Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract 39843
41. CITY SECRETARY,3(� SPECIFICATIONS CONTRACT NO. AND FORMS OF CONTRACT AND BONDS FOR Repainting and Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs and Renovation for Eastwood 1.5 MG Elevated Storage Facility, and Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility - Project No. P265-606180130580 No — August 2009 Prepared for CITY OF FORT WORTH, TEXAS FORTWORTH Prepared by DELTATEK ENGINEERING Registration Number F-4419 14114 DALLAS PARKWAY, SUITE 480 DALLAS, TEXAS 75254 469-374-9800 OFFICIAL RECORD www.deltatekeng.com CITY SECRETARY FT. WORTH, TX ,910,214 CITY SECRETARY' C SPECIFICATIONS CON'iRACT NO. , R c AND FORMS OF CONTRACT AND BONDS FOR Repainting and Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs and Renovation for Eastwood 1.5 MG Elevated Storage Facility, and Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility Project No. P265-606180130580 August 2009 Prepared for CITY OF FORT WORTH, TEXAS FORTWORTH Prepared by DELTATEK ENGINEERING Registration Number F-4419 14114 DALLAS PARKWAY, SUITE 480 DALLAS, TEXAS 75254 469-374-9800 www.deltatekeng.com \, 1111(A 11 I OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Page 1 of 2 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 1/26/2010 DATE: Tuesday, January 26, 2010 REFERENCE NO.: C-24057 LOG NAME: 60ALTA MESA AND EASTWOOD ELEVATED TANK SUBJECT: Authorize a Contract with N.G. Painting, L.P., in the Amount of $1,329,600.00 for Repair and Renovation of Alta Mesa 9.2 MG Ground Storage Facility, Structural Repair and Renovation of Eastwood 1.5 MG Elevated Storage Facility and Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility Located at 4328 Alta Mesa Boulevard, 4256 Strong Avenue and 5870 Blackmore Avenue (COUNCIL DISTRICTS 5, 6 and 7) RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with N.G. Painting, L.P., in the amount of $1,329,600.00 for Repair and renovation of Alta Mesa 9.2 MG Ground Storage Facility, Structural Repair and Renovation of Eastwood 1.5 MG Elevated Storage Facility and Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility located at 4328 Alta Mesa Boulevard, 4256 Strong Avenue and 5870 Blackmore Avenue. DISCUSSION: On July 14, 2009, (M&C C-23661) the City Council authorized the City Manager to execute an Engineering Agreement with Deltatek Engineering for design and preparation of the contract documents for the repair and renovation of Alta Mesa 9.2 MG Ground Storage Facility, Structural Repair and Renovation of Eastwood 1.5 MG Elevated Storage Facility and Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility. The plant staff recently inspected the Alta Mesa ground storage tank, Eastwood elevated tank and Como ground storage tank and found the coating system had reached the end of its serviceable lifetime and the start of structural damage due to corrosion, requiring repairs and repainting to extend the tank service life. This construction project consists of structural repair, safety modifications and repainting of the interior and exterior of this tank. This project was advertised on August 27, 2009, and September 3, 2009, in the Fort Worth Star -Telegram. On October 1, 2009, the following bids were received: Bidder N.G. Painting, L.P. Superior Industrial Classic Protective J.R. Stelzer State Painting Corp. JPI Painting Blastco Texas, Inc. Atlas Painting and Sheeting IW Bid Amount Contract $1,329,600.00 150 Days $1,759,061.00 $1,867,000.00 $1,418,185.00 $1,630,600.00 $1,576,500.00 $1,344,000.00 $2,683,950.00 :f app�a� it Doc Type=Print 1/27/2010 Page 2 of 2 Utility Service TMI Coating $1,704,420.00 $2,054,600.00 In addition to the contract amount $26,000.00 is required for project management by Water Department staff and $65,888.00 is required for project contingencies. N.G. Painting, L.P., is in compliance with the City's M/WBE ordinance by committing to 27 percent M/WBE participation. The City's goal on this project is 21 percent. This project is in COUNCIL DISTRICTS 5, 6 and 7. FISCAL INFORMATION / CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budget, as appropriated, of the Water Capital Projects Fund. FUND CENTERS: TO Fund/Account/Centers FROM Fund/Account/Centers P265 541200 606180130580 $1,395.488.00 P265 511010 606180130580 $26,000.00 CERTIFICATIONS: Submitted for Citv Manaaer's Office bv: Fernando Costa (6122) Oriainatina Department Head: S. Frank Crumb (8207) Additional Information Contact: Seiavash Mir (8404) ATTACHMENTS 1. 60ALTA MESA AND EASTWOOD ELEVATED TANK - Como Ground Storage Tank.odf (Public) 2. 60ALTA..MESA AND EASTWOOD ELEVATED TANK Eastwood_ Elevated Tank .pdf (Public) 3. 60AIta Mesa and Eastwood_ Elevated Tank FAR.p_df (CFW Internal) 4. 60ALTA MESA AND EASTWOOD ELEVATED TANK MWBE.pdf (CFW Internal) 5. 60AL_TAMESA AND EASTWOOD ELEVATED TANK -_Alta Mesa Reservoir.p_d_f (Public) 6. FUNDING.pdf (CFW Internal) http://apps.cfwnet.org/ecouncil/printmc.asp?id=12618&print=true&DocType=Print 1/27/2010 Addendum No. 1 Repainting and Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs and Renovation for Eastwood 1.5 MG Elevated Storage Facility, and Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility Project Number P265-606180130580 City of Fort Worth, Texas Addendum Date: September 28, 2009 To all plan holders via email BIDPROPOSAL: Bid Item 15: Add: Payment for construction of the overflow structure and all piping modifications shall be paid from this bid item. Bid Item 21: Add: Payment for 7501f of seam sealing cornice to shell connection shall be added to this bid item. Seam sealer shall be Sikaflex I or approved equal. Bid Item 35: Clarification: Payment shall be for seam sealing not seal welding top cornice to lower cornice connection. Seam sealer shall be Sikaflex I or approved equal. ADD: General Conditions Section C 8-8 Pages C8-1 through C84 Measurement and Payment: This section was inadvertently omitted from some sets of specifications. End of Addendum No. 1 DELTATEK ENGINEERING PRO Bahram Niknam, P.E. Attachments 1. Section C8-8 Pages C8-1 through C8-4 14114 Dallas Parkway, Suite 480 Dallas, Texas 75254 - . Firm Registration No. F-4419 469-374-9800 Fax 469-374-9801 Email: bn<a?deltatekens.com *®I BAHRAM NIKNAM .......... ....... 53254 . s fffI- Q�STE�aG����® Addendum No. 1 Page 1 of 1 PART C — GENERAL CONDITIONS C8-8 MEASURMENT AND PAYMENT C8-8 MEASURMENT AND PAYMENT C8-8.1 MEASURMENT OF OUANTITIES: The determination of quantities of work performed by the Contractor and authorized by the Contract Documents acceptably completed under the terms of the Contract Documents shall be made by the Engineer, based on measurements made by the Engineer. These measurements will be made according to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and items installed C8-8.2 UNIT PRICES: When in the Proposal a "Unit Price" is set forth, the said "Unit Price" shall include the famishing by the Contractor of all labor, tools, materials, machinery, equipment, appliances and appurtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of all work to be done under these Contract Documents. The "Unit Price" shall include all permanent and temporary protection of overhead, surface, and underground structures, cleanup, finished, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other causes, delays, profits, injuries, damage claims, taxes, and all other items not specifically mentioned that may be required to fully construct each item of the work complete in place an in a satisfactory condition of operation. C8-8.3 LUMP SUM: When in the Proposal a "Lump Sum" is set forth, the said "Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidiary work necessary for the constriction and completion of all the work to provide a complete and functional item as detailed in the Special Contract Documents and/or Plans. C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and accept the compensation, as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or form the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution of the work at any time before its final acceptance by the Owner, (except as provided in Paragraph C5-5.14) for all risks of whatever description connected with the prosecution of the work, for all expense incurred by or in consequence of suspension or discontinuance of such prosecution of the working operations as herein specified, or any and all infringements or patents, trademarks, copyrights, or other legal reservations, and for completing the work in an acceptable manner according to the terms of the Contract Documents. C8-8-1 Addendum No. 1 The payment of any current or partial estimate prior to final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense, any defects or imperfections in the construction or in the strength or quality of the material used or equipment and machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfection, or damage shall have been discovered on or before the final inspection and acceptance of the work or during the one year guarantee period after final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the 1" and 5'h day or each month the Contractor shall submit to the Engineer a statement showing an estimate of the value of the work done during the previous month, or estimate period under the Contract Documents. Not later than the 16* day of the month the Engineer shall verify such estimate, and if it is found to be acceptable and the value of work performed since the last partial payment was made exceeds one hundred dollars in amount, 90% of such estimated sum will be paid to the Contractor if the total contract amount is less than $400,000, or 95% of such estimated sum will be paid to the Contractor if the total contract amount is $400,000 or greater within twenty-five (25) days after the regular estimate period The City will have the option of preparing estimated on form furnished by the City. The partial estimate may include acceptable nonperishable materials delivered to the work, which are to be incorporated into the work as a permanent part thereof; but which at the time of the estimate have not been installed.(such payment will be allowed on a basis of 85% of the net invoice value thereof) The Contractor shall furnish the Engineer such information as he may request to aid him as a guide in the verification or the preparation of partial estimates. It is understood that the partial estimate from month to month will be approximate only, and all partial monthly estimates and payment will be subject to correction in the estimates rendered following the discovery of an error in any previous estimate, and such estimate shall not, in any respect, be taken as an admission of the Owner of the amount of work done or of its quality of sufficiency, or as an acceptance of the work done or the release of the Contractor of any of his responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any monthly estimate if the Contractor fails to the work strictly in accordance with the specifications or provisions of this contract. C8-8.6 W MOLDING PAYMENT: Payment on any estimate or estimates may be held in abeyance if the performance of the construction operations is not in accordance with the requirements of the Contract Documents. C8-8-2 Addendum No. 1 said Contract Documents, all approved modifications thereof, and additions and alterations thereto approved in writing by the Owner. The burden of proof of such compliance shall be upon the Contractor to show that he has complied with the said requirements of the Contract Documents, approved modifications thereof, and all approved additions and alterations thereto. C8-8.10 GENERAL GUARANTEE: Neither the final certificate of payment nor any provision in the Contract Documents nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and pay for any damage to other work resulting therefrom which shall appear within a period of one year from the date of final acceptance of the work unless a longer period is specified and shall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the performance of the general guarantee as above outlined The Owner will give notice of observed defects with reasonable promptness. C8-8.11 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents, or the Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal, for each bid item. Surface restoration, rock excavation, and clean-up are general items of work which fall in the category of subsidiary work. C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one - tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. C8-8.13 RECORD DOCUMENTS: Contractor shall keep on record a copy of all specifications, plans, addenda, modifications, shop drawings, and samples at the site, in good order and annotated to show all changes made during the construction process. These shall be delivered to the Engineer upon completion of the work. C8-8-4 Addendum No. I CJ dfi M M mi SPECIFICATIONS AND FORMS OF CONTRACT AND BONDS FOR Repainting and Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs and Renovation for Eastwood 1.5 MG Elevated Storage Facility, and Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility Project No. P265-606180130580 August 2009 Prepared for CITY OF FORT WORTH, TEXAS FORTWORTH Prepared by DELTATEK ENGINEERING Registration Number F-4419 14114 DALLAS PARKWAY, SUITE 480 DALLAS, TEXAS 75254 469-374-9800 www.deltatekeng.com Repainting and Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs and Renovation for Eastwood 1.5 MG Elevated Storage Facility, and Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility TABLE OF CONTENTS Notice to Bidders A Special Instructions to Bidders A Proposal B Conflict of Interest Questionnaire COI Minority and Women Business Enterprises Specifications B General Conditions C Supplementary Conditions CS Special Conditions D TECHNICAL SPECIFICATIONS E DIVISION 1- GENERAL REQUIREMENTS 01010 Summary of Work.............................................................................................................................01010 - 1 - 2 01011 Prevailing Wage Rate........................................................................................................................01011 - 1 - 1 01070 Abbreviations....................................................................................................................................01070 - 1 - 5 01150 Measurement and Payment...............................................................................................................01150 - 1 - 1 01300 Submittals.........................................................................................................................................01300 - 1 - 6 Sample........................................................................................................................................ Sample - 1 - 1 01310 Construction Schedule......................................................................................................................01310 - 1 - 1 01360 Quality Assurance.............................................................................................................................01360 - 1 - 2 01370 Schedule of Values............................................................................................................................01370 - 1 - 2 Sample...................................................................................................................................... Sample - A - D 01420 Inspection Services...........................................................................................................................01420 - 1 - 1 01700 Contract Close-Out...........................................................................................................................01700 - 1 - 2 01710 Cleaning and Adjusting.....................................................................................................................01710 - 1 - 2 DIVISION 2 - SITE WORK 02100 Site Preparation & Cleaning..................................................................... .........................................02100 - 1 - 1 DIVISION 3 - CONCRETE................................................................................................................................. Not Used DIVISION4 - MASONRY................................................................................................................................... Not Used DIVISION5 - METALS...................................................................................................................................... Not Used 05500 Metal Fabrications............................................................................................................................05500 - 1 - 7 05515 Ladders..............................................................................................................................................05515 - 1 - 3 05520 Handrails & Railings.........................................................................................................................05520 - 1 - 2 DIVISION 6 - WOOD AND PLASTICS............................................................................................................. Not Used DIVISION 7 - THERMAL AND MOISTURE PROTECTION....................................................................... Not Used DIVISION 8 - DOORS AND WINDOWS........................................................................................................... Not Used Repainting and Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs and Renovation for Eastwood 1.5 MG Elevated Storage Facility, and Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas Project P265-606180130580 August 2009 TOC -1 Repainting and Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs and Renovation for Eastwood 1.5 MG Elevated Storage Facdity, and Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility TABLE OF CONTENTS DIVISION 9 - FINISHES 09900 Painting.............................................................................................................................................09900 - 1 - 9 DIVISION10 - SPECIALTIES............................................................................................................................ Not Used DIVISION 11- EQUIPMENT 11550 Fall Prevention System.....................................................................................................................11550 - 1 - 2 DIVISION 12 - FURNISHINGS.......................................................................................................................... Not Used DIVISION 13 - SPECIAL CONSTRUCTION................................................................................................... Not Used DIVISION 14 - CONVEYING SYSTEMS.......................................................................................................... Not Used DIVISION 15 - MECHANICAL DIVISION16 - ELECTRICAL........................................................................................................................... Not Used PerformanceBond................................................................................................................................................................ F PaymentBond...................................................................................................................................................................... F MaintenanceBond............................................................................................................................................................... F Certificateof Insurance....................................................................................................................................................._. F Contractor Compliance With Worker's Compensation Law.........................:...................................................................... F PartG - Contract................................................................................................................................................................. G Appendix Armstrong Lab Report Number: A9-3796A-00 I A Project Sign PLANSHEETS................................................................................................................................................... Cover - 14 END OF CONTENTS Repainting and Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs and Renovation for Eastwood 1.5 MG Elevated Storage Facility, and Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas TOC -2 Project P265-606180130580 August 2009 NOTICE TO BIDDERS Sealed proposals for the Repainting and Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility and Structural Repairs and Renovation for Eastwood 1.5 MG Elevated Storage Facility and Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility, will be received at the office of the Purchasing Manager, lower level of City Hall, 1000 Throckmorton Street, Fort Worth, Texas 76102, until 1:30 P.M., Thursday, October 1, 2009 and then publicly opened and read aloud at 2:00 P.M. Plans and specifications may be obtained at the office of Deltatek En6neerine, 14114 Dallas Parkway, Suite 480, Dallas, Texas, 75254, phone 469-374-9800. for a non-refundable fee of $95.00 per set. General Contract Documents and General Specifications for Water Department projects, dated January 1, 1978, with the latest revisions, also compromise a part of the Contract Documents for this project and may be obtained by paying a non-refundable fee of $50.00 for each set, at the office of Water Department, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. All bidders submitting bids are required to be pre -qualified in accordance with the requirements of the special instructions to bidders. A pre -bid conference will be held at 10:00 AM on Wednesday, September 9th, 2009 at the Conference Room, South Holly Water Treatment Plant, SCADA Building, 1511 11`h Avenue, 76102, Fort Worth, Texas (MAPSCO 76G). The Engineer will transmit to all prospective bidders of record such Addenda as he considers necessary in response to questions arising at the pre -bid conference. Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all addenda may be rejected as being non -responsive. Information regarding the status of addenda may be obtained by contacting the Deltatek Engineering at 469- 374-9800 or the Water Department at 817-392-8404. The City reserves the right to reject any and/or all bids and waive any and/or all formalities. No bid may be withdrawn until the expiration of ninety (90) days from the date the bids are received. For additional information regarding the project, contact Mr. John Fields, Deltatek Engineering, 469-374-9800. Advertising Dates: August 27. 2009 September 3, 2009 SPECIAL INSTRUCTIONS TO BIDDERS 1. SPECIAL PREOUALIFICATION REOUIREMENTS. All contractors, submitting bids are required to meet the Fort Worth Water Department special pre -qualification requirements for this project prior to submitting bids. Previous oreaualification by the Forth Worth Water Department will not be considered as meeting this requirement. This one-time special project -specific process will pre -qualify potential bidders whose bids will be considered for award based upon technical evaluation, historical schedule compliance evaluation, evaluation of proposed manager and project superintendent. It is the bidder's responsibility to submit documentation for those items listed below, to the Director of the Water Department or his designated representative, at least fourteen (14) calendar days prior to the date of bid opening. The bidder is not required to submit additional "Experience Record", "Equipment Schedule", and "Financial Statement" on Owner famished forms one week prior to the bid opening as described in the first paragraph of C2-2.1 of the General Conditions. The Water Department may request any other documents it may deem necessary. Any additional documents so requested shall be submitted to the Director of the Water Department or his designated representative at least seven (7) calendar days prior to the date of the opening bids. a) COVER LETTER. The cover letter provided by the prospective bidder with the pre - qualification information must include name of a contact individual that the City may contact for additional information. b) FINANCIAL STATEMENT. The financial statement required shall have been prepared by an independent certified public accountant or independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status of the submitting company. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. c) EXPERIENCE RECORD. For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in the work " of both the same nature and technical level as that of the project for which bids are to be received. Experience must be on projects that were completed no more than 5 years prior to the date on which bids will be received. A minimum of three references must be included. References must include a contact person name, telephone number, project name and total cost, and type of work done. d) EOUIPMENT SCHEDULE. The prospective bidder shall list the equipment that the Contractor has available for the project and list the equipment that Contractor will rent as may be required to complete the project on which the Contractor submits a bid. e) PERSONNEL AND SCHEDULE COMPLIANCE RECORD. The prospective bidder shall submit the names and resumes for the proposed project manager and project superintendent. This information shall include a list of all projects that the proposed project manager and project superintendent completed within the last five (5) years to demonstrate ability to coordinate complex plant rehabilitation work and to perform work while maintaining critical shutdown schedules, regardless of by whom they were employed. Provide list of contact persons for all projects (preferably field inspectors or resident engineers) with names and phone numbers for the last five years' project. A-1 In the event the Bidder on this contract is a Joint Venture, financial statements from each joint venturer shall be submitted for prequalification, as well as the experience record and list of equipment of each joint venturer. The financial statements required shall have been prepared by an independent certified public accountant or independent public accountant holding a valid license issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status of each joint venturer. The statements must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. It is not required that each joint venturer shall have the necessary experience and equipment, rather than combined, the joint venture has the required experience and equipment. Upon request, the joint venture agreement shall be submitted for review. The Water Department will review each pre -qualification submittal. The following conditions will apply: a) The Director of the Water Department shall be the sole judge as to the acceptability for financial, experience, and other qualifications to bid on any Fort Worth Water Department project. b) The City, in its sole discretion, may reject a bid for failure to demonstrate experience and/or expertise. c) Any proposals submitted by a non pre -qualified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. d) The City will attempt to notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a wavier of any necessary pre -qualification. For additional information contact Seiavash Mir, Fort Worth Water Department at (817) 392-6828 (FAX 817-392-8404). Pre -qualification submittal should be sent to: Mr. Seiavash Mir Fort Worth Water Department 1000 Throckmorton Fort Worth, TX 76102-6212 EXAMINATION OF CONTRACT DOCUMENTS AND SITE: 2.1 Before submitting his Bid, each Bidder must (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect performance of the work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations affecting performance of the work, and (d) carefully correlate his observations with the requirements of the Contract Documents. 2.2 Reference is made to the Supplementary Conditions for the identification of those surveys and investigation reports of subsurface or latent physical conditions at the site or otherwise affection performance of the work which have been relied upon by Engineer In preparing the Drawings and Specifications. The data is furnished for information only and neither the Owner nor Engineer guarantees the accuracy of the data. Before submitting his Bid, each Bidder will, at his own expense, make such additional surveys and investigations as he may deem necessary to determine his bid price for performance of the �. work within the terms of the Contract Documents. A-2 PART B - PROPOSAL This proposal must not be removed from this book of Contract Documents. TO: Dale A. Fisseler, P.E. City Manager Fort Worth, Texas PROPOSAL FOR: The furnishing of all equipment, materials, and labor and all incidental work required to respond as requested by the Fort Worth Water Department for water and wastewater emergencies. PROJECT NAME City of Fort Worth Water Department Repainting and Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs and Renovation for Eastwood 1.5 MG Elevated Storage Facility, and Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility Project Number P265-606180130580 Pursuant to the foregoing Notice to Bidders', the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, Punish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully complete the work as provided in the Plans and Special Contract Documents and subject to the inspection and approval of the Director of the Water Department of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time .. stated and for the following sums: B-1 REPAINTING AND RENOVATION OF ALTA MESA 9.2 MILLION GALLON GROUND STORAGE FACILITY, STRUCTURAL REPAIRS AND RENOVATION FOR EASTWOOD 1.5 MG ELEVATED STORAGE FACILITY, AND EXTERIOR TOUCHUP PAINTING FOR COMO 6.0 MG GROUND STORAGE FACILITY BID SCHEDULE PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANT. BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place, the following items): I I LS Bonds & Insurance. Ten thousand Dollars & No Cents $ 10, 000.00 $ 10, 000.00 2 1 LS Mobilization. Ten thousand Dollars & No Cents $ 10, 000.00 $ 10, 000.00 ALTA MESA GST 3 1 LS Interior surface preparation. Four hundred fifty thousand Dollars & No Cents $ 450, 000.00 $ 450, 000.00 4 1 LS Paint all interior surfaces. Two hundred thousand Dollars & No Cents $ 200, 000.00 $ 200, 000.00 5 1 LS Provide dehumidification for interior surface preparation and painting. Fifty thousand Dollars & No Cents $ 50, 000.00 $ 50, 000.00 6 1 LS Exterior surface preparation by mechanical methods to capture spent blast media. Two hundred thousand Dollars & w No Cents $ 200, 000.00 $ 200, 000.00 7 1 LS Paint all exterior surfaces. Sixty thousand Dollars & No Cents $ 60, 000.00 $ 60, 000.00 B-2 PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANT. BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place, the following items): 8 1 LS Disconnection and removal of the existing cathodic protection system. Includes electrical disconnect, removal of controller, conduits, and wiring. _ Four thousand Dollars & No Cents $ 4,000.00 $ 4,000.00 9 1 LS Furnish & install cathodic porthole replacement covers. Includes seal welding on exterior & seam sealing interior. Four thousand Dollars & No Cents $ 4,000.00 $ 4,000.00 10 2 EA Furnish & install 30"X 30" aluminum hatches.. Eight thousand Dollars & No Cents $ 4,000.00 $ 8,000.00 11 1 LS Furnish & install 16" stainless steel ladder in wet area. Includes antifall device. Five thousand Dollars & No Cents $ 5,000.00 $ 5,000.00 12 2 E.4 Furnish & install 42" handrail modification as shown on plan sheet. Eight thousand Dollars & No Cents $ 4,000.00 $ 8,000.00 13 2 EA Furnish & install 36" access manways. Fourteen thousand Dollars & No Cents $ 7,000.00 $ 14, 000.00 14 1 LS Furnish & install new 36" vandal resistant vent w/ 16 gauge stainless steel mesh insect screen. Six thousand Dollars & No Cents $ 6,000.00 $ 6,000.00 15 1 LS Remove & replace the existing overflow pipe. Reinstall existing weir at same elevation. Thirty thousand Dollars & No Cents $ 30, 000.00 $ 30, 000.00 PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANT. BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place, the following items): 16 1 LS Furnish & install labor & materials to mods center column rafter support as shown on drawings. Fifteen thousand Dollars & No Cents $ 15,000.00 $ 15,000.00 17 1 LS Furnish & install temporary roof support during center column modification. Two thousand Dollars & No Cents $ 2, 000.00 $ 2,000.00 18 40 EA Replace roof rafters and beams as directed by engineer. Sixteen thousand Dollars & No Cents $ 400.00 $ 16, 000.00 19 SO EA Floor, wall, and roof underside pit repairs and directed by engineer. Five hundred Dollars & No Cents $ 10.00 $ 500.00 20 1 LS Clean & grout exterior floor plate to ringwall connection joint. Two thousand Dollars & No Cents $ 2,000.00 $ 2,000.00 21 1 LS Seam seal roofplate overlap connections. Ten thousand Dollars & No Cents $ 10, 000.00 $ 10, 000.00 22 1 LS Jacking and wedging the roofplate at the rafters. Thirty thousand Dollars & No Cents $ 30,000.00 $ 30,000.00 23 1 LS Removal & proper disposal of blast media. Four thousand Dollars & No Cents $ 4,000.00 $ 4,000.00 PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANT. BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place, the following items): 24 1 LS Allowance for having structural drawings sealed and signed by a Registered Professional Engineer. Five thousand Dollars & No Cents $ 5,000.00 $ 5,000.00 25 10 EA Floor, roof or wall repairs requiring plating of areas larger than 30" square of material. Item shall only be used with the advance approval of the Engineer. One thousand Dollars & No Cents $ 100.00 $ 1,000.00 26 1 LS Site clean-up & demobilization. Two thousand Dollars & No Cents $ 2,000.00 2,000.00 27 250 SY Block Sod all disturbed areas Two thousand five hundred Dollars & No Cents $ 10.00 2,500.00 28 1 EA Remove a working door sheet & replace upon completion of interior work Have welds radiograph tested. One thousand Dollars & No Cents $ 1,000.00 $ 1,000.00 29 1 LS Paint City of Fort Worth Logo Six thousand Dollars & No Cents $ 6,000.00 $ 6,000.00 EASTWOOD EST 30 18 EA Remove existing spider rods and install new spider rods. Eighteen thousand Dollars & No Cents $ 1,000.00 $ 18, 000.00 31 2 EA Remove upper and lower thrust rings and install new thrust rings. Eighteen thousand Dollars & No Cents $ 9,000.00 $ 18, 000.00 B-5 PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANT. BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place, the following items): 32 1 LS Install new upper level landing. Includes removal of existing structure and members. Ten thousand Dollars & No Cents $ 10, 000.00 $ 10, 000.00 33 1 LS Paint all new components and interior surfaces affected by construction activities. Twenty thousand Dollars & No Cents $ 20, 000.00 $ 20, 000.00 34 1 LS Touchup paint all exterior surfaces affected by construction activities. — Two thousand Dollars & No Cents $ 2,000.00 $ 2,000.00 COMO EST 35 1 LS Solid seam weld the cornicelshell connection. Two thousand Dollars & No Cents $ 2,000.00 $ 2,000.00 36 12 EA Drill'/ " weepholes at locations behind each faux _ pilaster. Weld threaded nipple and install copper tubing as shown on the plans. Nine thousand six hundred Dollars & No Cents $ 800.00 $ 9,600.00 37 12 EA Remove and install each faux pilaster for installation 4 of the weepholes and tubing. Twenty./bur thousand Dollars & No Cents $ 2,000.00 $ 24, 000.00 38 1 LS Power wash the tank shell to remove all rust stains. Five thousand Dollars & — No Cents $ 5,000.00 $ 5,000.00 39 1 LS Touchup paint all exterior cornice and shell areas affected by welding activities. Ten thousand Dollars & No Cents $ 10, 000.00 $ 10, 000.00 :M PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANT. BID PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place, the following items): 40 1 LS Touchup paint all interior shell, roof, and rafter areas affected by welding activities. Five thousand Dollars & No Cents $ 5,000.00 $ 5,000.00 41 1 LS Construction contingency allowance to be used only if _ needed and with written direction from the Owner. Fifty thousand Dollars & No Cents $ 50, 000.00 $ 50, 000.00 TOTAL BID AMOUNT One million three hundred twenty Dollars & nine thousand six hundred No Cents $ 1,329,600.00 S 1,329,600.00 (Unit prices are to be shown in both words and figures. In case of a discrepancy, the unit price in words will prevail. Prices no listed above are the only compensation to be made. All items of work required to complete the work as shown in the plans and as specified which are not listed as a pay item in this proposal are considered subsidiary to the items listed and the cost of the subsidiary work should be included therein.) no TOTAL AMOUNT BID B-7 i Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of 5% of the Total Amount Bid is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. (Complete A or B below, as applicable) A. The principal place of business of our company is in the State of Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non resident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or �i majority owner is in the State of Texas. