notary Public. 1.4 PAYMENT RETAINAGE A. The Owner will retain five (5) percent of each payment. B. t Retainage will be released as final payment, upon completion of the Final Punch List. PART 2 PRODUCTS g Not used. PART 3 EXECUTION Not used END OF SECTION Rehabilitation of Existing Sanitary Sewer 01019-1 August 2012 Mains in the Downtown Area I SECTION 01028 CHANGE ORDER PROCEDURES PART1 GENERAL 1.1 SUMMARY A. This section covers the procedures to be followed for a change in Contract price or time. B. Section Includes: (1) Submittals (2) Documentation of Change in Contract Sum/Price and Contract Time (3) Change Procedures (4) Construction Change Authorization (5) Stipulated Price Change Order (6) Unit Price Change Order (7) Time and Material Change Order (8) Execution of Change Orders (9) Correlation of Contractor Submittals 1.2 SUBMITTALS A. Submit name of the individual authorized to receive change documents, and be responsible for informing others in Contractor's employ or Subcontractors of changes to the Work. B. Change Order Forms. 1.3 DOCUMENTATION OF CHANGE IN CONTRACT SUM/PRICE AND CONTRACT TIME A. Contractor shall maintain detailed records of work done on a time and material basis. B. Provide full information required for evaluation of proposed changes and to substantiate costs of changes in the Work. C. Document each quotation for a change in a cost or time with sufficient data to allow evaluation of the quotation. D. On request, provide additional data to support computations, including but not limited to: (1) Quantities of products, labor, and equipment. (2) Taxes, insurance, and bonds. (3) Overhead and profit. (4) Justification for any change in Contract Time. (5) Credit for deletions from Contract, similarly documented. E. Support each claim for additional costs, and for work done on a time and material basis, with additional information: (1) Origin and date of claim. (2) Dates and times work was performed, and by whom. (3) Time records and wage rates paid. (4) Invoices and receipts for products, equipment, and subcontracts, similarly documented. Rehabilitation of Existing Sanitary Sewer 01028-1 August 2012 Mains in the Downtown Area 1.4 CHANGE PROCEDURES A. Changes to Contract Sum/Price or Contract Time can only be made by issuance of an official Construction Change Authorization or Contract Change Order. Discussions in the field or by phone or email, without proper documentation, do not authorize Contractor to perform tasks outside the scope of Work. Changes must be authorized as described in this Section. B. The Engineer will advise of minor changes in the Work not involving an adjustment to Contract Sum/Price or Contract Time as authorized by the Contract by issuing supplemental instructions by letter. C. The Engineer may issue a Proposal Request which includes a detailed description of a proposed change with supplementary or revised Drawings and Specifications. The Contractor shall prepare and submit an estimate within seven (7) days, or as specified in the Proposal Request. Estimate shall include the proposed change's full effect on the Work and the effect on the Contract Sum/Price and Contract Time, with full documentation and a statement describing the effect on Work by separate or other contractors. D. The Contractor may request clarification of Drawings, Specifications, or Contract documents or other information by submitting a Request for Information (RFI) to the Engineer. Engineer may issue a Proposal Request in response to a RFI. 1.5 CONSTRUCTION CHANGE AUTHORIZATION A. The Engineer may issue a document, signed by the Owner, instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. B. The document will describe changes in the Work, and will designate the method of determining any change in Contract Sum/Price or Contract Time. C. The Contractor shall promptly execute the change in the Work. 1.6 STIPULATED PRICE CHANGE ORDER A. Based on accepted Proposal Request. 1.7 UNIT PRICE CHANGE ORDER A. For pre -determined unit prices and quantities, the Change Order will be executed on a fixed unit price basis. B. For unit costs or quantities of units of work which are not pre -determined, execute Work under a Construction Change Authorization. C. Changes in Contract Sum/Price or Contract Time will be computed as specified for Time and Material Change Order. 1.8 TIME AND MATERIAL CHANGE ORDER A. Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. B. The Engineer will determine the change allowable in Contract Sum/Price and Contract Time as provided in the Contract Documents. C. Maintain detailed records of work done on Time and Material basis. D. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work. 1.9 EXECUTION OF CHANGE ORDERS A. The Engineer will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. t • Rehabilitation of Existing Sanitary Sewer 01028-2 August 2012 Mains in the Downtown Area 1.10 CORRELATION OF CONTRACTOR SUBMITTALS A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum/Price. B. Promptly revise progress schedules to reflect any change in Contract Time, revise sub - schedules to adjust tune for other items of work affected by the change, and resubmit. C. Promptly enter changes in Project Record Documents. PART 2 PRODUCTS Not used PART 3 EXECUTION Not used END OF SECTION Rehabilitation of Existing Sanitary Sewer Mains in the Downtown Area 01028-3 August 2012 r il SECTION 01039 COORDINATION AND MEETINGS PART GENERAL A. Section Includes: (1) Coordination (2) Field Engineering (3) Pre -Construction Meeting (4) Progress Meetings 1.4 COORDINATION A. Coordinate scheduling, submittals, and Work of the various Sections of the Project to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. B. Coordinate completion and cleanup of Work of separate Sections in preparation for Substantial Completion. C. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities. 1.5 FIELD ENGINEERING A. Locate and protect survey control and reference points. B. Verify set -backs and easements; confirm drawing dimensions, and elevations. C. Provide field engineering services. D. Establish elevations, lines, and levels, utilizing recognized engineering survey practices. E. Locate and verify all active existing lateral service connections within the area of pipe to be rehabilitated. 1.6 PRE -CONSTRUCTION MEETING A. Schedule meeting within ten (10) days of date of Notice to Proceed. B. Procedures and processing of field decisions, submittals, and substitutions, applications for payments, RFIs, proposal request, Change Orders and Contract closeout procedures. C. Tentative agenda: (1) Use of premises by Owner and Contractor. (2) Distribution of executed Contract Documents. (3) Submission of list of Subcontractors, list of products and progress schedule. (4) Designation of personnel representing the parties in Contract. (5) Owner's requirements. (6) Construction facilities and controls provided by Owner. (7) Survey and layout. (8) Security and housekeeping procedures. (9) Schedules. (10) Procedures for testing. (11) Procedures for maintaining record documents. (12) Inspection and acceptance of products put into service during construction period. Rehabilitation of Existing Sanitary Sewer 01039-1 August 2012 Mains in the Downtown Area D. Record minutes and distribute copies within five (5) days after meeting to Engineer, participants, and those affected by decisions made. 1.7 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the Work at minimum bi-weekly intervals. B. Make arrangements for meetings, prepare agenda with copies for participants, and preside at meetings. C. Attendance Required: Job superintendent, major Subcontractors and suppliers, Engineer, as appropriate to agenda topics for each meeting. D. Tentative agenda: (1) Review minutes of previous meetings. (2) Review of Work progress. (3) Field observations, problems, and decisions. (4) Identification of problems which impede planned progress. (5) Review of submittals schedule and status of submittals. (6) Review of off -site fabrication and delivery schedules. (7) Maintenance of progress schedule. (8) Corrective measures to regain projected schedules. (9) Planned progress during succeeding work period. (10) Coordination of projected progress. (11) Maintenance of quality and work standards. (12) Effect of proposed changes on progress schedule and coordination. (13) Other business related to Work. E. Record minutes and distribute copies within five (5) days after meeting to Engineer, participants, and those affected by decisions made. PART 2 PRODUCTS Not used PART 3 EXECUTION Note used END OF SECTION Rehabilitation of Existing Sanitary Sewer Mains in the Downtown Area 01039-2 August 2012 SECTION 01140 WORK RESTRICTIONS PART1 GENERAL 1.1 SUMMARY A. Section Includes: (1) Use of Premises (2) Special Scheduling Requirements (3) Working Period (4) Utility Cutovers and Interruptions (5) Noise Restrictions (6) Advance Notice (7) Water for Construction (8) Work Area Limits 1.2 USE OF PREMISES A. Limit use of premises to work in areas indicated. Do not disturb portions of site beyond areas in which the Work is indicated. B. Confine construction operations to within the limits of public right-of-way, including streets and alleys, and existing underground utility easements, as shown on plans. C. Keep driveways and entrances serving premises clear and available to tenants, residents and emergency vehicles at all times, except when construction is immediately at that vicinity. Do not use these areas for parking or storage of materials. D. Schedule construction to minimize obstruction of driveways and entrances. 1.3 SPECIAL SCHEDULING REQUIREMENTS A. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the Work. B. Permission to interrupt utility service shall be requested in writing a minimum often (10) calendar days prior to the desired date of interruption. 1.4 WORKING PERIOD A. Regular working hours shall be within an eleven (11) hour period between 7:00 a.m. and 6:00 p.m., Monday through Friday, and an eight (8) hour period between 9:00 a.m. and 5:00 p.m. on Saturday. (1) Saturday work shall be restricted to those activities that do not require observation by the Owner. (2) The Owner reserves the right, at the Owner's discretion, to disallow work when it interferes with holiday times and traffic. B. No work shall be performed on the following holiday periods or days: (1) New Year's Day (2) Good Friday Holiday (3) Memorial Day Holiday (4) Independence Day Holiday Rehabilitation of Existing Sanitary Sewer 01140-1 August 2012 Mains in the Downtown Area (5) Labor Day Holiday (6) Thanksgiving Day Holiday plus the day before and the three days following Thanksgiving Day. (7) Christmas Week. If Christmas Day falls on Saturday, this will be defined as the week leading to Christmas Day. If Christmas Day falls on Sunday, this will be defined as the week following Christmas Day plus the Friday and Saturday prior to Christmas Day. C. Work outside regular working hours requires Owner's approval. (1) Make application fourteen (14) calendar days prior to such work to allow arrangements to be made by the Owner for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. (2) Based on the justification provided, the Owner may approve work outside regular hours. (3) During periods of darkness, the different parts of the Work shall be lighted in a manner approved by the Owner. Lighting shall be such that it does not cause nuisance conditions. D. The Drawings contain specific requirements that affect certain areas of the Work. 1.5 UTILITY CUTOVERS AND INTERRUPTIONS A. Sanitary sewer flow shall not be interrupted upstream of the Work. Bypass pumping or approved alternative methods of sanitary sewer flow control upstream of the Work shall be the responsibility of the Contractor. B. Sanitary sewer service connections shall be re -connected in a timely manner following installation of the new sanitary sewer pipe. 1.6 NOISE RESTRICTIONS A. 75 dB limit at face of nearest structure during normal daylight hours. B. 65 dB limit at face of nearest structure during evening and nighttime hours in or near residential areas and for 24-hour working conditions that have received Owner approval. Evening and nighttime hours shall be defined as 6:00 p.m. to 7:00 a.m. C. The Contractor shall keep on -site a hand portable sound measurement device for both the Owner's and the Contractor's use for measuring noise levels. 1.7 ADVANCE NOTICE A. The Contractor shall provide a minimum of five (5) days advance written notice of construction to businesses and residences along the construction route. . B. The advance written notice shall be in the form of a single page flyer to be placed by hand by the Contractor's forces in mailboxes, door handles, or handed to applicable individuals at each route building. C. The text for the advance written notice will be approved by the Owner. D. Reproduction shall be at the Contractor's expense. E. Distribution shall be at the Contractor's expense. F. Single page flyers shall be of a paper or post card color other than white to direct the recipient's attention to the information. G. The text shall contain the anticipated beginning date of inconvenience to the recipient and the anticipated duration of that inconvenience. H. The dates shall encompass the duration of driveway inconveniences and potential noise to the ? ? recipients on a single city block (i.e., the dates and durations shall reflect the time that the city block of interest will be affected by non-trafficability). Rehabilitation of Existing Sanitary Sewer 01140-2 August 2012 t_ Mains in the Downtown Area i, �s 1.8 WATER FOR CONSTRUCTION A. Obtaining water for construction is the Contractor's sole responsibility. B. Water is available from the potable water system of the City of Lubbock for construction purposes. (1) The Contractor is responsible for all charges and arrangements for water consumption from the potable water system. (2) The Contractor shall make such arrangements directly with the City of Lubbock Water Utilities Department. (3) The City will not furnish potable water free of charge for the construction work. (4) The Contractor is responsible for any required metering and hauling. C. Water from park area lakes shall not be used for construction. D. This section does not preclude the Contractor from seeking other water sources for use in construction. Such water resources shall meet the purity requirements for the intended use. Such arrangements for water from other sources are the responsibility of the Contractor. PART PRODUCTS Not used PART 3 EXECUTION 3.1 WORK AREA LIMITS A. Prior to any construction, the Contractor shall mark the areas that need not be disturbed under this contract. B. Isolated areas within the general work area which are to be saved and protected shall also be marked or fenced. C. Monuments and markers shall be protected before construction operations commence. D. Where construction operations are to be conducted during darkness, the markers shall be visible at all times. E. The Contractor's personnel shall be knowledgeable of the purpose for marking and/or protecting particular objects. END OF SECTION Rehabilitation of Existing Sanitary Sewer Ol 140-3 August 2012 Mains in the Downtown Area SECTION 01300 SUBMITTAL PROCEDURES PART1 GENERAL 1.1 SUMMARY A. Section includes: (1) Submittal Procedures (2) Re -Submittal Requirements (3) Action Submittals (4) Proposed Products List (5) Shop Drawings (6) Information Submittals (7) Contractor's Review (8) Owner and Engineer Action 1.2 SUBMITTAL PROCEDURES A. Transmit each submittal with Contractor's standard transmittal letter including Contractor's naive, address, and phone number. B. Identify Project, Contractor, Subcontractors or Suppliers, pertinent Drawings sheet and detail number(s), and specification Section number, as appropriate. C. Schedule submittals to expedite the Project and coordinate submission of related items. D. The Owner and Engineer reserve the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. E. Submittals may be delivered to the Engineer at the following address: Water Utilities Engineering 1625 13th Street Lubbock, Texas 79457 F. Allow enough time for submittal review, including time for re -submittals, as follows: (1) Time for review shall commence on the Owner or Engineer's receipt of submittal. (2) Allow fifteen (15) days for initial review of each submittal. (3) Allow additional time if processing must be delayed to permit coordination with subsequent submittals. (4) The Owner or Engineer will advise the Contractor when a submittal being processed must be delayed for coordination. (5) If more than five (5) submittals are transmitted for review within any five (5) day period, the time allowed for review will be increased to twenty-one (2 1) days. (6) Where concurrent review of submittals by the Engineer, Owner, or other parties is required, allow twenty-one (2 1) days for initial review of each submittal. (7) If intermediate submittal is necessary, process it in same manner as initial submittal. G. No extension of the Contract Time will be authorized because of failure to transinit submittals sufficiently in advance of the Work to permit processing. H. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. I. Provide space for Contractor and Engineer review stamps. Rehabilitation of Existing Sanitary Sewer Mains in the Downtown Area 01300-1 August 2012 J. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. K. Use only final submittals with mark indicating action taken by Owner or Engineer in connection with the construction. 1.3 RE -SUBMITTAL REQUIREMENTS A. Revise initial submittal as required and re -submit to meet requirements as specified. B. Allow fifteen (15) days for processing each resubmittal. C. Identify all changes made since previous submittal. D. Mark as RESUBMITTAL. E. Re -use original transmittal number and supplement with sequential alphabetical suffix for each re -submittal (ie. 0001-A). r PART 2 PRODUCTS is 2.1 ACTION SUBMITTALS A. Prepare and submit Action Submittals required by individual Specification Sections. B. Submit three (3) copies of each submittal, unless otherwise indicated. (1) The three (3) copies will be retained by the Owner or Engineer. (2) Any additional copies that the Contractor may need for his operations will be in addition 1 to the three (3) copies required. 2.2 PROPOSED PRODUCTS LIST A. Within fifteen (15) days after date of Notice to Proceed, submit complete list of major products proposed for use, with name of manufacturer, trade naive, and model or catalog designation, and reference standards. B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards. C. Collect information into a single submittal for each element of construction and type of product or equipment. D. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information unique to this Project. E. Include recommendations for application and use, compliance with specified standards of trade associations and testing agencies. F. Include notation of special coordination requirements for interfacing with adjacent work. G. After review, distribute in accordance with Article on Procedures above and provide copies for Record Documents described in Section 01700 — Contract Closeout. 2.3 SHOP DRAWINGS A. Prepare Project specific information, drawn accurately to scale. B. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. C. Include the following information, as applicable: (1) Dimensions (2) Identification of products (3) Fabrication and installation drawings Rehabilitation of Existing Sanitary Sewer 01300-2 August 2012 Mains in the Downtown Area (4) Schedules (5) Design calculations (6) Compliance with specified standards (7) Notation of coordination requirements (8) Notation of dimensions established by field measurement D. For drawings larger than 11 x 17 inches, submit in the form of one reproducible transparency and one opaque reproduction. E. For drawings 11 x 17 inches and smaller, submit the number of opaque reproductions which Contractor requires, plus three (3) copies which will be retained by the Owner or Engineer. F. Drawing size shall be minimum of 8'/z x I 1 inches and a maximum of 24 x 36 inches. G. Draw details to a minimum size of/z inch equal to I foot. H. After review, produce copies and distribute in accordance with SUBMITTAL PROCEDURES article above and for record document purposed described in Section 01700 — Contract Closeout. 2.4 INFORMATION SUBMITTALS A. Manufacturer's Instructions: (1) When specified in individual Specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for Product Data. (2) Identify conflicts between manufacturers' instructions and Contract Documents. (3) Indicate special procedures, conditions requiring special attention and special environmental criteria required for application or installation. B. Manufacturer's Certificates (1) When specified in individual specification Sections, submit manufacturers' certificate to Engineer for review, in quantities specified for Product Data. (2) Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference date, affidavits, and certifications as appropriate. (3) Certificates may be recent or previous test results on material or Product, but must be acceptable to the Engineer. C. Insurance Certificates and Bonds: (1) Prepare written information indicating current status of insurance or bonding coverage. (2) Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage. PART 3 EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for compliance with the Contract Documents. B. Note corrections and field dimensions. C. Mark with approval stamp before submitting to the Owner or Engineer. (1) Stamp each submittal with a uniform approval stamp. (2) Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that the submittal has been reviewed, checked, and approved for compliance with the Contract Documents. Rehabilitation of Existing Sanitary Sewer 01300-3 August 2012 Mains in the Downtown Area 3.2 OWNER AND ENGINEER'S ACTION A. The Owner or Engineer will not review submittals that do not bear the Contractor's approval stamp and will return them without action. B. The Owner or Engineer will review each submittal, make marks to indicate corrections or modifications required, and return it. C. The Owner or Engineer will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows: (1) No exception taken (2) Make correction noted (3) Revise and resubmit (4) Rejected D. The submittal stamp by the Owner or Engineer will also contain the following: (1) Checking is only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents. (2) Any action shown is subject to the requirements of the plans and specifications. (3) The Contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; and performing the Work in a satisfactory manner. E. The Owner or Engineer will review each submittal and will not return it, or will reject and return it, if it does not comply with the requirements. END OF SECTION Rehabilitation of Existing Sanitary Sewer 01300-4 August 2012 Mains in the Downtown Area SECTION 01310 PROGRESS SCHEDULES PART GENERAL 1.1 SUMMARY A. Section Includes: (1) Format (2) Content (3) Revisions To Schedules (4) Submittals (5) Distribution 1.2 FORMAT A. Sequence of Listings: The chronological order of the start of each item of Work. B. Scale and Spacing: To provide space for notations and revisions. C. Sheet Size: Minimum 8 1/2 x 11 inches D. Submit only if requested by the Engineer or Owner at preconstruction or coordination meeting. E. Maintain monthly updates to schedule or as requested by the Engineer or Owner. 1.3 CONTENT A. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction. B. Identify each item by specification Section number. C. Provide sub -schedules to define critical portions of the entire Schedule. D. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month. E. Provide separate schedule of submittal dates for shop drawings, product data, samples, and dates reviewed submittals will be required from the Engineer. Indicate decision date for selection of finishes. 1.4 REVISIONS TO SCHEDULES A. Indicate progress of each activity to date of submittal, and projected completion date of each activity. B. Identify activities modified since previous submittal, major changes in scope, and other identifiable changes. C. Provide narrative report to define problem areas, anticipated delays, and impact on Schedule. Report corrective action taken, or proposed, and its effect. 1.5 SUBMITTALS A. Submit initial Schedules within ten (10) days after date established in Notice to Proceed. After review, resubmit required revised data within ten (10) days. B. Submit revised Progress Schedules with each Application for Payment. C. Submit the number of opaque reproductions which the Contractor requires, plus two (2) copies which will be retained by the Engineer. Rehabilitation of Existing Sanitary Sewer 01310-1 August 2012 Mains in the Downtown Area 1.6 DISTRIBUTION A. Distribute copies of reviewed Schedules to project site file, Subcontractors, suppliers, and other concerned parties. B. Instruct recipients to promptly report, in writing, problems anticipated by projections indicated in Schedules. PART2 PRODUCTS Not used PART 3 EXECUTION Not used END OF SECTION Rehabilitation of Existing Sanitary Sewer 01310-2 August 20t2 Mains in the Downtown Area g SECTION 01322 PHOTOGRAPHIC DOCUMENTATION PART GENERAL 1.1 SUMMARY A. Section Includes: (1) Submittals (2) Photographic Records (3) Construction Photographs 1.2 SUBMITTALS. A. Submit two (2) complete sets of preconstruction photographs and pre- and post -construction television inspections to the Engineer. B. The Owner and the Engineer will retain both sets of each. C. On back of each print provide an applied label or rubber-stamped impression with the following information: (1) Name of Project (2) Name and address of photographer (3) Name of Engineer (4) Name of Contractor (5) Date photograph was taken (6) Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction. D. Submit a complete set of digital image electronic files with each submittal of prints. E. Identify electronic media with date photographs were taken. F. Submit images that have the same aspect ratio as the sensor, un-cropped. 1.3 PHOTOGRAPHIC RECORDS A. Retain one set of prints of preconstruction photographs in the field office at the Project site, available at all times for reference. B. Identify photographs the same as those submitted to the Engineer. PART2 PRODUCTS Not used PART 3 EXECUTION 3.1 CONSTRUCTION PHOTOGRAPHS A. Preconstruction Photographs: (1) Before starting construction, take color photographs of Project site and surrounding properties from different vantage points, or as directed by the Engineer. (2) Take photographs to show existing conditions adjacent to the property before starting the Work. (3) Take photographs of existing structures either on or adjoining the property to accurately record the physical conditions at the start of construction. Rehabilitation of Existing Sanitary Sewer 01322-1 August 2012 Mains in the Downtown Area B. Television Inspection: (1) The Contractor shall perform pre -construction television inspection of the interior of the existing sanitary sewer pipe. (a) Any conditions determined by the pre -construction video that may prevent proper . installation of the new pipe shall be corrected as determined by the Owner. (b) Contractor shall submit two (2) copies of this video to the Owner. (2) The Contractor shall perform post -construction television inspection of the interior of the new sanitary sewer pipe. (a) Any conditions determined by the post -construction video that may prevent proper operation of the new pipe shall be corrected as determined by the Owner. (b) Contractor shall submit two (2) copies of this video to the Owner. (c) If conditions that may prevent proper operation of the new pipe are suspected, the Engineer may require a post -construction video inspection of the line under daily flow conditions in order to identify such conditions. C. Periodic Construction Photographs: (1) As needed to document damage either directly related to or inadvertently related to the Contractor's operations, photograph the area in question and provide to the Engineer. END OF SECTION Rehabilitation of Existing Sanitary Sewer 01322-2 August 2012 Mains in the Downtown Area SECTION 01356 STORM WATER POLLUTION PREVENTION MEASURES PART1 GENERAL 1.1 SUMMARY A. Section Includes: (1) Contractor Responsibilities (2) Erosion and Sediment Controls (3) Components for Silt Fences (4) Components for Straw Bales (5) Storm Water Pollution Prevention Plan 1.2 CONTRACTOR RESPONSIBILITIES A. The Contractor shall implement, maintain, and update the Storm Water Pollution Prevention measures specified in the Storm Water Pollution Prevention Plan (SWP3) in a manner, which will meet the requirements of the Texas Pollution Discharge Elimination System (TPDES) General Permit No.TXR150000. B. The Contractor shall be responsible for any fines or penalties assessed by the appropriate regulatory agency for failure to make required inspections, failure to properly document those inspections, failure to adequately implement and adjust the storm water pollution prevention measures specified in the SWP3 to adequately control pollutants, and/or any other fines or penalties assess by TCEQ or the EPA for failure to comply with any part of the permit requirements. C. The Contractor shall submit a Notice of Intent and a Notice of Termination independently of the Owner. D. Fines leveled against the Owner by the TCEQ or the EPA for the Contractor's failure to comply with and maintain the SWP3 shall be paid by the Contractor. 1.3 EROSION AND SEDIMENT CONTROLS A. General (1) Structural measures shall be implemented to divert flows from exposed soils, temporarily store flows, or otherwise limit run-off and the discharge of pollutants from exposed areas of the site. (2) Structural practices shall be implemented as specified in the SWP3 and in a timely manner during the construction process to minimize erosion and sediment run-off. B. Stabilized Ingress/Egress (1) Stabilized access to and from the construction site will be installed by the Contractor as soon as practical and in accordance with the SWP3. (2) In all cases, the Contractor shall ensure that any soil tracked off -site is cleaned from existing roads, alleys, and any adjacent properties as soon as possible. (3) The Contractor or other responsible party shall check for any pollutants (mud, silt, sand, cement, construction materials, etc.) tracked or washed off -site and perform necessary clean-up measures at the end of each work day. C. Silt Fences/Diversion Berms (1) The Contractor shall provide silt fences and/or diversion berms as a temporary structural practice to minimize erosion and sediment runoff. Rehabilitation of Existing Sanitary Sewer 01356-1 August 2012 Mains in the Downtown Area (2) Silt fences and/or diversion berms shall be properly installed to effectively retain sediment immediately after completing each phase of work where erosion would occur in the form of sheet and rill erosion (e.g., clearing and grubbing, excavation, embankment, and grading.) (3) Silt Fences/Diversion Berms shall be kept in good and functional condition for as long as they are required and until they are removed from the site. D. Sand/Gravel Bags (1) The Contractor may provide sand/gravel bags as a temporary structural practice to minimize erosion and sediment runoff. (2) Bags shall be properly placed to effectively retain sediment immediately after completing each phase of work (e.g., after clearing and grubbing in an area between a ridge and drain, bags shall be placed as work progresses, bags shall be removed/replaced/relocated as needed for work to progress in the drainage area). (3) Sand/gravel bags must remain in good condition, or they shall be replaced. E. Site Stabilization (1) The Contractor shall disturb the least amount of site area as possible. (2) Stabilization measures to be implemented by the Contractor may include any of the following measures: (a) Temporary or permanent seeding or sodding (b) Mulching (c) Geotextiles (d) Vegetative buffer strips (e) Paving (3) Stabilization measures shall be implemented in accordance with the SWP3. PART PRODUCTS 2.1 COMPONENTS FOR SILT FENCES A. Filter Fabric (1) The geotextile shall comply with the requirements of ASTM D 4439, and shall consist of polymeric filaments, which are formed into a stable network such that filaments retain their relative positions. (2) The filament shall consist of a long -chain synthetic polymer composed of at least eight - five (85) percent by weight of ester, propylene, or amide, and shall contain stabilizers and/or inhibitors added to the base plastic to make the filaments resistant to deterioration due to ultraviolet and heat exposure. (3) Synthetic filter fabric shall contain ultraviolet ray inhibitors and stabilizers to provide a minimum of six (6) months of expected usable construction life at a temperature range of 0 to 120 degrees Fahrenheit. Rehabilitation of Existing Sanitary Sewer 01356-2 August 2012 Mains in the Downtown Area (4) The filter fabric shall meet the following requirements: FILTER FABRIC FOR SILT FENCE PHYSICAL PROPERTY TEST PROCEDURE REQUIREMENT Grab Tensile ASTM D 4632 100 lbs. min. Elongation ASTM D 4632 30 % max. Trapezoid Tear ASTM D 4533 55 lbs. min. Permittivity ASTM D 4491 0.2 sec-1 AOS U.S. Std. Sieve) ASTM D 4751 20 —100 B. Silt Fence Stakes and Posts (1) The Contractor may use either wooden stakes or steel posts for fence construction. (2) Wooden stakes utilized for silt fence construction shall have a minimum cross section of two (2) inches by two (2) inches when hardwood is used and two (2) inches by four (4) inches when pine is used, and shall have a minimum length of four (4) feet. (3) Steel posts (standard "U" or "T" section) utilized for silt fence construction shall have a minimum weight of 1.33 pounds per linear foot and a minimum length of four (4) feet. C. Identification, Storage, and Handling\ (1) Filter fabric shall be identified, stored, and handled in accordance with ASTM D 4873. 2.2 COMPONENTS FOR STRAW BALES A. Straw Bales (1) The straw in the bales shall be stalks from oats, wheat, rye, barley, rice, or from grasses such as Byhalia, Bermuda, etc., furnished in air-dry condition. (2) The bales shall have a standard cross section of fourteen (14) inches by eighteen (18) inches. All bales shall be either wire -bound or string -tied. (3) The Contractor may use either wooden stakes or #3 rebars to secure the straw bales to the ground. (4) Wooden stakes utilized for this purpose shall have minimum dimensions of two (2) inches by two (2) inches in cross section and shall have a minimum length of three (3) feet. (5) Rebar utilized for securing straw bales shall have a minimum diameter of 3/8 of an inch and a minimum length of three (3) feet. PART 3 EXECUTION 3.1 STORM WATER POLLUTION PREVENTION PLAN A. Storm Water Pollution Prevention Plan shall be provided by the Contractor. B. The Contractor must keep a copy of the SWP3 on site at all times. C. A completed Notice of Intent (NOI) form must be submitted a minimum of forty-eight (48) hours prior to start of construction. D. No work will be permitted until NOI is filed. E. The SWP3 shall be continually updated as necessary to reflect current and changing conditions on site. F. Additional measures not specifically shown in the SWP3 may be used to control erosion from leaving the site. G. A completed Notice of Termination (NOT) form must be submitted prior to finalization of this contract. Rehabilitation of Existing Sanitary Sewer 01356-3 August 2012 Mains in the Downtown Area H. The Contractor shall furnish the Owner with a copy of the NOI and NOT. END OF SECTION Rehabilitation of Existing Sanitary Sewer 01356-4 August 2012 Mains in the Downtown Area SECTION 01400 QUALITY REQUIREMENTS PART1 GENERAL 1.1 SUMMARY A. Section Includes: (1) Definitions (2) Testing Requirements (3) Submittals (4) Quality Control (5) Repair and Protection 1.2 DEFINITIONS A. Quality Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and ensure that proposed construction complies with requirements. B. Quality Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that completed construction complies with requirements. 1.3 TESTING REQUIREMENTS A. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve the Contractor of responsibility for compliance with the Contract Document requirements. B. Specific quality control requirements for individual construction activities are specified in the sections that specify those activities. Requirements in those Sections may also cover production of standard products. C. Specified tests, inspections, and related actions do no limit the Contractor's quality control procedures that facilitate compliance with the Contract Document requirements. 1.4 SUBMITTALS A. Qualification Data: (1) For individuals employed by the Contractor who will perform testing as required by the various specification Sections, submit at least fourteen (14) days prior to being used on the project the capabilities and experience of such individuals and the types of tests that the individual will perform. (2) For outside testing agency employed by the Contractor, submit at least fourteen (14) days prior to being used on the project the name, address, and manager of such testing agency and the types of tests that the agency will perform. (a) Such testing agency shall be acceptable to the Owner prior to being used on the project. B. Reports: (1) Prepare and submit written reports within fourteen (14) days following the date of the test that include the following: (a) Date of issue (b) Project title and number. Rehabilitation of Existing Sanitary Sewer 01400-1 August 2012 Mains in the Downtown Area (c) Name, address, and telephone number of testing agency. If the individual is employed by the Contractor, use Contractor's name, address, and telephone number. (d) Dates and locations of samples and test (e) Names of individuals making tests (f) Description of the work and test method (g) Identification of material, product, and specification Section. (h) Complete test or inspection data (i) Test results and interpretation of test results (j) Ambient conditions at time of sample taking and testing. (k) Comments and opinion on whether tested Work complied with the Contract ` Document requirements and the applicable specification Section. (1) Name and signature of individual performing the test if employee of the Contractor, or name and signature of testing agency responsible person. (m) Forfailing tests, recommendations on retesting unless specification Sections provide procedure for retesting. C. Professional Engineer Qualifications: (1) Where a Professional Engineer is required in the specification Sections, this means a Professional Engineer who is legally qualified to practice in the jurisdiction where the project is located and who is experienced in providing engineering services of the kind - indicated. D. Test Agency Qualifications: (1) An agency with the experience and capability to conduct testing indicated, as documented by ASTM E 548, and that has the capability and experience in the types of tests to be performed. E. Preconstruction Testing: (1) Testing agency shall perform preconstruction testing with specified requirements for performance and test methods. (2) The Contractor shall not perform preconstruction testing except through a third party testing agency. F. Testing Agency Responsibilities: (1) Submit certified written report of each test and similar Quality Assurance service to the Contractor. (2) Interpret tests and state in each report whether tested work complies with or deviates from the Contract Document requirements. 1.5 QUALITY CONTROL A. Owner Responsibilities: (1) Where quality control services are indicated as Owner or Engineer's responsibility, such services may be performed by the Owner's forces or by a qualified testing agency to perform these services. (2) The Owner or Engineer will furnish the Contractor with names, addresses, and telephone numbers of testing agencies engaged by the Owner. B. Contractor Responsibilities: (1) Provide quality control services required in the various specification Sections. Rehabilitation of Existing Sanitary Sewer 01400-2 August 2012 Mains in the Downtown Area (2) Where third party testing is engaged by the Contractor, notify testing agency sufficiently in advance of the time and date when work that requires testing will be performed. (3) The Contractor shall not engage the same testing agencies as the Owner, unless Owner agrees in writing to such engagement. (4) Where testing is indicated as the Contractor's responsibility, submit certified written reports in duplicate of each testing service, whether performed by the Contractor's personnel or Contractor engaged testing agency. (5) Such reports shall include failing tests and retests. (6) Testing requested by the Contractor and not required by the Contract Documents are the Contractor's responsibility. (7) Where the Contractor's personnel are performing tests, provide individuals with appropriate equipment to perform the tests in accordance with the test method requirements. (8) Provide alternate equipment where the specified test method cannot be applied, and where alternative test methods and equipment must be employed to provide the necessary quality control. C. Retesting: (1) Regardless of whether original tests were the Contractor's responsibility, provide quality control services, including retesting, for construction that revised or replaced work that failed to comply with requirements established by the Contract Documents. D. Testing Agency Responsibilities: (1) Cooperate with the Engineer and Contractor in performance of duties. (2) Provide qualified personnel and necessary equipment to perform required tests and inspections. (3) Notify the Engineer or Contractor promptly of irregularities or deficiencies observed in the work during performance of its services. (4) Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the requirements. (5) Submit a certified written report, in triplicate, of each test, inspection, and similar quality control service through the Contactor. (6) Do not release, revoke, alter, or increase requirements of the Contract Documents or approve or accept any portion of the Work. (7) Do not perform any duties of the Contractor. E. Associated Services: (1) Cooperate with agencies performing required tests, inspections, and similar quality control services, and provide reasonable auxiliary services as requested. (2) Notify agency sufficiently in advance of operations to permit assignment of personnel. (3) Provide the following: (a) Access to the Work. (b) Incidental labor and facilities necessary to facilitate tests and inspections. (c) Adequate quantities of representative samples of materials that require testing and inspecting. (d) Assist agency in obtaining samples. (e) Facilities for storage and field curing of test samples. Rehabilitation of Existing Sanitary Sewer 01400-3 August 2012 Mains in the Downtown Area (f) Additional associated services required of the Contractor for testing access are listed in the specification Sections. (g) Delivery of samples to testing agencies. (h) Preliminary design mix proposed for use for material mixes that require control by testing agency. (i) Security and protection for samples and for testing and inspecting equipment at Project site. F. Coordination: (1) Coordinate sequence of activities to accommodate required quality assurance and quality control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. (2) Schedule times for tests, inspections, obtaining samples, and similar activities. PART PRODUCTS Not used PART 1 EXECUTION 1.1 REPAIR AND PROTECTION A. On completion of testing, inspecting, sample taking, and similar services, repair damaged construction, and restore substrates and finishes. B. Provide materials and comply with installation requirements specified in other Sections of these Specifications. C. Restore patched areas and extend restoration into adjoining areas in a manner that eliminates evidence of patching. D. Protect construction exposed by or for quality control service activities. E. Repair and protection are the Contractor's responsibility, regardless of the assignment of responsibility for quality control services. END OF SECTION Rehabilitation of Existing Sanitary Sewer 01400-4 August 2012 Mains in the Downtown Area SECTION 01410 TESTING LABORATORY SERVICES PART1 GENERAL 1.1 SUMMARY A. Section Includes: (1) Selection and Payment (2) Quality Assurance (3) Laboratory Responsibilities (4) Laboratory Reports (5) Limits on Testing Laboratory Authority (6) Contractor Responsibilities (7) Schedule of Inspections and Tests B. References: (1) ANSI/ASTM D3740 — Practice for Evaluation of Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction. (2) ANSI/ASTM E329 — Recommended Practice for Inspection and Testing Agencies for Concrete, Steel, and Bituminous Materials as Used in Construction. 