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to substantially .� complete the contract within 150 calendar days after beginning construction as set forth in the written work order to be furnished by the Owner. I (we) acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration on preparation of the foregoing bid: Addendum No. 1 (Initials) Addendum No. 3 (Initials) Addendum No. 2 (Initials) Addendum No. 4 (Initials) �. Sig4 President Title or Position N.G. Painting,L.E. .. Contractor 313 Mill Run Street Kerrville, TX 78028 City, State Zip Seal 830-257-5940 If Bidder is Corporation Date: Telephone Number B-8 FORT WORTH City of Fort Worth .. Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable. If the total dollar value of the contract is less than $25,000, the M/WBE goal is not applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterprises (MNVBE) in the procurement of all goods and services to the City on a contractual basis. All requirements and regulations stated in the City's current Minority and Women Business Enterprise Ordinance apply to this bid. M/WBE PROJECT GOALS The City's M/WBE goal on this project is 21 % of the total bid (Base bid applies to Parks and Community Services). COMPLIANCE TO BID SPECIFICATIONS On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated MIWBE goal, or 2. Good Faith Effort documentation, or: 3. Waiver documentation, or; 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The1_0ffer sW= r tt*.MVitBE documentation in l . at�t employee, of the mans , dgPartrtx t :� obtal �€4 :rapt:..: Such receipt shall be tr t i t!thadocumehl6tionin to time=aii A "i -0 4r not bpi accepter$ 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid ,r met or exceeded: opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive of the bid opening date. stated goal: 3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after the bid Utilization Form, if no M/WBE participation: opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received by 5:00 p.m., five (5) City business days after the bid perform all subcontracting/supplier work: opening date, exclusive of the bid opening date. 5. Joint Venture Form, if utilize a joint venture received by 5:00 p.m., five (5) City business days after the bid to met or exceed goal. opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at (817) 392-6104. Rev. 1111105 FORT WORTH City of Fort Worth Subcontractors/Suonliers Utilization Form PRIME COMPANY NAME: I Check applicable block to describe prime PROJECT NAME: M1W/DBE I I NON-M/W/DBE BID DATE Citys M/VVBE Project Goal: Primes M/WBE Project Utilization: PROJECT NUMBER Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid being considered non- responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the M/WBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non -responsive to bid specifications M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties. Identify each Tier level Tier is the level of subcontracting below the prime contractor, i.e., a direct payment from the prime contractor to a subcontractor is considered 1 '2 tier, a payment by a subcontractor to its supplier is considered 2nd tier ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (M/WBE). If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease trucks from another M/WBE firm, including M/WBE owner -operators, and receive full M/WBE credit. The M/WBE may lease trucks from non-M/WBEs, including owner - operators, but will only receive credit for the fees and commissions earned by the M/WBE as outlined in the lease agreement. aw Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs. Please list M/WBE firms first, use additional sheets if necessary. Certification N (check one) o SUBCONTRACTOR/SUPPLIER T n Detail •� Company Name ; N T Detail Supplies C X M Subcontracting Work Dollar Amount Address e M W T D W Purchased Telephone/Fax r B B R O B E E C T E A Mw no No FORT WORTH Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority, Women and non-M/WBEs. aw Please list M/WBE firms first, use additional sheets if necessary. Certification N (check one) SUBCONTRACTOR/SUPPLIER T n Company Name i N T Detail Detail Address M W C X M Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B B T W R �B E E C T E A r no No FORT�WQ�RTH T Total Dollar Amount of M/WBE Subcontractors/Suppliers $ Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a Request for Approval of Change/Addition. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed M/WBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. .. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable dw subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work performed by the M/W/DBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and create a material breach of contract may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. �. Authorized Signature Title Company Name Address City/State/Zip Printed Signature Contact Name/Title (if different) Telephone and/or Fax E-mail Address Date am FORT WORTH PRIME COMPANY NAME: PROJECT NAME: City s NMBE Project Goal: % City of Fort Worth Prime Contractor Waiver Form PROJECT NUMBER ATTACHMENT 1B Page 1 of 1 Check applicable block to describe prime M/W/DBE I I NON-M/W/DBE d BID DATE If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if bath answers are yes. Failure to complete this form in its entirety and be received by the Manama Department on or before 5:00 p.m.. five (5) City business days after bid opening, exclusive of the bid opening date, will result in the bid being considered non- responsive to bid specifications. Will you perform this entire contract without subcontractors? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of your business. NO Will you perform this entire contract without suppliers? YES If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. i NO The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including M/WBE(s) on this contract, the payment therefore and any proposed changes to the original M/WBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the M/WBEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. Authorized Signature Printed Signatme Title Contact Name (if different) Company Name Phone Number Fax Number Address Email Address City/ state Lip Date Rev. 6130103 Joint Venture FORT WORTH Page 1 of 3 CITY OF FORT WORTH Joint Venture Eligibility Form All questions must be answered; use "NA" ff applicable. Name of City project: A joint venture form must be completed on each project RFPBid/Purchasing Number: 1. Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: I Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture Please attach extra sheets if additional space is required to provide detailed explanations ofwork to be performed by each firm comprising the joint venture M/WBE firm I Non-NLI"E name: firm name: Business Address: Business Address: City, State, Zip: I City, State, Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the M/WBE: Describe the scope of work of the non-M/WBE: Rev. 5/30/03 Joint Venture Page 2 of 3 3. What is the percentage of TNI/WBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4. Attach a copy of the joint venture agreement. 5. List components of ownership of joint venture: (Do not complete if this information is described in joins venture agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6. Identify by name, race, sex and firm those individuals (with titles) who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating --------------------------------------------- b. Marketing and Sales ---------------------------------------------- c. Hiring and Firing of management -------- P - personnel ---------------------.-----I d. Purchasing of major equipment and/or supplies �+ Supervision of field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the M/WBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's M/WBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's M/WBE Ordinance. .. Rev. 5/30/03 Joint Venture Paqe 3 of 3 AFFIDAVIT .. The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision -making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. aw The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. Name of M/WBE firm Name of non-M/WBE firm Printed Name of Owner Signature of Owner Printed Name of Owner Signature of Owner Title Date Printed Name of Owner Signature of Owner Printed Name of Owner Signature of Owner Title Date Notarization State of County of On this day of .20 , before me appeared and to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (sea!) Rev. 5/30/03 W WF me no am PART C - GENERAL CONDITIONS TABLE OF CONTENTS TABLE OF CONTENTS C1-1 DEFINITIONS C1-1 (1) C1-1.1 Definition of Terms C1-1 (1) C1-1.2 Contract Documents C1-1 (2) C1-1.3 Notice to Bidders C1-1 (2) C1-1.4 Proposal C1-1 (2) C1-1.5 Bidder C1-1 (2) C 1-1.6 General Conditions Cl-1 (2) C1-1.7 Special Conditions C1-1 (2) C1-1.8 Specifications C1-1 (2) C1-1.9 Bonds C1-1 (2) C1-1.10 Contract C1-1 (3) C1-1.11 Plans C1-1 (3) C1-1.12 City C1-1 (3) C1-1.13 City Council C1-1 (3) C1-1.14 Mayor C1-1 (3) C1-1.15 City Manager C1-1 (3) C1-1.16 City Attorney C1-1 (3) C1-1.17 Director of Public Works C1-1 (3) C1-1.18 Director, City Water Department C1-1 (3) C1-1.19 Engineer C1-1 (3) C 1-1.20 Contractor Cl-1 (3) C1-1.21 Sureties C1-1 (4) C1-1.22 The Work or Project C1-1 (4) C1-1.23 Working Day C1-1 (4) C1-1.24 Calendar Days C1-1 (4) C 1-1.25 Legal Holidays Cl-1 (4) C1-1.26 Abbreviations C1-1 (4) C1-1.27 Change Order C1-1 (5) C1-1.28 Paved Streets and Alleys C1-1 (5) C 1-1.29 Unpaved Streets or Alleys Cl-1 (6) C1-1.30 City Street C1-1 (6) C1-1.31 Roadway C1-1 (6) C1-1.32 Gravel Street C1-1 (6) C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2 (1) C2-2.2 Interpretation of Quantities C2-2 (1) C2-2.3 Examination of Contract Documents and Site of Project C2-2 (2) C2-2.4 Submitting of Proposal C2-2 (2) C2-2.5 Rejection of Proposals C2-2 (3) (1) MW Ap M an C2-2.6 Bid Security C2-2 (3) C2-2.7 Delivery of Proposal C2-2 (3) C2-2.8 Withdrawing Proposals C2-2 (3) C2-2.9 Telegraphic Modifications of Proposals C2-2 (3) C2-2.10 Public Opening of Proposal C2-2 (4) C2-2.11 Irregular Proposals C2-2 (4) C2-2.12 Disqualification of Bidders C2-2 (4) C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 Consideration of Proposals C3-3 (1) C3-3.2 Minority Business Enterprise/Women Business C3-3 (1) Enterprise Compliance C3-3.3 Equal Employment Provisions C3-3 (1) C3-3.4 Withdrawal of Proposals C3-3 (1) C3-3.5 Award of Contract C3-3 (2) C3-3.6 Return of Proposal Securities C3-3 (2) C3-3.7 Bonds C3-3 (2) C3-3.8 Execution of Contract C3-3 (3) C3-3.9 Failure to Execute Contract C3-3 (3) C-3-3.10 Beginning Work C3-3 (4) C3-3.11 Insurance C3-3 (4) C3-3.12 Contractor's Obligations C3-3 (6) C3-3.13 Weekly Payrolls C3-3 (6) C3-3.14 Contractor's Contract Administration C3-3 (6) C3-3.15 Venue C3-3 (7) C4-4 SCOPE OF WORK C4-4.1 Intent of Contract Documents C4-4 (1) C4-4.2 Special Provisions C4-4 (1) C4-4.3 Increased or Decreased Quantities C4-4 (1) C4-4.4 Alteration of Contract Documents C4-4 (2) C4-4.5 Extra Work C4-4 (2) C4-4.6 Schedule of Operation C4-4 (3) C4-4.7 Progress Schedules for Water and Sewer Plant Facilities C4-4 (4) CS-5 CONTROL OF WORK AND MATERIALS C5-5.1 Authority of Engineer C5-5 (1) C5-5.2 Conformity with Plans C5-5 (1) C5-5.3 Coordination of Contract Documents C5-5 (1) C5-5.4 Cooperation of Contractor C5-5 (2) C5-5.5 Emergency and/or Rectification Work C5-5 (2) C5-5.6 Field Office C5-5 (3) C5-5.7 Construction Stakes C5-5 (3) C5-5.8 Authority and Duties of City Inspector C5-5 (3) (2) i MP i MW no i wo wo wo wo C5-5.9 Inspection CS-5 (4) C5-5.10 Removal of Defective and Unauthorized Work C5-5 (4) C5-5.11 Substitute Materials or Equipment C5-5 (4) C5-5.12 Samples and Tests of Materials C5-5 (5) C5-5.13 Storage of Materials C5-5 (5) C5-5.14 Existing Structures and Utilities C5-5 (5) C5-5.15 Interruption of Service C5-5 (6) C5-5.16 Mutual Responsibility of Contractors C5-5 (7) C5-5.17 Clean -Up C5-5 (7) C5-5.18 Final Inspection C5-5 (8) C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 Laws to be Observed C6-6 (1) C6-6.2 Permits and Licenses C6-6 (1) C6-6.3 Patented Devices, Materials, and Processes C6-6 (1) C6-6.4 Sanitary Provisions C6-6 (1) C6-6.5 Public Safety and Convenience C6-6 (2) C6-6.6 Privileges f Contractor in Streets, Alleys, C6-6 (3) and Right -of -Way C6-6.7 Railway Crossings C6-6 (3) C6-6.8 Barricades, Warnings and Flagmen C6-6 (3) C6-6.9 Use of Explosives, Drop Weight, Etc. C6-6 (4) C6-6.10 Work Within Easements C6-6 (5) C6.6.11 Independent Contractor C6-6 (6) C6-6.12 Contractor's Responsibility for Damage Claims C6-6 (6) C6-6.13 Contractor's Claim for Damages C6-6 (8) C6-6.14 Adjustment or Relocation of Public Utilities, Etc. C6-6 (8) C6-6.15 Temporary Sewer and Drain Connections C6-6 (8) C6-6.16 Arrangement and Charges for Water Furnished by the City C6-6 (9) C6-6.17 Use of a Section or Portion of the Work C6-6 (9) C6-6.18 Contractor's Responsibility for the Work C6-6 (9) C6-6.19 No Waiver of Legal Rights C6-6 (9) C6-6.20 Personal Liability of Public Officials C6-6 (10) C6-6.21 State Sales Tax C6-6 (10) C7-7 PROSECUTION AND PROGRESS C7-7.1 Subletting C7-7 (1) C7-7.2 Assignment of Contract C7-7 (1) C7-7.3 Prosecution of The Work C7-7 (1) C7-7.4 Limitation of Operations C7-7 (2) C7-7.5 Character of Workmen and Equipment C7-7 (2) C7-7.6 Work Schedule C7-7 (3) C7-7.7 Time of Commencement and Completion C7-7 (3) C7-7.8 Extension of Time Completion C7-7 (3) C7-7.9 Delays C7-7 (4) wo (3) go no wo dIP so aw aw C7-7.10 Time of Completion C7-7 (4) C7-7.11 Suspension by Court Order C7-7 (5) C7-7.12 Temporary Suspension C7-7 (5) C7-7.13 Termination of Contract due to National Emergency C7-7 (6) C7-7.14 Suspension or Abandonment of the Work C7-7 (6) and Annulment of the Contract: C7-7.15 Fulfillment of Contract C7-7 (8) C7-7.16 Termination for Convenience of the Owner C7-7 (8) C7-7.17 Safety Methods and Practices C7-7 (11) C8-8 MEASUREMENT AND PAYMENT C8-8.1 Measurement of Quantities C8-8 (1) C8-8.2 Unit Prices C8-8 (1) C8-8.3 Lump Surn C8-8 (1) C8-8.4 Scope of Payment C8-8 (1) C8-8.5 Partial Estimates and Retainage C8-8 (2) C8-8.6 Withholding Payment C8-8 (3) C8-8.7 Final Acceptance C8-8 (3) C8-8.8 Final Payment C8-8 (3) C8-8.9 Adequacy of Design C8-8 (4) C8-8.10 General Guaranty C8-8 (4) C8-8.11 Subsidiary Work C8-8 (4) C8-8.12 Miscellaneous Placement of Material C8-8 (4) C8-8.13 Record Documents C8-8 (4) (4) PART C - GENERAL CONDITIONS C 1-1 DEFINITIONS SECTION C1-1 DEFINITIONS C1-1:1 DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood and interpreted as follows: C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are in all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance of the contract. These are contained on the General Contract Documents and the Special Contract Documents. a. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and Include the following Items PART A - NOTICE TO BIDDERS (Sample) White PART B - PROPOSAL (Sample) White ,. PART C - GENERAL CONDITIONS (CITY) Canary Yellow (Developer) Brown PART D - SPECIAL CONDITIONS Green PART E - SPECIFICATIONS El -White E2-Golden Rod E2A-White PERMITS/EASEMENTS Blue PART F - BONDS (Sample) White PART G - CONTRACT (Sample) White aw b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the no General Contract Documents and include the following items: PART A - NOTICE TO BIDDERS (Advertisement) same as above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS _ PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT PART H - PLANS (Usually bound separately) ma C1-1 (1) C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Documents constitutes the notice to bidders. C 1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected by the Owner. C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting directly or through a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents, .. constitutes a bidder. C1-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction an and contract requirements which govern the performance of the work so that it will be carried on in accordance with the customary procedure, the local statutes, and w requirements of the City of Fort Worth's charter and promulgated ordinances. Whenever there may be a conflict between the General Conditions and the Special aw Conditions, the latter shall take precedence. . C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements .m which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When considered with the General Conditions and other elements of the Contract Documents they provide the information an which the Contractor and Owner should have in order to gain a thorough knowledge of the project. '~ C1-1.8 SPECIFICATIONS: The Specifications is that section or part of the Contract Documents which set forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed an so useful project. Whenever reference is made to standard specifications, regulations, requirements, statutes, etc., such referred to documents shall become a part of the Contract Documents just as though they were embodied therein. aw C1-1.9 BONDS: The bond or bonds are the written guarantee or security furnished by so the Contractor for prompt and faithful performance of the contract and include the following: aw a. Performance Bond (see paragraph C3-3.7) b. Payment Bond (see paragraph C3-3.7) C. Maintenance Bond (see paragraph C3-3.7) d. Proposal or Bid Security (see Special Instructions to Bidders, Part A and C2-2.6) C1-1 (2) no C 1-1.10 CONTRACT: The Contract is a formal signed agreement between the owner and the Contractor covering the mutual understanding of the two contracting parties about the project to be completed under the Contract Documents. C1-1.11 PLANS: The plans are the drawings or reproductions therefrom made by the Owner's representative showing in detail the location, dimension and position of the ■* various elements of the project, including such profiles, typical cross -sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing changes in of the work hereinafter authorized by the Owner. The plans are usually bound separately from the other parts of the Contract Documents, but they are part of the Contract Documents just as though they were bound therein. as C 1-1.12 CITY: The City of Fort Worth, Texas, a municipal corporation, authorized and chartered under the Texas State Statutes, acting by and through its governing body or its City Manager, each of which is required by charter to perform specific duties. Responsibility for final enforcement of the Contracts involving the City of Fort Worth is aw by Charter vested in the City Manager. The terms City and Owner are synonymous. C1-1.13 CITY COUNCIL: The duly elected and qualified governing body of the City of an Fort Worth, Texas. C1-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro Tern ,. of the City of Fort Worth, Texas. C 1-1.15 CITY MANAGER: The officially appointed and authorized City Manager of •• the City of Fort Worth, Texas, or his duly authorized representative. C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort ow Worth, Texas, or his duly authorized representative. CI-1.17 DIRECTOR OF PUBLIC WORKS: The officially appointed official of the City 'r of Fort Worth, Texas, referred to in the charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR. CITY WATER DEPARTMENT: The officially appointed Director of the City Water Department of the City of Fort Worth, Texas, or his duly r authorized representative, assistant, or agents. C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth we City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the particular duties entrusted to them. no C1-1 (3) MW .. C1-1.20 CONTRACTOR: The person, person's, partnership, company, firm, association, or corporation, entering into a contract with the Owner for the execution of work, acting directly or through a duly authorized representative. A sub -contractor is a person, firm, corporation, supplying labor and materials or only labor, for the work at the site of the project. no C 1-1.21 SURETIES: The Corporate bodies which are bound by such bonds as are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as ,. set forth in the Contract Documents and approved changes therein. an C1-1.22 THE WORK OR PROJECT: The completed work contemplated in and covered by the Contract Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to produce a completed and ow serviceable project. C1-1.23 WORKING DAY: A working day is defined as a calendar day, not including 1W Saturdays, Sundays, and legal holidays, in which weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a period of not less than seven (7) hours between 7:00 a.m. and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6 C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days so being excepted. C 1-1.25: LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed by the ow City Council of the City of Fort Worth for observance by City employees as follows: 1. New Year's day January 1 aw 2. M.L. King, Jr. Birthday Third Monday in January 3. Memorial Day Last Monday in May 4. Independence Day July 4 aw 5. Labor Day First Monday in September 6. Thanksgiving Day Fourth Thursday in November aw 7. Thanksgiving Friday Forth Friday in November 8. Christmas Day December 25 9. Such other days in lieu of holidays as aw the City Council may determine When one of the above named holidays or a special holiday is declared by the City .. Council, falls on a Saturday, the holiday shall be observed on the preceding Friday, or if it falls on Sunday, it shall be observed on the following Monday, by those employees working on working day operations. Employees working calendar day operations will '" consider the calendar as the holiday. .. C1-1 (4) MW no .. .. so aw No we C1-1.26 ABBREVIATIONS: Whenever the abbreviations defined herein appear in the Contract Documents, the intent and meaning shall be as follows: AASHTO - ASCE - IAW - ASTM - AWWA ASA HI Asph. Ave. Blvd. CI CL GI Lin. lb. MH Max. American Association of State Highway Transportation Officials American Society of Civil Engineers In Accordance With American Society of Testing Materials American Water Works Association American Standards Association Hydraulic Institute Asphalt Avenue Boulevard Cast Iron Center Line Galvanized Iron Linear or Lineal Pound Manhole Maximum MGD - Million Gallons per Day CFS - Cubic Foot per Second Min. - Minimum Mono. - Monolithic % - Percentum R - Radius I.D. - Inside Diameter O.D. - Outside Diameter Elev. - Elevation F - Fahrenheit C - Centigrade In. - Inch Ft. - Foot St. - Street CY - Cubic Yard Yd. - Yard SY - Square yard L.F. - Linear Foot D.I. - Ductile Iron "' C1-1.27 CHANGE ORDER: A "Change Order" is a written supplemental agreement between the Owner and the Contractor covering some added or deducted item or feature which may be found necessary and which was not specifically included in the scope of 'd the project on which bids were submitted. Increase in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is UN more than 25% of the amount of the particular item or items in the original proposal. All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as w, a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: MW 1. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treatment, not including an oiled surface, with or without separate base material. MW 3. Brick, with or without separate base material. 4. Concrete, with or without separate base material. ow C1-1 (5) MW No MW 5. Any combination of the above. C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or .o other surface is any area except those defined for "Paved Streets and Alleys." C1-1.30 CITY STREET: A city street is defined as that area between the right-of-way so lines as the street is dedicated. C1-1.31 ROADWAY: The roadway is defined as the area between parallel lines two "' (2') back of the curb lines or four (`4) feet back of the average edge of pavement where no curb exists. .. C1-1.32 GRAVEL STREET: A gravel street is an unimproved street to which has been added one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made. ow ow ow 1W ow MW go ow go C1-1 (6) No no SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL no C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with Proposal form, which will contain an itemized list of the items of work to be done or materials to be furnished so and upon which bid prices are requested. The Proposal form will state the Bidder's general understanding of the project to be completed, provide a space for furnishing the am amount of bid security, and state the basis for entering into a formal contract. The Owner will furnish forms for the Bidder's "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be properly executed and filed with the Director ow of the City Water Department one week prior to the hour for ovenine of bids. The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the current financial status. This statement must be current and no more than one (1) year old. .. In the case that bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. Liquid assets in the amount of ten (10) percent of the estimated project cost will be required. For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature MW and magnitude as that of the project for which bids are to be received, and such experience must have been completed not more than five (5) years prior to the date on which Bids are to be received. The Director of the Water Department shall be sole judge "' as to the acceptability of experience for qualification to bid on any Fort Worth Water Department project. aw The prospective bidder shall schedule the equipment he has available for the project and state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. C2-2.2 INTERPRETATION OF OUANTITIES: The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as apvroximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the ., actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way aw invalidating the unit prices bid or any other requirements of the Contract Documents. C2-2 (1) .. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Contract Documents on file with the Owner shall constitute all of the information which the Owner will furnish. All additional information and data which the Owner will supply after promulgation of the formal contract documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to filing of proposal, to read and become familiar with the "' Contract Documents, to visit the site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during construction of the project. They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time required for its completion, and obtain all information required to make an intelligent proposal. No information given by the Owner or any representative of the Owner other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima -facie evidence that the bidder has made the investigation, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. The logs of Soil Borings, if any, on the plans are for general information only and may not be correct. Neither the Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the prices, written in ink in both words and numerals, for which he proposes to do work contemplated or furnish the _ materials required. All such prices shall be written legibly. In case of discrepancy between price written in words and the price written in numerals, the price most advantageous to the City shall govern. If a proposal is submitted by an individual, his or her name must be signed by him (her) or his (her) duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member of the firm, association, or partnership, or by person duly authorized. If a proposal is submitted by a company or corporation, the company or corporation name and business address must be given, and the proposal .. signed by an official or duly authorized agent. The corporate seal must be affixed. Power of Attorney authorizing agents or others to sign proposal must be properly certified and must be in writing and submitted with the proposal. C2-2 (2) wo MW C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of words or figures, additions not called for, conditional or uncalled for alternate bids, erasures, or irregularities of any kind, or contain unbalanced value of any items. Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. no C2-2.6 BID SECURITY: No proposal will be considered unless it is accompanied by a "Proposal Security" of the character and the amount indicated in the "Notice to Bidders" and the "Proposal." The Bid Security is required by the Owner as evidence of good faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is awarded or other disposition is made thereof. The bid security of all other bidders may be returned promptly after the canvass of bids. no C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidder .. must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marker with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the City Manager, City Hall, Fort Worth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to the time set for opening proposals. A request for non -consideration must be made in writing, addressed to the City Manager, and filed with him prior to the time set for opening of proposals. After all proposals not requested for non -consideration are opened and publicly read aloud, the proposals for which non - consideration requests have been properly filed may, at the option of the Owner, be w returned unopened. C2-2.9 TELEGRAHIC MODIFICATIONS OF PROPOSALS: Any Bidder may modify .w his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the City Manager prior to the said proposal opening time, and provided further, that the City Manager is No satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal .. opening time, no further consideration will be given to the proposal. .. C2-2 (3) C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed and for which no "Non -consideration Request" has been received will be publicly opened and read aloud by the City Manager or his authorized representative at the time and place indicated in the "Notice to Bidders." All proposals which have been opened and read will remain on file with the Owner until the contract has been awarded. Bidders or their authorized representatives are invited to be present for the opening of bids. C2-2.11 IRREGULAR PROPOSALS: Proposals shall be considered as "Irregular" if they show any omissions, alterations of form, additions, or conditions not called for, no unauthorized alternate bids, or irregularities of any kind. However, the Owner reserves the right to waive any all irregularities and to make the award of the contract to the best interest of the City. Tendering a proposal after the closing hour is an irregularity which can not be waived. C2-2.12 DISOUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposals not considered for any of, but not limited to, the following reasons: a) Reasons for believing that collusion exists among bidders. b) Reasonable grounds for believing that any bidder is interested in more than one proposal for work contemplated. c) The bidder being interested in any litigation against the Owner or where the Owner may have a claim against or be engaged in litigation against the bidder. d) The bidder being in arrears on any existing contract or having defaulted on MV a previous contract. e) The bidder having performed a prior contract in an unsatisfactory manner. f) Lack of competency as revealed by financial statement, experience statement, equipment schedule, and such inquiries as the Owner may see fit to make. g) Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. h) The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the following: 1. Financial Statement showing the financial condition of the bidder aw as specified in Part "A" - Special Instructions 2. A current experience record showing especially the projects of a nature similar to the one under consideration, which have been successfully completed by the Bidder. 3. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of the bidder, who, in the judgment of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. aw aw C2-2 (4) Wo so so PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of the unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the ward of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re -advertise for new proposals, or to proceed with the work in any manner as may be considered for the best interest of the Owner. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman -owned Business Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, upon request by the Owner, to allow and audit and/or an examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWE or WBE. Any material misrepresentation of any nature will be grounds for termination of the contract and for initiating any action under appropriate federal, state or local laws and ordinances relating to false statements; further, any such misrepresentation may be _ grounds for disqualification of Contractor at Owner's discretion for bidding on future Contracts with the Owner for a period of time of not less than six (6) months. C3-3.3 EOUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinances prohibiting discrimination in employment practices. The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read by the Owner, it cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals were opened. two C3-3 (1) two •• C 3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withhold final action on the proposals for a reasonable time, not to exceed forty-five (45) days after the date of opening proposals, and in no event will an award be made until after investigations have been made as to the responsibility of the proposed awardee. The award of the contract, if award is made, will be to the lowest and best responsive bidder. The award of the contract shall not become effective until the Owner has notified the Contractor in writing of such award. _ C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed price totals have been determined for comparison of bids, the Owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. All other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise disposed of the bids, after which they will be returned by the City Secretary. C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the owner in the amounts herein required, the following bonds: a. PERFORMANCE BOND: A good and sufficient performance bond in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the full and faithful execution of the work and performance of the contract, and for the protection of the Owner and all other persons against damage by reason of negligence of the Contractor, or improper execution of the work or use of inferior materials. This performance bond shall guarantee the payment for all labor, materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above stipulated are accomplished and final payment is made on the project by the City. b. MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8.10. C. PAYMENT BOND: A good and sufficient payment bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful payment of all claimants as defined in Article 5160, Revised Civil C3-3 (2) Statutes of Texas, 1925, as amended by House Bill 344, Acts 561' Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contract being constructed under these specifications. Payment Bond shall remain in force until all payments as above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. No sureties will be accepted by the Owner which are at the time in default or delinquent _ on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the Owner. In order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list of acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the Treasury list for that company. Each bond shall be properly executed by both the Contractor and Surety Company. Should any surety on the contract be determined unsatisfactory at any time by the Owner, notice will be given the Contractor to that effect and the Contractor shall immediately provide a new surety satisfactory to the Owner. No payment will be made under the contract until the new surety or sureties, as required, have qualified and have been accepted by the Owner. The contract shall not be operative nor will any payments be due or paid until approval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner, the Contract and such bonds as may be required in the Contract Documents. No Contract shall be binding upon the Owner until it has been attested by the City Secretary, approved as to form and legality by the City Attorney, and executed for the Owner by either the Mayor or City Manager. C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded shall be considered by the owner as an abandonment of his proposal, and the owner may annul the Award. By reason of the uncertainty of the market .. prices of material and labor, and it being impracticable and difficult to accurately determine the amount of damages occurring to the owner by reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agreed amount of damages which the Owner will C3-3 (3) no so suffer by reason of such failure on the part of the Awardee and shall thereupon immediately be forfeited to the Owner. The filing of a proposal will be considered as acceptance of this provision by the Bidder. C-3-3.10 BEGINNING WORK: The Contractor shall not commence work until authorized in writing to do so by the Owner. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written authorization usually termed "Work Order" or "Proceed Order", it is agreed that the Surety Company will, within ten (10) days after the commencement date set forth in such written authorization, commence the physical execution of the contract. C3-3.11INSURANCE: The Contractor shall not commence work under this contract until he has obtained all insurance required under the Contract Documents, and such insurance has been approved by the Owner. The prime Contractor shall be responsible for delivering to the Owner the sub -contractor's certificate of insurance for approval. The prime Contractor shall indicate on the certificate of insurance included in r the documents for execution whether or not his insurance covers sub -contractors. It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub -contractors. a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract, Worker's Compensation Insurance on all of his employees to be engaged in work on the project under this contract, and for all sub -contractors. In case any class of employees engaged in hazardous work on the project under this contract is not protected under + the Worker's Compensation Statute, the Contractor shall provide adequate employer's general liability insurance for the protection of such of his employees not so protected. r b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor Shall procure and shall maintain during the life of this contract, Comprehensive General Liability Insurance (Public Liability and Property Damage Insurance) in the amount not less than $500,000 covering each occurrence on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrence on account of property damage with $2,000,000 umbrella policy coverage. C. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as a separate policies or by additional endorsement to one of the above -mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: Contingent Liability (covers General Contractor's Liability for acts of sub -contractors). No C3-3 (4) no an 2. Blasting, prior to any blasting being done. 3. Collapse of buildings or structures adjacent to excavation Cif excavation are performed adiacent to same). No 4. Damage to underground utilities for $500,000. 5. Builder's risk (where above-eround structures are involved). 6. Contractual Liability (covers all indemnification requirements of Contract). d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY _ DAMAGE: The Contractor shall procure and maintain during the life of this Contract, Comprehensive Automobile Liability Insurance in an amount not less than $250,000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than $500,000 on account of one accident, and automobile property damage insurance in an amount not less than $100,000. aw e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and his sub -contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him, and also against any of the following special hazards which may be encountered in the performance of the Contract. f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the owner with satisfactory proof of coverage by insurance required in these Contract Documents in the amounts and by carriers satisfactory to the Owner. (Sample attached.) All insurance requirements made upon the Contractor shall apply to the sub -contractors, should the Prime Contractor's insurance not cover the sub -contractor's work operations. C3-3 (5) No g. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with whom the Contractor's insurance and performance, payment, maintenance and all such other bonds are written, shall be represented by an agent or agents having an office located within the city limits of the City of Fort Worth. Tarrant County, Texas. Each such agent shall be a duly qualified, one upon whom authority and power to act on behalf of the insurance and/or bonding company to negotiate and settle with the City of Fort Worth, or any other claimant, and claims that the City of Fort Worth or other claimant or any property owner who has been damaged, may have against the Contractor, insurance, and/or bonding company. If the local insurance representative is not so empowered by the insurance or bonding companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex, the Fort Worth - Dallas area. The name of the agent, or agents shall be set forth on all such bonds and certificates of insurance. o, C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. C3-3.13 WEEKLY PAYROLLS: A certified copy of each payroll covering payment of wages to all persons engaged in work on the project at the site of the project shall be furnished to the Owner's representative within seven (7) days after the close of each payroll period. A copy or copies of the applicable minimum wage rates as set forth in the Contract Documents shall be kept posted in a conspicuous place at the site of the project at all times during the course of the Contract. Copies of the wage rates will be furnished the Contractor; by the Owner; however, posting and protection of the wage rates shall be the responsibility of the Contractor. wo C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, whether a person, persons, partnership, company, firm, association, corporation or other who is approved to do business with and enters into a contract with the City for construction of water and/or sanitary sewer facilities, will have or shall establish a fully operational business office within the Fort Worth -Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office (or he may delegate his Project Superintendent) with full authority to transact all business actions required in the performance of the Contract. This local authority shall be made responsible to act for the Contractor in all matters made responsible to act for the Contractor in all matters pertaining to the work governed by the Contract whether it be administrative or other wise and as such shall be empowered, thus delegated and directed, to settle all material, labor or other expenditure, all claims against work or any other mater associated such as maintaining adequate and appropriate insurance or security coverage for the project. Such local authority for the administration of the work under the Contract shall be maintained until all business transactions executed as part of the Contract are complete. me C3-3 (6) .. Should the Contractor's principal base of operations be other than in the Fort Worth - Dallas metropolitan area, notification of the Contractor's assignment of local authority shall be made in writing to the Engineer in advance of any work on the project, all appropriately signed and sealed, as applicable, by the Contractor's responsible offices with the understanding that this written assignment of authority to the local representative shall become part of the project Contract as though bound directly into the project documents. The intent of these requirements is that all matters associated with the Contractor's administration, whether it be oriented in furthering the work, or other, be governed direct by local authority. This same requirement is imposed on insurance and surety coverage. Should the Contractor's local representative fail to perform to the satisfaction of the Engineer, the Engineer, at his sole discretion, may demand that such local representative be replaced and the Engineer may, at his sole discretion, stop all work until a new local authority satisfactory to the Engineer is assigned. No credit of working time will be allowed for periods in which work stoppages are in effect for this reason. C3-3.15 VENUE: Venue of any action hereinunder shall be exclusively in Tarrant County, Texas. MW MW EW an CM (7) aw SECTION C4-4 SCOPE OF WORK PART C - GENERAL CONDITIONS C4-4 SCOPE OF WORK ow C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract Documents to provide for a complete, useful project which the Contractor undertakes to construct or furnish, all in full compliance with the requirements and intent of the Contract Documents. It is definitely understood that the Contractor shall do all work as provided for in the Contract Documents, shall do all extra or special work as may _ be considered by the Owner as necessary to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in these Contract Documents, furnish all labor, tools, materials, machinery, equipment, special services, and incidentals necessary to the prosecution and completion of the project. C4-4.2 SPECIAL PROVISIONS: Should any work or conditions which are not thoroughly and satisfactorily stipulated or covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these Contract Documents, the "Special Provisions" covering all such work will be prepared by the Owner previous to the time of receiving bids or proposals for any such work and furnished to the Bidder in the form of Addenda. All such "Special Provisions" shall be considered to be part of the Contract Documents + just as though they were originally written therein. C4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right Im to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices. Such increased or so decreased quantity shall not be more than twenty-five (25) percent of the contemplated quantity of such item or items. When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be furnished by the 25 go percent or more, then either party to the contract shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above or below an the 25 percent of the original quantity stated in the proposal; such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in anticipated profits not shall such changes be so considered as waiving or invalidating any conditions or provisions of the Contract Documents. ., Variations in quantities of sanitary sewer pipes in depth categories, shall be interpreted herein as applying to overall quantities of sanitary sewer pipe in each pipe size, but not to the various depth categories. am r C4-4 (1) ar s C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change order, the owner reserves the right to make such changes in the Contract Documents and in the character or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner, provided such changes do not materially alter the original Contract Documents or change the general nature of the project as a whole. Such changes shall not be considered as waiving or invalidating any condition or provision of the Contract Documents. C4-4.5 EXTRA WORK: Additional work made necessary by changes and alterations MW of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents, shall be defined as "Extra Work" and shall be performed by the Contractor in accordance with these Contract Documents or approved additions thereto; provided however, that before any extra work is begun a "Change order" shall be executed or written order issued by the Owner to do the work for aw payments or credits as shall be determined by one or more combination of the following methods: aw a. Unit bid price previously approved. b. An agreed lump sum. 2W C. The actual reasonable cost of (1) labor, (2) rental of equipment used on the extra work for the time so used at Associated General Contractors of ,=P America current equipment rental rates, (3) materials entering permanently into the project, and (4) actual cost of insurance, bonds, and social security as determined by the Owner, plus a fixed fee to be agreed upon but not to me exceed 10 percent of the actual cost of such extra work. The fixed fee is not to include any additional profit to the Contractor for rental of equipment owner by him and used for extra work. The fee shall be full and .w complete compensation to cover the cost of superintendence, overhead, other profit, general and all other expense not included in (1), (2), (3), and (4) above. The Contractor shall keep accurate cost records on the form and ow in the method suggested by the Owner and shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra Work. me No "Change Order" shall become effective until it has been approved and signed by each of the Contracting Parties. No claim for Extra Work of any kind will be allowed unless ordered in writing by the Owner. In case any orders or instructions, either oral or written, appear to the Contractor to involve Extra Work for which he should receive compensation, he shall make written request to the Engineer for written orders authorizing such Extra Work, prior to beginning such work. C4-4 (2) Im .w mo Should a difference arise as to what does or dose not constitute Extra Work, or as to the payment thereof, and the Engineer insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof as provided under method (Item Q. Claims for extra work will not be paid unless the Contractor shall file his claim with the Owner within five (5) days before the time for making the first estimate after such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering all labor and materials expended upon said Extra Work. The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to prepare for permanent record a corrected set of plans showing the actual installation. The compensation agreed upon for "Extra Work" whether or not initiated by a "Change Order" shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or extra work. wo C4-4.6 SCHEDULE OF OPERATION: Before commencing any work under this contract, the Contractor shall submit to the Owner and receive the Owner's approval thereof, a "Schedule of Operations," showing by a straight line method the date of .o commencing and finishing each of the major elements of the Contract. There shall be also shown the estimated monthly cost of work for which estimates are to be expected. There shall be presented also a composite graph showing the anticipated progress of a.. construction with the time being plotted horizontally and percentage of completion plotted vertically. The progress charts shall be prepared on 8-1/2" x 11" sheets and at least five black or blue line prints shall be furnished to the Owner. • C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES: Within ten (10) days prior to submission of the first monthly progress payment, the um Contractor shall prepare and submit to the owner for approval six copies of the schedule in which the Contractor proposes to carry on activities (including procurement of materials, plans, and equipment) and the contemplated dates for completing the same. The schedule shall be in the form of a time schedule Critical Path Method (CPM) network diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress at the end of each partial payment period or at such intervals as directed by the Engineer. The Contractor shall also revise the schedule to reflect any adjustments in contract time approved by the Engineer. Three copies of the updated schedule shall be aw delivered at such intervals as directed by the Engineer. As a minimum, the construction schedule shall incorporate all work elements and .. activities indicated in the proposal and in the technical specifications. C4-4 (3) no Prior to the final drafting of the detailed construction schedule, the Contractor shall review the draft schedule with the Engineer to ensure the Contractor's understanding of the contract requirements. The following guidelines shall be adhered to in preparing the construction schedule: a. Milestone dates and final project completion dates shall be developed to conform to the time constraints, sequencing requirements and completion time. b. The construction progress shall be divided into activities with time durations of approximately fourteen days (14) days and construction values not to exceed $50,000. Fabrication, delivery and submittal activities are exceptions to this guideline. C. Durations shall be in calendar days and normal holidays and weather conditions over the duration of the contract shall be accounted for within the duration of each activity. d. One critical path shall be shown on the construction schedule. me e. Float time is defined as the amount of time between the earliest start date and the latest start date of a chain of activities of the CPM construction so schedule. Float time is not for the exclusive use or benefit of either the Contractor or the Owner. f. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall as a minimum, be divided into general categories as "' indicated in the Proposal and Technical Specifications and each general category shall be broken down into activities in enough detail to achieve activities of approximately fourteen (14) days duration. For each general category, the construction schedule shall identify all trades or subcontracts whose work is represented by activities that follow the guidelines of this Section. For each of the trades or subcontracts, the construction schedule shall indicate the .. following procurements, construction and preacceptance activities and events in their logical sequence for equipment and materials. MW 1. Preparation and transmittal of submittals .. 2. Submittal review periods. C4-4 (4) .. 3. Shop fabrication and delivery. 4. Erection or installation. 5. Transmittal of manufacturer's operation and maintenance instructions. 6. Installed equipment and materials testing. 7. Owner's operator instruction (if applicable). 8. Final inspection. 9. Operational testing. _ If, in the opinion of the Owner, work accomplished falls behind that scheduled, the Contractor shall take such action as necessary to improve his progress. In addition, the Owner may require the Contractor to submit a revised schedule demonstrating his program and proposed plan to make up lag in scheduled progress and to insure completion of the work within the contract time. If the owner finds the proposed plan not acceptable, he may require the Contractor to increase the work force, the construction plant and equipment, the number of work shifts or overtime operations without additional cost to the Owner. .. Failure of the Contractor to comply with these requirements shall be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with diligence as will insure its completion within the time specified. qRP 4W 4W we w r C4-4 (5) PART C - GENERAL CONDITIONS C5-5 CONTROL OF WORK AND MATERIALS no we SECTION C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 AUTHORITY OF ENGINEER: The work shall be performed to the No satisfaction of the Engineer and in strict compliance with the Contract Documents. The Engineer shall decide all questions which arise as to the quality and acceptability of the materials furnished, work performed, rate of progress of the work, overall sequence of the ow construction, interpretation of the Contract Documents, acceptable fulfillment of the Contract, compensation, mutual rights between Contractor and Owner under these No Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequence or procedures of construction, or the safety + precaution and programs incident thereto, and he will not be responsible for Contractor's failure to perform the work in accordance with the contract documents. The Engineer shall determine the amount and quality of the work completed and materials famished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of the Contractor to receive money due him under .. the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. + In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the owner and Contractor, a written decision on the matter in controversy. C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall 'r conform with lines, grades, cross -sections, finish, and dimensions shown on the plans or any other requirements other wise described in the Contract Documents. Any deviation from the approved Contract Documents required by the Engineer during construction will "r in all cases be determined by the Engineer and authorized by the Owner by Change Order. so Documents COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several sections, which, taken together, are intended to describe and provide for a complete and useful project, and any requirements appearing in + one of the sections is as binding as though it occurred in all sections. In case of discrepancies, figured dimension shall govern over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general conditions and standard specification, and quantities shown on the plans shall govern over those shown in the proposal. The Contractor shall not take advantage of any apparent error or omission in the .. C5-5 (1) .. Contract. Documents, and the owner shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. In the event of a conflict in drawings, specifications, or other portions of the Contract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most expensive resolution of the conflict. C5-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of Contract Documents and shall have available on the site of the project at all times, one set of such Contract Documents. The Contractor shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer, his inspector, and other Contractors in every possible way. The Contractor shall at all times have competent personnel available to the project site for proper performance of the work. The Contractor shall provide and maintain at all times at the site of the project a competent, English-speaking superintendent and an assistant who are fully authorized to act as the Contractor's agent on the work. Such superintendent and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions from the Owner, the Engineer, or his authorized representatives. Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to act as the Contractor's agent on the work. Such assistant project superintendent shall be a resident of Tarrant County, Texas, and shall be subject to call, as is the project superintendent, at any time of the day or night on any day of the week on which the Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to adequately provide for the safety or convenience of the traveling public or the owners of property across which the project extends or the safety of the property contiguous to the project routing. The Contractor shall provide all facilities to enable the Engineer and his inspector to so examine and inspect the workmanship and materials entering into the work. _ C5-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner or Engineer, a condition of emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch to a verbal request made by the Owner or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project is scheduled on a calendar -day or a working -day basis. Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the .. project specifications or plans, the Engineer shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the C5-5 (2) discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not shoe just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due the Contractor on the project. C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office for use of the Engineer, if specifically called for. The field office shall be not less than 10 x 14 feet in floor area, substantially constructed, well heated, air conditioned, lighted, and weather proof, so that documents will not be damaged by the elements. C5-5.7 CONTRUCTION STAKES: The City, through its Engineer, will furnish the Contractor with all lines, grades, and measurements necessary to the proper prosecution and control of the work contracted under these Contract Documents, and lines, grades and measurements will be established by means of stakes or other customary method of marking as may be found consistent with good practice. These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markings as may be established for Contractor's use or guidance shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTOR: City Inspectors will be authorized to inspect all work done and to be done and all materials furnished. Such inspection may extend to all or any part of the work, and the preparation or manufacturing of the materials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed, to report any evidence that the materials being furnished or the work being performed by the Contractor fails to fulfill the requirements `r of the Contract Documents, and to call the attention of the Contractor to any such failure or other infringements. Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. In case of any dispute arising between the Contractor and the City Inspector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will have the authority to reject materials or equipment, and/or to suspend work until the question at issue can be referred to and decided by the Engineer. The City Inspector will not, however, be authorized to revoke, alter, enlarge, or release any requirement of these Contract Documents, nor to approve or accept any portion or section of the work, nor to issue any instructions contrary tot he requirement s of the VM C5-5 (3) Contract Documents. The City Inspector will in no case act as superintendent or foreman or perform any other duties for the Contractor, or interfere with the management or operation of the work. He will not accept from the Contractor any compensation in any form for performing any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector or Engineer when the same are consistent with the obligations of the Contract Documents of the Contract Documents, provided, however, should the Contractor object to any orders or instructions or the City Inspector, the Contractor may within six days make written appeal to the Engineer for his decision on the matter in Controversy. C5-5.9 INSPECTION: The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whether or not the work as performed is in accordance with the requirements of the Contract Documents. If the Engineer so requests, the Contractor shall, at any time before acceptance of the work, remove or uncover such e portion of the finished work as may be directed. After examination, the Contractor shall restore said portions of the work to the standard required by the Contract Documents. ,,. Should the work exposed or examined prove acceptable, the uncovering or removing and replacing of the covering or making good of the parts removed shall be paid for as extra work, but should Work so exposed or examined prove to be unacceptable, the uncovering or removing and replacing of all adjacent defective or damaged parts shall be at the Contractor's expense. No work shall be done or materials used without suitable supervision or inspection. C5-5.10 REMOVAL OF EDEFCTIVE AND UNAUTHORIZED WORK: All work, materials, or equipment which has been rejected shall be remedied or removed and replaced in an acceptable manner by the Contractor at his expense. Work done beyond the lines and grades given or as shown on the plans, except as herein specially provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered removed at the Contractor's expense. Upon the failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the authority to cause defective work to be remedied or removed and replaced and unauthorized work to be removed, and the cost _ thereof may be deducted from any money due or to become due tot he Contractor. Failure to require the removal of any defective or unauthorized work shall not constitute acceptance of such work. C5-5.11 SUBSTITUTE MATERIALS OR EOUIPMENT: If the Specifications, law, ordinance, codes or regulations permit Contractor to furnish or use a substitute that is equal to any material or equipment specified, and if Contractor wishes to furnish or use a proposed substitute, he shall, prior to the preconstruction conference, make written application to ENGINEER for approval of such substitute certifying in writing that the .. proposed substitute will perform adequately the function called for by the general design, be similar and of equal substance to that specified and be suited to the same use and C5-5 (4) Wo .. capable of performing the same function as that specified ; and identifying all variations of the proposed substitute from that specified and indicating available maintenance service. No substitute shall be ordered or installed without written approval of Engineer who will be the judge of the equality and may require Contractor to furnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or installed without such performance guarantee and bonds as Owner may require which shall be furnished at Contractor's expense. Contractor shall indemnify and hold harmless Owner and Engineer and anyone directly or indirectly employees by either of them from and against the claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. C5-5.12 SAMPLES AND TESTS OF MATERIALS: Where, in the opinion of the Engineer, or as called for in the Contract Documents, tests of materials or equipment are necessary, such tests will be made at the expense of and paid for direct to the testing _ agency by the Owner unless other wise specifically provided. The failure of the Owner to make any tests of materials shall in no way relieve the contractor of his responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents. Tests and sampling of materials, unless otherwise specified, will be made in accordance with the latest methods prescribed by the American Society for Testing Materials or specific requirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not, without specific written permission of the Engineer, use materials represented by the samples until tests have been made and the materials approved for use. The Contractor == will furnish adequate samples without charge to the Owner. In case of concrete, the aggregates, design minimum, and the mixing and transporting equipment shall be approved by the Engineer before any concrete is placed, and the Contractor shall be responsible for replacing any concrete which does not meet the requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using samples from the same aggregate, cement, and mortar which are to be used later in the concrete. Should the source of supply change, new tests shall be made prior to the use of new materials. C5-5.13 STORAGE OF MATERIALS: All materials which are to be used in the construction contract shall be stored so as to insure the preservation of quality and fitness of the work. When directed by the Engineer, they shall be placed on wooden platforms or other hard, clean durable surfaces and not on the ground, and shall be placed under cover when directed. Stored materials shall be placed and located so as to facilitate prompt inspection. .. C5-5.14 EXISTING STRUCTURES AND UTILITIES:, The location and dimensions shown on the plans relative to the existing utilities are based on the best information available. Omission from, the inclusion of utility locations on the Plans is not to be considered as nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, water mains, conduits, sewer lines and service lines for C5-5 (5) MW —� all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all such structures and utilities on the plans or to show them in their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision of which is not made in these Contract Documents, in which case the provision in these Contract Documents for Extra Work shall apply. It shall be the Contractor's responsibility to verify locations of the adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all existing utilities, structures, and service lines. Verification of existing utilities, structures, .� and service lines shall include notification of all utility companies at least forty-eight (48) hours in advance of construction including exploratory excavation if necessary. All verification of utilities and their adjustment shall be considered subsidiary work. C5-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosecution of work where the interruption of service is necessary, the Contractor, at least 24 hours in advance, shall be required to: 1. Notify the Water Department's Distribution Division as to location, time, and schedule of service interruption. 2. Notify each customer personally through responsible personnel as to the time and schedule of the interruption of their service, or 3. In the event that personal notification of a customer cannot be made, a prepared tag form shall be attached to the customer's door knob. The tag shall be durable in composition, and in large bold letters shall say: C5-5 (6) MW no no no no "NOTICE" Due to Utility Improvement in your neighborhood, your (water) (sewer) service will be interrupted on between the hours of and This inconvenience will be as short as possible. Thank You, Contractor Address Phone b. Emergencv: In the event that an unforeseen service interruption occurs, notice shall be as above, but immediate. C5-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through act or neglect on the part of the Contractor, or any other Contractor or any sub -contractor shall suffer loss or damage of the work, the Contractor agrees to settle with such other Contractor or sub -contractor by agreement or arbitration. If such other Contractor or sub- contractor shall assert any claim against the owner on account of damage alleged to have been sustained, the owner will notify the Contractor, who shall indemnify and save harmless the owner against any such claim. C5-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in keeping with a daily routine established to the satisfaction of the Engineer. Twenty-four (24) hours after written notice is given the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the Engineer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the Engineer deems appropriate to correct the clean-up deficiencies cited to the ' Contractor in the written notice, and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. Upon the completion of the project as a whole as covered by these Contract Documents, and before final acceptance and final payment will be made, the Contractor shall clean _ and remove from the site of the project all surplus and discarded materials, temporary structures, and debris of every kind. He shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and waste materials removed from the site of the work shall be disposed of at locations satisfactory to the Engineer. The Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in a bright, clean, polished and new appearing condition. No extra compensation will be made to the Contractor for any clean-up required on the project. so C5-5 (7) C5-5.18 FINAL INSPECTION: Whenever the work provided for in and contemplated under the Contract Documents has been satisfactorily completed and final clean-up performed, the Engineer will notify the proper officials of the Owner and request that a Final Inspection be made. Such inspection will be made within 10 days after such notification. After such final inspection, if the work and materials and equipment are r' found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper resolution has been passed by the City Council. No time charge will be made against the Contractor between said date of notification of the Engineer and the date of final inspection of the work. Ma me ma so No so so so C5-5 (8) MW .. PART C - GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 LAWS TO BE OBSERVED:The Contractor shall at all times observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his operations, and shall observe and comply with all orders, laws, ordinances and regulations which exist or which may be enacted later by bodies having jurisdiction or authority for such enactment. No plea or misunderstanding or ignorance thereof will be considered. The Contractor and his Sureties shall indemnify and save harmless the City and all of its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any such law, ordinance, regulation, or order, whether it be by himself or his employees. C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. C6-6.3 PATENTED DEVICES, MATERIALS, AND PROCESSES: If the Contractor is required or desires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner of such patent, letter, or copyrighted design. It is mutually agreed and understood that without exception the contract price shall include all royalties or cost arising from patents, trademarks, and copyrights in any way involved in the work. The Contractor and his sureties shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any such trade -mark or copyright in connection with the work agreed to be performed under these Contract Documents, and shall indemnify the Owner for any cost, expense, or damage which it may be obliged to pay by. reason of such infringement at any time during the prosecution of the work or after completion of the work, provided, however, that the Owner will assume the responsibility to defend any and all suits brought for the infringement of any patent claimed to be infringed upon the design, type of construction or material or equipment specified in the _ Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harmless on account of such suits. C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard to cleanliness and disposal of garbage and waste as will tend to prevent the inception and spread of infectious or contagious .. diseases and to effectively prevent the creation of a nuisance about the work on any property either public or private, and such regulations as are required by Law shall be put into immediate force and effect by the Contractor. The necessary sanitary conveniences •• for use of laborers on the work, properly secluded from public observation, shall be constructed and maintained by the Contractor and their use shall be strictly enforced by C6-6(1) .. the Contractor. All such facilities shall be kept in a clean and sanitary condition, free from objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. MW C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment stored about the work shall be placed and used, and the work shall at all times be so conducted, as to cause no greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer. The Contractor is required to maintain at all times all phases of his work in such a manner as not to impair the safety or convenience of the public, including, but not limited to, safe and convenient ingress and egress to the property contiguous tot he work area. The Contractor shall make adequate provisions to render reasonable ingress and egress for normal vehicular traffic, except during actual trenching or pipe installation operations, at all driveway crossings. Such provisions may include bridging, placement or crushed stone or gravel or such other means of providing proper ingress and egress for the property served by the driveway as the Engineer may approve as appropriate. Such other means may include the diversion of driveway traffic, with specific approval by the Engineer, If diversion of traffic is approved by the Engineer at any location, the Contractor may make arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his expense, provide all materials and perform all work necessary for the construction and maintenance of MW roadways and bridges for such diversion of traffic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, gas valves, or manholes in the vicinity. The Owner reserves the right to remedy any neglect on the part of the Contractor as regards to public convenience and safety which may come to its attention, after twenty-four hours notice in writing to the Contractor, save in cases of emergency when it shall have the right to remedy any neglect without notice, and in either case, the cost of such work or materials furnished by the Owner or by the City shall be deducted from the monies due or to become due to the Contractor. The Contractor, after approval of the Engineer, shall notify the Fire Department Headquarters, Traffic Engineer, and Police Department, when any street or alley is requested to be closed or obstructed or any fire hydrant is to be made inaccessible, and when so directed by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire Department Headquarters when all such obstructed streets, alleys, or hydrants are placed back in service. Where the Contractor is required to construct temporary bridges or make other arrangements for crossing over ditches or streams, his responsibility for accidents in •• connection with such crossings shall include the roadway approaches as well as the structures of such crossings. C6-6(2) The Contractor shall at all times conduct his operation and use of construction machinery so as not to damage or destroy trees and scrubs located in close proximity to or on the site •• of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the Owner in settlement of such claims. The Contractor shall file with the Engineer a written statement showing all such claims adjusted. C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS. ALLEYS. AND RIGHT-OF-WAY: For the performance of the contract, the Contractor will be permitted to use and occupy such portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the Engineer. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. Excavated and waste materials shall be piled or staked in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. If the street is occupied by railroad tracks, the work shall be carried on in such manner as not to interfere with the operation of trains, loading or unloading of cars, etc. Other contractors of the Owner may, for all purposes required by the contract, enter upon the work and premises used by the Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoining work. Any additional grounds desired by the Contractor for his •. use shall be provided by him at his own cost and expense. C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way of any railroad, the City will secure the necessary easement for the work. Where the railroad tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railroad company as to the methods of performing the work and take all precautions for the safety of property and the public. Negotiations with the railway companies for the permits shall be done by and through the City. The Contractor shall give the City Notice not less than five days prior to the time of his intentions to begin work on that portion of the project which is related to the railway properties. The Contractor will not be given extra compensation for such railway crossings unless specifically set forth in the Contract Documents. C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights, and danger signals, shall provide such watchman, and shall take all such other precautionary r, measures for the protection of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into, any work under No C6-6(3) go construction or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. .. All installations and procedures shall be consistent with provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d Veron's Civil Statues, pertinent section being Section Nos. 27, 29, 30 and 31. The Contractor will not remove any regulatory sign, instructional sign, street name sign, UK or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division (phone number (817) 871- ow 8075), to remove the sign. In case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referred manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be re -installed, the Contractor shall again contact the Signs and Markings Division to re -install the permanent sign and shall leave his temporary sign in place until such re -installation is completed. The Contractor will be held responsible foe all damage to the work or the public due to failure of barricades, signs, fences, lights, or watchmen to protect them. Whenever evidence is found of such damage to the work the Engineer may order the damaged portion immediately removed and replaced by the Contractor at the Contractor's own expense. The Contractor's responsibility for the maintenance of barricades, signs, fences and lights, and for providing watchmen shall not cease until the project shall have been completed and accepted by the Owner. wo No compensation, except as specifically provided in these Contract Documents, will be paid to the Contractor for the Work and materials involved in the constructing, providing, .. and maintaining of barricades, signs, fences, and lights or salaries of watchmen, for the subsequent removal and disposal of such barricades, signs, or for any other incidentals necessary for the proper protection, safety, and convenience of the public during the Im contract period, as this work is considered to be subsidiary to the several items for which unit or lump sum prices are requested in the Proposal. C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the Contractor elect to use explosives, drop weight, etc., in the prosecution of the work, the utmost care shall be exercised at all times so as not to endanger life or property. The Contractor shall notify the proper representative of any public service corporation, any company, individual, or utility, and the Owner, not less than twenty-four hours in advance of the use of any C6-6(4) low .. activity which might damage or endanger their or his property along or adjacent to the work. .. Where the use of explosives is to be permitted on the project, as specified in the Special Conditions Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish no evidence that he has insurance coverage to protect against any damages and/or injuries arising out of such use of explosives. C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into private property, the Owner will provide such right-of-way or easement privileges, as the City may deem necessary for the prosecution of the work. Any additional rights -of -way or work area considered necessary by the Contractor shall be provided by him at his expense. Such additional rights -of -way or work area shall be acquired for the benefit of the City. The City shall be notified in writing as to the rights so acquired before work begins in the affected area. The Contractor shall not enter upon private property for any purpose without having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor shall clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the work as a part of the project construction operations. The Contractor shall be responsible for the preservation of and shall use every precaution to prevent damage to, all tress, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, MW including the construction of temporary fences and to all other public or private property adjacent to the work. The Contractor shall notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the work. Such notice shall be made at least 48 hours in advance of the beginning of the work. Notices shall be applicable to both public and private utility companies or any corporation, company, individual, or other, either as owners or occupants, whose land or interest in _ land might be affected by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the work, or at any time due to defective work, material, or equipment. When and where any direct or indirect or injury is done to public or private property on account of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of non -execution thereof on the part of the Contractor, he shall restore or have restored as his cost and expense such property to a condition at least equal to that .. existing before such damage or injury was done, by repairing, rebuilding, or otherwise C6-6(5) no replacing and restoring as may be directed by the Owner, or he shall make good such damages or injury in a manner acceptable to the owner of the property and the Engineer. All fences encountered and removed during construction of this project shall be restored to the original or a better than original condition upon completion of this project. When wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set cross brace posts on either side of the permanent easement before the fence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross -braced posts at the point of the proposed cut in addition to the cross braced posts provided at the permanent easements limits, before the fence is cut. Temporary fencing shall be erected in place of the fencing removed whenever the work is .. not in progress and when the site is vacated overnight, and/or at all times to prevent livestock from entering the construction area. The cost for fence removal, temporary closures and replacement shall be subsidiary to the various items bid in the project proposal. Therefore, no separate payment shall be allowed for any service associated with this work. In case of failure on the part of the Contractor to restore such property or to make good such damage or injury, the Owner may, upon 48 hour written notice under ordinary ., circumstances, and without notice when a nuisance or hazardous condition results, proceed to repair, rebuild, or otherwise restore such property as may be determined by the Owner to be necessary, and the cost thereby will be deducted from any monies due to or 1W to become due to the Contractor under this contract. C6.6.11 INDEPENDENT CONTRACTOR: It is understood and agreed by the parties hereto that the Contractor shall perform all work and services hereunder as an independent contractor, and not as an officer, agent, servant, or employee of the Owner. Contractor shall have exclusive control of and exclusive right to control the details of all work and services performed hereunder, and all persons performing the same, and shall be solely responsible for the acts and omissions of its officers, agents, servants, employees, contractor, subcontractors, licensees and invitees. The doctrine of respondeat .. superior shall not apply as between Owner and Contractor, its officers, agents, employees, contractors and subcontractors, and nothing herein shall be construed as creating a partnership or joint enterprise between Owner and Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, its officers, agents, servants, and employees from and against any and all claims or suits for property damage or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by the Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in apart, by alleged negligence on the part of officers, agents, employees, contractors, subcontractors, licensees or invitees of the C6-6(6) so Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its officers, agents, servants, and employees for property damage or loss, and/or personal injuries, including death, to any and all person of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by the Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in apart, by alleged negligence of officers, agents, employees, contractors, subcontractors, licensees or invitees of the Owner. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries, loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in apart, any and all alleged acts of omission of officers, agents, employees, contractors, subcontractors, licensees, or invitees of the Owner. In the event a written claim for damages against the contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the _ satisfaction of the Director of the Water Department, as evidenced by a final inspection, final payment to the Contractor shall not be recommended to the Director of the Water Department for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. no If the claims concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in the amount equal to the total dollar amount then due less no the dollar value of any written claims pending against the Contractor arising out of performance of such work, and such semi-final payment may then be recommended by the Director. so The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of the work performed unless the Contractor submits evidence in writing satisfactory tot he Director that: 1. The claim has been settled and a release has been obtained from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. If condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six month period, the Director may recommend that final payment to the Contractor be made. At the expiration of the six month period, the .. C6-6(7) r .. Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. r The Director may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim ow compensation foe any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written statement to the Engineer, setting out in detail the nature of the alleged damage, and on or before the 25t' day of the month succeeding that in which ant such damage is claimed to have been sustained, the Contractor shall file with the Engineer an itemized statement of the details and the amount of such alleged damage and, upon request, shall give the Engineer access to all books of account, receipts, vouchers, bills of lading, and other books or papers containing any evidence as to the amount of such alleged damage. Unless _ such statements shall be filed as hereinabove required, the Contractor's claim for compensation shall be waived, and he shall not be entitled to payment on account of such damages. r C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES. ETC.: In case it is necessary to change, move, or alter in any manner the property of a public utility or others, the said property shall not be moved or interfered with until orders thereupon have been issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical limits of the Contract for the purpose of making such changes or repairs to the property that may be necessary by the performance of this Contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer lines have to be taken up or removed, the Contractor shall, at his own expense and cost, provide and maintain temporary outlets and connections for all private or public drains and sewers. The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers, and for this purpose he shall provide and maintain, at his own cost and expense, adequate pumping facilities and temporary outlets or divisions. The Contractor, at his own cost and expense, shall construct such troughs, pipes, or other _ structures necessary, and be prepared at all times to dispose of drainage and sewage received from these temporary connections until such times as the permanent connections are built and are in service. The existing sewers and connections shall be kept in service and maintained under the Contract, except when specified or ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disposed of in a satisfactory manner so that no nuisance is created and so that the work under construction will be .. adequately protected. r C6-6(8) C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Contractor desires to use City water in connection with any construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water Department for so doing. City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. All piping required beyond the point of delivery shall be installed by the Contractor at his own expense. 