1.2 SELECTION AND PAYMENT A. An independent firm, provided at the Contractor's expense, will perform inspection, tests, and other services specified in individual specification Sections and as required by the Engineer. B. Reports will be submitted by the independent firm to the Engineer, in triplicate, indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents. C. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage, safe access, and assistance by incidental labor as requested. D. Notify the Engineer and independent firm forty-eight (48) hours prior to expected time for operations requiring services. E. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use. F. Testing or inspecting does not relieve Contractor from performing Work to contract requirements. G. The cost associated with compliance testing shall be paid by the Contractor. H. Re -testing required because of non-conformance to specified requirements shall be performed by the same independent firm on instructions by the Engineer. I. Payment for re -testing will be paid by the Contractor. 1.3 QUALITY ASSURANCE A. Comply with requirements of ANSI/ASTM D3740R and ANSI/ASTM E329. B. Testing laboratory shall maintain a full time registered Engineer on staff to review services. Rehabilitation of Existing Sanitary Sewer 01410-1 August 2012 Mains in the Downtown Area C. Testing equipment shall be calibrated at reasonable intervals with devices of an accuracy traceable to either National Bureau of Standards (NBS) standards or accepted values of natural physical constants. 1.4 LABORATORY RESPONSIBILITIES A. Test samples of mixes submitted by Contractor. B. Provide qualified personnel at site. C. Cooperate with the Engineer and Contractor in performance of services. D. Perform specified inspection, sampling, and testing of Products in accordance with specified standards. E. Ascertain compliance of materials and mixes with requirements of Contract Documents. F. Promptly notify Engineer and Contractor of observed irregularities or non-conformance of Work or Products. G. Perform additional inspections and tests required by the Engineer. 1.5 LABORATORY REPORTS A. After each inspection and test, promptly submit three (3) copies of laboratory report to the Engineer and to the Contractor. B. Laboratory test reports shall include: (1) Date issued (2) Project title and number (3) Name of inspector (4) Date and time of sampling or inspection (5) Identification of product and Specification Section (6) Location in the Project (7) Type of inspection or test (8) Date of test (9) Results of tests (10) Conformance with Contract Documents C. When requested by the Engineer, provide interpretation of test results. 1.6 LIMITS ON TESTING LABORATORY AUTHORITY A. Laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents. B. Laboratory may not approve or accept any portion of the Work. C. Laboratory may not assume any duties of the Contractor. D. Laboratory has no authority to stop the Work. 1.7 CONTRACTOR RESPONSIBILITIES A. Deliver to laboratory at designated location, adequate samples of materials proposed to be used which require testing, along with proposed mix designs. B. Cooperate with laboratory personnel, and provide access to the Work. C. Provide incidental labor and facilities to provide access to Work to be tested, to obtain and handle samples at the site or at source of products to be tested, to facilitate tests and inspections, storage and curing of test samples. Rehabilitation of Existing Sanitary Sewer 01410-2 August 2012 Mains in the Downtown Area D. Notify the Engineer and laboratory forty-eight (48) hours prior to expected time for operations requiring inspection and testing services. 1.8 SCHEDULE OF INSPECTIONS AND TESTS A. As indicated in individual Specification Sections. PART 2 PRODUCTS Not used PART EXECUTION Not used END OF SECTION Rehabilitation of Existing Sanitary Sewer 01410-3 August 2012 Mains in the Downtown Area SECTION 01555 BARRICADES, SIGNS, AND TRAFFIC HANDLING PART1 GENERAL 1.1 SUMMARY A. This item shall govern for providing, installing, moving, replacing, maintaining, cleaning, and removing upon completion of work, all barricades, portable barriers, signs, portable changeable message signs, cones, lights, and other such type devices and of handling traffic as indicated on the plans or as directed by the Engineer or Owner. B. Section Includes: (1) Construction Methods (2) Traffic Control Plan (3) Maintenance PART 2 PRODUCTS 2.1 CONSTRUCTION METHODS A. All barricades, signs, and other types of devices shall conform to details shown on the plans or those indicated in the latest version of the Texas Manual on Uniform Traffic Control Devices (TMUTCD). B. All traffic control devices shall be crashworthy according to the guidelines set forth in the National Cooperative Highway Research Program (NCHRP) Report 350. PART 3 EXECUTION 3.1 TRAFFIC CONTROL PLAN A. The Contractor shall propose his own Traffic Control Plan (TCP) as necessary for phased construction. B. This plan must be approved in writing by the Engineer or Owner in order to be used. C. Prior to beginning work, the Contractor shall designate, in writing, a competent person who will be responsible and available on this project site or in the immediate area to insure compliance with the TCP. 3.2 MAINTENANCE A. All retro-reflective traffic control devices such as barricades, vertical panels, signs, etc., shall be maintained by cleaning, replacing, or a combination thereof such that during darkness and rain the retro-reflective characteristics shall equal or exceed the retro-reflective characteristics of traffic industry standard reflective panels. END OF SECTION Rehabilitation of Existing Sanitary Sewer 01555-1 August 2012 Mains in the Downtown Area SECTION 01576 WASTE MATERIAL DISPOSAL PART1 GENERAL 1.1 SUMMARY A. Section Includes: (1) Submittals (2) Salvageable Material (3) Excess Material 1.2 SUBMITTALS A. Obtain and submit disposal permits for proposed disposal sites if required by local ordinances. B. Submit a copy of written permission from property owner, along with a description of property, prior to disposal of excess material adjacent to the Project. C. Submit a written and signed release from property owner upon completion of disposal work. D. Both written permission and signed release shall include hold -harmless clauses naming the City of Lubbock, Texas as the entities to be held harmless in any subsequent legal proceeding. E. Both property permissions and signed releases shall be attested to by a notary public. PART 2 PRODUCTS Not used PART 1 EXECUTION 1.1 SALVAGEABLE MATERIAL A. Asphalt Pavement and Asphalt Stabilized Base shall conform to requirements of Section 02221 —Removing Existing Pavements. 1.2 EXCESS MATERIAL A. Vegetation, rubble, broken concrete, debris, asphaltic concrete pavement, excess soil, and other materials not designated for salvage, shall become the property of the Contractor and shall be removed from the job site and legally disposed of at a proper facility such as the West Texas Region Disposal Facility (WTRDF). B. Excess material may be disposed at the WTRDF at no additional cost to the Owner. (1) There will be a tipping fee of $28.50 per ton for construction debris and for excess uncontaminated soil. (2) For a complete list of fees associated with the WTRDF, please go to the City's website at http://solidwaste.ci.lubbock.tx.us/disposal/fees.aspx. (3) There will also be a fee of $15.00 per load for every truck that is not covered properly when coming to the landfill. (4) All tipping fees shall be considered to be included in the Contractor's bid prices. C. Excess soil may be deposited on private property adjacent to the Project if approved by the Owner and when written permission is obtained from the property owner. Rehabilitation of Existing Sanitary Sewer 01576-1 August 2012 Mains in the Downtown Area D. Waste materials shall be removed from the site on a daily basis, such that the site is maintained in a neat and orderly condition. END OF SECTION Rehabilitation of Existing Sanitary Sewer 01576-2 August 2012 Mains in the Downtown Area SECTION 01700 CONTRACT CLOSEOUT PART1 GENERAL 1.1 SUMMARY A. Section Includes: (1) Closeout Procedures (2) Final Cleaning (3) Adjusting (4) Project Record Documents (5) Warranties (6) Spare Parts and Maintenance Materials. 1.2 CLOSEOUT PROCEDURES A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Engineer's inspection. B. Should the Engineer consider the work incomplete or defective: (1) The Engineer will promptly notify the Contractor in writing, listing the incomplete or defective work. (2) The Contractor shall take immediate steps to remedy the stated deficiencies and submit a second written certification that the work is complete. (3) The Engineer will re -inspect the Work. C. Provide submittals to the Engineer that are required by governing or other authorities. D. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. 1.3 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean site, sweep paved areas, rake clean landscaped surfaces. C. Remove waste and surplus materials, rubbish, and construction facilities from the site. D. Repair, patch, and touch-up marred surfaces to match adjacent finishes. 1.4 ADJUSTING A. Adjust operating Products and equipment to ensure smooth and unhindered operation. 1.5 PROJECT RECORD DOCUMENTS A. Maintain on site, one set of the following record documents; record actual revisions to the Work: (1) Contract Drawings (2) Specifications (3) Addenda (4) Change Orders and other Modifications to the Contract (5) Reviewed shop drawings, product data, and samples. Rehabilitation of Existing Sanitary Sewer 01700-1 August 2012 Mains in the Downtown Area B. Store Record Documents separate from documents used for construction. C. Record information concurrent with construction progress. D. Specifications: (1) Legibly mark and record at each Product section description of actual Products installed, including the following: (a) Manufacturer's name and product model and number. (b) Product substitutions or alternates utilized. (c) Changes made by Addenda and Modifications. E. Record Documents and Shop Drawings: (1) Legibly mark each item to record actual construction including: (a) Measured horizontal and vertical locations of underground utilities and appurtenances referenced to permanent surface improvements. (b) Field changes of dimension and detail. (c) Details not on original Contract Drawings. (d) Changes made by Addenda and Modifications. F. Project Documentation: (1) Submit final survey of installed sewer main, including flow line elevations and orientations, surface elevation, and any other information pertinent to the installation. (2) Post -construction video of the newly installed sanitary sewer line, as specified in Section 01322 — Photographic Documentation. (3) Submit two (2) copies to the Engineer with claim for final Application for Payment. MT"TITR A. Provide duplicate notarized copies. B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers. C. Provide Table of Contents and assemble with metal prong binder in durable plastic presentation cover. D. Submit prior to final Application for Payment. E. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within ten (10) days after acceptance, listing date of acceptance as start of warranty period. 1.7 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification Sections. B. Deliver to project site and place in location as directed; obtain receipt prior to final payment. PART PRODUCTS Not used PART 3 EXECUTION Not used END OF SECTION Rehabilitation of Existing Sanitary Sewer 01700-2 August 2012 Mains in the Downtown Area SECTION 02082 PRE -CAST CONCRETE MANHOLES PART 1 GENERAL 1.1 SUMMARY A. This section of the specifications pertains to pre -cast concrete manholes and related items. B. Section Includes: (1) References (2) Submittals (3) Delivery, Storage, and Handling (4) Pre -Cast Concrete Manholes (5) Cast -in Place Concrete (6) Reinforcing Steel (7) Mortar (8) Miscellaneous Metals (9) Sealant Materials (10) Backfill Materials (11) Non -Shrink Grout (12) Examination (13) Manhole Base Sections and Foundations (14) Pre -Cast Manhole Sections (15) Pipe Connections at Manholes (16) Inverts for Manholes (17) Inverts for Sewers (18) Manhole Fraine and Adjustment Rings (19) Backfill (20) Testing (21) Protection 1.2 REFERENCES A. ASTM A 307 — Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile. B. ASTM C 443 — Standard Specification for Joints for Circular Concrete Sewer and Culvert Pipe, Using Rubber Gaskets. C. ASTM C478 — Standard Specification for Pre -cast Reinforced Concrete Manhole Sections. D. ASTM C857 — Minimum Structural Design Loading for Underground Pre -cast Concrete Utility Structures. E. ASTM C858 — Underground Pre -cast Concrete Utility Structure. F. ASTM C 1107 — Packaged Dry, Hydraulic -Cement Grout (Nonshrink). G. ASTM C 1244 — Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. H. ASTM D 698 — Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lb/ft3). Rehabilitation of Existing Sanitary Sewer 02082-1 August 2012 Mains in the Downtown Area 1.3 SUBMITTALS A. Conform to requirements of Section 01300 — Submittal Procedures. B. Submit manufacturer's data and details of following items for approval: (1) Shop drawings of manhole sections and base units and construction details, including reinforcement, jointing methods, materials, and dimensions. (2) Summary of criteria used in the manhole design including, as a minimum, material properties, loadings, load combinations, and dimensions assumed. (3) Include certification from manufacturer that pre -cast manhole design is in full accordance with ASTM C478 and design criteria as established in Paragraph 1.2.CD of this Specification. (4) Materials to be used for pipe connections at manhole walls. (5) Materials to be used for stubs and stub plugs, if required. (6) Manufacturer's data for pre -mix (bag) concrete, if used for channel inverts and benches. (7) Material to be used for sealing of riser joints. 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver number of units needed in a timely manner to the project site to ensure installation continuity. B. Store and handle the units at the project site in such a manner to prevent cracking, distortion, staining, or other physical damage, and so that markings are visible. C. Lift and support units at designated lift points. D. Deliver anchorage items that are to be embedded in other construction before starting such work. E. Provide setting diagrams, templates, instructions, and directions, as required, for installation. PART 2 PRODUCTS 2.1 PRE -CAST CONCRETE MANHOLES A. Provide manhole sections and related components conforming to ASTM C 478. B. Provide adjustment rings which are standard components of the manufacturer of the manhole sections. C. Make date of manufacture and name or trademark of manufacturer on inside of barrel. D. Provide reinforced concrete risers constructed from forty-eight (48) inch diameter standard reinforced concrete manhole sections unless otherwise noted on the Drawings. E. Combine various lengths of manholes sections to total the correct height with the fewest joints. F. Wall sections shall be designed for depth and loading conditions, but shall not be less than four (4) inches thick. G. Base section shall be a minimum thickness of six (6) inches under the invert. H. Provide tops to receive cast iron frames and covers designed to support H-20 loading, unless indicated otherwise. I. All manholes shall be eccentric cone section unless specified on the plans. J. Frame and cover shall be designed for H-20 loading. K. The manholes walls, transition slabs, tops, and manhole base slab shall be designed, by the manufacturer, to the requirements of ASTM C 478 for the depth as shown on the Drawings. Rehabilitation of Existing Sanitary Sewer 02082-2 August 2012 Mains in the Downtown Area L. The minimum clear distance between any two wall penetrations shall be twelve (12) inches, half the diameter of the smaller penetration, or as specified by the manufacturer, whichever is most stringent. M. Lifting holes in manhole sections and bases are not permissible unless such openings can be made watertight under 5 psi internal pressure, with only minor weeping under 10 psi internal pressure. N. Manhole sections must withstand an intermittent internal hydrostatic pressure of 10 psi without structural failure. 2.2 CAST -IN -PLACE CONCRETE A. Conform to requirements of Section 03300 — Cast -in -Place Concrete B. Concrete for inverts not integrally formed with manhole base shall be either five (5) sack premix (bag) concrete or Class A concrete, with a minimum compressive strength of 3000 psi. C. Base for drop manhole shall be cast around existing pipe. Once installed, cut out top of existing pipe and form channel branches. 2.3 REINFORCING STEEL A. Reinforcing steel shall conform to requirements of Section 03300 — Cast -in -Place Concrete. 2.4 MORTAR A. Mortar shall conform to requirements of ASTM C 270, Type S using Portland Cement. 2.5 MISCELLANEOUS METALS A, Provide gray -iron frames, rings, and covers conforming to requirements of Section 02084 — Frames, Grates, Rings, and Covers. 2.6 SEALANT MATERIALS A. Provide sealing materials between pre -cast concrete adjustment ring and manhole cover frame, such as ConSeal SC-202 Butyl Sealant or approved equal. B. Provide joints between concrete riser sections with ConSeal CS-202 Butyl Sealant or approved equal conforming to ASTM C 990. C. Provide rubber gaskets for ASTM C 443 joints. 2.7 BACKFILL MATERIALS A. Backfill materials shall conform to the requirements of Section 02317 — Excavation and Backfill for Utilities. 2.8 NON -SHRINK GROUT A. Provide prepackaged, inorganic, flowable, non -gas -liberating, non-metallic, cement -based grout requiring only the addition of water. B. Grout shall meet the requirements of ASTM C 1107 and shall have a minimum 28-day compressive strength of 7000 psi. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that lines and grades are correct. Rehabilitation of Existing Sanitary Sewer 02082-3 August 2012 Mains in the Downtown Area B. Determine if the subgrade, when scarified and recompacted, can be compacted to ninety-five (95) percent of maximum Standard Proctor Density according to ASTM D 698 prior to placement of foundation material and base section. If it cannot be compacted to that density, the subgrade shall be moisture conditioned until that density can be reached or shall be treated as an unstable subgrade. 3.2 MANHOLE BASE SECTIONS AND FOUNDATIONS A. Scarify and compact base material to ninety-five (95) percent ASTM D 698 Standard Proctor Density. If the subgrade cannot be compacted to the required density or if it contains organic materials, then excavate to stable subgrade, then backfill with lean concrete backfill to required elevation. B. Place twelve (12) inches of Class I gravel backfill as base for cast -in -place manhole base. 3.3 PRE -CAST MANHOLE SECTIONS A. Install sections, joints, and gasket material in accordance with manufacturer's printed recommendations. B. Install pre -cast adjustment rings above tops of cones as required to adjust the finished elevation and to support the manhole frame. C. Seal any lifting holes with non -shrink grout where lifting holes have been allowed by the Engineer. D. Do not incorporate manhole steps in manhole sections for sanitary sewers. 3.4 PIPE CONNECTIONS AT MANHOLES A. Ensure that the pipe will not pull out of manhole by using flange or corrugations as shown on plans. B. Grout all space between pipe and manhole wall with non -shrink grout and coat with an epoxy bonding agent. 3.5 INVERTS FOR SEWERS A. Construct invert channels to provide a smooth flow transition waterway with no disruption of flow at pipe -manhole connections. B. Conform to following criteria: (1) Slope of invert bench: '/2 inch per foot minimum; 1 inch per foot maximum (2) Depth of bench to invert shall be equal to''/2 the largest diameter pipe, entering the manhole. (3) Invert slope through manhole shall be 0.10 foot drop across manhole with smooth transition of invert through manhole, unless otherwise indicated on the Drawings. C. Form invert channels with concrete if not integral with manhole base section. D. For direction changes of mains, construct channels tangent to mains with maximum possible radius of curvature. E. Provide curves for side inlets and smooth invert fillets for flow transition between pipe inverts. 