2W The Contractor's responsibility in the use of all existing fire hydrant and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General so Contract Documents. When meters are used to measure the water, the charges, if any, for water will be made at the regular established rates. When meters are not used, the charges, if any, will be as prescribed by the City ordinance, or where no ordinances applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water Department. C 6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in the opinion of the Engineer, any section or portion of the work or any structure is in suitable condition, it may be put into use upon the written noticc of the Engineer, and such usage shall not be held to be in any way an acceptance of said work or structure or any part thereof or as a waiver of any of the provisions of these Contract Documents. All necessary repairs and removals of any section of the work so put into use, due to defective materials or workmanship, equipment, or deficient operations on the part of the Contractor, shall be performed by the Contractor at his expense. C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until written acceptance by the Owner as provided for in these Contract Documents, the work shall be under the charge and care of the Contractor, and he shall take every necessary precaution to prevent injury or damage to the work or any part thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecution of the work. The Contractor shall rebuild, repair, restore, and make good at his own expense all injuries or damage to any portion of the work occasioned by any of the hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any other or subsequent breach. The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the Contract Documents. C6-6(9) C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions of these Contract Documents or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representative of the Owner, either personally or other wise as they are agents and representatives of the City. C6-6.21 STATE SALES TAX: On a contract awarded by the City of Fort Worth, and organization which qualifies for exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, Excise, and Use Tax Act, the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable State Comptroller's rulings pertaining to the Texas Limited Sales, Excise, and Use Tax Act. �. On a contract awarded by a developer for the construction of a publicly -owner improvement in a street right-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies for exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, Excise, and Use Tax Act, the Contractor can probably be exempted in the same manner stated above. we Texas Limited Sales, Excise, and Use Tax Act permits and information can be obtained from: no no we Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX C6-6(10) i M q. PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workmen under his immediate superintendence, work of a value of not less than fifty (50%) percent of the value embraced on the contract. If the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees or workmen of the Contractor and shall be subject tot he same requirements as to character and competency. The Owner will not recognize any subcontractor on the work. The Contractor shall at all times, when the work is in operation, be represented either in person or by a superintendent or other designated representatives. C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, or otherwise dispose of the contract or his rights, title, or interest in or to the same -� or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in by the Sureties. .. If the Contractor does, without such previous consent, assign, transfer, sublet, convey, or otherwise dispose of the contract or his right, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm, or corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any states, attempt to dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual damages. C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any construction operations, the Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, a progress schedule preferably in chart or diagram form, or a brief outlining in detail and step by step the manner of prosecuting the work and ordering materials and equipment which he expects to follow in order to complete the project in the scheduled time. There shall be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period. The Contractor shall commence the work to be performed under this contract within the time limit stated in these Contract Documents and shall conduct the work in a continuous -' manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit. C7-7(1) so The sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. Any Deviation from such sequencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has received written approval from the Engineer. Such specification or approval by the Engineer shall not relieve the Contractor from full responsibility of the complete performance of the Contract. The contract time may be changed only as set forth in Section C7-7.8 EXTENSION OF as TIME OF COMPLETION of this Agreement, and a progress schedule shall not constitute a change in the contract time. so C7-7.4 LIMITATION OF OPERATIONS: The working operations shall at all times be conducted by the Contractor so as to create a minimum amount of inconvenience to the public. At any time when, in the judgment of the Engineer, the Contractor has obstructed or closed or is carrying on operations in a portion of a street or public way greater than is necessary for proper execution of the work, the Engineer may require the Contractor to finish the section on which operations are in progress before the work is commenced on any additional section or street. C7-7.5 CHARACTER OF WORKMEN AND EOUIPMENT: Local labor shall be used by the Contractor when it is available. The Contractor may bring from outside the City of Fort Worth his key men and his superintendent. All other workmen, including •+ equipment operators, may be imported only after the local supply is exhausted. The Contractor shall employ only such superintendents, foremen, and workmen who are careful, competent, and fully qualified to perform the duties and tasks assigned to them, and the Engineer may demand and secure the summary dismissal of any person or persons employed by the Contractor in or about or on the work who, in the opinion of the Owner, shall misconduct himself or to be found to be incompetent, disrespectful, intemperate, dishonest, or otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglect or refuses to comply with or carry out the direction of the owner, and such person or persons shall not be employed again thereon without written consent of the Engineer. All workmen shall have sufficient skill, ability, and experience to properly perform the so work assigned to them and operate any equipment necessary to properly carry out the performance of the assigned duties. The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for the prosecution of the work in an acceptable manner and at a satisfactory rate of progress. All equipment, tools, and machinery used for handling materials and executing any part of the work shall be subject to the approval of the Engineer and shall be maintained in a satisfactory, safe and efficient working condition. Equipment on any portion of the work shall be such that no injury to the work. Workmen or adjacent property will result from its use. no C7-7(2) .. C7-7.6 WORK SCHEDULE: Elapsed working days shall be computed starting with the first day of the work completed as defined in C1-1.23 "WORKING DAYS" or the date stipulated in the "WORK ORDER" for beginning work, whichever comes first. Nothing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the following requirements are met: a. A request to work on a specific Saturday, Sunday or Legal Holiday must be made to the Engineer no later that the preceding Thursday. b. Any work to be done on the project on such a specific Saturday, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the timely completion of the project. The Engineer's decision shall be final in response to such a request for approval to work on a specific Saturday, Sunday or Legal Holiday, and no extra compensation shall be allowed to the Contractor for any work performed on such a specific Saturday, Sunday or Legal Holiday. Calendar Days shall be defined in C1-1.24 and the Contractor may work as he so desires. C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the working operations within the time specified in the Contract Documents and set forth in the Work Order. Failure to do so shall be considered by the owner as abandonment of the Contract by the Contractor and the Owner may proceed as he sees fit. The Contractor shall maintain a rate of progress such as will insure that the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of completion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall occurred. Should an extension of the time of completion be requested such request will be forwarded to the City Council for approval. In adjusting the contract time for completion of work, consideration will be given to Aw unforeseen causes beyond the control of and without the fault or negligence of the Contractor, fire, flood, tornadoes, epidemics, quarantine restrictions, strikes, embargoes, or delays of sub -contractors due to such causes. aw aw C7-7(3) aw we When the date of completion is based on a calendar day bid, a request for extension of time because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of •+ the Contractor's purchase order dates and other pertinent data as requested by the Engineer indicates that the Contractor has made a bonafide attempt to secure delivery on schedule. This shall include efforts to obtain the supplies and materials from alternate '+ sources in case the first source cannot make delivery. If satisfactory execution and completion of the contract should require work and materials in greater amounts or quantities than those set forth in the approved Contract Documents, then the contract time mat be increased by Change Order. C7-7.9 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed, a written statement thereof shall be presented by the Contractor to the Engineer and if by the Engineer found correct, shall be approved and referred by the Engineer to the City Council for final approval or disapproval; and the action thereon by the City Council shall be final and binding. If delay is caused by specific orders given by the Engineer to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for shall, however, be subject to the .+ approval of the City Council: and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. go C7-7.10 TIME OF COMPLETION: The time of completion is an essential element of the contract. Each bidder shall indicate in the appropriate place on the last page of the Proposal the number of working days or calendar days that he will require to fully complete this contract or the time of completion will be specified by the City in the Proposal section of the Contract Documents. The number of days indicated shall be a realistic estimate of the time required to complete the work covered by the specific contract being bid upon. The amount of time so stated by the successful bidder or the City will become the time of completion specified in the Contract Documents. sm For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, or increased time granted by the Owner, or as automatically no increased by additional work or materials ordered after the contract is signed, the sum per day given in the following schedule, unless otherwise specified in other parts of the Contract Documents, will be deducted from the monies due the Contractor, not as a no penalty, but as liquidated damages suffered by the Owner. C7-7(4) no no me AMOUNT OF CONTRACT so AMOUNT OF LIQUIDATED DAMAGES PER DAY Less than $ 5,000 inclusive $ 35.00 $ 5,001 to $ 15,000 inclusive $ 45.00 $ 15,001 to $ 25,000 inclusive $ 63.00 $ 25,001 to $ 50,000 inclusive $ 105.00 $ 50,001 to $ 100,000 inclusive $ 154.00 $ 100,001 to $ 500,000 inclusive $ 210.00 y $ 500,001 to $ 1,000,000 inclusive $ 315.00 $ 1,000,001 to $ 2,000,000 inclusive $ 420.00 $ 2,000,000 and over $ 630.00 The parties hereto understand and agree that any harm to the City caused by the .. Contractor's delay in completing the work hereunder in the time specified by the Contract Documents would be incapable or very difficult to calculate due to lack of accurate information, and that the "Amount of Liquidated Damages Per Day", as set out above, is a reasonable forecast of just compensation due the City for harm caused by any delay. C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend no operations on such part or parts of the work ordered by any court, and will not be entitled to additional compensation by virtue of such court order. Neither will he be liable to the City in the vent the work is suspended by a Court Order. Neither will the Owner be liable no to the Contractor by virtue of any Court Order or action for which the Owner is not solely responsible. MW C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unsuitable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of the work covered by this contract, for any reason, the Owner will make no extra payment for stand-by time of construction equipment and/or construction crews. .. If it should become necessary to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. .. C7-7(5) .. Should the Contractor not be able to complete a portion of the project due to causes beyond the control of and without the fault or negligence of the Contractor as set forth in •• Paragraph C7-7.8 EXTENSION OF THETIME OF COMPLETION, and should it be determined by mutual consent of the Contractor and the Engineer that a solution to allow construction to proceed is not available within a reasonable period of time, then the Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the Engineer that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. No reimbursement shall be allowed if the equipment is moved to another construction wo project for the City of Fort Worth. _ The Contractor shall not suspend work without written notice from the Engineer and shall proceed with the work operations promptly when notified by the Engineer to so resume operations. w C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: Whenever, because of National Emergency, so declared by the president of the United ., States or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, materials, and equipment for the prosecution of the work with reasonable continuity for a period of two months, the Contractor shall within seven days w notify the City in writing, giving a detailed statement of the efforts which have been made and listing all necessary items of labor, materials, and equipment not obtainable. If, after investigations, the owner finds that such conditions existing and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contractor, than if the Owner cannot after reasonable effort assist the Contractor in procuring and making available the necessary labor, materials, and equipment within thirty days, the Contractor my request the owner to terminate the contract and the owner may comply with the request, and the termination shall be conditioned and based upon a final settlement mutually acceptable to both the Owner and the Contractor and final payment shall be made in accordance with the terms of the agreed settlement, which shall include. But not be limited to the payment for all work executed but not anticipated profits on work which has not been performed. w C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF THE CONTRACT: The work operations on all or any portion or section of the work under Contract shall be suspended immediately on written order of the Engineer or the Contract may be declared canceled by the City Council for any good and sufficient .. cause. The following, by way of example, but not of limitation, may be considered grounds for suspension or cancellation: a. Failure of the Contractor to commence work operations within the time specified in the Work Order issued by the Owner. C7-7(6) .. go b. Substantial evidence that progress of the work operations by the Contractor is insufficient to complete the work within the specified time. C. Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operations. d. Substantial evidence that the Contractor has abandoned the work. no e. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the work satisfactorily. f. Failure on the part of the Contractor to observe any requirements of the Contract Documents or to comply with any orders given by the Engineer or Owner provided for in these Contract Documents. g. Failure of the Contractor promptly to make good any defect in materials or oo workmanship, or any defects of any nature the correction of which has been directed in writing by the Engineer or the Owner. go h. Substantial evidence of collusion for the purpose of illegally procuring a contract or perpetrating fraud on the City in the construction of work under contract. IM i. A substantial indication that the Contractor has made an unauthorized assignment of the contract or any funds due therefrom for the benefit of go any creditor or for any other purpose. j. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. k. If the Contractor commences legal action against the Owner. ow A Copy of the suspension order or action of the City Council shall be served on the Contractor's Sureties. When work is suspended for any cause or causes, or when the contract is canceled, the Contractor shall discontinue the work or such part thereof as the owner shall designate, whereupon the Sureties may, at their option, assume the contract or that portion thereof which the Owner has ordered the Contractor to discontinue, and may perform the same or may, with written consent of the owner, sublet the work or that portion of the work as taken over, provided however, that the Sureties shall exercise their option, if at all, within two weeks after the written notice to discontinue the work has been served upon the Contractor and upon the Sureties or their authorized agents. The Sureties, in such event shall assume the Contractor's place in all respects, and shall be paid by the Owner for all work performed by them in accordance with the terns of the Contract Documents. All monies remaining due the Contractor at the time of this default C7-7(7) �J .. shall thereupon become due and payable to the Sureties as the work progresses, subject to all of the terms of the Contract Documents. In case the Sureties do not, within the hereinabove specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner has ordered the Contractor to discontinue, then the Owner shall have the power to complete, by contract or otherwise, as it may determine, the work herein described or such work thereof as it may deem necessary, and the Contractor hereto agrees that the Owner shall have the right to take possession of and use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for the purpose of carrying on the work and to procure other tools, equipment, materials, labor and property for the completion of the work, and to charge to the account of the Contractor of said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the owner from such monies as may _ be due or may become due at any time thereafter to the Contractor under and by virtue of the Contract or any part thereof. The Owner shall not be required to obtain the lowest bid for the work completing the contract, but the expense to be deducted shall be the actual cost of the owner of such work In case such expenses shall exceed the amount which would have been payable under the Contract if the same had been completed by the Contract, then the Contractor and his Sureties shall pay the amount of such excess to the City on notice from the Owner of the excess due. When any particular part of the work is being carried on by the Owner by •• contract or otherwise under the provisions of this section, the Contractor shall continue the remainder of the work in conformity with the terms of the Contract Documents and in such a manner as to not hinder or interfere with the performance of the work by the Owner. C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be considered as having been fulfilled, save as provided in any bond or bonds or by law, when all the work and all sections or parts of the project covered by the Contract Documents have been finished and completed, the final inspection made by the Engineer, and the final acceptance and final payment made by the Owner. _ C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: The performance of the work under this contract may be terminated by the Owner in whole, or from time to time in part, in accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. A. NOTICE OF TERMINATION: Any Termination shall be effected by .. mailing a notice of the termination to the Contractor specifying the extent to which performance of work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the Owner. Further, it C7-7(8) shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the Owner regarding such discretionary action B. CONTRACTOR ACTION: After receipt of a notice of termination, and except as otherwise directed by the Engineer, the Contractor shall: 1. Stop work under the contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the work under the contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they w relate to the performance of the work terminated by notice of termination; so 4. transfer title to the Owner and deliver in the manner, at the times, and to the extent, if any, directed by the Engineer: a. the fabricated or un-fabricated parts, work in progress, completed work, supplies and other material produced as a part of, or acquired in connection with the performance of, the work terminated by the notice of the termination; and b. The completed or partially completed plans, drawings, information and other property which, if the contract had been completed, would have been required to be furnished to the Owner. 5. complete performance of such work as shall not have been terminated by the notice of termination; and _ 6. Take such action as may be necessary, or as the Engineer may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. MW At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the Engineer a list, C7-7(9) certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by Engineer, Not later than 15 days how thereafter, the owner shall accept title to such items provided, that the list submitted shall be subject to verification by the Engineer upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. C. TERMINATION CLAIM: Within 60 days after the notice of termination, the Contractor shall submit his termination claim to the Engineer in the form and with the certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon request of the Contractor, made in writing within such 60-day period or authorized extension thereof, any and all such claims shall be conclusively deemed waived. D. AMOUNTS: Subject to the provisions of Item C7-7.1(C), the Contractor and the Owner may agree upon the whole or any part of the amount or amounts to be paid to the Contractor by reason of the total or partial termination of the work pursuant hereto; provided, that such agreed amount or amounts shall never exceed the total contract price reduced by the amount of payments otherwise made and as further reduced by the .o contract price work not terminated. The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. No amount shall be due for lost or anticipated profits> Nothing in C7-7.16(E) hereafter, prescribing the amount to be paid to the Contractor by reason of the termination of work pursuant to this section, shall be deemed to limit, restrict or otherwise determine or affect the amount or amounts which may be agreed upon to be paid to the Contractor pursuant to this paragraph. E. FAILURE TO AGREE: In the event of the failure of the Contractor and the Owner to agree as provided in C7-7.16(D) upon the whole amount to be paid to the Contractor by reason of the termination of the work pursuant to this section, the Owner shall determine, on the basis of ' information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. No amount shall be due for lost or anticipated profits. i F. DEDUCTIONS: In arriving at the amount due the Contractor under this section there shall be deducted; 1. all un-liquidated advance or other payments on account No theretofore made to the Contractor, applicable to the terminated portion of this contract; C7-7(10) ow 2. any claim which the Owner may have against the Contractor in connection with this contract; and 3. the agreed price for, or the proceeds of the sale of, any materials, supplies or other things kept by the Contractor or sold, pursuant to the provisions of this clause, and not otherwise recovered by or credited to the Owner. G. ADJUSTMENT: If the termination hereunder be partial, prior to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing for an equitable adjustment of the price or prices specified in the contract relating to the continued portion of the contract (the portion not terminated by notice of termination), such equitable adjustment as may be agreed upon shall be made in such price or prices; noting contained herein, however, shall limit the right of the owner and the Contractor to agree upon the amount or amounts to be paid tot he Contractor for the completion of the continued portion of the contract when said contract does not contain an established contract price for such continued portion. H. NO LIMITATION OF RIGHTS: Noting contained in this section shall limit or alter the rights which the Owner may have for termination of this contract under C7-7.14 hereof entitled "SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT" or any other right which the Owner may have for default or breach of contract by Contractor. C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the work at all times and shall assume all responsibilities for their enforcement. The Contractor shall comply with federal, state, and local laws, ordinances, and regulations so as to protect person and property from injury, including death, or damage in connection with the work. C7-7(11) no no SUPPLEMENTARY CONDITIONS FORT WORTH, WATER DEPARTMENT WATER AND WASTEWATER TREATMENT PLANT PROJECTS October 1, 2008 1. CONTRACT DOCUMENTS: In Section C1-1.2 CONTRACT DOCUMENTS, delete Paragraph C1-1.2b SPECIAL CONTRACT DOCUMENTS and add the following: "b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A - NOTICE TO BIDDERS (Advertisement) White SPECIAL INSTRUCTION TO BIDDERS White PART B - PROPOSAL (Bid) White M/WBE BID SPECIFICATIONS Golden Rod PART C - GENERAL CONDITIONS Canary Yellow PART CS- SUPPLEMENTARY CONDITIONS Green PART D - SPECIAL CONDITIONS Green PART E - TECHNICAL SPECIFICATIONS White PERMITS/EASEMENTS (Some Permits are Multicolored) White PART F - BONDS AND INSURANCE White PART G - CONTRACT White PART H - PLANS/FIGURES (may be bound separately) White" 2. DIRECTOR OF TRANSPORATION AND PUBLIC WORKS: Delete entire Paragraph C 1-1.17, and replace with the following: C1-1.17 DIRECTOR OF TRANSPORATION AND PUBLIC WORKS: The officially appointed Director of the Transportation and Public Works Department of .. the City of Fort Worth, or his duly authorized representative, assistant, or agents. 3. ENGINEER: Delete entire Paragraph C1-1.19, and replace with the following: The Director of Fort Worth Transportation and Public Works Department, the Director of the Fort Worth Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the particular duties entrusted to them. 4. PROPOSAL FORM: In Section C2-2.1, Paragraph 1, revise last sentence to read as follows: "The Bidder shall furnish a Financial Statement, Equipment Schedule, and Experience Record, all of which must be properly executed and filed with the Director of the Water Department one week prior to the hour for opening of bids. Information shall be on forms provided by the Bidder and acceptable to the City. no .. CS-1 i 5. EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: In Section C2-2.3, Paragraph 2, add the following to the last sentence: "except for changes in the site conditions caused by factors outside of the control of the Contractor which occur after the Contractor's inspection and prior to installation." 6. INTERPRETATION AND PREPARATION OF PROPOSAL: Part C - General Conditions, Section C2-2, exchange Paragraphs C2-2.7, C2-2.8, and C2-2.9 with the "' following: _ C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security and other required material, to the Purchasing Manager or his representative at the official location and stated time set forth in the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with ,. the word "PROPOSAL" and the name or description of the project designated in the "Notice To Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102." C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for the opening of proposals. A request for non consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non -consideration are opened and publicly read aloud, the proposals for which non -consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to .. the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. 7. MINORITY BUSINESS ENTERPRISE/WOMEN BUSINESS ENTERPRISE i COMPLIANCE: Delete entire Paragraph C3-3.2, and replace with the following: C3-3.2 MINORITY AND WOMEN BUSINESS ENTERPRISES: In a accord with .. City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises. and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the r CS-2 W GOOD FAITH EFFORT FORM ("with Documentation") and/or the JOINT VENTURE FORM as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the _ managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non -responsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a minority business enterprise MW (MBE) and/or women business enterprise (WBE) on the contract and payment thereof Contractor further agrees to permit any audit and/or examination of any books, records or files in its possession that will substantiate the actual work ME performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate No Federal, State or local laws or ordinances relating to false statements. Further, any such misrepresentation facts (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible no and barred from participating in City work for a period of time of not less that three (3) years. 8. C3-3.5 AWARD OF CONTRACT is modified to read as follows: "The Owner reserves the right to withhold final action on the proposals for a 00 reasonable time, not to exceed the period stated for the duration of the Bid Security stated in the Notice to Bidders or 90 days, whichever is shorter." IM 9. C3-3.7 BONDS. For the Paragraph after Paragraph C3-3.7d OTHER BONDS, which begins with "No sureties", change the entire paragraph to read as follows: so "In order for a surety to be acceptable to the City, the surety must (1) hold a certificate of authority from the United States Secretary of the Treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the United States Secretary of the Treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion, will determine the adequacy of the proof required herein. Each bond shall be properly executed by both the Contractor and the Bonding Company." CS-3 00 10. INSURANCE. Delete entire Paragraph C3-3.11 INSURANCE, and replace with the following:: C3-3.11INSURANCE: The Contractor shall not commence work under this no contract until he has obtained all insurance required under the Contract Documents, and such insurance has been approved by the Owner and certificates of Insurance _ shall be delivered to the Owner (City of Fort Worth, Contract Administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth, Texas 76102) prior to commencement of work on the contract project. The prime Contractor shall be responsible for delivering to the Owner the sub- contractor's certificate of insurance for approval. The prime Contractor shall indicate on the certificate of insurance included in the documents for execution whether or not his insurance covers sub -contractors. It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub -contractors. The General Contractor may require all subcontractors to be insured and submit .. documentation ensuring that the requirements of C3-3.11 are met for all subcontractors. Failure of the Owner to request required documentation, shall not constitute a waiver of the insurance requirements specified herein. The Contractor's liability shall not be limited to the specified amounts of insurance required herein. a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract, Worker's Compensation Insurance on all of his employees to be engaged in work on the project under this contract, and for all sub -contractors. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Worker's Compensation Statute, the Contractor shall provide adequate employer's general liability insurance for the protection of such of his employees not so protected. Worker's compensation insurance covering employees in the project site shall be indorsed with a waiver of subrogation providing rights of recovery in favor of the OWNER. b. COMMERICAL GENERAL LIABILITY INSURANCE: The Contractor Shall procure and shall maintain during the life of this contract, General Liability Insurance (Public Liability and Property Damage Insurance) in the amount not less than $500,000 covering each occurrence/aggregate on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrence/aggregate on account of property damage with $2,000,000 umbrella policy coverage. Certificates of .� insurance shall state that Insurance is on an "occurrence" basis. Certificate shall also contain a statement that no exclusions by endorsement have been made to the Commercial General Liability Policy. C. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as a separate policies or by additional endorsement to one of the above -mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: r CS-4 aw 1. Contingent Liability (covers General Contractor's Liability for acts am of sub -contractors). No 2. Blasting, prior to any blasting being done. 3. Collapse of buildings or structures adjacent to excavation Lif ow excavation are performed adiacent to same). no 4. Damage to underground utilities for $500,000. 5. Builder's risk (where above-p-round structures are involved). no 6. Contractual Liability (covers all indemnification requirements of Contract). The City, its offices, employees and servants shall be endorsed as additional insured on Contractor's insurance policies No excepting employer's liability insurance coverage under Contractor's worker's compensation insurance policy. Contractor's insurance policies shall be indorsed to provide that such insurance is primary protection and any self -funded or commercial coverage maintained by the OWNER shall not be called upon to contribute to loss recovery. r 7. When required by the Contract Documents, Environmental Impairment Liability Coverage must be provided in the limits of $1,000,000 per occurrence and $2,000,000 annual aggregate. The Environmental Impairment Liability (EIL) must contain coverage r for sudden and accidental contamination or pollution, liability for gradual emissions, and clean-up costs. The EIL coverage shall include two year completed operations coverage on a per Project basis. A separate insurance policy may be needed to fulfill this requirement. EIL for damages incurred in the course of transporting sludge shall be covered under the contractor's ow insurance policy(s). d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY aw DAMAGE: The Contractor shall procure and maintain during the life of this Contract, Comprehensive Automobile Liability Insurance in an amount not less than $250,000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than $500,000 aggregate on account of one accident, and automobile property damage insurance in an amount not less than $100,000 aggregate. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and his sub -contractors, respectively, against damage CS-5 claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him, and also against any of the following special hazards which may be encountered in the performance of the Contract. .. f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the owner with satisfactory proof of coverage by insurance required in these Contract Documents in the amounts and by carriers satisfactory to the Owner. (Sample attached.) Other than Worker's Compensation Insurance, in lieu of specified insurance, the City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. All insurance requirements made upon the Contractor shall .. apply to the sub -contractors, should the Prime Contractor's insurance not cover the sub -contractor's work operations. •• g. DEDUCTIBLE LIMITS. The deductible limits or self -funded retention limits, on each policy must not exceed $10,000 per occurrence unless otherwise approved by the City. h. INSURANCE COMPANY: The insurance company with whom the Contractor's insurance is written shall be authorized to do business in the State of Texas and shall have a current A.M. Best Rating of "A:VII" or equivalent measure of financial strength and solvency. .r i. NOTIFICATION. During the lifetime of this contract, the Contractor shall notify the ENGINEER in writing, of any known loss occurrence that could give rise to a liability claim or lawsuit or which could result in a property loss. j. CANCELLATION: Insurance shall be endorsed to provide the City with a minimum of thirty days notice of cancellation, non -renewal and/or material change in insurance policy terms or coverage. A minimum10 day notice shall be acceptable in the event of non-payment of insurance premium to insurance company. CITY RESPONSIBILITIES. The City shall not be responsible for direct payment of insurance premium costs for Contractor's Insurance. 11 C3-3.13 WAGE RATES: Delete Paragraph C3-3-13 WEEKLY PAYROLLS in its entirety and replace with C3-3-13 WAGE RATES as shown below: "The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code, including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258, Texas Government Code. Such prevailing wage rates are included in these contract documents. CS-6 The Contractor, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) that name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; (ii) the actual per diem wages paid to each worker. These records shall be open, all reasonable hours, for inspection by the City. The pro -visions of Section C8-8- 14, RIGHT TO AUDIT, pertain to this inspection. wo The Contractor shall include in its subcontract's and/or shall otherwise require all of its subcontractors to comply with paragraphs above. With each partial payment estimate or payroll period, whichever is less, an affidavit stating that the contractor has complied with the requirements of Chapter 2258, Texas ,. Government Code. The Contractor shall post the prevailing wage rates in a conspicuous place at the site No of the project at all times." 12. INCREASED OR DECREASED QUANTITIES: Revise Paragraph C4-4.3 to read as .. follows: The Owner reserves the right to alter the quantities of the work to be performed or to "' extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices established in the contract documents. No allowance will be made for any no changes in lost or anticipated profits not shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of sanitary sewer pipes in depth categories shall be interpreted herein as applying to overall quantities of sanitary sewer pipe in each pipe size, but .. not to the various depth categories. „w 13. LIMITATION OF INCIDENTAL CHARGES (Reference C4-4.5c): The Contractor agrees that should any change in the work of extra work be ordered, the following applicable percentage shall be added to Material and Labor Costs to cover ,, overhead and profit: 1. Allowance to the Contractor for overhead and profit for extra work performed by the Contractor's own forces shall not exceed 15%. 2. Allowance to the Contractor for overhead and profit for extra work performed by a �- subcontractor and supervised by the Contractor shall not exceed 10%. Contractor shall be reimbursed for direct field overhead when the change requires an wo extension of the Contract period. Contractor shall not be reimbursed for indirect overhead or indirect costs related to changes to this contract. CS-7 14. TESTING COSTS: Paragraph 5-5.12, revise the first sentence to read as follows: No "Where, as called for in the Contract Documents, tests of materials or equipment are necessary, such tests will be made at the expense of and paid for by the Contractor an unless otherwise specifically provided for in the Technical Specifications." 15. LAWS TO BE OBSERVED: Paragraph C6-6.1, delete "or which may be enacted No later". After the word "exist," add "at the time of the Contract or may be hereafter exist during the performance of the Contract." 16. BUILDING PERMITS: Paragraph C6-6.2 Insert the following at the end of the paragraph; aw "Contractors are responsible for obtaining all construction permits from the governing agencies. Contractor shall schedule all code inspections with the Code Inspection Department in accordance with the permit requirements and submit copy of updated ow schedule to the Engineer weekly. Building, plumbing, electrical and mechanical building permits are issued without charge. Water and sewer access fees will be paid aw by the Water Department. Any other permit fees are the responsibility of the Contractor." 17. BARRICADES, WARNINGS AND FLAGMEN: In Paragraph C6-6.8, replace the word "watchmen" wherever in appears with the word "flagmen". In the first paragraph, lines five (5) and six (6), replace "take all such other precautionary measures" with "take all reasonable necessary measures". 18. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Delete entire Paragraph C6-6.12, and replace with the following: "C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: wo Contractor covenants and agrees to indemnify the City' Engineer and Architect, and their personnel at the project site for the Contractor's sole negligence. In addition, the Contractor covenants and agrees to indemnify, hold harmless and defend at its own ow expense, the Owner, its officers, agents, servants, and employees, from and against all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise of, the work and services to be performed hereunder aw by the Contractor, its officers, agents, employees subcontractors, licensees or invitees, whether or not anv such iniurv. damaee or death is caused, in whole or in part, by the negligence or alleged negligence of the Owner, its officers, agents. servants. or emplovees. Contractor likewise covenants and agrees to indemnify and hold harmless Owner from and against any and all injuries to the Owner's officers, agents, servants, and employees, loss or destruction of property of the Owner arising form the 'r performance of any of the terms and conditions of this Contract, whether or not anv such iniury or damage is caused, in whole or in part, by the neelieenee or alleged negligence of the Owner, its officers, agents. servants, or emnlovees CS-8 In the event the Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until the Contractor either (a) submits to the Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides the Owner with a letter from the Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract." 19. STATE SALES TAX: A. Delete Paragraph C6-6.21 STATE SALES TAX in its entirety. B. This contract is issued by an organization, which qualifies for exemption pursuant to the provisions of Article 20.04 (F) of the Texas Limited Sales, Excise, and Use Tax Act. All equipment and materials not consumed by or incorporated into the project construction are subject to State Sales Tax under House Bill 11, enacted August 15, 1991. All such taxes shall be included in the various amounts on the Proposal Form. The successful Bidder shall be required to submit a breakdown between costs of labor, consumable material and other construction costs and costs of material incorporated into the project construction prior to execution of this contract. B. At the time of execution of the Contract Documents by the Contractor, the so Contractor shall complete the "Statement of Materials and Other Charges" which identifies the project costs anticipated in the Project into "Materials Incorporated into the Project" and "All Other Charges". The Contract shall be a "Separated Contract". wo C. The City of Fort Worth will issue appropriate Certificates of Resale to the Contractor. D. All Change Orders to the Contract will separate charges for materials and labor and will contain the following statement: "For purposes of complying with Texas Tax Code, the Contractor agrees that the charges for material incorporated into the project in excess of the estimated quantity provided for herein will be no less than the invoice price for such material to the Contractor." 20 AIR POLLUTION WATCH DAYS: Add the following to Section C7-7: C7-7.18 AIR POLLUTION WATCH DAYS: The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". Typically, the OZONE SEASON, within the Metroplex area, runs from May 1, through OCTOBER 31, with 6:00 a.m. - 10:00 a.m. being critical BECAUSE EMISSIONS FROM THIS TIME CS-9 00 PERIOD HAVE ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION.. wo The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the • afternoon prior to the WATCH day. On designated Air Pollution Watch Days, the Contractor shall bear the responsibility of being aware that such days have been No designated Air Pollution Watch Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. However, the Contractor may begin work prior to 10:00 we a.m. if use of motorized equipment is less than 1 hour, or if equipment is new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or alternative fuels such as CNG. If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m. - 6:00 p.m., on a designated Air Pollution Watch Day, that day will be considered as a weather day and added onto the allowable weather days of a given month. 21so . C8-8.4 SCOPE OF PAYMENT: Delete C8-8.4 SCOPE OF PAYMENT in its entirety and replace with the following: "The Contractor shall receive and accept the compensation as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and .. damage arising out of the nature of the work or from the action of the elements, for any unforeseen defects or obstructions which may arise or be encountered during the prosecution which may arise or be encountered during the prosecution of the work at any time before its final acceptance by the Owner, (except as provided in paragraph C5-5.14) for all risks of whatever description connected with the prosecution of the work, for all expenses incurred by or in consequence of the suspension or "' discontinuance of such prosecution of the working operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, and for completing the work in an acceptable manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to the final acceptance of the N" work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfections, or damage shall have been discovered on or before the final inspection and acceptance of the work or during the .. two (2) year guaranty period after the final acceptance. The Owner shall be the sole CS-10 a" judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein." 22. PARTIAL PAYMENTS: Change Paragraph C8-8.5 to read as follows: .. "Partial pay estimates shall be submitted by the Contractor 5th day and the 20th day of the month that work has been is in progress. The estimate shall be processed by the City on the 1 Oth day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part thereof, but which at the time of pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net invoice value thereof. The Contractor will furnish the engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,000.00 at the execution, retainage shall be ten percent (10%). For contracts of $400,000.00 or more at the time of execution, retainage shall .. be five percent (5%). Contractor shall pay subcontractors in accord with subcontract agreement, within five so (5) business days after receipt by the Contractor of the payment by the City. Contractor's failure to make the required payment to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this .o paragraph is accomplished. It is understood that the partial pay estimates will be approximate only, and all partial 00 pay estimates and payment of the same will be subject to correction in the estimate rendered following the discovery of an error in any previous estimate. Payment of any partial pay estimate shall not, in any respect, be taken as an admission of the Owner of "' the amount of work done or of its quality of sufficiency, or as an acceptance of the work done or the release of the Contractor of any of his responsibilities under the Contract Documents. go The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other provisions of this Contract." 23. GENERAL GUARANTY. Delete Paragraph C8-8.10 GENERAL GUARANTY in its entirety and replace with the following: Neither the final certificate of payment nor any provision in the Contract Documents nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance of the work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or CS -II .. damages in the work and pay for any damage to the other work resulting therefrom which shall appear within a period of two (2) years from the date of final acceptance of the work unless a longer period is specified and shall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the performance of the general guaranty as above outlined. The Owner ` will give notice of observed defects with reasonable promptness. Any reference to any shorter period of time of warranty contained elsewhere within the specifications shall be resolved in favor of this specification, it being the City's intent that the Contractor guarantee its work for a period of two (2) years following the date of acceptance of the project. 24. RIGHT TO AUDIT: Add the following to Section C8-8: C8-8.14 RIGHT TO AUDIT: "(a) The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give .. Contractor reasonable advance notice of intended audits. (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such subcontractor, involving transactions to the subcontract, and further, that City shall have access during normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this article together with subsection (c) hereof. The City shall give subcontractor reasonable advance notice of intended audits. IM (c) Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse contractor for the cost of the copies as follows: .. 1. 50 Copies and Under - 10 cents per page. 2. More than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter." (5/25/93) CS-12 r 25. SCHEDULE OF COSTS: Add the following to Section C8-8: C8-8.15 SCHEDULE OF COSTS: Following the completion of all work on the Project and prior to submittal of a request for final payment, the Contractor shall no provide a Schedule of Costs to City for approval which lists all equipment systems, structures, building electrical and HVAC systems, overhead and project related costs. The items will be grouped into categories using the Owner's list of category codes Wo which will be provided by the Owner at the Preconstruction Conference. The Schedule of Costs will be used by the City as input to the Capital Assets System, '" and will not be considered in preparation of modifications to the Contract. Costs associated with the preparation and processing of this schedule of costs shall be no subsidiary to the price bid. The Contractor will also provide a projected payment schedule tied to the project MV schedule and the schedule of values which projects the monthly payments through the end of the Project. The Payment schedule must be submitted along with the first request for payment. This information is necessary to arrange financing of the Project no by the City. we END OF SECTION CS-13 .. r u PART D - SPECIAL CONDITIONS TABLE OF CONTENTS TABLE OF CONTENTS D-1 General D-2 D-2 Project Designation D-2 D-3 Time of Completion D-2 D-4 Project Signs D-3 D-6 Wage Rates D-3 D-8 Dewatering D-3 D-10 Existing Utilities D-3 D-12 Test Holes D-4 D-13 Substitution D-4 D-14 Trench Safety D-4 D-24 Valve Blocking D-5 D-25 Ductile Iron Pipe and Gray -Iron Fittings D-6 D-30 Valve Cut -Ins D-7 D-37 Concrete Encasement D-7 D-39 Bid Alternatives D-7 D-41 Site Preparation D-7 D-48 Temporary Pavement Repair D-8 D-55 Temporary Soil Erosion Sediment and Water Pollution Control D-8 D-86 Worker's Compensation Insurance D-9 D-91 Shop Drawings D-13 D-101 Testing D-14 D-102 Subsidiary Work D-15 D-103 Addenda D-15 D-104 OSHA Standards D-15 D-105 Project Superintendents D-15 D-106 Resident Engineer D-16 D-107 Progress Photographs D-16 D-108 Termination D-16 D-109 Hazardous and Toxic Materials D-17 D-110 Spoil and Fill Material D-17 D-111 Age D-17 D-112 Disability D-18 D-113 Indemnification D-18 D-114 Construction Administration D-19 D-1 PART D — SPECIAL CONDITIONS D-1 GENERAL: Subject to modifications as herein contained, the Fort Worth Water Department's General _ Contract Documents and General Specifications. Effective July 1, 1978, are made part of the Contract Documents for this Project. The Plans, Special conditions and Provisions Documents, and the rules, regulations, requirements, instructions, drawings and details referred to by manufacturer's name, number or identification included therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the Contractor. The Specifications and drawings shall be considered MP cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. The order or precedence in case of conflicts or discrepancies between various parts of we the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: UV 1. Plans 2. Special Contract Documents 3. General Contract Documents and General Specifications The following Special Conditions shall be applicable to this project and shall govern any conflicts with the General Contract documents under the provisions stated above. D-2 PROJECT DESIGNATION: Construction under these Special Documents shall be performed under the Fort Worth Water Department Project Designations: MW Water Project Number P265-606180130580 Sewer Project Number , and/or Other D-3 TIME OF COMPLETION: The Owner desires the Contractor to substantially complete the project within 150 .. calendar days. Substantial completion shall be defined as all work completed such that the tank is tested, disinfected, and in service. Thereafter, final completion shall occur within 180 calendar days. Final completion shall consist of final acceptance of all work and paperwork required to process the final pay application received by the Owner. In the event that the Contractor fails to meet the substantial completion or the final M' completion date for the project, the Owner shall withhold money permanently form the Contractor's total compensation at the rate specified in Item C7-7.10 per calendar day as liquidated damages until substantial completion is met. .. .. D-2 low 00 D-4 PROJECT SIGNS: _ Project Signs are required at all locations which will be under construction for more than thirty (30) calendar days as indicated in Part B Proposal. Project Signs shall be in accordance with sample drawing included in the Appendix. The signs may be mounted on skids or on posts. The exact locations and methods of mounting shall be approved by the engineer. Any and all costs for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project .- and no additional compensation will be allowed. D-6 WAGE RATES: The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall govern on all work performed by the Contractor or any subcontractor on the site of the project covered by these Contract Documents. In no event shall less that the following rates be paid. (See Section 01011 of the Technical Specifications) When two or more wage rate scales are shown and wage rates shown in specific classifications are in conflict, the higher wage will be used. D-8 DEWATERING: The Contractor shall be responsible for determining the method of dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor shall be responsible for damage of any nature resulting from the dewatering operations. _ The DISCHARGE from any dewatering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. Dewatering shall be considered as incidental to a construction and all costs incurred will be considered to be included in the linear foot bid price of the pipe. D-10 EXISTING UTILTIES: The plans show the locations of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service lines, or other property crossed or exposed by his construction 00 operations. Contractor shall make all necessary provisions for the support, protection, relocation, and or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and or temporary relocation of such facilities shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. wo D-3 .. no no Where existing utilities or service lines are cut, broken or damaged, the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall cooperate with the owners of all utilities to locate existing underground facilities and notify the Engineer at once of any conflicts in grades and alignment. In case it is necessary to change or move the property of any owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs, of their property that may be made necessary by performance of this contract. D-12 TEST HOLES: The matter of subsurface exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this pipeline installation is to be made is the responsibility of any and all prospective bidders, and any bidder on this project shall submit his bid under the condition. Whether prospective bidders perform this subsurface exploration jointly or independently, and whether they make such determinations by the use of test holes or other means, shall be left to the discretion of such prospective bidders. •• The cost of the rock removal and other associated appurtenances, if required, shall be included in the linear foot bid price of the pipe. D-13 SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material which has been specified. Where the term "or equal," or " or approved equal" is used, it is understood that if a material, product, or piece of equipment .. bearing the name so used is furnished it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a _ product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the proposed substitute is procured by the Contractor. Where the term "or equal," or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of this sub -section as related to "Substitutions" shall be applicable to all sections of these specifications. no am D-4 Iwo .. D-19 TRENCH SAFETY: 1. GENERAL: This specification covers the trench safety requirements for all trench excavations in order to protect workers from cave-ins. The requirements of this item .r govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. no 2. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Subpart P- Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for trench safety. 3. DEFINITIONS: A. TRENCHES: A trench is referred to as a narrow excavation made below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet. If forms or other structures are installed or constructed in an excavation so as to reduce the dimension measured from the forms or structure to the side of the excavation to fifteen (15) feet or less at the bottom of the excavation, the excavation is also considered to be a trench. B. BENCHING SYSTEM: Benching means excavating the sides of a trench to form one or a series of horizontal levels or steps, usually with vertical or near - vertical surfaces between levels. C. SLOPING SYSTEM: Sloping means excavating to form sides of a trench that are inclined away from the excavation. D. SHIELD SYSTEM: Shields used in trenches are generally referred to as "trench boxes" or "trench shields." Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. Shields can be permanent structures or can be designed to be portable and move along as the work progresses. Shields can be either premanufactured or job -built in accordance with OSHA standards. E. SHORING SYSTEM: Shoring means a structure such as a metal hydraulic, mechanical or timber system that supports the sides of a trench and which is .. designed to prevent cave-ins. Shoring systems are generally comprised of crossbraces, vertical rails (uprights), horizontal rails (wales) and/or sheeting. 4. MEASUREMENT: Trench depth is the vertical measurement from the top of the existing ground to the bottom of the pipe or structures. The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. .r I� rr 5. PAYMENT: Separate payment will be made only when trench excavations exceed a depth of five (5) feet and shall be full compensation for safety system design, labor, tools, materials, equipment and incidentals necessary for the installation and removal of trench safety systems. D-24 VALVE BLOCKING: All valves shall have concrete blocking for support. Valves shall have polyethylene " wrapping per Material Specification E1-13 and Construction Specification E2-13 installed prior to concrete blocking. No separate payment will be made for any of the work involved for this item and all costs incurred will be considered to be included in the .. bid price of the valve. D-25 DUCTILE IRON PIPE AND GRAY -IRON FITTINGS: Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, Fittings, and Specials, Sub Section E2-7.11 Cast Iron Fittings: the first Paragraph shall be revised to read as follows: "E2-7.11 DUCTILE -IRON AND GRAY -IRON FITTINGS: All ductile -iron and gray - iron fittings shall be furnished with cement mortar lining as stated in Section E1-7. The price bid per ton of fittings shall be payment in full for all fittings, joint accessories, polyethylene wrapping, horizontal concrete blocking, vertical tie -down concrete blocking, and concrete cradle necessary for construction as designed. All ductile -iron and gray -iron fittings, valves and specials shall be wrapped with polyethylene wrapping conforming to Material Specification E 1-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie -down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, horizontal concrete blocking, vertical tie -down concrete blocking, and concrete cradle shall be included in bid items for valves and fittings and no other payment will be allowed." D-26 DETECTABLE WARNING TAPES: Detectable underground utility warning tapes which can be located from the surface by a r pipe detector shall be installed directly above non-metallic water or sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis, acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the tape shall be 5.5 mils. and the width shall not be less than 2" inches with a minimum unit weight of 2-1/2 pounds/1'71000'. The tape shall be color coded and imprinted with the message as follows: am Tvne of Utility Water Sewer Color Code Safety Blue Safety Green Leizends Caution Buried Water Line Below Caution Buried Sewer Line Below 1 aw Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18" inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenances required shall be included in the subsidiary to the cost of pipe installation. D-27 CONCRETE CYLINDER PIPE AND FITTINGS: Concrete cylinder pipe on this project shall be Class 150 AWWA C-303 pretensioned concrete cylinder pipe or Class 150 AWWA C-301 prestressed concrete cylinder pipe as _ specified on the plans and manufactured in accordance with Material Standard E1-4 contained in the General Contract Documents. Payment for work such as backfill, beddings, blocking, excavation and all other associated appurtenances required; shall be included in the Linear Foot price of the pipe and lump sum for the pipe fittings in the appropriate BID ITEM(S). D-30 VALVE CUT -INS: It may be necessary to cut -in gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing valves in other .� lines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut -ins must be coordinated with the engineer in charge of inspection. All consumers shall be individually �. advised prior to the shut out and advised of the approximate length of time they may be without service. so Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenances required, shall be included in the price of the appropriate bid items. D-37 CONCRETE ENCASEMENT: Concrete encasement shall be Class E (1500 psi) concrete and for sewer line encasements shall conform to Fig. 113; for water line encasements it shall conform to Fig. 20 of the General Contract Documents. Requirements for such encasement are specified in Sections E1-20 and E2-20 of the General Contract Documents. Payment for work such as forming, placing, and finishing including all labor, tools, equipment and material necessary to complete the work shall be included in the linear foot price bid for Concrete Encasement. s D-39 BID ALTERNATIVES: The Proposal section of this document is arranged to allow the Contractor to base his bid on either ductile iron pipe or polyvinyl chloride plastic pipe. Contractor shall indicate type of pipe to be used. However, regardless of the general type pipe specified by the Contractor at certain locations, a specific type pipe has been specified on the plans. All cost for this shall be considered as subsidiary and no additional compensation will be allowed. aw ow D-41 SITE PREPARATION: The Contractor shall clear rights -of -way or easements of obstruction which must be removed to make possible proper prosecution of the work as a part of these project construction operations. The contractor's attention is directed to Paragraph C6-6.10 Work Within Easements, Page 6-6(4), Part C - General Conditions of the Water Department General Contract Document and General Specifications. Clearing and restoration shall be considered as incidental to construction and all costs incurred will be included in the Linear Foot price of the pipe. D-48 TEMPORARY PAVEMENT REPAIR: The Contractor shall provide a temporary pavement repair immediately after trench backfill and compaction using a minimum of 1-inch cold mix asphalt. This temporary repair shall be rolled to provide a smooth transition between the existing pavement and 4 the temporary repair. The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing temporary pavement repair for all streets cuts prior to street reconstruction. D-55 TEMPORARY SOIL EROSION SEDIMENT AND WATER POLLUTION CONTROL: r 1. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the — permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled -hay retards, dikes, slope drains and other r devices. 2. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible -earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible - earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution -control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats seeding or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution -control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution -control features, but are not associated with permanent control features on the project. ,. The Engineer will limit the area of preparing right of way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and w Wma progress in keeping the finish grading, mulching, seeding, and other such permanent .o pollution -control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil -erosion -control measures shall be performed as directed by the Engineer. The amount of surface area of erodible -earth material exposed at one time shall not exceed 750,000 square feet for each excavation operation, 750,000 square feet for each material source operation (other than from commercially operated sources), 750,000 square feet for each preparing of right-of-way operation or 750,000 square feet for each clearing and grubbing operation, unless otherwise shown on the plans or with prior approval by the Engineer in writing. The CONTRACTOR shall also conform to the following practices and controls. All labor, tools, equipment and incidentals to complete the work will not be paid for directly but shall be considered as subsidiary work to the various items included in the contract. (a). Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. (b). Frequent fording of live streams will not be permitted; therefore, temporary bridges or other structures shall be used wherever an appreciable number of stream crossings are necessary. Unless otherwise approved in writing by the Engineer, mechanized equipment shall not be operated in live streams. (c). When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. (d). All waterways shall be cleared as soon as practicable of falsework, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. (e). The CONTRACTOR shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. 3. SUBMITTAL: Prior to the start of the applicable construction, the CONTRACTOR shall submit for approval his schedules for accomplishment of soil -erosion -control work and his plan to keep the area of erodible -earth material to a minimum. He shall also submit for acceptance his proposed method of soil -erosion control on construction and haul roads and material sources and his plan for disposal of waste materials. No work shall be started until the soil -erosion control schedules and methods of operations have been reviewed and approved by the Engineer. ■r 4. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. D-86 WORKER'S COMPENSATION INSURANCE: A. Contractor's Worker's Compensation Insurance. Contractor agrees to provide the Owner (City) a certificate showing that it has obtained a '! policy of worker's compensation insurance covering each of its employees employed on the project in compliance with state law. No Notice to Proceed will be issued until the Contractor has complied with this section. B. Subcontractor's Worker's Compensation Insurance. _ Contractor agrees to require each and every subcontractor who will perform work on the project to provide to it a certificate from such subcontractor stating that the subcontractor has a policy of worker's compensation insurance covering each employee on the project. Contractor will not permit any subcontractor to perform work on the project until such certificate has been acquired. Contractor shall provide a copy of all such certificates to the Owner (City). C. Worker's Compensation Insurance Coverage. 1. Definitions: •. Certificate of coverage ("certificate"): A copy of a certificate of insurance, a certificate of authority to self -insure issued by the Texas Workers' Compensation Commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or — TWCC-84), showing statutory worker's compensation insurance coverage for 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 he beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the City. no Persons providing services on the project ("subcontractor" in Texas Labor Code Section 406.096) - includes all persons or entities performing all or part of the services the contractor has undertaking to perform on the project, regardless of we whether that person contracted directly with the contractor and regardless of whether that person has employees. This included, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner -operators, we 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 aw to a project. "Services" does not include activities unrelated to the project, such as foodibeverage 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 D-10 aw 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 City 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 City " showing the coverage has been extended. 5. The contractor shall obtain from each person providing services on a project, and provide to the City: (a) a certificate of coverage, prior to that person beginning work on the project, so the City will have on file certificates of coverage showing coverage for all persons providing services on the project; and (b) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 6. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. 7. The Contractor shall notify the City 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. S. The contractor shall post on each project site a notice, in the text, form and manner prescribed by Texas Worker's Compensation Commission, informing all no persons providing services on the projects that they are required to be covered and report lack of coverage. 9. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: (a) provide coverage, based on proper reporting on the classification codes and payroll amounts and filling 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; D-11 (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 the 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 it contracts, and provide to the contractor: (1) a certificate of coverage, prior to the other person beginning on the project; an and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for duration of project and for one year thereafter. (f) notify the City 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 go (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 City that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be _ based on the 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 Texas Workers' Compensation 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 City to declare the contract void if the ••• contractor does not remedy the breach within ten days after receipt of notice of breach from the City. MW D-12 MW D. Posting of Required Worker's Compensation Coverage. The contractor shall 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 Workers' Compensation Act or other Texas Workers' Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 10 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, without additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE UW 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 IM materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee. .� "Call the Texas Workers' Compensation Commission at 512-440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage. D-91 SHOP DRAWINGS: ow 1. Submit seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as may be required by the Engineer for his review. Submittals may be checked by and stamped with the approval of the Contractor and identified as the Engineer may require. Such review by the Engineer shall include checking for general conformance with the design concept of the project and general compliance with information given in the General Contract Documents. Indicated actions by the Engineer, which may result from his review, shall not constitute concurrence with any deviation from the plans and specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractor of responsibility for errors or omissions in the submitted data. Processed shop drawing submittals are not change orders. The purpose of submittals by the Contractor is to demonstrate that the Contractor understands the design concept, and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install, and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies or conflicts between submittals and the design drawings and/or specifications are discovered, either prior to or after submittals are processed, the design drawings and specifications shall govern. The Contractor shall be responsible for dimensions which are to be confirmed and correlated at the job site, fabrication processes and techniques of constriction, coordination of his work with that of other trades and satisfactory performance his work. The Contractor shall check and verify all measurements and review submittals prior to D-13 being submitted, and sign or initial a statement included with the submittal, which No signifies compliance with plans and specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stated in writing in the submittal. Three (3) copies of the approved submittals shall be retained by the WO Contractor until completion of the project and presented to the City in bound form. 2. Shop drawings shall be submitted for the following items prior to installation: ***See individual specification sections*** as Additional shop drawing requirements are described in some of the material .. specifications. 3. Address for Submittals - The submittals shall be addressed to the Design Engineer: Bahram Niknam, P.E. Deltatek Engineering 14114 Dallas Parkway Suite 480 Dallas, Texas 75254 D-101 TESTING: a. The Contractor shall furnish, at his own expense, certifications by a private laboratory — for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The Contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. b. Tests of the design concrete mix shall be made by the Contractor's laboratory at least _ nine days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. c. Quality control testing of in -place material on this project will be performed by the City at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the Contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the Contractor of his responsibility to famish materials and equipment conforming to the requirements of the contract. d. Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety D-14 04 system (if required) for the site to be tested, and any work effort involved is deemed .. to be included in the unit price for the item being tested. e. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. D-102 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal for each bid item. Surface restoration and cleanup are general items of work which fall in the category of subsidiary work. _ D-103 ADDENDA: Bidders wanting further information, interpretation or clarification of the contract documents must make their request in writing to the Fort Worth Water Department .. Engineering Services, at least 96 hours prior to bid opening. Answers to all such requests will be bound and made a part of the Contract Documents. No other explanation or interpretation will be considered official or binding. Should a bidder find discrepancies in, or omissions from, the Contract Documents, or should the bidder be in doubt as to their meaning, the bidder should at once notify the Fort Worth Water Department Engineering Services, in order that a written addendum may be sent to all bidders. Any .. addenda issued will be mailed or be delivered to each prospective bidder. The bid proposal as submitted by the bidder must be so constructed as to include any addenda issued by the Fort Worth Water Department, prior to 24 hours of the opening of bids with appropriate recognition of addenda so noted in the bid proposal. D-104 OSHA STANDARDS: ow All work performed under this contract shall meet the requirements of the Occupational Safety and Health Administration (OSHA),It is the responsibility of the Contractor to become familiar with the provisions of the regulations published by the OSHA in the Federal Register and to perform all the responsibilities thereunder. It is the Contractor's responsibility to see that the project is constructed in accordance with OSHA regulations and to indemnify and save harmless the City from any penalties resulting from the Contractor's failure to so perform. D-105 PROJECT SUPERINTENDENTS: The Contractor shall keep a competent resident superintendent at the project site at all times during the progress of the work. A resume listing the qualifications and experience record of the proposed resident superintendent, as well as references from similar projects shall be submitted to the Owner prior to award of contract. This resident superintendent, if found to be acceptable, shall not be replaced without written notice to and consent from the Owner except under extraordinary circumstances, Qualifications of a proposed replacement shall be submitted when a request is made for replacement of the D-15 .w superintendent and shall be approved by the Owner prior to withdrawing the superintendent. During the construction of the project, the resident superintendent shall demonstrate an ability to properly execute the work outlined in the contract documents in a timely manner and shall consistently produce work of an acceptable quality and in accordance with the contract documents. If the Owner shall have a reasonable objection to the performance of the resident superintendent, the Contractor shall replace the resident superintendent upon written notice from the Owner. The resident superintendent is to be replaced with a superintendent acceptable to the Owner. No extension of time will be allowed for delays caused by the replacement of a resident representative. D-106 RESIDENT ENGINEER: The General Conditions, Section C1-1.19 ENGINEER, define various persons who may be designated as the Engineer. For the prosecution of this contract, the Term Engineer _ shall mean the Resident Engineer as designated by the Director of the Fort Worth Water Department together with members of the staff of the Engineer who are assigned to the Project. Any contacts the contractor may wish to make with any City personnel, including the Water Production Supervisor, members of the plant operating staff, members of the City Administration, or Consulting Engineers, shall be arranged through the Engineer. The Contractor shall not act upon requests or instructions he may receive from any City .. personnel or Consulting Engineers nor shall he give instructions or directions to such persons without the approval or consent of the Engineer. • D-107 PROGRESS PHOTOGRAPHS: The Contractor shall take photographs of the project site prior to construction, monthly during construction of the project and after completion of the project. Photographs may be taken with a quality 35mm or better camera, equipped to photograph either interior or exterior exposures, with lenses ranging from wide angle to 135mm. Photographs shall be taken at locations as designated by the Engineer. • Contractor shall video tape all roads and work areas to be affected prior to starting construction and furnish a copy of the video tape to the Engineer. Two glossy color 3" x 5" prints and the negative shall be provided for each photograph _ taken. Each print shall be marked on the reserve side to indicate project name, date and time, location, direction of exposure, and description of what is being photographed. Prints shall be clear and sharp with proper exposure. If prints of adequate quality are not produced from exposures, additional photographs shall be taken. D-108 TERMINATION: .. It is understood and agreed that this contract may be terminated by the City without obligation to the Contractor, in whole or from time to time in part, whenever such termination is determined by the City to be in the best interests of the City. Termination —, may be effected by delivering to the Contractor or his designated representative a notice of termination, specifying to what extent performance of the work under the contract is r D-16 being terminated and the effective date of termination. After receipt of notice of termination Contractor shall: 1. Stop work specified in the notice on the date and to the extent specified in the notice of termination. 2. Place no further order or subcontract except as necessary to complete work already underway. 3. Terminate all orders and contracts to the extent that they relate to the performance of the work terminated by the Notice of Termination. D-109. HAZARDOUS AND TOXIC MATERIALS: '~ Insofar as permitted by law, the Owner shall indemnify and hold harmless the Contractor from and against any and all liabilities, losses, cost, damages and expenses, arising out of use of the materials at the Owners site which are not under the direct control of the Contractor, including, but not limited to, any and all liability resulting from personal injury, including death, property liability, at any time, however caused, due to the presence or release of, or exposure, whether to the person of property injured or otherwise, whether to the person of property injured or otherwise, to any hazardous or toxic substance, provided, however, that the City liability shall be limited to that .. established in Article 6252-19, Texas Revised Code and other applicable State statutes and Constitutional provisions. D-110. SPOIL AND FILL MATERIAL: Prior to disposing on any spoil/fill material, the contractor shall advise the Director of Transportation and Public Works, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the .. contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating the site is not in a known flood plain of by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary engineering studies, shall be at the contractor's expense. In the event the contractor disposes of spoil/fill material at a site without a fill permit or a letter from the Administrator approving the disposal site, upon notification by the Director of Transportation and Public Works, the contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. D-17 10 D-111 AGE: In accordance with the policy "(Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it nor any of its officers, members, agents, employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. r Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or r subcontractor against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. r D-112 DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA's provisions and any other applicable federal, state and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractor's alleged failure to comply with the above -referenced law concerning disability discrimination in the performance of r this agreement. D-113 INDEMNIFICATION: To clarify Section C6-6.12 of the General Conditions of the Contract, it is the intent of the Owner that the Contractor indemnify, hold harmless and defend the Owner, and the Owner's officers, agents, servants, and employees from and against any and all claims as listed herein, even though causes by the Owner's sole negligence. With respect to the last sentence of the first paragraph of Section C6-6.12, it is the Owner`s intent that the language be site specific to the general area where the work to be performed under the Contract is being performed. It is not the Owner's intent that the .. Contractor be required to indemnify the Owner for damages to property other than that D-18 %M caused to property located in close proximity to this project, unless such damage is .. caused wholly or in part by the Contractor's negligence. un D-114 CONSTRUCTION ADMINISTRATION A. CONTRACTOR MODIFICATION REQUEST (CMR)/PROPOSED CONTRACT MODIFICATION (PCM): no Any Change in the Contract Documents will be initiated either by the Contractor issuing a Contractor's Modification request (CMR) or by the Owner issuing a Proposed Contract Modification (PCM) on forms provided by the Owner. Proposals will be reviewed by the Owner and if found acceptable, will be incorporated in a Change Order or a Field Order in accordance with Section C4-4 of the Contract Documents. The Contractor's Modification request (CMR) shall fully identify and describe the _ deviations and associated costs, time factors and impacts, and state the reason the change is requested. Any savings in costs related to the substitution/replacement or change is to be stated in the request for consideration. Cost of the Engineer's evaluation of any substitution or deviation requested by the Contractor shall be charged to the Contractor by the Owner. B.PROJECT INFORMATION REQUEST When necessary, the Contractor shall request additional information, clarification or interpretation of the contract documents or when the Contractor believes there is a conflict between the contract drawings and specification, the Contractor shall identify the conflict and/or request clarification/additional information using the Project Information Request (PIR) form provided by the Owner. Sufficient information shall be attached to permit a written response without further information. The Owner will log each request and will review the request. If review of the Project information request (PIR) indicates that a change to the contract documents is required, the Owner will issue either a Field Order (FO) or Proposed Contract Modification (PCM). C. RECORD DRAWINGS The Contractor shall keep on record at the site a copy of all Contract Specifications, Plans, Addenda, modifications, record and shop drawings and samples, in good r condition and annotated in erasable red pencil to show all changes made during the construction process. These shall be delivered to the Engineer upon completion of the work and before final payment is made. w The Contractor shall retain for record purposes only, all designs and plans prepared for construction which are prepared and sealed by a State of Texas Registered •• Professional Engineer. Said design and plans shall include, but not be limited to, paving, buildings, mechanical and electrical systems, and foundation, etc. D-19 TECHNICAL SPECIFICATIONS W Repainting and Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs and Renovation for Eastwood 1.5 MG Elevated Storage Facility, and Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility TABLE OF CONTENTS DIVISION 1 - GENERAL REQUIREMENTS 01010 Summary of work................................................................................................................................ 01010 - 1 - 2 01011 Prevailing Wage Rate........................................................................................................................... 01011 - 1 - 1 01070 Abbreviations....................................................................................................................................... 01070 - 1 - 5 01150 Measurement and Payment................................................................................................................... 01150 - 1 - 1 01300 Submittals.............................................................................................................................................01300 - 1 - 6 Sample........................................................................................................................................... Sample - 1 - 1 01310 Construction Schedule.......................................................................................................................... 01310 - 1 - 1 01360 Quality Control..................................................................................................................................... 01360 - 1 - 2 01370 Schedule of Vahtes............................................................................................................................... 01370 - 1 - 2 Sample..........................................................................................................................................Sample - A - D 01420 Inspection Services............................................................................................................................... 01420 - 1 - 1 01700 Contract Close-Out............................................................................................................................... 01700 - 1 - 1 01710 Cleaning and Adjusting........................................................................................................................ 01710 - 1 - 2 DIVISION 2 — SITE WORK 02100 Site Preparation & Cleaning................................................................................................................ 02100 - 1 - 1 DIVISION3 — CONCRETE.....................................................................................................................................Not Used DIVISION4 — MASONRY.......................................................................................................................................Not Used DIVISION 5 — METALS 05500 Metal Fabrications............................................................................................................................... 05500 - 1 - 7 05515 Ladders.................................................................................................................................................05515 - 1 - 3 05520 Handrails & Railings............................................................................................................................ 05520 - 1 - 2 DIVISION 6 - WOOD AND PLASTICS.................................................................................................................Not Used DIVISION 7 - THERMAL AND MOISTURE PROTECTION............................................................................Not Used DIVISION8 - DOORS AND WINDOWS...............................................................................................................Not Used DIVISION 9 - FINISHES 09900 Painting................................................................................................................................................ 09900 - 1 - 9 DIVISION10 - SPECIALTIES................................................................................................................................Not Used DIVISION 11- EQUIPMENT 11550 Fall Prevention System.........................................................................................................................11550 - 1 - 2 DIVISION12 - FURNISHINGS.............................................................................................................................. Not Used DIVISION 13 - SPECIAL CONSTRUCTION........................................................................................................Not Used DIVISION14 - CONVEYING SYSTEMS..............................................................................................................Not Used Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas TOC - 1 Project No. P265-606180130580 August 2009 r M �s Repainting and Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs and Renovation for Eastwood 1.5 MG Elevated Storage Facility, and Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility TABLE OF CONTENTS DIVISION 15 —MECHANICAL .............................................................................................................................Not Used DIVISION 16 - ELECTRICAL................................................................................................................................Not Used PerformanceBond........:....................................................................................................................................................... F PaymentBond...................................................................................................................................................................... F MaintenanceBond................................................................................................................................................................ F Certificateof Insurance........................................................................................................................................................ F Contractor Compliance With Worker's Compensation Law................................................................................................F PartG - Contmct........................................................................................................................................................ ..... G Appendix Armstrong Lab Report Number: A9-3796A-001 A Project Sign PLANSHEETS.................................................................................................................................................... Cover - 14 END OF CONTENTS Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas TOC - 2 Project No. P265-606180130580 August 2009 SECTION 01010 SUMMARY OF WORK ow PART 1- GENERAL 1.01 SCOPE A. This Section describes the project in general and provides an overview of the extent of the work to be performed. Detailed requirements and extent of work are stated in the applicable Specification sections and/or shown on the Drawings. The Contractor shall, except as otherwise specifically stated herein or in any applicable parts of these Contract Documents, provide and pay for all labor, materials, equipment, tools, construction equipment, and other facilities and services necessary for proper execution, testing, and completion of the work. B. Any part or item of the work which is reasonably implied or normally required to make each installation satisfactorily and completely operable shall be performed by the Contractor and the expense thereof included in the applicable lump sum price bid for this project. All miscellaneous appurtenances and other items of work that are incidental to meeting the intent of the plans and these Specifications, are considered to be included in the applicable lump sum price bid for this project, even though these appurtenances and items may not be specifically called for in the Specifications or shown on the Drawings. 1.02 DESCRIPTION OF PROJECT A. The project consists of repainting the interior and exterior of one 9.2 MG Ground Storage Tank. The facility is located at 4328 Altamesa Blvd. Fort Worth, Texas, 76133. The project also includes structural repairs to the 1.5 MG Eastwood Elevated Storage Tank. This facility is located at 4256 Strong Ave., Fort Worth Texas, 76105. The project also includes structural modifications, cleaning, and touchup painting to the Como 6.0 MG Ground Storage Tank. This facility is located at 5870 Blackmore Avenue, Fort Worth Texas. The Contractor shall provide all labor, equipment, materials professional services, and incidentals required to: 1. Repaint the interior and exterior of the 9.2 MG Ground Storage Tank. 2. Replace the wet area ladder and antifall device, modify the top landing by extending the hand rails to encompass a larger area, install a second hatch add a handrail, perform patching and plating of any rusted areas as allotted in the bid schedule, remove and replace unsound structural members as directed by the Engineer, replace the upper sections of the center columns, and install new vandal resistant roof vent. 3. Decommission the existing cathodic protection systems by removing all components and permanently sealing the existing porthole covers. 4. Modify the overflow/drain line and install a overflow box with an air gap. 5. Replace all spider rods and upper level platform at the Eastwood EST. 6. Repaint all affected areas on the tank interior. 7. Pressure wash the exterior of the Como GST. 8. Seam weld the cornice to shell connection and provide for weep holes in hidden locations. 9. Touchup paint all areas of the tank interior and exterior affected by welding. 1.03 STANDARD SPECIFICATIONS All work shall conform to City of Fort Worth General Contract Documents and General Specifications, except as specified herein. 1.04 WORK SEQUENCE The Contractor is required to determine his own method of construction and detailed work sequence, within the general terms and constraints of the contract, and the specific requirements of Section 01311. The Contractor's sequence and methods must insure that the overall project is completed within the allotted time, observe all constraints, safety, and health related guidelines. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01010 - 1 Project No. P265-606180130580 August 2009 1.05 DURATION A. 150 Calendar days from Notice to Proceed are allotted for substantial completion of this project. B. A calendar day is defined as any day of the week or month, no days being excepted. 1.06 PROTECTION OF ADJACENT PROPERTY A. All bidders shall visit the site and note the buildings, structures, waterways, landscaping, streets, sidewalks, driveways and other facilities near the work areas that may be damaged by construction. The Contractor shall make adequate provisions to fully protect the surrounding area. The Contractor shall be held fully responsible for all damage resulting from its operations. B. The Contractor shall clean daily all trash, waste material, rubbish and debris resulting from his or/her operations. The Contractor shall place containers at the site for the collection of waste material. The site shall be cleaned to the satisfaction of the Owner. 1.07 WATER DISTRIBUTION SYSTEM SHUTDOWNS — NOT USED 1.08 IDENTIFICATION OF PROBLEM AREAS Identification of problem areas shall be a joint effort of the Owner and the Contractor. 1.09 SURVEYING — NOT USED 1.10 BUILDING PERMITS AND INSPECTIONS All work in this contract is subject to the permitting and inspection process of the City of Fort Worth. All construction shall comply with the applicable Building, Plumbing and Electrical Codes. The Contractor must obtain all required permits. 