3.6 MANHOLE FRAME AND ADJUSTMENT RINGS A. Combine pre -cast concrete adjustment rings so that the elevation of the installed casting cover matches the pavement surface. B. Pre -cast adjustment rings shall not be used in such a way that the height of combined rings is greater than eighteen (18) inches. Rehabilitation of Existing Sanitary Sewer 02082-4 August 2012 Mains in the Downtown Area C. Seal between adjustment rings with approved sealant material. D. Set cast iron frame on adjustment ring in a bed of approved sealant. E. Sealant bed shall consist of two beads of sealant, each bead having minimum dimensions of '/2 inch thick and 3/a inch wide. 3.7 BACKFILL A. Place and compact backfill materials in the area of excavation surrounding manholes in accordance with requirements of Section 02317 — Excavation and Backfill for Utilities. B. Provide cement stabilized backfill material, as specified for the pipe, from manhole foundation up to an elevation twelve (12) inches over each pipe connected to the manhole. C. Provide trench zone backfill, as specified for the adjacent utilities, above the cement stabilized backfill. 3.8 TESTING A. Vacuum test manhole according to ASTM C 1244. B. Refer to Section 02533 — Acceptance Testing for Sewers. 3.9 PROTECTION A. Protect manholes from drainage until work has been finally accepted. B. Repair damage to manholes at no additional cost to Owner. END OF SECTION Rehabilitation of Existing Sanitary Sewer 02082-5 August 20 t2 Mains in the Downtown Area SECTION 02084 FRAMES, GRATES, RINGS, AND COVERS PART 1 GENERAL 1.1 SUMMARY A. This section of the specification covers iron castings for use as manhole frames and lids, gratings, and rings. A. Section Includes: (1) References (2) Submittals (3) General Castings (4) Manholes Frames and Covers (5) Inflow Prevention Device (6) Installation 1.2 REFERENCES A. AASHTO — American Association of State Highway and Transportation Officials Standard Specification for Highway Bridges. B. ASTM A 48 — Specification for Gray Iron Castings C. ASTM A 615 — Standard, Specification for Deformed Billet -Steel Bars for Concrete Reinforcement D. AWS D 12.1— Welding Reinforcing Steel 1.3 SUBMITTALS A. Submit product data in accordance with Section 01300 — Submittal Procedures. B. Submit copies of manufacturer's specifications, load tables, dimension diagrams, anchor details, and installation instructions. C. Submit shop drawings for fabrication and installation of casting assemblies that are not included in Drawings. (1) Include plans, elevations, sections, and connection details. (2) Show anchorage and accessory items. (3) Include setting drawings for location and installation of castings and anchorage devices. PART 2 PRODUCTS 1 A GENERAL CASTINGS A, Castings for frames, grates, rings, and covers shall conform to ASTM A-48, Class 35. B. Casting shall be designed with a full bearing ring so as to provide a continuous seat between frame and cover. C. Provide locking covers if indicated on Drawings. D. Castings shall be capable of withstanding the application of an AASHTO H-20 loading without permanent deformation. E. Fabricate castings to conform to the shapes, dimensions, and with wording or logos shown on the Drawings. Rehabilitation of Existing Sanitary Sewer 02084-1 August 2012 Mains in the Downtown Area F. Cast dimensions may vary by +/- 1/16 inch per foot. G. Weight shall not vary from published weight by more than+/- 5 percent. H. Castings shall be clean, free from blowholes and other surface imperfections. I. Cast holes in covers shall be clean and symmetrical, free of plugs. 1.5 MANHOLE FRAMES AND COVERS A. 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 30 inches. B. Frame and cover shall have a weight of not less than 275 pounds. C. Cover shall be furnished with lifting ring cast into the cover in such a manner as to prevent water leaking through. D. Cover shall include lettering: "City of Lubbock, Texas - Sanitary Sewer". 1.6 INFLOW PREVENTION DEVICE (IPD) A. Manholes shall be equipped with an Inflow Prevention Device to prevent unwanted inflow into the sanitary sewer system. B. IPDs shall be constructed of corrosion proof material and load tested to withstand 800 pounds. C. IPDs shall be equipped with a handle or lifting strap capable of supporting a minimum uniform load of 500 pounds. PART 3 EXECUTION 1.7 INSTALLATION A. Install castings according to approved shop drawings, instructions given in related specifications, and applicable directions from the manufacturer's printed materials. B. Set castings accurately at required locations to proper alignment and elevation. C. Keep castings plumb, level, true, and free of rack. D. Measure location accurately from established lines and grades. E. Brace or anchor frames temporarily in formwork until permanently set. END OF SECTION Rehabilitation of Existing Sanitary Sewer 02084-2 August 2012 > --& Mains in the Downtown Area t SECTION 02200 DEMOLITION, REMOVAL, AND SALVAGING OF EXISTING MATERIALS PART1 GENERAL 1.1 SUMMARY A. This item shall consist of demolition, removal, and salvage or disposal of certain portions of existing materials, including existing asphalt surfacing and base material, existing concrete surfaces, existing sanitary sewer piping and manholes, in accordance with these specifications and in conformity with the dimensions and typical cross sections shown on the plans and with the lines and grades established for the project. B. Section Includes: (1) Classification and Payment (2) Removal of Sanitary Sewer Piping and Manholes (3) Removal of Pavement (4) Removing Existing Asphalt Surfacing and Base Material 1.2 CLASSIFICATION AND PAYMENT A. Materials to be removed may consist of asphaltic concrete, caliche base, concrete paving, brick or concrete manholes, various types of sanitary sewer pipe, and shall be considered subsidiary to the pertinent bid items. B. All pavement of each type to be removed shall be considered as being the same and equal and no consideration shall be given to differences in thickness of material. C. No consideration shall be given to differences in thickness or volume of material for each material removed. PART PRODUCTS Not Used PART 3 EXECUTION 3.1 REMOVEL OF SANITARY SEWER PIPING AND MANHOLES A. Care shall be taken during removal of existing sanitary sewer system components not to damage portions that are to remain in place. B. At manholes with existing inflow or outflow lines that are to remain in place, the Contractor shall take care when removing the manhole as to minimize damage to portions to remain. C. Piping damaged adjacent to demolition of manholes shall be replaced at the time the manholes are reconnected and the labor, equipment and materials required to make such reconnections shall be included in the price of manhole replacement and reconnection. 3.2 REMOVAL OF PAVEMENT A. Where applicable, all lines separating pavement to be removed from that to remain in place shall be cut neatly and in a straight line, or shall be separated at an existing expansion or construction joint. B. Cuts shall be made by means of sawing or other methods approved by the Engineer which will produce a satisfactory edge. C. In no case shall the line be cut with a motor grader blade or other large piece of machinery. Rehabilitation of Existing Sanitary Sewer 02200-1 August 2012 Mains in the Downtown Area 3.3 REMOVING EXISTING ASPHALT SURFACING AND BASE MATERIAL A. All existing materials to be removed and disposed of under this item shall be removed by the Contractor, and shall be disposed of in appropriate disposal areas off the Owner's property. B. Removal operations shall be accomplished in such a manner to minimize disturbance of existing underlying courses and adjacent pavement structures or improvements to remain in place. C. Any underlying courses disturbed during removal operations shall be reworked, re - compacted, and regarded to the satisfaction of the Engineer. D. Any damage to adjacent pavement structures or improvements to remain in place shall be repaired to the satisfaction of the Engineer. END OF SECTION Rehabilitation of Existing Sanitary Sewer 02200-2 August 2012 Mains in the Downtown Area SECTION 02221 REMOVING EXISTING PAVEMENTS PART1 GENERAL 1.1 SUMMARY A. This section of the specifications covers the removal of existing pavements, including, but not limited to, concrete paving, asphaltic paving, concrete curb and/or gutter, and concrete sidewalks. B. Section Includes: (1) Regulatory Requirements (2) Preparation (3) Protection (4) Removals (5) Backfill (6) Disposal 1.2 REGULATORY REQUIREMENTS A. Conform to applicable codes for disposal of debris. Refer to Section 01576 —Waste Material Disposal. B. Coordinate removal work with utility companies. PART PRODUCTS Not used PART 3 EXECUTION 3.1 PREPARATION A. Obtain advance approval from the Engineer for dimensions and limits of removal work. B. Identify known utilities below grade. C. Paint, stake and flag locations. 3.2 PROTECTION ® A. Protect the following from damage or displacement: (1) Adjacent public and private property. (2) Trees, plants, and other landscape features designated to remain. (3) Utilities not designated to be removed. (4) Pavement and utility structures not designated to be removed. (5) Benchmarks, monuments, and existing structures not designated to be removed. 3.3 REMOVALS A. Remove pavements and structures by methods that will not damage underground utilities. 1 B. Do not use a drop hammer near existing underground utilities. C. Minimize amount of earth loaded during removal operations. Rehabilitation of Existing Sanitary Sewer 02221-1 August 2012 Mains in the Downtown Area D. Where existing pavement is to remain, make straight saw cuts in existing pavement to provide clean breaks prior to removal. E. Do not break concrete pavement or base with drop hammer. F. Where street and driveway saw cut locations coincide or fall within three (3) feet of existing construction or expansion joints, break out to existing joint. G. Remove sidewalks and curbs to nearest existing dummy, expansion, or construction joint. H. Any existing concrete, which is damaged or destroyed beyond the neat lines so established, shall be replaced at the Contractor's expense. I. Remaining concrete shall be mortared to protect the reinforcing steel and provide a neat, clean appearance. 3.4 BACKFILL A. Backfill of removal zones shall be in accordance with requirements of Section 02317 — Excavation and Backfill for Utilities as applicable to the specific portion of the Work. 3.5 DISPOSAL A. Remove from the site debris resulting from work under this section in accordance with requirements of Section 01576 — Waste Material Disposal. END OF SECTION Rehabilitation of Existing Sanitary Sewer 02221-2 August 2012 Mains in the Downtown Area SECTION 02260 EXCAVATION SUPPORT AND PROTECTION PART1 GENERAL 1.1 SUMMARY A. This Section includes temporary excavation support and protection systems. B. Section Includes: (1) Submittals (2) Performance Requirements (3) Project Conditions (4) Materials (5) Preparation (6) Sheet Piling (7) Trench Boxes (8) Trenching Procedures (9) Removal and Repairs 1.2 SUBMITTALS A. Shop Drawings for Information: (1) Prepared by or under the supervision of a qualified Professional Engineer for excavation support and protection systems. (2) Include Shop Drawings signed and sealed by a Texas Licensed Professional Engineer responsible for their preparation. B. Qualification data for installer and Professional Engineer. C. Photographs or videotape, sufficiently detailed, of existing conditions of adjoining construction and site improvements that might be misconstrued as damage caused by the absence of, the installation of, or the performance of excavation support and protection systems. 1.3 PERFORMANCE REQUIREMENTS A. Design, furnish, install, monitor, and maintain excavation support and protection system capable of supporting excavation sidewalls and of resisting soil and hydrostatic pressure and superimposed and construction loads. B. Provide professional engineering services needed to assume engineering responsibility, including preparation of Shop Drawings and a comprehensive engineering analysis by a qualified Professional Engineer. C. Prevent surface water from entering excavations by grading, dikes, or other means approved by the Engineer. D. Install excavation support and protection systems without damaging existing buildings, pavements, and other improvements adjacent to excavation. 1.4 PROJECT CONDITIONS A. Existing Utilities: Rehabilitation of Existing Sanitary Sewer 02260-1 August 2012 Mains in the Downtown Area (1) Do not interrupt utilities serving facilities occupied by Owner or others unless permitted in writing by the Engineer and then only after arranging to provide temporary utility services according to requirements indicated. B. Project Site Information: (1) Survey adjacent structures and improvements, employing a qualified professional engineer or land surveyor, establishing exact elevations at fixed points to act as benchmarks. (2) Clearly identify benchmarks and record existing elevations. (3) During installation of excavation support and protection systems, regularly resurvey benchmarks, maintaining an accurate log of surveyed elevations and positions for comparison with original elevations and positions. (4) Promptly notify the Engineer if changes in elevations or positions occur, or if cracks, sags, or other damage is evident in adjacent construction. PART 2 PRODUCTS 2.1 MATERIALS A. Provide materials that are either new or in serviceable condition. B. Structural Steel: ASTM A36/A 36M, ASTM A690/A 690 M, ASTM A 992/ A 992M. C. Steel Sheet Piling: ASTM A 328/A 328M, ASTM A 572/ A 572M, or ASTM A690/ A 690M; with continuous interlocks. PART 3 EXECUTION 3.1 PREPARATION A. Project structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards that could develop during excavation support and protection systems operations. B. Shore, support, and protect utilities encountered. C. Install excavation support and protection systems to ensure minimum interference with roads, streets, walks, and other adjacent occupied and used facilities. D. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. (1) Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction. E. Locate excavation support and protection systems clear of permanent construction so that forming and finishing of concrete surfaces is not impeded. F. Monitor excavation support and protection systems daily during excavation progress and for as long as excavation remains open. G. Promptly correct bulges, breakage, or other evidence of movement to ensure that excavation support and protection systems remain stable. H. Promptly repair damages to adjacent facilities caused by installing excavation support and protection systems. 3.2 SHEET PILING A. Before starting excavation, install one-piece sheet piling lengths and tightly interlock to form a continuous barrier. Rehabilitation of Existing Sanitary Sewer 02260-2 August 2012 Mains in the Downtown Area B. Limit vertical offset of adjacent sheet piling to sixty (60) inches. C. Accurately align exposed faces of sheet piling to vary not more than two (2) inches from a horizontal line and not more than 1:120 out of vertical alignment. D. Cut tops of sheet piling to uniform elevation at top of excavation. 3.3 TRENCH BOXES A. Provide Engineer approved trench boxes sufficient for depth and width of open -cut trench. B. All exposed trench shall be protected. 3.4 TRENCHING PROCEDURES A. Provide shoring systems in accordance with the Contractor's submitted design to adequately resist earth pressures. B. Proceed with work in an orderly fashion. C. Install trench bracing systems as soon as possible after opening trenches. D. Do not allow workers in trench prior to installing trench bracing systems. E. Backfill trenches as soon as possible after completion of work. F. Stockpile excavated materials at three (3) feet away from edge of trench. G. Maintain barricades and signage as required by State and Local codes to protect open excavations. H. Do not allow surface water to enter excavations. I. Properly grade areas adjacent to trench excavations to control surface drainage away from excavations. J. If cut back method is allowed by Owner and is employed, maintain a clear distance of three (3) feet from edge of cut to avoid allowing loose material to enter trench. K. Cut back method may not be used where there is insufficient work area to employ it. L. Do not operate heavy equipment except for trench digging or pipe laying equipment within twenty (20) feet of edge of excavation. M. Haul trucks, if needed, may operate closer than twenty (20) feet to trench edge provided the Contractor deems it safe to do so. 3.5 REMOVAL AND REPAIRS A. Remove excavation support and protection systems when construction has progressed sufficiently to support excavation and bear soil and hydrostatic pressures. B. Remove in stages to avoid disturbing underlying soils or damaging structures, pavements, facilities, and utilities. END OF SECTION Rehabilitation of Existing Sanitary Sewer 02260-3 August 2012 Mains in the Downtown Area SECTION 02317 EXCAVATION AND BACKFILL FOR UTILITIES PART1 GENERAL 1.1 SUMMARY A. This section of the specifications includes information on excavation, trenching, foundation, embedment, and backfill for installation of utilities, including manholes and pipeline structures. B. Section Includes: (1) Definitions (2) References (3) Scheduling (4) Submittals (5) Tests (6) Equipment (7) Material Classifications (8) Accessories (9) Installation (10) Preparation (11) Protection (12) Excavation (13) Handling Excavation Materials (14) Trench Foundation (15) Ground Water Control (16) Pipe Embedment, Placement and Compaction (17) Trench Zone Backfill, Placement and Compaction (18) Field Quality Control (19) Disposal of Excess Material 1.2 DEFINITIONS A. Pipe Foundation — Suitable and stable native soils that are, exposed at the trench subgrade after excavation to depth of bottom of the bedding as shown on the Drawings, or foundation backfill material placed and compacted in over -excavations. B. Pipe Bedding — The portion of trench backfill that extends vertically from top of foundation up to a level line at bottom of pipe, and horizontally under one-third of the pipe O.D. C. Haunching — The material placed on either side of the pipe from the foundation to the springline of the pipe for rigid wall pipe, and horizontally from one trench sidewall to opposite sidewall, excluding the bedding section as shown on the plans. D. Initial Backfill — The portion of trench backfill that extends vertically from the top of haunching or cement stabilized backfill up to a level line immediately below pavement subgrade, and horizontally from on trench sidewall to opposite sidewall. E. Pipe Embedment — The portion of trench backfill that consists of bedding, haunching, and initial backfill. Rehabilitation of Existing Sanitary Sewer Mains in the Downtown Area 02317-1 August 2012 _ F. Trench Zone — The portion of trench backfill that extends vertically from top of pipe embedment up to a line immediately below pavement subgrade or up to final grade when not beneath paving. G. Backfill — Suitable material meeting specified quality requirements, placed and compacted under controlled conditions. H. Ground Water Control Systems — Installations external to trench, such as well points, eductors, or deep wells. Ground water control includes dewatering to lower ground water, intercepting seepage which would otherwise emerge from side or bottom of trench excavation, and depressurization to prevent failure or heaving of excavation bottom. Refer to Section 02240 — Dewatering. I. Surface Water Control — Diversion and drainage of surface water runoff and rain water away from trench excavation. Rain water and surface water accidentally entering trench shall be controlled and removed as a part of excavation drainage. J. Excavation Drainage — Removal of surface and seepage water in trench by sump pumping or other approved means. K. Trench Conditions are defined with regard to the stability of trench bottom and trench walls of pipe embedment zone. Maintain trench conditions that provide for effective placement and compaction of embedment material directly on or against undisturbed soils or foundation backfill, except where structural trench support is necessary. L. Dry Stable Trench — Stable and substantially dry trench conditions exist in pipe embedment zone as a result of typically dry soils or achieved by ground water control (dewatering or depressurization) for trenches extending below ground water level. M. Stable Trench with Seepage — Stable trench in which ground water seepage is controlled by excavation drainage. N. Stable Trench with Seepage in Clayey Soils — Excavation drainage is provided in lieu of or to supplement ground water control systems to control seepage and provide stable trench subgrade in predominately clayey soils prior to bedding placement. O. Stable Wet Trench in Sandy Soils — Excavation drainage is provided in the embedment zone in combination with ground water control in predominately sandy or silty soils. P. Unstable Trench — Unstable trench conditions exist in the pipe embedment zone if ground water inflow or high water content causes soil disturbances, such as sloughing, sliding, boiling, heaving, or loss of density. Q. Subtrench — Subtrench is a special case of benched excavation. Subtrench excavation below trench shields or shoring installations may be used to allow placement and compaction of foundation or embedment materials directly against undisturbed soils. Depth of a subtrench depends upon trench stability and safety as determined by the Contractor. R. Over -Excavation and Backfill — Excavation of subgrade soils with unsatisfactory bearing capacity or composed of otherwise unsuitable materials below top of foundation as shown on Drawings, and backfilled with foundation Backfill material. S. Foundation Backfill Materials — Natural soil or manufactured aggregate of controlled gradation, to control drainage and material separation. Foundation backfill material is placed and compacted as backfill to provide stable support for bedding. T. Trench Safety Systems include both protective systems and shoring systems as defined in Section 02260 - Excavation Support and Protection U. Trench Shield (Trench Box) — A portable worker safety structure moved along the trench as work proceeds, used as a protective system and designed to withstand forces imposed on it by Rehabilitation of Existing Sanitary Sewer 02317-2 August 2012 Mains in the Downtown Area cave-in, thereby protecting persons within the trench. Trench shields may be stacked if so designed or placed in a series depending on depth and length of excavation to be protected. V. Shoring System — A structure that supports sides of an excavation to maintain stable soil conditions and prevent cave-ins, or to prevent movement of the ground affecting adjacent installations or improvements. 1.3 REFENCES A. ASTM D 558 — Test Methods for Moisture -Density Relations of Soil Cement Mixtures. B. ASTM D 698 — Test Methods for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures Using 5.5-lb. Rammer and 12 inch Drop. C. ASTM D 1556 — Test Method for Density in Place by the Sand -Cone Method. D. ASTM D 2487 — Classification and Soils for Engineering Purposes. E. ASTM D 2922 — Test Method for Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth). F. ASTM D 3017 — Test Method for Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth). G. ASTM D 4318 — Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. H. TxDOT Tex-101-E — Preparation of Soil and Flexible Base Materials for Testing. I. TxDOT Tex- 110-E — Determination of Particle Size Analysis of Soils. J. Federal Regulations, 29 CFR Part 1926, Standards -Excavation, Occupational Safety and Health Administration (OSHA). 1.4 SCHEDULING A. Schedule work so that pipe embedment can be completed on the same day that acceptable foundation has been achieved for each section of pipe installation, manhole, or other structures. 1.5 SUBMITTALS A. Conform to Section 01300 — Submittal Procedures B. Submit a written description for information only of the planned typical method of excavation, backfill placement, and compaction, including: (1) Sequence of work and coordination of activities. (2) Selected trench widths and dimensions of excavations. (3) Procedures for foundation and embedment placement, and compaction. (4) Procedure for use of trench boxes and other pre -manufactured systems while assuring specified compaction against undisturbed soils. C. Submit backfill material sources and product quality information in accordance with requirements of Section 02320 — Utility Backfill Materials. D. Submit record of location of pipe as installed, referenced to NAD 83. (1) Include locations of utilities encountered that are not shown on drawings or rerouted for the convenience of the Contractor. (2) Give stations, coordinates, elevations, inverts, and gradients of installed pipe, casing, etc. E. Submit field density tests of trench backfill compaction. F. Submit laboratory density compaction curves for each material. 1.6 TESTS Rehabilitation of Existing Sanitary Sewer 02317-3 August 2012 Mains in the Downtown Area A. The Contractor is to perform backfill material source qualification testing in accordance with requirements of Section 02320 — Utility Backfill Materials. B. The Contractor shall have a competent, separate agency perform field density tests of trench backfill representative of each excavation and each compacted layer. C. Compaction tests during backfill activities will not be paid for directly and shall be considered subsidiary to the pipe and manhole installation. PART 2 PRODUCTS 2.1 EQUIPMENT A. Perform excavation with hydraulic excavator or other equipment suitable for achieving the requirements of this Section. B. Use only hand -operated tamping equipment until a minimum cover of twelve (12) inches is obtained over pipes, conduits, and ducts. C. Do not use heavy compacting equipment until adequate cover is attained to prevent damage to pipes, conduits, or ducts. D. Do not use vibratory equipment until five (5) feet of cover over pipes, conduits, or ducts is obtained. E. Do not use vibratory equipment if adjacent structures could be affected. F. Use trench shields or other protective systems or shoring systems which are designed and operated to achieve placement and compaction of backfill directly against undisturbed native soil. 2.2 MATERIAL CLASSIFICATIONS A. Embedment and Trench Zone Backfill Materials: Conform to classifications and product descriptions of Section 02320 — Utility Backfill Materials. 2.3 ACCESSORIES A. Warning Tape: Install twelve (12) inches below finished grade acid and alkali resistant polyethylene film warning tape manufactured for marking and identifying underground utilities, six (6) inches wide and four (4) mils thick, continuously inscribed with a description of the utility; colored as follows: (1) Red —Electric (2) Yellow — Gas, oil, steam, and dangerous materials. (3) Orange — Telephone and other communications. (4) Blue — Water systems. (5) Green — Sewer systems. B. Locator Wire: Install continuously coated ten (10) gauge locating wire as indicated on Plans. PART 3 EXECUTION 3.1 INSTALLATION A. Install flexible pipe to conform to the trench details shown in the drawings. B. Install rigid pipe to conform to the trench details shown in the drawings. 3.2 PREPARATION A. Establish traffic control to conform to requirements of Section 01555 —Barricades, Signs, and Traffic Handling and the drawings. Rehabilitation of Existing Sanitary Sewer 02317-4 August 2012 Mains in the Downtown Area B. Perform work to conform to applicable safety standards and regulations. C. Employ a trench safety system as specified in Section 02260 — Excavation Support and Protection. D. Immediately notify the agency or company owning any existing utility line which is damaged, broken, or disturbed. E. Obtain approval from the Engineer and agency for any repairs or relocations, either temporary or permanent. F. Remove existing pavements and structures, including sidewalks and driveways, to conform to requirements of Section 02220 — Demolition, Removal, and Salvaging of Existing Material. G. Maintain permanent benchmarks, monumentation and other reference points, and unless otherwise directed in writing, replace those which are damaged or destroyed. 3.3 PROTECTION A. Protect trees, shrubs, lawns, existing structures, and other permanent objects outside of the construction limits. B. Protect and support above grade and below grade utilities, which are to remain. C. Restore damaged permanent facilities to pre -construction conditions unless replacement or abandonment of facilities are indicated on the Drawings. D. Take measures to minimize erosion of trenches and excavations. E. Do not allow water to pond in trenches or excavations. F. Where slides, washouts, settlements, or areas with loss of density or pavement failures or potholes occur, repair, recompact, and pave those areas at no additional cost to the Owner. G. The Contractor shall locate all existing underground lines, whether or not they are shown on the Drawings, sufficiently in advance of trenching operations to prevent any damage thereto. H. Verification of location, size, and burial depth of existing utilities shall be the complete responsibility of the Contractor. I. The Contractor is responsible for notifying pipeline and cable utility owners of the intention to cross said utility no less than seven (7) days prior to crossing the utility. J. Coordinate vertical separation requirements with utility owners and any other special construction considerations. K. Notify the Engineer if required changes in the vertical profile shown on the Drawings prior to constructing these changes. L. Trench digging machinery may be used to make the trench excavations except in places where operation of same would cause damages to pipelines, fences, or other existing structures either above or below ground; in such instances hand methods shall be employed. 3.4 EXCAVATION A. Perform excavation work so that pipe, conduit, or ducts can be installed to depths and alignments shown on the Drawings. B. Avoid disturbing surrounding ground and existing facilities and improvements. C. Determine trench excavation widths based on the requirements shown on the plans. D. Use sufficient trench width or benches above the embedment zone for installation of well point headers or manifolds and pumps where depth of trenches makes it uneconomical or impractical to pump from the surface elevation. E. Provide sufficient space between shoring cross braces to permit equipment operations and handling of forins, pipe, embedment and backfill, and other materials. Rehabilitation of Existing Sanitary Sewer 02317-5 August 2012 Mains in the Downtown Area F. Upon discovery of unknown utilities, badly deteriorated utilities not designated for removal, or concealed conditions, discontinue work at that location. Notify the Engineer and obtain instructions before proceeding. G. Shoring of Trench Walls: (1) Install special shoring in advance of trench excavation or simultaneously with the trench excavation, so that the soils within the full height of the trench excavation walls will remain laterally supported at all times. (2) For all types of shoring, support trench walls in the pipe embedment zone throughout the installation. (3) Provide trench wall supports sufficiently tight to prevent washing the trench wall soil out behind the trench wall support. (4) Unless otherwise directed by the Engineer, leave sheeting driven into or below the pipe embedment zone in place to preclude loss of support of foundation and embedment materials. (5) Leave rangers, walers, and braces in place as long as required to support the sheeting, which has been cut off, and the trench wall in the vicinity of the pipe zone. (6) Employ special methods for maintaining the integrity of embedment or foundation material. (7) Before moving supports, place and compact embedment to sufficient depths to provide protection of pipe and stability of trench walls. (8) As supports are moved, finish placing and compacting embedment. (9) If sheeting or other shoring is used below top of the pipe embedment zone, do not disturb pipe foundation and embedment materials by subsequent removal. (10) Maximum thickness of removable sheeting extending into the embedment zone shall be the equivalent of a one (1) inch thick steel plate. (11) Fill voids left on removal of supports with compacted backfill material. H. Wherever necessary to prevent caving, the trench shall be adequately supported as required by the Drawings and Specifications. I. The Contractor is entirely responsible for assuring that trenches are adequately supported to protect both the workers and the public. J. Use of Trench Shields/Trench Boxes: (1) Make trench excavations of sufficient width to allow shield to be lifted or pulled feely, without damage to the trench sidewalls. (2) Move trench shields so that pipe, and backfill materials, after placement and compaction, are not damaged or disturbed, or the degree of compaction reduced. (3) When required, place, spread, and compact pipe foundation and bedding materials beneath the shield. (4) For backfill above bedding, lift the shield as each layer of backfill is placed and spread. (5) Place and compact backfill materials against undisturbed walls and foundation. (6) Maintain trench shield in position to allow sampling and testing to be performed in a safe manner. (7) Contractor shall provide trench shield for Owner's tests within the trench as required in paragraph 3.11.B Rehabilitation of Existing Sanitary Sewer 02317-6 August 2012 Mains in the Downtown Area 3.5 HANDLING EXCAVATION MATERIALS A. Use only excavated materials which are suitable as defined in this Section and conforming to Section 02320 — Utility Backfill Materials. B. Place material suitable for backfilling in stockpiles at a distance from the trench to prevent slides or cave-ins. C. Do not place stockpiles of excess excavated materials on streets and adjacent properties. D. Protect excess stockpiles for use on site. 3.6 TRENCH FOUNDATION A. The trench shall be excavated to an even grade so that the bottom of the pipe will rest on the bottom of the trench over the entire length of the pipe. B. Any part of the trench excavated below grade shall be corrected by filling with approved material and compacting thoroughly. C. If ledge rock, rock fragments, or other unyielding material is encountered in the bottom of the trench, it shall be removed to a depth of six (6) inches below grade, refilled with selected material, and thoroughly compacted. D. Bell holes of ample dimensions shall be dug at each joint to permit the jointing of pipe to be made properly, and of sufficient depth to prevent the bell of the pipe from resting on undisturbed materials. 3.7 GROUND WATER CONTROL A. Should ground water become an issue, refer to Section 02240 — Dewatering. B. Provide a stable trench to allow installation in accordance with the Specifications. 3.8 PIPE EMBEDMENT, PLACEMENT AND COMPACTION A. hnmediately prior to placement of embedment materials, the bottoms and sidewalls of trenches shall be free of loose, sloughing, caving, or otherwise unsuitable soil. B. Place embedment including bedding, haunching, and initial backfill as shown on the Drawings. C. For pipe installation, manually spread embedment materials around the pipe to provide unifortn bearing and side support when compacted. D. Do not allow materials to free -fall from heights greater than twenty-four (24) inches above top of pipe. E. Perform placement and compaction directly against the undisturbed soils in'the trench sidewalls, or against sheeting which is to remain in place. F. Do not place trench shields or shoring within height of the embedment zone unless means to maintain the density of compacted embedment material are used. G. If moveable supports are used in embedment zone, lift the supports incrementally to allow placement and compaction of the material against undisturbed soil. H. Do not damage coatings or wrappings of pipes during backfilling and compacting operations. I. When embedding coated or wrapped pipes, do not use crushed stone or other sharp, angular aggregates. J. Place haunching material manually around the pipe and compact it to provide uniform bearing and side support. K. If necessary, hold small -diameter or lightweight pipe in place with sand bags or other suitable means during compaction of haunch areas and placement beside the pipe. Rehabilitation of Existing Sanitary Sewer 02317-7 August 2012 Mains in the Downtown Area L. Shovel in -place and compact embedment material using pneumatic tampers in restricted areas, and vibratory -plate compactors or engine -powered jumping jacks in unrestricted areas. M. Compact each lift before proceeding with placement of the next lift. N. Water tamping and water jetting are not allowed. O. For flowable fill, such as cement stabilized backfill, vibrate flowable backfill with concrete vibrator to consolidate material under haunches. P. Install specified location tape and wire as shown on the drawings and per paragraphs 2.3.A and 2.3.B. 3.9 TRENCH ZONE BACKFILL, PLACEMENT AND COMPACTION A. Place backfill for pipe or conduits and restore as soon as practicable. B. Leave only the minimum length of trench open as necessary for construction. C. Maximum allowed open trench is limited to 200 feet unless otherwise approved by the Owner. D. Where damage to completed pipe installation work is likely to result from withdrawal of sheeting, leave the sheeting in place. (1) Cut off sheeting two (2) feet or move above the crown of the pipe. (2) Remove trench supports within five (5) feet from the ground surface. E. Place trench zone backfill in lifts and compact by methods selected by the Contractor. F. Fully compact each lift before placement of the next lift. G. Cement Stabilized Backfill/Lean Concrete Backfill: (1) Place in depths as shown on plans. (2) Use vibratory equipment to ensure placement under the haunches of the pipe. (3) Backfilling of the remaining trench depth after cement stabilized backfill has been placed shall not commence until the in -place cement stabilized backfill has attained a penetration resistance reading of at least thirty (30) when measured with a soil penetrometer according to ASTM D 1558 and using a one -tenth square inch needle. (4) This equates to a penetration resistance of approximately 300 pounds per square inch. (5) This is not a strength requirement of the cement -stabilized backfill, but a measure of the degree of curing of the cement stabilized backfill. (6) After a penetrometer reading of 30 is obtained on the cement stabilized backfill, then compacted backfill operations may commence. (7) The Contractor shall furnish and have on site a calibrated ASTM D 1558 soil penetrometer with one -tenth square inch needle. (8) The Contractor shall take no less than four (4) penetrometer readings, equally spaced on both sides of the pipe (8 readings total) in accordance with ASTM D 1558, for each day's trench length that is planned for controlled density backfill operations. (9) Such readings shall be taken prior to commencing backfill operations. H. Bedding Material: (1) Sand bedding shall be loosely placed in trench as shown on the Drawings. I. Gravel Embedment: (1) Place in depths as shown on plans (2) Use vibratory equipment or shovel slicing to ensure placement under the haunches of the pipe. Rehabilitation of Existing Sanitary Sewer 02317-8 August 2012 Mains in the Downtown Area J. Native Material/Borrow Material (Pipe Installation): (1) Maximum lift thickness determined by Contractor to achieve uniform placement and required compaction, but not exceeding six (6) inches. (2) Compaction by trench sheep's foot or by vibratory equipment to provide backfill densities at least equivalent to the surrounding undisturbed material or ninety-five (95) percent of the maximum dry density determined according to ASTM D 698. (3) Use of vibratory equipment limited as specified in paragraph 2.1. (4) Moisture content within two (2) percent of optimum determined according to ASTM D 698. K. Topsoil: (1) Maximum lift thickness determined by Contractor to achieve uniform placement and required compaction, but not exceeding six (6) inches. (2) Compaction by trench sheep's foot or by vibratory equipment to provide backfill densities at least equivalent to the surrounding undisturbed material or ninety-five (95) percent of the maximum dry density determined according to ASTM D 698. (3) Use of vibratory equipment limited as specified in paragraph 2.1. (4) Moisture content within two (2) percent of optimum determined according to ASTM D 698. L. MANHOLES, JUNCTION BOXES, AND OTHER PIPELINE STRUCTURES (1) Meet the requirements of adjoining utility installations for backfill of pipeline structures, as shown on the Drawings. 3.10 FIELD QUALITY CONTROL A. Test for iaterial source qualifications as defined in Section 02320 — Utility Backfill Materials. B. Provide excavation and trench safety systems at locations and to depths required for testing and retesting during construction at no additional cost to the Owner. C. Tests will be performed by the Contractor on a minimum of three (3) different samples of each material type for plasticity characteristics, in accordance with ASTM D 4318, and for gradation characteristics, in accordance with Tex-101-E and Tex-110-E. Additional classification tests will be performed whenever there is a noticeable change in material gradation or plasticity. D. At least three (3) tests for moisture -density relationships will be performed initially for backfill materials in accordance with ASTM D 698. Additional moisture -density relationship tests will be performed whenever there is a noticeable change in material gradation or plasticity. E. The Contractor shall perform in -place density tests of compacted pipe foundation, embedment, and trench zone backfill soil materials according to ASTM D 1556, or ASTM D 2922 and ASTM D 3017, and at the following frequencies and conditions: (1) A minimum of one test for every 200 linear feet of compacted trench zone backfill material for each compacted layer. (2) Each independent excavation for each compacted layer F. Density tests will be distributed around the placement areas. Placement areas are foundation, bedding, haunching, initial backfill, and trench zone. G. The number of tests will be increased if compacting effort is variable and not considered sufficient to attain uniform density, as specified. Rehabilitation of Existing Sanitary Sewer 02317-9 August 2012 Mains in the Downtown Area �_l H. Density tests may be performed at various depths below the fill surface by pit excavation. Material in previously placed lifts may therefore be subject to acceptance/rejection. I. Two (2) verification tests will be performed adjacent to in -place tests showing density less than the acceptance criteria. Placement will be rejected unless both verification tests show acceptable results. J. Recompacted placement will be retested at the same frequency as the first test series, including verification tests. K. Recondition, recompact, and retest at Contractor's expense if tests indicate Work does not meet specified compaction requirements. For hardened cement stabilized backfill with nonconforming density, core and test for compressive strength at Contractor's expense. L. Acceptability of crushed rock compaction will be detennined by inspection. 3.11 DISPOSAL OF EXCESS MATERIAL A. Dispose of excess materials in accordance with requirements of Section 01576 — Waste Material Disposal. END OF SECTION Rehabilitation of Existing Sanitary Sewer 02317-10 August 2012 Mains in the Downtown Area SECTION 02320 UTILITY BACKFILL MATERIALS PART 1 GENERAL 1.1 SUMMARY A. This Section of the specification covers materials related to the backfill of utilities. B. Section Includes: (1) Definitions (2) References (3) Submittals (4) Tests (5) Material Descriptions (6) Material Testing (7) Sources (8) Material Handling (9) Field Quality Control 1.2 DEFINITIONS A. Refer to Section 02317 —Excavation and Backfill for Utilities. 1.3 REFENCES A. ASTM C 33 — Specification for Concrete Aggregate. B. ASTM C 40 — Test Method for Organic Impurities in Fine Aggregates for Concrete. C. ASTM C 123 — Test Method for Lightweight Pieces in Aggregate. D. ASTM C 131— Test Method for Resistance to Degradation of Small -Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. E. ASTM C 136 — Test Method for Sieve Analysis of Fine and Coarse Aggregates. F. ASTM C 142 — Test Method for Clay Lumps and Friable Particles in Aggregates. G. ASTM D 698 — Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lb/ft3). H. ASTM D 1140 — Test Method for Amount of Materials in Soils Finer Than Number 200 Sieve. I. ASTM D 2487 — Classification of Soils for Engineering Purposes (Unified Soil Classification System). J. ASTM D 2488 — Standard Practice for Description and Identification of Soils (Visual -Manual Procedure). K. ASTM D 4318 — Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. L. ASTM D 4643 — Method for Determination of Water (Moisture) Content of Soil by the Microwave Oven Method. M. TxDOT Tex-101-E — Preparation of Soil and Flexible Base Materials for Testing. N. TxDOT Tex- 104-E — Test Method for Determination of Liquid Limit of Soils (Part 1). O. TxDOT Tex-106-E — Test Method — Methods of Calculating Plasticity Index of Soils. P. TxDOT Tex- 110-E — Determination of Particle Size Analysis of Soils. Rehabilitation of Existing Sanitary Sewer 02320-1 August 2012 Mains in the Downtown Area 1.4 SUBMITTALS A. Conform to Section 01300 — Submittal Procedures. B. Submit a description of source, material classification and product description, production method, and application of backfill materials. C. Submit test results for samples of off -site backfill materials. D. For each delivery of material, provide a delivery ticket which includes source location. 1.5 TESTS A. Perform tests of sources for off -site backfill material. B. Verification tests of backfill materials may be performed by the Owner, at the Owner's expense; however, failing tests will be charged to the Contractor. PART 2 PRODUCTS 2.1 MATERIAL DESCIRPTIONS A. Concrete Sand Bedding: (1) Coarse -grained, well -graded, sand (natural, manufactured, or a combination of both) conforming to requirements of ASTM C 33. (2) Gradation shall conform to ASTM C 136. (3) Minimum bedding thickness shall be three (3) inches. B. Gravel Embedment: r (1) Gravel embedment shall be free of waste, trash, debris, organic material, unstable l material, and other non -gravel matter. (2) Gradation shall conform the following limits: Retained on 1" Sieve 0 Retained on 1/2" Sieve 0-20 Retained on 3/8" Sieve 30-50 Retained on No. 4 Sieve 90-100 Retained on No. 8 Sieve 95-100 (3) Gravel embedment shall be used for backfill to twelve (12) inches above the top of the pipe. This material MUST be shovel sliced to the haunch of the pipe and mechanically tamped to midpoint of the pipe. C. Cement Stabilized Backfill: (1) Cement Content — 2 sack mix per cubic yard. (2) Water/Cement Ratio — 0.60. (3) Maximum aggregate size shall not exceed one (1) inch diameter. D. Native Soil Material for Backfill: (1) Provide backfill material that is free of stones greater than six (6) inches, free of roots, waste, debris, trash, organic material, unstable material, non -soil matter, hydrocarbons, or other contamination. E. Topsoil: Rehabilitation of Existing Sanitary Sewer 02320-2 August 2012 Mains in the Downtown Area (1) Provide topsoil material that is free of stones greater than two (2) inches, free of roots, waste, debris, trash, organic matter, unstable material, non -soil matter, hydrocarbons, or other contamination. (2) Surface should be made clear of rock and other debris before planting. (3) Use top two (2) feet of excavated material for topsoil backfill. This material shall be set aside to prevent mixing with other excavated material. Topsoil is only required in non - paved areas. 2.2 MATERIAL TESTING A. Ensure that material selected, produced, and delivered to the project meets applicable specifications and is of sufficiently uniform properties to allow practical construction and quality control. B. Source or Supplier Qualification: (1) Perform testing, or obtain representative tests by suppliers, for selection of material sources and products. (2) Provide test results for a minimum of three (3) samples for each source and material type. (3) Tests samples of processed materials from current production representing material to be delivered. (4) Tests shall verify that the materials meet specification requirements. (5) Repeat qualification test procedures each time the source characteristic changes or there is a planned change in source location or supplier. (6) Qualification tests shall include, as applicable: (a) Gradation: Complete sieve analyses shall be reported regardless of the specified control sieves. The range of sieves shall be from the largest particle through the No. 200 sieve. (b) Plasticity of material passing the No. 40 sieve. (c) Clay lumps. (d) Lightweight pieces. (e) Organic impurities. (7) Production Testing: Provide reports to the Engineer from an independent testing laboratory that backfill materials to be placed in the Work meet applicable specification requirements.. C. Native material requires testing only when questionable material is encountered. PART 3 EXECUTION 3.1 SOURCES A. Use of material encountered in the trench excavations is acceptable, provided applicable specification requirements are satisfied. B. If excavation material is not acceptable, provide from other approved source. C. Top ten (10) inches of excavated material shall be used as topsoil. D. Identify off -site sources for backfill material at least fourteen (14) days ahead of intended use so that the Engineer may obtain samples for verification testing. E. Obtain approval for each material source by the Engineer before delivery is started. F. If sources previously approved do not produce uniform and satisfactory products, furnish materials from other approved sources. Rehabilitation of Existing Sanitary Sewer 02320-3 August 2012 Mains in the Downtown Area G. Materials maybe subjected to inspection or additional verification testing after delivery. H. Materials which do not meet the requirements of the specifications will be rejected. I. Do not use material which, after approval, has become unsuitable for use due to segregation, mixing with other materials, or by contamination. J. Once a material is approved by the Engineer, expense for sampling and testing required to change to a different material will be at the Contractor's expense with no additional cost to the Owner. 3.2 MATERIAL HANDLING A. Establish temporary stockpile locations as practical for material handling and control. B. Cement stabilized backfill shall be consolidated upon placement by using concrete vibrators to ensure filling of voids, filling around and under haunches of pipe and filling of spaces between corrugations. Vibration shall not be applied to the utility pipe itself. 3.3 FIELD QUALITY CONTROL A. Quality Control (1) The Engineer may sample and test backfill at: (a) Sources including borrow pits, production plants, and Contractor's designated off -site stockpiles. (b) On -site stockpiles. (c) Materials placed in the Work. (2) The Engineer may resample material at any stage of work or location if changes in characteristics are apparent. (3) Production Verification Testing: (a) The Owner's testing laboratory will provide verification testing on backfill materials, as directed by the Engineer. (b) Samples may be taken at the source or at the production plant, as applicable. B. Contractor shall cooperate with the Owner and Engineer in allowing access to materials. END OF SECTION Rehabilitation of Existing Sanitary Sewer 02320-4 August 2012 Mains in the Downtown Area SECTION 02530 SANITARY SEWER PIPING PART GENERAL 1.1 SUMMARY A. This section of the specifications covers sanitary sewer piping and manholes that are to be installed through the open cut method. The term piping as used herein shall include all piping, fittings, and accessories as shown on the plans and/or as specified herein. B. Section Includes: (1) Definitions (2) Submittals (3) Delivery, Storage, and Handling (4) Project Conditions (5) Manufacturers (6) Piping Materials (7) Non -pressure Type Pipe Couplings (8) Manholes (9) Concrete (10) Earthwork (11) Piping Installation (12) Sewer Line Crossing Water Line (13) Pipe Joint Construction (14) Manhole Installation (15) Concrete Placement (16) Closing Abandoned Sanitary Sewer Systems (17) Identification (18) Field Quality Control (19) Cleaning 1.2 DEFINITIONS A. PVC — Polyvinyl chloride plastic. 1.3 SUBMITTALS A. Submittals, in accordance with Section 01300 — Submittals, are required from the Contractor for the following materials and products: (1) Sanitary sewer pipe and fittings, ASTM D 3034 and ASTM F 679. (2) Manholes, frames, covers, joint sealant, and joint primer. (3) Laboratory analysis of rock embedment including sieve analysis. (4) Trench safety system. (5) Membrane curing compound. (6) Manhole Vacuum Test or Leakage Test Procedure or Method. Rehabilitation of Existing Sanitary Sewer 02530-1 August 2012 Mains in the Downtown Area (7) Submittals shall be reviewed and approved by the Engineer prior to the incorporation of any materials and products into the project. 1.4 DELIVERY, STORAGE, AND HANDLING A. Protect pipe, pipe fittings, and seals from dirt and damage. B. Handle manholes according to manufacturer's written rigging instructions. 1.5 PROJECT CONDITIONS A. Do not interrupt service to facilities occupied by the Owner or others unless permitted under the following conditions and then only after arranging to provide temporary service according to requirements indicated: (1) Notify the Engineer no fewer than five (5) days in advance of proposed interruption of service. (2) Do not proceed with interruption of service without the Engineer's written permission. B. The Contractor shall prepare a proposal to maintain sewer flow during construction of the new line. PART PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: B. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified. C. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified. 2.2 PIPING MATERIALS A. Acceptable materials (1) PVC Sewer Pipe (Type PSM, SDR 35 or SDR 26) (2) Components shall conform to ASTM D 1784 (3) Materials shall conform to ASTM D 3034 (4) Must meet dimensional, chemical, and physical requirements outlined in ASTM D 3034 and F 679. (5) Shall be installed according to ASTM D 2321. B. Each joint of pipe shall be marked with the following information: (1) Manufacturer's name. (2) Nominal pipe size. (3) PVC cell classification. (4) SDR. (5) ASTM D 3034 or F 679. 2.3 NON -PRESSURE TYPE PIPE COUPLINGS A. Comply with ASTM C 1173, elastotneric, sleeve -type, reducing or transition coupling, for joining underground non -pressure piping. Include ends of same sizes as piping to be joined and corrosion -resistant -metal tension band and tightening mechanism on each end. Rehabilitation of Existing Sanitary Sewer 02530-2 August 2012 Mains in the Downtown Area B. Sleeve Materials: (1) For Plastic Pipes: ASTM F 477, elastomeric seal or ASTM D 5926, PVC. (2) For Dissimilar Pipes: ASTM D 5926, PVC or other material compatible with pipe materials being joined. 2.4 MANHOLES A. Standard Pre -cast Concrete Manholes: ASTM C 478, pre -cast, reinforced concrete, of depth indicated, as specified in Section 02082 — Pre -cast Concrete Manholes, with provision for sealant joints. B. Diameter — forty-eight (48) inches, unless otherwise indicated. C. Base Section — six (6) inch minimum thickness for floor slab and four (4) inch minimum thickness for walls and base riser section, and having separate base slab or base section with integral floor. D. Rise Sections — four (4) inch minimum thickness, and of length to provide depth indicated. E. Top Section — Eccentric or Concentric cone top as indicated on the Drawings. F. Joint Sealant — ASTM C 990, bitumen or butyl rubber. G. Resilient Pipe Connectors — ASTM C 923, cast or fitted into manhole walls, for each pipe connection. H. Steps — Omit steps in sanitary sewer manholes. I. Grade Rings — Reinforced concrete rings, 6 to 9 inch total thickness, to match diameter of manhole frame and cover. J. Protective Coating — Refer to Section 02082 — Pre -Cast Concrete Manholes. K. Manhole Frames and Covers — Ferrous, Refer to Section 02084 — Frames, Grates, Rings, and Covers. L. Manhole Cover Insert/Inflow Prevention Device: Manufactured, plastic form, of size to fit between manhole frame and cover and designed to prevent stormwater inflow. Include handle for removal and gasket for gastight sealing. (1) Manufacturers: (a) FRW Industries: a Syneco Systems, Inc. Company (b) Knutson Enterprises (c) L.F. Manufacturing, Inc. (d) Parson Environmental Products, Inc. (2) Type: With drainage and vent holes. 2.5 CONCRETE A. General: Cast -in -place concrete according to Section 03300, ACI 318, ACI 350R, and the following: (1) Cement: ASTM C 150, Type II. (2) Fine Aggregate: ASTM C 33, sand. (3) Coarse Aggregate: ASTM C 33, crushed gravel. (4) Water: Potable. (5) Portland Cement Design Mix: 4000 psi minimum, with 0.45 maximum water/cementitious materials ratio. (6) Reinforcement Fabric: ASTM A 185, steel, welded wire fabric, plain. (7) Reinforcement Bars: ASTM A 615/A 615M, Grade 60, deformed steel. Rehabilitation of Existing Sanitary Sewer 02530-3 August 2012 l_ Mains in the Downtown Area 3 B. Manhole Channels and Benches: Factory or field formed from concrete. Portland cement design mix, 4000 psi minimum, with 0.45 water/cementitious materials ratio. Include channels and benches in manholes. C. Channels: Concrete invert, formed to same width as connected piping, with height of vertical sides to three -fourths of pipe diameter. Form curved channels with smooth, uniform radius and slope. D. Invert Slope: two (2) percent through manhole E. Benches: Concrete, sloped to drain into channel. F. Slope: four (4) percent G. Ballast and Pipe Supports: (1) Portland cement design mix, 3000 psi minimum, with 0.58 maximum water/cementitious materials ratio. (2) Reinforcement Fabric: ASTM A 185, steel, welded wire fabric, plain. (3) Reinforcement Bars: ASTM A 615/A 615M, Grade 60, deformed steel. 2.6 MISCELLANEOUS MATERIALS A. Paint: SSPC —Paint 16. B. PE Sheeting: ASTM D 4397, with at least eight (8) mil thickness or other equivalent, imperious material. PART 3 EXECUTION 3.1 EARTHWORK A. Excavating, trenching, and backfilling are specified in Division 2 Section 02317 — Excavation and Backfill for Utilities. 3.2 PIPING INSTALLATION A. General Locations and Arrangements: (1) Drawing plans and details indicate general location and arrangement of sanitary sewer piping. (2) Location and arrangement of piping layout take design considerations into account. (3) Install piping as indicated, to extent practical. (4) Where specific installation is not indicated, follow piping manufacturer's written instructions. (5) Install piping beginning at low point, true to grades and alignment indicated with unbroken continuity of invert. (6) Place bell ends of piping facing upstream. (7) Install gaskets, seals, sleeves, and couplings according to manufacturer's written instructions for using lubricants, cements, and other installation requirements. (8) Install manholes for changes in direction, unless fittings are indicated. Use fittings for branch connections, unless direct tap into existing sewer is indicated. (9) Install proper size increasers, reducers, and couplings where different sizes or materials of pipes and fittings are connected. Reducing size of piping in direction of flow is prohibited. B. Tunneling or Boring: In areas that cannot be disturbed by open trench installation, or if the Contractor elects, approved pipe may be installed by tunneling or boring.. -, Rehabilitation of Existing Sanitary Sewer 02530-4 August 2012 Mains in the Downtown Area g�g, C. Clear interior of piping and manholes of dirt and superfluous material as work progresses. Maintain swab or drag in piping, and pull past each joint as it is completed. D. Place plug in end of incomplete piping at end of day and when work stops. 3.3 SEWER LINE CROSSING WATER LINE A. Where a new sewer line crosses a waterline, the wastewater line shall be embedded in cement -stabilized sand for the total length of one (1) pipe segment plus twelve (12) inches beyond the joint on each end as shown on the drawings. 3.4 PIPE JOINT CONSTRUCTION A. Join gravity -flow, non -pressure, drainage piping according to the following: (1) Join PVC sewer piping according to ASTM D 2321 and ASTM D 3034 for elastomeric- seal joints or ASTM D 3034 for elastomeric-gasket joints. 3.5 MANHOLE INSTALLATION A. Install manholes complete with appurtenances and accessories indicated. B. Install pre -cast concrete manhole sections with sealants according to ASTM C 891. C. Install PE sheeting on earth where cast -in -place concrete manholes are to be built. D. Form continuous concrete channels and benches between inlets and outlet. E. Set tops of frames and covers flush with finished surface of manholes that occur in pavements. Set tops three (3) inches above finished surface elsewhere, unless otherwise indicated. F. Install manhole cover inserts in frame and immediately below cover. 3.6 CONCRETE PLACEMENT A. Place cast -in -place concrete according to Section 03300 — Cast -in -Place Concrete. 3.7 CLOSING ABANDONED SANITARY SEWER SYSTEMS A. Plug and abandon in place existing sewer line as shown on plans. 3.8 IDENTIFICATION A. Materials and their installation are specified in Division 2 Section — Earthwork. B. Arrange for installation of green warning tapes directly over piping and at outside edges of underground manholes. C. Use detectable warning tape over nonferrous piping and over edges of underground manholes. 3.9 FIELD QUALITY CONTROL A. Inspect interior of piping to determine whether line displacement or other damage has occurred. B. Inspect after approximately 24 inches of backfill is in place, and again at completion of Project. C. Submit separate report for each system inspection. D. Defects requiring correction include the following: (1) Alignment: Less than full diameter of inside of pipe is visible between structures. (2) Deflection: Pipe deflection exceeding 5% shall be replaced by the Contractor. (3) Crushed, broken, cracked, or otherwise damaged piping. (4) Infiltration: Water leakage into pipe. Rehabilitation of Existing Sanitary Sewer 02530-5 August 2012 } Mains in the Downtown Area 1 1 €_ F (5) Exfiltration: Water leakage from or around piping. E. Replace defective piping using new materials, and repeat inspections until defects are within allowances specified. F. Reinspect and repeat procedure until results are satisfactory. G. Test new piping systems and manholes in accordance with Section 02533 — Acceptance Testing for Sewers. H. Do not enclose, cover, or put into service before inspection and approval. I. Test completed piping systems according to requirements of authorities having jurisdiction. J. Schedule tests and inspections by authorities having jurisdiction with at least 24 hours advance notice. K. Submit separate report for each test. L. Manholes: Perform hydraulic test according to ASTM C 969. M. Leaks and loss in test pressure constitute defects that must be repaired. N. Replace leaking piping using new materials, and repeat testing until leakage is within allowances specified. 3.10 CLEANING A. Clean interior of piping of dirt and superfluous material. END OF SECTION Rehabilitation of Existing Sanitary Sewer Mains in the Downtown Area 02530-6 August 2012 SECTION 02533 ACCEPTANCE TESTING FOR SEWERS PART1 GENERAL 1.1 SUMMARY A. This section includes acceptance testing requirements for sanitary sewers. B. Section Includes: (1) References (2) Perfonnance Requirements (3) Submittals (4) Gravity Sewer Quality Assurance (5) Sequencing and Scheduling (6) Low Pressure Air Test (7) Ground Water Determination (8) Deflection Test (9) Preparation (10) Leakage Testing of Gravity Sewers (11) Test Criteria (12) Deflection Testing (13) Leakage Testing of Manholes (14) Adjustment and Cleaning C. Related Sections: (1) Section 01300 — Submittal Requirements (2) Section 01700 — Contract Closeout D. Related Documents: (1) Drawings and general provisions of the Contract, including General Conditions and Division 1 Specification Sections, apply to this Section. 1.2 REFERENCES A. ASTM C 828 — Low -Pressure Air Test of Sewer Lines. B. ASTM C 1244 — Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. C. ASTM F 1417 — Standard Test Method for Installation Acceptance of Plastic Gravity Sewer Lines Using Low -Pressure Air. D. UNI B 6 — Recommended Practice for Low Pressure Air Testing of Installed Sewer Pipe. 1.3 PERFORMANCE REQUIREMENTS A. Perform air testing in accordance with requirements of this section and the referenced standards in paragraph 1.2. 1.4 SUBMITTALS A. Conform to requirements of Section 01300 — Submittal Procedures. B. Test Plan: Before testing begins and inadequate time to obtain approval through the submittal process, prepare and submit a test plan for approval by the Engineer. Include Rehabilitation of Existing Sanitary Sewer 02533-1 August 2012 Mains in the Downtown Area testing procedures, methods, equipment, and tentative schedule. Obtain advance written approval for deviations from the Drawings and Specifications. C. Test Reports: Submit test reports for each test on each segment of sewer. 1.5 GRAVITY SEWER QUALITY ASSURANCE A. Repair, correct, and retest manholes or sections of pipe which fail to meet specified requirements when tested. 1.6 SEQUENCING AND SCHEDULING A. Perform testing after installation is complete. : B. Coordinate testing schedules with the Engineer. C. Perform testing under observation of the Engineer or his designee. PART PRODUCTS 2.1 LOW PRESSURE AIR TEST A. Minimum Requirement for Equipment: (1) Control panel. (2) Low-pressure air supply connected to control panel. (3) Pneumatic plugs: Acceptable size for diameter of pipe to be tested; capable of withstanding internal test pressure without leaking or requiring external bracing. (4) Air hoses from control panel to: (a) Air supply (b) Pneumatic plugs (5) Sealed line for pressurizing (6) Sealed line for monitoring internal pressure. (7) Testing Pneumatic Plugs: Place a pneumatic plug in each end of a length of pipe on the ground. Pressurize plugs to 25 psig; then pressurize sealed pipe to 5 psig. Plugs are acceptable if they remain in place against the test pressure without external aids. 2.2 GROUND WATER DETERMINATION A. Pipe probe or small diameter casing for ground water elevation determination. 2.3 DEFLECTION TESTING A. Go — No Go Device (mandrel) 1.5x pipe diameter in length per the City of Lubbock specifications. PART 3 EXECUTION 3.1 PREPARATION A. Notify the Owner's Representative a minimum of 24 hours prior to conducting any testing. B. Provide labor, equipment, tools, test plugs, risers, air compressor, air hose, pressure meters, pipe probe, calibrated weirs, or any other device necessary for proper testing and inspection. C. The selection of test methods and pressures for storm sewers shall be determined based on ground water elevation. Determine ground water elevation using equipment and procedures conforming to Section 02240 — Dewatering. If no ground water control is required for pipe installation, then ground water will not be considered a factor. Rehabilitation of Existing Sanitary Sewer 02533-2 August 2012 Mains in the Downtown Area D. Components to be tested will be thoroughly cleaned to remove debris, gravel, grit, dirt or other foreign material prior to performing any tests. E. The Engineer will approve equipment used for testing. The Contractor at no expense to the Owner will replace testing equipment rejected by the Engineer. F. The Contractor is responsible for all costs associated with testing. 3.2 LEAKAGE TESTING FOR GRAVITY SEWERS A. Test gravity sewer pipes for leakage by low pressure air testing. B. Test new manholes with water or low pressure air. Manholes tested with low pressure air shall undergo a physical inspection prior to testing. C. Leakage testing shall be performed after backfilling of a line segment. D. If no installed piezometers or monitoring well is within 2,000 feet of the sewer segment, the Contractor shall provide a temporary piezometers or monitoring well for this purpose. If no groundwater is encountered during pipe installation, then this requirement will be waived. E. Compensating for Ground Water Pressure: (1) Where ground water exists, install a pipe nipple at the same time sewer line is placed. Use a '/z inch capped pipe nipple approximately ten (10) inches long. Make the installation through manhole wall on top of the sewer line where line enters manhole. (2) Immediately before performing line acceptance test, remove cap, clear pipe nipple with air pressure, and connect a clear plastic tube to nipple. Support tube vertically and allow water to rise in the tube. After water stops rising, measure height in feet of water over invert of the pipe. Divide this height by 2.31 feet/psi to determine the ground water pressure to be used in line testing. F. Low Air Pressure Test: When using this test conform to ASTM C 924, ASTM C 1103, or ASTM F 1417, as applicable. (1) For six (6) inch diameter pipe: (a) Determine ground water level. (b) Plug both ends of pipe. (c) Pressurize pipe to 4.0 psig. (i) Increase pressure 1.0 psi for each 2.31 feet of ground water over highest point in system. (d) Allow pressure to stabilize for two (2) to four (4) minutes. (e) Adjust pressure to start at 3.5 psig (plus adjustment for ground water level). (f) To determine air loss, measure the time interval for pressure to drop to 2.5 psig. (g) The time must exceed that calculated in Section 3.3.A. (2) The test may be stopped at the discretion of the Engineer and considered successful if zero pressure loss is observed in the first 25 percent of the calculated total test time. (3) Retest: Any section of pipe which fails to meet requirements shall be repaired and retested. 3.3 TEST CRITERIA A. Low Pressure Air Test: (1) Time Allowed for Pressure Loss From 3.5 psig to 2.5 psig, at the end of this Section, are based on the equation: (a) T = 0.0850(D)(K)/(Q) (i) where: Rehabilitation of Existing Sanitary Sewer 02533-3 August 2012 Mains in the Downtown Area 1. T = time for pressure to drop 1.0 pounds per square inch gauge in seconds 2. K = 0.000419 DL, but not less than 1.0 3. D = average inside diameter in inches 4. L = length of line of same pipe size in feet 5. Q = rate of loss, 0.0015 ft3/minute/square foot internal surface 3.4 DELFECTION TESTING A. Test each pipe segment for maximum deflection in accordance with the requirements of the TCEQ Chapter 317 .2(a)( 4)(C) by passing a manually pulled mandrel through the pipe segment. B. Test pipe after it has been installed and completely backfilled to finished grade for a minimum of 30 days. C. Test will be considered successful if the mandrel passes through the pipe segment unhindered. D. The Contractor must repair any pipe segment that does not pass the mandrel test as necessary such that it will pass the mandrel test. Any expense for such repairs are at sole expense of the Contractor. E. Use a mandrel that has a diameter of no less than ninety-five (95) percent of the inside diameter of the pipe. F. Mandrel will be provided by the Contractor and will be design to withstand a pressure of 200 psi without being deformed. G. The mandrel will have an odd number of legs and have at least nine legs. The barrel section of the mandrel will have a length of at least seventy-five (75) percent of the inside diameter of the pipe. 3.5 LEAKAGE TESTING FOR MANHOLES A. Test each manhole independently of the pipe using a negative pressure test in accordance with the latest version of ASTM C 924. B. A negative pressure of ten (10) inches of mercury (Hg) will be applied to the manhole. C. Test will be considered successful if there is less than one (1) inch of mercury (Hg) vacuum loss over the specified test time period. D. The testing period is five (5) seconds for each two (2) feet of manhole depth for forty-eight (48) inch diameter manholes. 3.6 ADJUSTMENT AND CLEANING A. Contractor will return areas disturbed by the Work to the conditions existing prior to commencement of the work. B. Contractor will grade disturbed areas to the preexisting grade. C. The Engineer will determine if adequate adjustments and cleaning have been performed. D. The Contractor will leave the construction site clean, neat, and free of construction debris. E. Areas that have established turf will have sod placed in the excavated areas. F. Paved areas will have pavement replaced in accordance with the City of Lubbock Street Engineering Standard Paving Specifications. END OF SECTION Rehabilitation of Existing Sanitary Sewer 02533-4 August 2012 Mains in the Downtown Area SECTION 02750 BYPASS PUMPING OF EXISTING SANITARY SEWERS PART 1 GENERAL 1.1 SUMMARY A. The work covered by this section of the specifications includes that necessary for furnishing, installing, and maintaining bypass pumping capabilities for existing sanitary sewer systems. B. Section Includes: (1) References (2) Administrative Requirements (3) Submittals (4) Action Subinittal/Infonnation Submittal (5) Equipment (6) Preparation (7) Installation (8) Field or Site Quality Control (9) Closeout Activities 1.2 REFERENCES A. Reference standards cited in this Specification refer to the current reference standard published at the time that these Specifications were released. 1.3 ASMINISTRATIVE REQUIREMENTS A. Coordination (1) Schedule meeting with Engineer to review sewer shutdown prior to replacing or rehabilitating any facilities. (2) Engineer reserves the right to delay schedule due to weather conditions or other unexpected conditions within the existing sanitary sewer system. (3) Review bypass pumping arrangement or layout in the field with Engineer prior to beginning operations. Facilitate preliminary bypass pumping run with Engineer present to affirm the operation is satisfactory. (4) After replacement or rehabilitation of facilities, coordinate the reestablishment of sewer flow with Engineer staff. (5) Provide onsite continuous monitoring during all bypass pumping operations using one of the following methods: (a) Personnel on site (b) Portable SCADA equipment 1.4 SUBMITTALS A. Conform to requirements of Section 01300 — Submittal Procedures. 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS A. Submit a detailed plan and description outlining all provisions and precautions that will be taken with regard to handling of sewer flows. Submit the plan to the Engineer for approval a minimum of 7 days prior to commencing work. Include the following details: Rehabilitation of Existing Sanitary Sewer 02750- l August 2012 Mains in the Downtown Area (1) Schedule for installation and maintenance of bypass pumping system. (2) Staging areas for pumps (3) Pump sizes, capacity, number of each size, and power requirements (4) Calculations for static lift, friction losses, and velocity (5) Pump curves showing operating range and system head curves (6) Sewer plugging methods (7) Size, length, material, joint type, and method for installation of suction and discharge piping (8) Method of noise control for each pump and/or generator, if required (9) Standby power generator size and location (10) Suction and discharge piping plan (11) Emergency action plan identifying the measures taken in the event of a pump failure or sewer spill (12) Staffing plan for responding to alarm conditions identifying multiple contacts by name and phone numbers (office and mobile) (13) A contingency plan to implement in the event the replacement or rehabilitation has unexpected delays or problems. PART PRODUCTS 2.1 EQUIPMENT A. Pumping (1) Provide equipment that will convey 100 percent of wet weather peak flow conditions. (2) Provide fully automatic self -priming pumps. Foot -valves or vacuum pumps are not permitted for priming reasons. (3) Pumps must be constructed to allow dry running for periods of time to account for the cyclical nature of sewer flow. (4) Provide 1 stand-by pump for each size to be maintained on site. Place backup pumps on line, isolated from the primary system by valve. (5) If multiple pumps are required to meet the flow requirements, provide the necessary fittings and connections to incorporate multiple discharges. (6) Noise levels of the pumping system must follow the requirements of the City noise ordinance for gas wells. B. Piping (1) Install pipes with joints which prevent the incident of flow spillage C. Plugs or Stop Logs (1) Plugs (a) Select a plug that is made for the size and potential pressure head that will be experienced. (b) Provide an additional anchor, support or bracing to secure plug when back pressure is present. (c) Use accurately calibrated air pressure gauges for monitoring the inflation pressure. (d) Place inflation gauge at location outside of confined space area. Keep the inflation - gauge and valve a safe distance from the plugs. (e) Never over inflate the plug beyond its pressure rating. Rehabilitation of Existing Sanitary Sewer 02750-2 August 2012 Mains in the Downtown Area (2) Stop Logs (a) Use stop log devices designed for the manhole or sewer vault structure in use. (b) If applicable, obtain stop logs from City that may be used on specific structures. PART 3 EXECUTION 3.1 PREPARATION A. Locate the bypass pipelines in area to minimize disturbance to existing utilities and obtain approval of those locations from the Engineer. 3.2 INSTALLATION A. Install and operate pumping and piping equipment in accordance to the submittals provided per this Specification. B. Sewer Flow Stoppage (1) Plugging (a) Use confined space procedures and equipment during installation when necessary. (b) Thoroughly clean the pipe before insertion of plug. (c) Insert the plug seal surface completely so it is fully supported by the pipe. (d) Position the plug where there are not sharp edges or protrusion that may damage the plug. (e) Use pressure gauges for measuring inflation pressure. (f) Minimize upstream pressure head before deflating and removing. C. Sewer flow control and monitoring (1) Take sufficient precautions to ensure sewer flow operations do not cause flooding or damage to public or private property. The Contractor is responsible for any damage resulting from bypass pumping operations. (2) Begin continual monitoring of the sewer system as soon as the sewer is plugged or blocked. Be prepared to immediately start bypass pumping if needed due to surcharge conditions. (3) Sewer discharge may be into another sewer manhole or appropriate vehicle or container only. Do not discharge sewer into an open environment such as an open channel or earthen holding facility. (4) Do not construct bypass facilities where vehicular traffic may travel over the piping. (a) Provide details in the suction and discharge piping plan that accommodate both the bypass facilities and traffic without disrupting either service. 3.3 FIELD OR SITE QUALITY CONTROL A. Field or Site Tests and Inspections (1) Perform leakage and pressure tests of the bypass pumping pipe and equipment before actual operation begins. (2) Have Engineer on site during tests. 3.4 CLOSEOUT ACTIVITIES Rehabilitation of Existing Sanitary Sewer 02750-3 August 2012 Mains in the Downtown Area A. Once plugging or blocking is no longer necessary, remove in such a way that permits the sewer flow to slowly return to normal — preventing surge, surcharging and major downstream disturbance. END OF SECTION Rehabilitation of Existing Sanitary Sewer 02750-4 August 2012 Mains in the Downtown Area SECTION 03300 CAST -IN -PLACE CONCRETE PART 1 GENERAL 1.1 SUMMARY A. This Section includes, but is not limited to cast -in -place concrete, including formwork, reinforcing, mix design, placement procedures, curing, and finishes. B. Section Includes: (1) Definitions (2) Submittals (3) Quality Assurance (4) Deliver, Storage and Handling (5) Form -Facing Materials (6) Steel Reinforcement (7) Reinforcement Accessories (8) Concrete Materials (9) Admixtures (10) Curing Materials (11) Repair Materials (12) Concrete Mixes (13) Fabricating Reinforcement (14) Concrete Mixing (15) Formwork (16) Embedded Items (17) Removing and Reusing Forms (18) Shores and Reshores (19) Steel Reinforcement (20) Joints (21) Concrete Placement (22) Miscellaneous Concrete Items (23) Concrete Protecting and Curing (24) Field Quality Control 1.2 DEFINITIONS A. Cementitious Materials: Portland cement alone or in combination with one or more of blended hydraulic cement, fly ash or other pozzolans, ground granulated blast -furnace slag, and silica fume. 1.3 SUBMITTALS A. Product Data: For each type of manufactured material and product indicated. Rehabilitation of Existing Sanitary Sewer 03300-1 August 2012 Mains in the Downtown Area B. Design Mixes: For each concrete mix, include alternate mix designs when characteristics of materials, project conditions, weather, test results, or other circumstances warrant adjustments. C. Indicate amounts of mix water withheld for later addition at Project site. Water added at project site will not be permissible without paperwork showing how much water has been withheld. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has completed concrete work similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance. B. Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete products complying with ASTM C 94 requirements for production facilities and equipment. C. Manufacturer must be certified according to the National Ready Mixed Concrete Association's Certification of Ready Mixed Concrete Production Facilities. D. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, each aggregate from one source, and each admixture from the same manufacturer. E. ACI Publications: Comply with the following, unless more stringent provisions are indicated: (1) ACI 301— Specification for Structural Concrete (2) ACI 117 — Specifications for Tolerances for Concrete Construction and Materials. 1.5 DELIVERY, STORAGE AND HANDLING A. Deliver, store, and handle steel reinforcement to prevent bending and damage. B. Avoid damaging coatings on steel reinforcement. PART PRODUCTS 2.1 FORM -FACING MATERIALS A. Smooth -Formed Finished Concrete: Form -facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints. B. Plywood, metal, or other approved panel material. C. Rough -Formed Finished Concrete: Plywood, lumber, metal, earth, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit. D. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/ by 3/ inch, minimum.\ E. Form -Release Agent: Commercially formulated form -release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. F. Formulate form -release agent with rust inhibitor for steel form -facing materials. G. Form -Ties: Factory -fabricated, removable or snap -off metal or glass -fiber -reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal. H. Furnish units that will leave no corrodible metal closer than one (1) inch to the place of the exposed concrete surface. Rehabilitation of Existing Sanitary Sewer 03300-2 August 2012 Mains in the Downtown Area I. Furnish ties that, when removed, will leave holes less than one (1) inch in diameter in concrete surface. J. Furnish ties with integral water -barrier plates to walls indicated to receive damp proofing or waterproofing. 2.2 STEEL REINFORCEMENT A. Reinforcing Bars: ASTM A 615, Grade 60, deformed 2.3 REINFORCEMENT ACCESSORIES A. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire fabric in place. B. Manufacture bar supports according to CRSI's Manual of Standard Practice from steel wire, plastic, and as follows: (1) For concrete surfaces exposed to view, where legs of wire bar supports contact forms, use CRSI Class 1 plastic -protected or CRSI Class 2 stainless -steel bar supports. (2) For slabs -on -grade, use supports with sand plates or horizontal runners where base material will not support chair legs. (3) Wood, concrete, or clay blocks are not permissible. C. Joint Dowel Bars: Plain -steel bars, ASTM A 615, Grade 60. Cut bars true to length with ends square and free of burrs. 2.4 CONCRETE MATERIALS A. Portland Cement: ASTM C 150, Type I. B. Fly Ash: ASTM C 618, Class C. C. Normal -Weight Aggregate: ASTM C 33, uniformly graded, and as follows: D. Class: Moderate weathering region, but not less than 3M. E. Water: Potable and complying with ASTM C 94. 2.5 ADMIXTURES A. General: Admixtures certified by manufacturer to contain not more than 0.1 percent water- soluble chloride ions by mass of cementitious material and to be compatible with other admixtures and cementitious materials. Do not use admixtures containing calcium chloride. B. Air -Entraining Admixture: ASTM C 260. C. Water -Reducing Admixture: ASTM C 494, Type A. D. High -Range, Water -Reducing Admixture: ASTM C 494, Type F. E. Water -Reducing and Accelerating Admixture: ASTM C 494, Type E. F. Water -Reducing and Retarding Admixture: ASTM C 494, Type D. G. Moisture Retaining Film: Dayton Superior — Sure Film J-74. 2.6 CURING MATERIALS A. Clear, Waterborne, Membrane -Forming Curing Compound: ASTM C 309, Type 1, Class B. B. Curing blankets approved by the Engineer. 2.7 REPAIR MATERIALS A. Repair Underlayment: Cement -based, polymer -modified, self -leveling product that can be applied in thicknesses from 1/8 inch and that can be feathered at the edges to match adjacent elevations. Rehabilitation of Existing Sanitary Sewer 03300-3 August 2012 Mains in the Downtown Area B. Cement Binder: ASTM C 150, Portland Cement or hydraulic or blended hydraulic cement as defined in ASTM C 219. C. Primer: Product of underlayment manufacturer recommended for substrate, conditions, and application. D. Aggregate: Well -graded, washed gravel, 1/8 to 1/4 inch, or coarse sand as recommended by underlayment manufacturer. E. Compressive Strength: Not less than 4100 psi at 28 days when tested according to ASTM C 109. 2.8 CONCRETE MIXES A. Prepare design mixes for each type and strength of concrete determined by either laboratory trial mix or field data bases, as follows: (1) Proportion normal -weight concrete according to ACI 211.1 and ACI 301. (2) Standard design mix to be used unless noted otherwise, provide normal weight concrete with the following properties: (3) Compressive Strength (28 days): 3000 psi (4) Type I cement (5) Fly Ash: Allow up to 25% of cementitious material (6) Minimum Slump: 4 inches (7) Maximum Slump: 6 inches (8) Maximum Slump for Concrete Containing High -Range Water -Reducing Admixture: 8 inches after admixture is added to concrete with 2 to 4 inch slump. (9) Maximum Water/Cementitious Materials Ratio: 0.55 (10) Add air -entraining admixture at manufacturer's prescribed rate to result in concrete at point of placement having an air content of five (5) to seven (7) percent, unless otherwise indicated. B. Cementitious Materials: (1) For concrete exposed to deicers, limit percentage, by weight, of cementitious materials other than Portland cement according to ACI 301 requirements. (2) Limit percentage, by weight, of cementitious materials other than Portland cement in concrete as follows: (a) Fly Ash: 20 percent (b) Do not air entrain concrete to trowel -finished interior floors and suspended slabs. Do not allow entrapped air content to exceed 3 percent. (c) Admixtures with chloride ions are prohibited. C. Admixtures: (1) Use admixtures according to manufacturer's written instructions. (2) Use water -reducing admixture or high -range water -reducing admixture (superplasticizer) in concrete, as required, for placement and workability. (3) Use water -reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions. (4) Use water -reducing admixture in pumped concrete, concrete for heavy -use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a water/cementitious materials ratio below 0.50. 2.9 FABRICATING REINFORCEMENT Rehabilitation of Existing Sanitary Sewer 03300-4 August 2012 Mains in the Downtown Area A. Fabricate steel reinforcement according to CRSI's Manual of Standard Practice. 2.10 CONCRETE MIXING A. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94, and as specified. B. When air temperature is between 85 degrees Fahrenheit and 90 degrees Fahrenheit, reduce mixing and delivery time from ninety (90) minutes to seventy-five (75) minutes, and when air temperature is above 90 degree Fahrenheit, reduce mixing and delivery time to sixty (60) minutes. PART 3 EXECUTION 3.1 FORMWORK A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until concrete structure can support such loads. B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117. C. Limit concrete surface irregularities, designated by ACI 347R as abrupt or gradual, as follows: (1) Class B, 1/4 inch (2) Construct forms tight enough to prevent loss of concrete mortar. (3) Fabricate forms for easy removal without hammering or prying against concrete surfaces. (4) Provide crush or wrecking plates where stripping may damage cast concrete surfaces. (5) Provide top forms for included surfaces steeper than 1.5 horizontal to 1 vertical. Kerf wood inserts form forming keyways, reglets, recesses, and the like, for easy removal. (6) Do not use rust -stained steel form -facing material. (7) Set edge of forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces. (8) Provide and secure units to support screed strips, use strike -off templates, or compacting type screeds. (9) Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible. Close openings with panels rightly fitted to forms and securely braced to prevent loss of concrete mortar. Locate temporary openings in forms at inconspicuous locations. (10) Chamfer exterior corners and edges of permanently exposed concrete. (11) Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads required in the Work. Determine sizes and locations from trades providing such items. (12) Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete. (13) Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment. (14) Coat contact surfaces of forms with form -release agent, according to manufacturer's written instructions, before placing reinforcement. 3.2 EMBEDDED ITEMS Rehabilitation of Existing Sanitary Sewer 03300-5 August 2012 Mains in the Downtown Area �i A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast -in -place concrete. B. Use Setting Drawings, templates, diagrams, instructions, and directions fiunished with items -. to be embedded. C. Install anchor bolts, accurately located, to elevations required. 3.3 REMOVING AND REUSING FORMS A. Formwork, for sides of beams, walls, columns and similar parts of the Work, that does not - support weight of concrete may be removed after cumulatively curing at not less than 50 degree Fahrenheit for 52 hours after placing concrete provided concrete is hard enough to not be damaged by form -removal operations and provided curing and protection operations are maintained. B. Leave formwork, for beam soffits, joist, slabs, and other structural elements, that supports weight of concrete in place until concrete has achieved the following: (1) At least 70 percent of 28-day design compressive strength. C. Determine compressive strength of in -place concrete by testing representative field or laboratory cured test specimens according to ACI 301. D. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form -facing material will not be acceptable for exposed surfaces. Apply new form -release agent. E. When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints. Align and secure joints to avoid offsets. Do not use patched forms for exposed concrete surfaces unless approved by Architect. 3.4 SHORES AND RESHORES A. Comply with ACI 318, ACI 301, and recommendations in ACI 347R for design, installation, and removal of shoring and reshoring. B. Plan sequence of removal of shores and reshore to avoid damage to concrete. Locate and provide adequate reshoring to support construction without excessive stress or deflection. 3.5 STEEL REINFORCEMENT A. Comply with CRSI's Manual of Standard Practice for placing reinforcement. B. Do not cut or puncture vapor retarder. Repaid damage and reseal vapor retarder before placing concrete. C. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials. D. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing reinforcing bars. E. All reinforcement to be in place prior to placing of concrete. Equipment will not be allowed to drive over reinforcement. 3.6 JOINTS A. Construction joints true to line with faces perpendicular to surface plane of concrete. B. Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect. C. Place joints perpendicular to main reinforcement. Continue reinforcement across construction joints, unless otherwise indicated. Do not continue reinforcement through sides of strip placements of floors and slabs. Rehabilitation of Existing Sanitary Sewer 03300-6 August 2012 Mains in the Downtown Area D. Form from preformed galvanized steel, plastic keyway -section forms, or bulkhead forms with keys, unless otherwise indicated. Embed keys at least 1-1/2 inches into concrete. E. Locate joints for beams, slabs, joists, and girders in the middle third of spans. Offset joints in girders a minimum distance of twice the beam width from a beam -girder intersection. F. Locate horizontal joints in walls and columns at underside of floors, slabs, beams, and girders and at the top of footings or floor slabs. G. Space vertical joints in walls as indicated. Locate joints beside piers integral with walls, near corners, and in concealed locations where possible. H. Use a bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. I. Contraction Joints in Slabs -on -Grade: Form weakened -plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one- fourth of concrete thickness, as follows: (1) Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut 1/8 inch wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks. (2) Curb and Gutter Joints: Curbs and gutter shall be constructed with an expansion joint at the tangent point on each return at intersections and at the end of each day's concrete pour. (a) A construction or contraction joint shall be located at intervals corresponding to the joint interval of the adjacent concrete pavement or as directed by the Owner's Representative. (b) Joints in the new concrete pavement shall extend through the new curb and gutter unless otherwise directed by the Owner's Representative. (c) All joints shall be perpendicular to the surface of the concrete and to the axis of the section. (d) The contraction joints shall be made by cutting into the curb and gutter sections with a trowel a depth of 22 inches; these joints shall be finished as specified under finishing. (e) Expansion joint material shall be an approved preformed bituminous impregnated non -extruding type jointing material, meeting the requirements of AASHTO M 213. The joint material shall be 1/2 inch thick, and shaped to the section of the curb and gutter or other work. (3) Sidewalk Joints: Space contraction joints at 4 feet and expansion joints every 20 feet. Expansion joints shall be placed between existing and new setting of concrete. (4) Dowel Joints: Install dowel sleeves and dowels or dowel bar and support assemblies at joints where indicated. (a) Use dowel sleeves or lubricate or asphalt -coat one-half of dowel length to prevent concrete bonding to one side of joint. 3.7 CONCRETE PLACEMENT A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed. B. Do not add water to concrete during delivery, at Project site, or during placement, unless approved by the Engineer. Rehabilitation of Existing Sanitary Sewer 03300-7 August 2012 Mains in the Downtown Area C. Before placing concrete, water may be added at Project site, subject to limitations of ACI 301. D. Do not add water to concrete after adding high -range water -reducing admixtures to the mix. E. Water may not be added beyond the limit of water withheld from the plant. F. Deposit concrete continuously or in layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. G. If a section cannot be placed continuously, provide construction joints as specified. H. Deposit concrete to avoid segregation. I. Deposit concrete in forms in horizontal layers no deeper than 24 inches and in a manner to avoid inclined construction joints. Place each layer while preceding layer is still plastic, to avoid cold joints. J. Consolidate placed concrete with mechanical vibrating equipment. Use equipment and procedures for consolidating concrete recommended by ACI 309R. (1) Do not use vibrators to transport concrete inside forms. Inset and withdraw vibrators vertically at uniformly spaced locations no farther than the visible effectiveness of the vibrator. (2) Place vibrators to rapidly penetrate placed layer and at least 6 inches into preceding layer. (3) Do not insert vibrators into lower layers of concrete that have begun to lose plasticity. (4) At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mix constituents to segregate. K. Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of construction joints, until placement of a panel or section is complete. L. Consolidate concrete during placement operations so concrete is thoroughly worked around reinforcement and other embedded items and into corners. M. Maintain reinforcement in position on chairs during concrete placement. N. Screed slab surfaces with a straightedge and strike off to correct elevations. O. Slope surfaces uniformly to drains where required. P. Begin initial floating using bull floats or darbies to form a uniform and open -textured surface plane, free of humps or hollows, before excess moisture or bleedwater appears on the surface. Do not further disturb slab surfaces before starting finishing operations. Q. Cold Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. (1) When air temperature has fallen to or is expected to fall below 40 degree Fahrenheit, uniformly heat water and aggregates before mixing to obtain a concrete mix temperature of not less than 50 degrees Fahrenheit and not more than 80 degrees Fahrenheit at point of placement. (2) Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. (3) Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators, unless otherwise specified and approved in mix designs. R. Hot Weather Placement: Place concrete according to recommendations in ACI 35OR and as follows, when hot weather conditions exist: Rehabilitation of Existing Sanitary Sewer 03300-8 August 2012 Mains in the Downtown Area 6 L. S. Cool ingredients before mixing to maintain concrete temperature below 90 degrees Fahrenheit at time of placement. T. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. U. Using liquid nitrogen to cool concrete is Contractor's option. V. Cover steel reinforcement with water -soaked burlap so steel temperature will not exceed ambient air temperature immediately before embedding in concrete. W. Fog -spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade moisture uniform without standing water, soft spots, or dry areas. 3.8 MISCELLANEOUS CONCRETE ITEMS A. Filling In: Fill in holes and openings left in concrete structures, unless otherwise indicated, after work of other trades is in place. B. Mix, place, and cure concrete, as specified, to blend with in -place construction. Provide other miscellaneous concrete filling indicated or required to complete Work. 3.9 CONCRETE PROTECTION AND CURING A. Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold -weather protection and with recommendations in ACI 305R for hot -weather protection during curing. B. Formed Surfaces: Cured formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces. (1) Leave forms in place for a minim of 3 days. (2) Upon removal of forms, apply approved curing compound. C. Unformed Surfaces: Begin curing immediately after finishing concrete. (1) Cure unformed surfaces, including floors and slabs, concrete floor toppings, and other surfaces, by the following method: D. Concrete shall be wet cured for 3 days after concrete placement. Wet curing shall begin immediately after final finishing of slab surface and shall consist of continuous misting by sprinkler or wet burlap. (1) No work will be permitted on the slab during wet curing. E. Immediately after removal of sprinkler or burlap, Contractor shall apply approved curing compound. F. During cold weather concrete placement, in lieu of wet curing, the Contractor shall place plastic sheets over the concrete surface with blankets over the plastic. Plastic shall remain in place for 3 days. G. Sealing Coat: Uniformly apply a continuous sealing coat of curing and sealing compound to hardened concrete by power spry or roller according to manufacturer's written instructions. 3.10 FIELD QUALITY CONTROL A. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device will be permitted by the Engineer. END OF SECTION Rehabilitation of Existing Sanitary Sewer 03300-9 August 2012 Mains in the Downtown Area PUBLIC WORKS ENGINEERING BROADWAY CROSSING SANITARY SEWER REPLACEMENT MAYOR GLEN C. ROBERTSON CITY COUNCIL VICTOR HERNANDEZ, FLOYD PRICE, TODD KLEIN, JIM GERLT, KAREN G,IBSON, LATRELLE JOY CITY MANAGER LEE ANN DUMBAULD VICINITY MAP city of Wbboek TEXAS AUGUST 20, 2012 CHIEF OPERATIONS OFFICER MARSHA REED, P.E. CITY ENGINEER WOOD FRANKLIN, P.E. CHIEF WATER UTILITIES ENGINEER JOHN TURPIN, P.E. ..... _____................._. REVISIONS BROADWAY CROSSING SANITARY SEWER REPLACEMENT LEGEND GENERAL NOTES: UTILITY NOTES: PRIOR TO THE COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR SHALL EXAMINE THE CONTRACT THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING THE TYPE, INFORMATION AND DOCUMENTS AND SPECIFICATIONS, THE PLANS INCLUDING ALL NOTES AND ANY OTHER APPLICABLE LOCATION OF UNDERGROUND AND OTHER UTILITIES IS NOT GUARANTEED TO BE ACCUW-11E OR STANDARDS AND SPECIFICATIONS RELEVANTOT THE PROPER COMPLETION OF THE WORK SPECIFIED, COMPREHENSIVE. THE EXISTING UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FAILURE ON THE PART OF THE CONTRACTOR TO EXAMINE ALL STANDARDS OR SPECIFICATIONS FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. PERTAINING TO THIS WORK SHALL IN NO WAY RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PERFORMING THE WORK IN ACCORDANCE WITH ALL SUCH APPLICABLE STANDARDS AND SPECIFICATIONS. THE ENIGINEERMAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN OR NOTED THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS TECHNIQQUES SEQUENCES AND COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE OR ABANDONED. THE ENGINEER PROCEDURES OF CONSTRUCTION AND ANY SAFETY PRECAUTION PROGRAMS RELATIN�a IN ANY WAY TO HAS NOT PHYSICALLY LOCATED ANY UNDERGROUND UTILITIES SHOWN. THE CONDITIONS OF THE PREMISES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND PROTECT ALL PUBLIC EXISTING NLTYPNESINDRAINAGEENSRUOICREOUND SURFACES EATE UAES IN FLLDUCTION OF DHEEUTIEASAJOELANDSCAPIG, UTILITY PIPELINES TUC STRUCTURES FENCES, ARE OR ALRB TO THE AND TYPPDLO LOCATIONS OAUNERGOUND ANOIS THER UTILITIES AS DETERMINATIONS NECESSARY DIG-TESS NOTE: PERMIT INSTALLATION OF THE WdRK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT THE TO AVOID DAMAGES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOUND. THE EXPENSE, IN THE SAh1E LOCATION AND IN CONDITION EQUAL TO OR BEl TER THAN CONTRACTOR SHALL CONTACT THE CONTRACTOR SHALL REPAIR ANY DAMAGES TO EXISTING UTILITIES IMMEDIATELY AND AT DIG-TESS (I-BOO-DIG-TESS) NO ADDITIONAL COST TO THE CITY OF LUBBOCK. FOR UTILITY LOCATES NO THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN LATER THAN TWO FULL ACCORDANCE WITH THE CITY OF LUBBOCK STANDARDS, TEXAS STATE LAW, AND O.S.H.A. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE PROPER NOTIFICATION OF CONSTRUCTION WORKING DAYS PRIOR TO STANDARDS FOR ALL EXCAVATIONS. ACTIVITIES PRIOR TO BEGINNING THE PROJECT AND TO FOLLOW ALL APPLICABLE PROPERTEXAS COMMENCING GRADING/ AT ALL TIMES THAT WORK IS PROGRESSING THE CONTRACTOR SHALL HAVE A DESIGNATED COMPETENT UTILIZATION OF TEXAS CONE-CMALL RULES TO AVOID UTILITY DISRUPTION. THIS INCLUDES PAVING/CONSTRUCTION. PERSON ON -SITE WHO SHALL BE RESPONSIBLE FOR SUPERVISING THE WORK AND WHOSE DUTY IT WILL BE TO PERFORM REQUIRED SAFETY INSPECTIONS AND TO DIRECT ALL REQUIRED CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH AND PROTECTING ANY SAFETY ACTIVITIES. PUBLIC AND PRIVATE UTILITIES IN THE AREA, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF LUBBOCK DESIGN STANDARDS �ej.- OF`r`,4 AND SPECIFICATIONS, IN THE CASE OF CONFLICT BETWEEN DRAWINGS SPECIFICATIONS OR CITY OF ++51! LUBBOCK DESIGN STANDARDS AND SPECIFICATIONS THE MOST STRINGENT SHALL BE FOLLOWED UNLESS REQUESTED BY CONTRACTOR AND APPROVED IN WRITING BY CITY OF LUBBOCK ENGINEER+: ��t THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING THE PROPOSED LINE AS SHOWN JONN TUgPIN ON THE PLAN.j„`:,, 96600 THE CONTRACTOR IS TO FOLLOW THE BEST MANAGEMENT PRACTICES (BMPS) TO COMPLY WITH THE EPAS STORM WATER POLLUTION PREVENTION PLAN REQUIREMENTS. PROJECT NOTES: PROJECT CONTACTS: j, PRIOR TO ANY CONSTRUCTION DIFFERENT FROM THIS PLAN CALL JOSH FWD AT 548-4152 FOR OWNER'S REPRESENTATIVE: 1Lib �JOC� city of AUTHORIZATION, ALL VARIANCES SHALL BE REQUESTED ANb APPROVED IN WRITTEN FORM. JOHN TURPIN, P.E. 1[xas THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING, LOCATING AND RECONNECTING 0: (806)775342 ALL EXISTING ACTIVE SERVICE CONNECTIONS. PROJECT MANAGER: JOE MANGREM ( THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY RELOCATION OF TRASH DUMPSTERS AND 0: 77S-2344 3.0. 212010 FOR RETURNING THEM TO THEIR ORIGINAL LOCATION AT THE CONTRACTOR'S OWN EXPENSE, WITHOUT ADDITIONAL COMPENSATION. SENIOR INSPECTOR: C.I.P. *91038.9242.30000 JOSH FLUD 0:775-3161 DESIGNED BY:JM } C: 546-4152 DRAWN BY: DDJAD CHECKED BY:JT SCALE: 1" = 50' DATE: 06/18/12 BROADWAY CROSSING SANITARY SEWER REPLACEMENT DRAWING k 1 1^C-443 G-1 BROADWAY CROSSING SANITARY SEWER REPLACEMENT STA 5+47 TIE TO EXISTING MH ... . ........ . 3199.10S E" w -XV7 ....... ... < r'xls:r w PROPOSED 8" PVC 26 SEWER LINE BROADWAY AVE. (100- ROW) LEGEND 0 PROPOSED MANHOLE sq 0 so EXISTING MANHOLE —1 PROP SEWER LINE SCALE 1:50 EXISTING SEWER LINE EXISTING WATER LINE PROP. S471 OF 8" PVC SDR 26 (8'-10'CUT) 3205 ABANDONED WATER f INK LINE 3190,10 S s 3191.72 FL VERTICAL 1 -5' HORIZONTAL 1"=lDO' 0+00 MH-1 Q'NAI :*rl REMOVE EXISTING MH INSTALL NEW STANDARD MH (SEE S-2 #3) NORTH: INSTALL NEW 8" PVC SDR 26 (See S-2 #1) WEST: TIE EXISTING 6"VCT TO NEW MH SOUTH: TIE EXISTING &'VCT TO NEW MH 1+41 DEMOLISH AND REMOVE EXISTING MANHOLE 5+47 STA 1+41 SOUTH: TIE NEW B" PVC SDR 26 INTO EXISTING MH AT 3190.10 EXISTING MH JQU2JAND REMOVE PLUG EXISTING 6" VCT LINE & FILL WITH CONCRETE 319T.72 FL, PROPOSED 8'*PVC SEWER LINE 13TH ST STH A0+00—, M IM21W 10 3192.28 NS .. ... ..... .. GENERAL NOTES: 1. PRIOR TO ANY CONSTRUCTION DIFFERENT FROM THIS PLAN, CALL JOSH FLUD 0 S48-4152. 2. MANDATORY: CALL FOR LINE LOCATES 48 HOURS PRIOR TO BEGINNING OF ANY CONSTRUCTION ACTIVITY. 3. FOLLOW BEST MANAGEMENT PRACTICES TO COMPLY WITH EPAS STORM WATER POLLUTION PREVENTION PLAN REQUIREMENTS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING, LOCATING AND RECONNECTING ALL EXISTING ACTIVE SERVICE CONNECTIONS. DIG-TESS NOTE: CONTRACTOR SHALL CONTACT DIG-TESS (1-800-DIG-TESS) FOR UTILITY LOCATES NO LATER THAN TWO FULL WORKING DAYS PRIOR TO COMMENCING GRADING/ PAVING/CONSTRUCTION. ON Lubbock i, 3.0.212010 ClP. #91038.9242.30000 DESIGNED BY: IM DRAWN BY: DDIAD CHECKED BY: JIT SCALE: 1' = 50' DATE: 06118112 BROADWAY CROSSING SANITARY SEWER REPLACEMENT DRAWING # 1-C-443 S-1 REVISIONS BROADWAY CROSSING SANITARY SEWER REPLACEMENT DETAIL SHEET 12.' . ...... I 112SACK FLOW.ABLE FILL BACKFILL COMPACTED TO 95% ASTM D :E 2% OFIM VARIES MOISTURE698 CON(MAXOMU TENT, ( &'LIFTS) SERVICE LINE EXISTING SERVICE LINES TO BE 12" REPLACED WITHIN EXCAVATION AND CONNECTED TO NEW MAIN PROPOSED MAIN VARIES VOLUME BETWEEN BOTTOM OF EXCA AND NEW MAIN SHALL BE ONE OF TH 'THOROUGHLY MPACTED BACKFILL WITH 3' SANI TAMPED EMBEDMENT EXISTING MAIN TO BE REPLACED ALTERNATIVE BACKFILL FULL DEPTH OF TRENCH BACKFILL I i SACK CONTROLLED LOW STRENGTH MATERIAL TJFLOWABLE FIN WITH PEA GRAVEL. ANY OTHER ALTERNATIVE SAC FILL METHODS SHALL BE APPROVED BY THE ENGINEER. SEWER LINE REPLACEMENT WITH EXISTING SERVICES --l-1.1 -1-1-1 .111- ...... ..... . N.T.S. SEE S-2 41 COMPACTED BACKFILL EXISTING WATER . ....... COMPACTED BACKFILL /2 SACK STABILIZED MATERIAL, LENGTH OF MATERIAL TO BE A MINIMUM OF 10.0' EACH SIDE OF EXISTING WATER EMBEDMENT SDR 26 SEWER PIPE MATERIAL FULL JOINT TO BE TRENCH WIDTH CENTERED UNDER EXISTING WATER LINE SEWER, CROSSING UNDER EXISTING WATER 2N.T.S. TYPE "C'HMAC 6- EMSTING ASPHALT PAVING /A ALL JOINTS ASPHALT ASPHALT TACK COAT TO BE SAWCUT. CLASS "B' CONCRETE 3000 PSI AT 7 DAYS THOROUGH FARE STREETS #4 BARS 12" O.C. E.W. CLASS 'C" CONCRETE ALL JOINTS DRILL AND DRIVE 12* DEFORMED TO BE SAWCUT 5 DOWEL BARS 6" INTO EXISTING SLAB ON YSPACING. ION EKESTING THICKNESSVA )LLOWING' CONCRETE X-RIES —.. TYP. 6"-9" DTDINGRIAPAVING A--'.."" :''-j f-'S* MIN, L PIPE CONCRETE CONCRETE CAP CLASS "B" CONCRETE 3DD0 PSI AT 7 DAYS r BRICK JOINTS TO FILLED WITH SAND/CEMENT #4 BARS 12' O.C. MAX SPACING AT A 50150 BLEND, OR AS APPROVED BY THE IN BOTH DIRECTIONS ENGINEER C-41.--- . I" SAND CUSHION 6" MIN. V 8" MIN. Ate.. . �- BRICK TYPICAL MANHOLE FRAME AND COVER X, , ECCENTRIC GONE SECTION T-- SEAL ALL JOINTS PER REQUIREMENTSMANUFACTURER D RISER SECTION H (TONGUE &GROOVE) BOTTOM RISER SECTION (BUTT & GROOVE) 1* TO 2"GROLrr SPACE 6' MIN CONCRETE BASE FORMED SURFACES 6" OR lgEPIPE DIA. JP) WHICHEVER IS LARGER #4 BARS-6" D.C. EA. WAY 2" BELOW BOTTOM OF PIPE H P D T 6' TO 15- MI MIN. 4' 4' TO 16' IS OVER MIN. 60- MIN. S' 16i6EP ALL SIZES MIN. - MIN. S' 1--1 .. . .... . ..... .. ... .111 -.— 3 PRECAST REINFORCED CONCRETE MANHOLE N.T.S. LEGEND DIG-TESS NOTE: CONTRACTOR SHALL CONTACT DIG-TESS (1-800-DIG-TESS) FOR UTILITY LOCATES NO LATER THAN TWO FULL WORKING DAYS PRIOR TO COMMENCING GRADING/ PAVDOCONSTRUCTION. . ...... .. ... city of luboc TEXAS 3.0.212010 C.I.P. #91038.9242.30000 DESIGNED BY: JM DRAWN BY: DD/AD CHECKED BY: JT SCALE: V = 50' DATE: 06/18/12 BROADWAY CROSSING SANITARY SEWER REPLACEMENT DRAWING I-C-443 S-2