1.11 CONTRACTOR'S RESPONSIBILITIES A. Execute all work as described on the Drawings and in these Specifications. B. Arrange for the necessary equipment and materials required for construction and testing. C. Provide adequate temporary sanitary facilities. The Contractor and his subcontractors will not be allowed to use any facilities at the job site. D. Furnish, install, maintain, and remove all temporary service facilities for construction purposes. E. Provide and maintain fire fighting equipment in working order during the entire construction period. F. Provide and maintain all required safety and testing equipment during the construction period. The Contractor shall also establish a safety plan and procedure in the case of an emergency. G. The project site is to remain locked at all times when the contractor is not entering or exiting. Provide the Owner with copies of photo ID's for all employees permitted to work on this project. H. The contractor shall make all arrangements for temporary power required for construction. 1.12 ELECTRICAL EQUIPMENT All electrical equipment supplied in this contract shall be listed by Underwriter's Laboratory (UL) or Canadian Standards Association (CSA), provided UL or CSA offers such a listing as determined by UL and CSA. END OF SECTION Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 ., Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01010 - 2 t . SECTION 01011 WAGE RATE FOR CITY OF FORT WORTH, TARRANT COUNTY, TEXAS July 2008 WAGE RATES All bidders will be required to the attached Prevailing Wage Rates. This applies to 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 the 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. A worker employed on a public work by or on behalf of the City 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 - END OF SECTION Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01011 - 1 Project No. P265-606180130580 August 2009 2008 PREVAILING WAGE RATES CONSTRUCTION INDUSTRY ♦ t �� AC Mechanic $21.69 Plumber $20.43 AC Mechanic Helper $12.00 Plumber Helper $14.90 IAcoustical Ceiling Mechanic $15.24 Reinforcing Steel Setter $10.00 Bricklayer/Stone Mason $19.12 Roofer $14.00 Briddayer/Stone Mason Helper $10.10 Roofer Helper $10.00 Carpenter $16.23 Sheet Metal Worker $16.% Carpenter Helper $11.91 Sheet Metal Worker Helper $12.31 Concrete Finisher $13.49 Sprinkler System Installer S18.00 Concrete Form Builder $13.12 Sprinkler System Installer Helper $9.00 Drywall Mechanic $14.62, Steel Worker Structural 517.43 4 Drywall Helper $10.91 Concrete Pump $20.50 Crane, Clamsheet, Backhoe, Derrick, D'Lne Drywall Taper $13.00 Shovel $17.76 Drywall Taper Helper I $9.00 Forklift $12.63 Electrician (Journeyman) I $20.20 Front End Loader $10.50 Electrician Helper $14.43 Truck Driver $14.91 Electronic Technician $19.86 Welder $16.06 Electronic Technician Helper $12.00 Welder Helper $9.75 Floor Layer (Resilient) I` I $20.00 Floor Layer Helper $13.00 Glazier $16.00 Glazier Helper $13.00 Insulator $14.78 Insulator Helper $11.25 Laborer Common $10.27 Laborer Skilled $13.18 Lather I $16.10 Painter $14.83 Painter Helper $8.00 Pipefitter $18.85 Pipefitter Helper I $12.83 Plasterer $17.25 ` Plasterer Helper I $12.25 HEAVY & HIGHWAY CONSTRUCTION PREVAILING WAGE RATES 2008 Air Tool Operator $10.06 Asphalt Distributor Operator $13.99 { Asphalt Paving Machine Operator $12.78 I Asphalt Raker $11.01 .. { Asphalt Shoveler I $ 8.80 Batching Plant Weigher $14.15 I Broom or Sweeper Operator $ 9.88 I I Bulldozer Operator $1322 Carpenter $12.80 Concrete Finisher, Paving $12.85 Concrete Finisher, Structures { $13.27 -. Concrete Paving Curbing Machine Operator $12.00 Concrete Paving Finishing Machine Operator $13.63 Concrete Paving Joint Sealer Operator $12.50 Concrete paving Saw Operator $13.56 Concrete Paving Spreader Operator $14.50 Concrete Rubber I $10.61 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator { $14.12 Electrician I $18.12 Flagger I $ 8.43 Form Builder/Setter, Structures { $11.63 Form Setter, Paving & Curb $11.83 Foundation Drill Operator, Crawler Mounted $13.67 Foundation Drill Operator, Truck Mounted I $16.30 Front End Loader Operator $12.62 Laborer, Common $ 9.18 Laborer, Utility $10.65 Mechanic $16.97 Milling Machine Operator, Fine Grade $11.83 Mixer Operator { $11.58 Motor Grader Operator, Fine Grade { $15.20 Motor Grader Operator, Rough $14.50 { Oiler $14.98 Painter, Structures $13.17 Pavement Marling Machine Operator { $10.04 Pilpelayer { $11.04 Reinforcing Steel Setter, Paving I $14.86 1 Reinforcing Steel Setter, Structure 1 $16.29 { Roller Operator, Pneumatic, Self -Propelled { $11.07 { Roller Operator, Steel Wheel, Flat Wheel/Tamping I $10.92 f ' Roller Operator, Steel Wheel, Plant Mix Pavement ' $11.28 Scraper Operator $11.42 Servicer $12.32 { Slip Form Machine Operator $12.33 Spreader Box Operator $10.92 Tractor Operator, Crawler Type $12.60 Tractor Operator, Pneumatic $12.91 Traveling Mixer Operator 1 $12.03 Truck Driver, Lowboy -Float $14.93 Track Driver, Single Axle, Heavy $11.47 Truck Driver, Singjp Axle, Lipt $10.91 Truck Driver, Tandem Axle, Semi -Trailer $11.75 Truck Driver, Transit -Mix $12.08 Wagon Drill, Boring Machine, Post Hole Driller Operator 1 $14.00 Welder { $13.57 Work zone Barricade Servicer { $10.09 so SECTION 01070 ABBREVIATIONS PART 1- GENERAL The following abbreviations supplement the NCTCOG Standard Specifications. APPURT APPURTENANCE B/F V BUTTERFLY VALVE C&G CURB & GUTTER CHK V CHECK VALVE CIRCUM CIRCUMFERENCE CL CENTERLINE OR CLASS CMC CEMENT MORTAR COATING CML CEMENT MORTAR LINING CONC CONCRETE CPLG COUPLING CTE COAL TAR ENAMEL DET DETAIL DIAPH DIAPHRAGM DISCH DISCHARGE EX OR EXIST EXISTING FLEX FLEXIBLE FLG FLANGE GV GATE VALVE HYD HYDRAULIC MOT MOTOR NB&G NUTS, BOLTS AND GASKET NCTCOG NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS OPER OPERATOR PS PUMP STATION RED REDUCER REPL REPLACE RESTR RESTRAINT SPC SPECIAL SPECS SPECIFICATIONS STL STEEL SUCT SUCTION TYP TYPICAL V VALVE W/ WITH ARCHITECTURAL ABBREVIATIONS L DIAMETER # NUMBER/POUND .r & AND @ AT A.B. ANCHOR BOLT A.F.F. ABOVE FINISH FLOOR ALUM. ALUMINUM ANG. (❑) ANGLE ARCH. ARCHITECTURAL B.U. ROOF BUILT-UP ROOF BD. BOARD BLDG. BUILDING Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage MW Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01070 - 1 Project No. P265-606180130580 August 2009 aw SECTION - 01070 ABBREVIATIONS BLK BLOCKING BM BEAM BOT. BOTTOM C.G. CORNER GUARD C.J. CONTROL JOINT C.M.U. CONCRETE MASONRY UNIT _ C.T. CERAMIC TILE CEM. CEMENT CLG. CEILING COL. COLUMN - CONC. CONCRETE COND. CONDITION CONST. CONSTRUCTION CONT. CONTINUOUS CONTR. CONTRACTOR CORR. CORRIDOR D.S. DOWN SPOUT DECOR DECORATIVE DIA. DIAMETER DN. DOWN _ DR. DOOR DRWGS. DRAWINGS DTL. DETAIL E.J. EXPANSION JOINT E.W. EACH WAY E.W.C. ELECTRIC WATER COOLER EA. EACH - EL. ELEVATION ELEC. ELECTRIC (AL) ELEV. ELEVATOR EQ. EQUAL EXIST. (EX.) EXISTING EXT. INTERIOR F.D. FLOOR DRAIN F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.H.C. FIRE HOSE CABINET FIN. FINISH _ FLASH. FLASHING FLR. FLOOR G.I. GALVANIZED IRON GA. GAUGE GALV. GALVANIZED GEN. GENERAL GYP.BD. GYPSUM BOARD H.M. HOLLOW METAL HARDBD. HARDBOARD HORIZ. HORIZONTAL ' HR. HOUR HT. HEIGHT I.D. INSIDE DIAMETER INSUL. INSULATION INT. INTERIOR Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01070 - 2 so .s rs SECTION - 01070 J.G. JAMB GUARD JT. JOINT JAN. JANITOR M.O. MASONRY OPENING M.R. MOISTURE RESISTANT MACH. MACHINE MAS. MASONRY MAX. MAXIMUM MECH. MECHANICAL MEP MECH/ELEC/PLUMB MFR. MANUFACTURER MIN. MINIMUM MTL. METAL N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. ON CENTER O.D. OUTSIDE DIAMETER/OVERFLOW DRAIN O.H. OVERHEAD OPNG. OPENING PL. PLATE PLAS.LAM. PLASTIC LAMINATE PLUMB PLUMBING PLYWD. PLYWOOD POL. POLISHED PRE-FAB. PRE -FABRICATED PTD. PAINTED R. RISER R.D. ROOF DRAIN R.O. ROUGH OPENING RAD., R. RADIUS RECPT RECEPTACLE REF: REFER TO REFRIG. REFRIGERATOR REINF. REINFORCING REQD. REQUIRED RM. ROOM S.S. STAINLESS STEEL SCHED. SCHEDULED SECT. SECTION SIM. SIMILAR SPEC. SPECIFICATION STD. STANDARD STL. STEEL STRUCT. STRUCTURAL T. TREAD T.C. TOP OF CURB T.O.S. TOP OF STEEL T.W. TOP OF WALL THK. THICK TOIL. TOILET TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.C.T. VINYL COMPOSITE TILE Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01070 - 3 ABBREVIATIONS Project No. P265-606180130580 August 2009 MW SECTION - 01070 V.W.C. VINYL WALL COVERING VERT. VERTICAL VEST. VESTIBULE W.F. WIDE FLANGE W.P. WATERPROOF(ING) W.W.M. WELDED WIRE MESH W/ WITH W/O WITHOUT WD. WOOD 1.02 ORGANIZATIONAL ABBREVIATIONS Abbreviations of organizations which may be referenced in these Specifications are: Or¢anizational Abbreviation Definition ABBREVIATIONS, ACS American Chemical Society ACI American Concrete Institute AGMA American Gear Manufacturer's Association API American Petroleum Institute AIChE American Institute of Chemical Engineers AISC American Institute of Steel Construction AISI American Iron and Steel Institute ANSI American National Standards Institute APHA American Public Health Association AREI American Railway Engineering Institute ASTM American Society for the Testing of Materials ASCE American Society of Civil Engineers ASME American Society of Mechanical Engineers ASHRAE American Society of Heating, Refrigeration and Air Conditioning AWI American Woodwork Institute AWWA American Water Works Association AWS American Welding Society DIPRA Ductile Iron Pipe Research Association CRSI Concrete Reinforcing Steel Institute EPA Environmental Protection Agency FM Factory Manual HEW Department of Health, Education and Welfare HUD Department of Housing and Urban Development IEEE Institute of Electrical and Electronic Engineers 1RI Institute of Risk Insurance ISA Instrument Society of America ISO Insurance Service Office JIC Joint Industrial Council MSS Manufacturer's Standardization Society of America NAAMM National Association of Architectural Metal Manufacturers NARUC National Association of Railway and Utilities Commissioners NBHA National Builders Hardware Association NCTCOG North Central Texas Council of Governments NEC National Electric Code NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NSF National Sanitation Foundation OSHA Occupational Safety and Health Act Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01070 - 4 am SECTION - 01070 ABBREVIATIONS PCI Precast Concrete Institute SDHPT Texas State Department of Highways and Public Transportation Commission SMACNA Sheet Metal and Air Conditioning National Association SSPC Steel Structures Painting Council TNRCC Texas Natural Resource Conservation Commission TPI Truss Plating Institute UL Underwriters Laboratory USGS United States Geological Survey USPHS United States Public Health Service WEF Water Environment Federation WWEMA Water and Wastewater Equipment Manufacturers Association WPCF Water Pollution Control Federation 1.03 ADDITIONAL ABBREVIATIONS Abbreviation Definition HOA Hand -Off -Auto SCADA Supervisory Control And Data Acquisition RTU Remote Thermal Unit BCD Binary Coded Decimal EEPROM Electrically Erasable Read Only Memory QUICS Name of a Company BCH Bose Chaudri Code BAUD Unit of Data Transmission Speed MODOM Modulator Demodulator Device AC Alternating Current DC Direct Current mA Milli Amp Hz Hertz/Cycles LED Light Emitting Diode RTD Remote Terminal Data UPS Uninterrupted Power Supply SIP Station Instrument Panel SCP Station Control Panel KVA Kilo -Volt Amp V Volts A Amperes MCC Motor Control Center RMS Root Mean Square NO Normally Open NC Normally Closed SPDT Single Pole Double Throw UV Ultra Violet 1.04 LEGEND Legends of symbols used are shown on the Drawings, and in general, use of symbols is confined to the Drawings. PART 2 -PRODUCTS NOT USED PART 3 - EXECUTION NOT USED END OF SECTION Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage WA Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01070 - 5 Project No. P265-606180130580 August 2009 SECTION 01150 MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.01 BID A. The bid is a part of these contract documents, and lists each item of work for which payment will be made. No payment will be made for any items other than those listed in the bid. B. Required items of work and incidentals necessary for the satisfactory completion of the project which are not specifically listed in the bid, shall be considered as incidental to the specified work required under this contract. Incidental costs, including Contractor's overhead costs and profit, shall be considered as included in the lump sum or unit prices bid for the various bid items. C. Work includes furnishing all parts, labor, professional services, equipment, tools and materials and performing all operations required to complete the work satisfactorily, in place, as specified and as indicated on the drawings. 1.02 MEASUREMENT AND PAYMENT A. Measurement of an item of work will be by the unit indicted in the bid schedule. B. Measurement will include all necessary and incidental related work not specified to be included in any other item of work listed in the bid schedule. Work includes all labor, professional services equipment, tools, materials and incidental costs to furnish, install, test and place into service all components required for a complete and operating system. C. Unless otherwise stated in individual sections of the specifications and/or in the bid schedule, no separate payment will be made for any item of work, materials, parts, equipment, supplies or related items required to perform and complete the requirements of any section. The costs for all such items required shall be included in the contract price bid for the item of which it is a part. D. Payment will be made at the contract price per unit indicated in the bid with total price of the contract being equal to the total bid, as specified and as modified by extending unit prices multiplied by quantities, as appropriate, to reflect actual work included in the project. Such price and payment shall constitute full compensation to the Contractor for furnishing all parts, labor, professional services, equipment, tools and materials and for performing all operations required to furnish to the Owner the entire project, complete in place as specified and as indicated on the drawings. PART 2- PRODUCTS - NOT APPLICABLE PART 3- EXECUTION - NOT APPLICABLE END OF SECTION Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01150-1 Project No. P265-606180130580 August 2009 SECTION 01300 SUBMITTALS PART 1 - GENERAL 1.01 NUMBER OF COPIES REQUIRED A. For all data, which requires review, the Contractor shall submit the required number of copies. The minimum number of copies required for review and distribution is: Owner/Engineer File 4 Contractor File 1 Contractor Field Copy 1 Supplier Copy 1 Total (minimum) Up to one additional copy may be added to the above as required by the Owner's Engineer. B. For non -review items such as parts lists and operation or maintenance manuals, the number of copies required for distribution is: Owner/Engineer 2 Operating Division File 4 Contractor File 1 Total Copies 7 1.02 ROUTING OF SUBMITTALS A. Data to be reviewed and routine correspondence will be routed as follows, according to type of submittal. 1. Shop Drawings, Product Data and Samples. a. Supplier to Contractor (through representative if applicable) for preliminary check. b. Contractor to Owner's Engineer. 2. Owner's Engineer to Contractor. 3. Contractor to supplier. 1.03 ADDRESSES FOR COMMUNICATIONS A. Owner City of Fort Worth Seiavash Mir Project Manager 1000 Throckmorton St. Fort Worth, Texas 76102 Phone: (817) 392-8404 Fax: (817) 392-8410 Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01300 - 1 Project No. P265-606180130580 August 2009 No SECTION - 01300 B. Consulting Engineer (Engineer) Deltatek Engineering Bahrain Niknam, P.E. 14114 Dallas Parkway, Suite 480 Dallas, Texas 75254 Phone: (469) 374-9800 Fax: (469) 374-9801 email: bn@deltatekeng.com 1.04 SUBMITTAL REQUIREMENTS A. Submit shop drawings, product data and samples required by the contract documents. SUBMITTALS B. Number the submittals consecutively within a section. For example, the first submittal in section 09345 would be numbered 09345-1. For re -submittals, use the suffix letters A for second submittal, B for the third, etc. C. Designate in the construction schedule or in a separate coordinated schedule, the dates for submission and the dates that reviewed shop drawings, product data and samples will be needed. D. Shop drawings, product data and samples are not considered a part of contract documents. E. The use of reproductions of the contract plans by any contractor, subcontractor, erector, fabricator or material supplier in lieu of preparation of shop drawings will be permitted except for Structural drawings. However, it will signify his acceptance of all information shown on the document as correct and obligates himself to any job expense, real or implied, arising due to any errors that may occur thereon. In addition, all references to Deltatek Engineering, City of Fort Worth or a Consultant, including all Engineer's or architect's seals are to be removed if these contract drawings are to be used as shop drawings. 1.05 DATA REQUIRED A. Furnish engineering data covering all materials and equipment in this contract. The data should be prepared and transmitted promptly following execution of the general contract. B. All data needed to determine the following facts shall be submitted. 1. Conformance to specifications, including: kind, type, size, arrangement, finishes and operation of component materials and devices. 2. Conformance to plans, including dimensions, orientation, appearance, external connections and anchorages and installation clearances. 3. Specific purpose or design conditions and adequacy to meet same: weights, dynamic loads, supports required and operating characteristics. 4. Coordination with other work, including items needed by this trade but furnished by others and information needed by others to perform their part. 5. In all cases, the Contractor shall clearly mark on the front of the submittal the section of the specifications or item that is being referred to. C. The manufacturer shall furnish the Owner complete and accurate drawings as required. D. Furnish all items specifically asked for, within the individual sections, of these specifications. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01300 - 2 no M0 we -00 SECTION - 01300 1.06 SHOP DRAWINGS A. Preparation by a qualified detailer is required. SUBMITTALS B. Where necessary for clarity, identify details by reference to sheet and detail numbers as shown on the contract drawings. C. Include on the drawing all information required for submission or submit a transmittal letter containing required information. D. Furnish all items specifically asked for, within the individual sections, of these specifications. 1.07 PRODUCT DATA A. Modify the manufacturer's standard schematic drawings to delete or supplement information as applicable. B. For manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other descriptive data: 1. Clearly mark each copy to identify pertinent materials, products or models. 2. Show dimensions and clearances required. 3. Show wiring diagrams and controls. C. Include on the data all information required for submission or submit a transmittal letter containing required information. 1.08 SUBMISSION REQUIREMENTS A. Accompany submittals with a transmittal letter. (Sample transmittal letter at the end of this section) B. Include the following information for each submittal. 1. Date and revision dates. 2. Project title and City of Fort Worth. 3. The names of. a. Owner's Engineer b. Contractor C. Subcontractor d. Supplier e. Manufacturer 4. Identification of product or material. 5. Relation to adjacent structure or materials. 6. Field dimensions clearly identified as such. 7. Specification section number. 8. Applicable standards such as ASTM number or Federal Specification. 9. Identification of any and all deviations from contract documents. 10. Contractor's stamp, in green color, initialed or signed, certifying review of submittal, verification of field measurements and compliance with contract documents. 1.09 OWNER'S DUTIES A. Review submittals within fourteen calendar days after receipt. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01300 - 3 Project No. P265-606180130580 August 2009 .r SECTION - 01300 SUBMITTALS B. Affix stamp and initials or signature. The submittal will be marked in the following manner. 1. Approved. This means that the Owner takes no exception to the submittal as it is and that the Contractor may proceed with its installation within the constraints of the contract. 2. Approved as Noted. This means that the Owner takes no exception to the submittal as it is except for those items which have been noted. The Contractor may proceed with its installation, as noted and within the constraints of the contract. 3. Revise and Re -submit. This means that the Owner takes exception to the submittal as it is and has noted such. The Contractor must address the Owner's notes and re -submit. 4. Not Approved. This means that the submittal does not comply with the plans and specifications. 5. For Record Only. This means the submitted item does not require approval. Example: MSDS product sheets. C. Return submittals to the Contractor for distribution. 1.10 RE -SUBMISSION REQUIREMENTS A. Incomplete or incorrect submittals 1. Submittals lacking proper transmittal cover, with inadequate or illegible copies, hand drawn details or schedules, will not be reviewed. Contractor may pick these up at the Engineers office or provide additional data prior to review. 2. Submittals reviewed and marked Revise and Resubmit, or Not Approved will be returned to the contractor via US Mail. 3. Re -submittals necessitated by reasons 1 or 2 above will require reimbursement by the contractor to the Engineer at the rate of $200.00 per hour with a minimum of two hours review time charged. B. Shop Drawings 1. Revise initial drawings as required and re -submit as specified for initial submittal. 2. Indicate on drawings any changes, which have been made, include those requested by the Owner or Consultant. 1.11 SUBSTITUTIONS A. When a particular Product Trade Name, Make, or Brand, is specified within these specifications, or shown/called out on the drawings, it shall be considered, as the minimum quality standards required for that particular item. B. All Manufacturers' literature, technical specifications, quality control and testing measures, construction methods, materials, configuration, industry certifications, ratings and approvals etc., for a product specified by Product Trade Name, Make or Brand, (i.e. TNEMEC), shall be considered as part these specification whether actually shown herein or not. C. In order to achieve competitive and accurate bids, all Bidders shall base their proposals on the actual items (Product Trade Name, Make or Brand), listed in these specifications. Bidders will not be allowed to submit substitutions (Prospective approved equals), or base their proposals on substitutions when submitting their bids. D. After a contract has been awarded by the City, to the low bidder (Contractor), the Contractor shall submit to the Engineer as per section 01300, within ten (10) workings days after signing the contract, the following information for all proposed product or material substitutions. 1. A written explanation on why the proposed substitution is equal to or superior to the product specified. 2. A copy of the Manufactures' literature, technical specifications and factory samples of both the specified product and the substitution, with all differences in the two products highlighted. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01300 - 4 MW SECTION - 01300 SUBMITTALS The actual benefit the City will receive by using the proposed substitution, including any cost reduction from the original Contract price. Three (3) job references within fifty (50) miles of the City limits available for inspection, where the proposed substitutes were used under similar conditions. E. All substitutions must be approved in writing by the Engineer (approved equal), prior to their use in any manner on this project. The Contractor shall submit to the Engineer any and all additional information, samples references, etc. as requested by the Engineer for a proposed substitution. F. If the proposed substitution(s) are not approved by the Engineer, the Contractor shall proceed with the work utilizing the original products, materials, etc. specified herein, WHICH THE CONTRACT PRICE IS BASED UPON. The Engineers decision on all submittals shall be final, and is not subject to debate, appeal, arbitration, or the basis for a contractual dispute or claim filed by the Contractor 1.12 SAMPLES A. Furnish samples of the various materials, together with the finish thereon, as specified for and intended to be used on or in the work Send samples to the office of the Owners Representative, carriage pre -paid. B. Submit samples before purchasing, fabricating, applying, or installing such materials and finishes. C. Submit samples, other than field samples in duplicate. A cover letter shall accompany the sample and shall list all items being transmitted, designating their particular usage and location in the project. Distribute samples marked "Re -submittal Not Required" as follows: one record sample for the Owners Representative; on record sample for the Contractor. D. Samples shall be submitted and re -submitted until acceptable. Materials, finishes and workmanship in the completed project shall be equal in every respect to that of the samples so submitted and accepted. E. Samples shall include materials, fixtures, equipment, surface textures, colors, etc., as required by drawings and specifications or as requested by the Owners Representative. F. Identify sample as to product, color, manufacturer, trade name, lot, style, model, etc., location of use and 40 contract document reference as well as the names of the Contractor, supplier, project and Owners Representative. G. Samples shall be 8" x 10" in size and shall be limited in thickness to a minimum consistent with sample ow presentation. In lieu thereof, submit the actual full-size item. H. Samples of value may be returned to the Contractor for use in the project after review, analysis, comparison, and/or testing as may be required by the Owner's Representative. i I. Furnish one 8" x 10" sample of the finally reviewed materials, colors or textures to the Owners Representative for final record. Such material samples shall carry on the back all identification as previously described including, if paint sample, manufacturer, mix, proportion, name of color, building, Contractor, subcontractor and surfaces to which applied. 1.13 CONTRACTOR'S JOB SITE DRAWINGS A. Keep all required shop drawings, product data and samples for the following work in one place. Suitably organize and index 8-2 " x 11 ", 11" x 17" and other compatibly sized material in a 3-ring binder. Larger shop drawings may be kept together rolled or folded. Include an index. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01300 - 5 4W SECTION - 01300 SUBMITTALS B. Provide and maintain on the job site one complete set of prints of all drawings which form a part of the contract. Immediately after each portion of the work is installed, indicate all deviations from the original design shown on the drawings either by additional sketches or with red ink thereon. Upon completion of the job, deliver this record set to the Owner's Representative. END OF SECTION .w W .. am Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01300 - 6 sm M. SUBMITTAL TRANSMITTAL COVER SHEET Submittal No.: Date: Project Title: Project No.. Consulting Engineer: Name/Address Contractor: Name/Address Subcontractor: Name/Address Contents of Submittal: City of DELTATEK ENGINEERING 14114 Dallas Parkway, Suite 480 Dallas Texas 75254 The referenced submittal has been reviewed for compliance with the Engineers Plans and Specifications. SECTION 01310 CONSTRUCTION SCHEDULE PART 1 - GENERAL 1.01 SCOPE The Contractor shall develop and submit to the Owner a construction schedule, which displays the sequence and duration of each of the activities necessary to complete the contract. 1.02 FORMAT The schedule shall be prepared and updated on Microsoft Project 2002 or newer format scheduling software. 1.03 RELATED WORK INCLUDED SECTION - 01300: Submittals PART 2 - PRODUCTS NOT USED PART 3 -EXECUTION 3.01 PREPARATION AND SUBMISSION A. Within ten calendar days following the notice to proceed, the Contractor shall submit to the Owner the draft construction schedule including its computer diskettes, per Section 01300. 1. This schedule shall include all of the work required by the plans and specifications. 2. No individual schedule item may last more than five working days. If a construction activity will last more than five working days, this activity shall be divided into two or more tasks. B. The draft construction schedule will be reviewed by the Owner per Section 01300. 1. If the draft schedule is not acceptable to the Owner, the Contractor shall submit as many further draft schedules per 3.01A as required to receive Owner acceptance. 2. If the draft schedule is acceptable to the Owner, the Contractor shall send ten copies to the Owner for its use. C. Schedule shall include system shutdowns as proposed by Contractor. System shut downs shall be coordinated with the Distribution Division to minimize customer disruption. 3.02 SCHEDULE UPDATES A schedule update shall be included with each payment request. Each update shall be per 3.01A. END OF SECTION Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01310 - 1 Project No. P265-606180130580 August 2009 W so SECTION 01360 QUALITY CONTROL PART 1 - GENERAL 1.01 SCOPE The contractor is responsible for quality control throughout the construction project. 1.02 RECORDS Throughout construction, daily records shall be maintained of all aspects of the work and all tests performed. All tests performed shall be numbered. One copy of these shall be maintained at the job site and submitted to the Engineer at the closeout of the project. 1.03 SCHEDULE A specific plan and checklist shall be made between the Contractor and the Engineer for observation and inspection to assure that all facility requirements have been met. 1.04 RECORD AVAILABILITY All records of the work and all tests performed shall be available at the job site for the Engineer's use at any time. 1.05 QUALIFICATION BIDDERS Contractor shall have a minimum of five (5) years experience on similar projects. Provide regional references constructed in a satisfactory manner for a minimum of three (3) different projects of equal or greater magnitude completed in the last five (5) years. Include name and address of project, size of project in value (painting) and contact person. Brokered labor shall not be acceptable. Applicators must be employees and on the payroll of the awarded Contractor. All operations shall be under the control of the Contractor, or the Contractor's General Superintendent. The General Superintendent shall be experienced in all aspects of the project. Contractor shall have a good record of paying bills to suppliers and subcontractors on time without delays. 1.06 PROPERTY DAMAGE In an event that contractor damages any property by sandblasting, paint overspray, sand or dust on cars, houses, buildings, boats, yards, roofs, walls, windows, and other property, contractor shall act promptly to quickly respond by cleaning these properties no later than seven (7) calendar days. In case that contractor did not respond within seven (7) calendar days, the claimants will be instructed to obtain damage estimates and submit to the Engineer. Upon receipt of these estimates, Engineer will deduct the amount of estimate from contractor's contract price. Contractor shall be responsible to satisfy claimants. 1.07 PROJECT SUPERINTENDENTS The Contractor shall keep a competent resident superintendent at the project site at all times during the progress of the work. A resume listing the qualifications and experience record of the proposed resident superintendent, as well as references from similar projects shall be submitted to the Owner prior to award of contract. This resident superintendent, if found to be acceptable, shall not be replaced without written notice to and consent from the Owner except under extraordinary circumstances, Qualifications of a proposed replacement shall be submitted when a request is made for replacement of the superintendent and shall be approved by the Owner prior to withdrawing the superintendent. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01360 -1 no SECTION - 01360 OUALTTY CONTROL �+ During the construction of the project, the resident superintendent shall demonstrate an ability to properly execute the work outlined in the contract documents in a timely manner and shall consistently produce work of an acceptable quality and in accordance with the contract documents. If the Owner shall have a reasonable objection to the performance of the resident superintendent, the Contractor shall replace the resident superintendent upon written notice from the Owner. The resident superintendent is to be replaced with a superintendent acceptable to the Owner. No extension of time will be allowed for delays caused by the replacement of a resident representative. a PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED END OF SECTION Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01360 - 2 SECTION 01370 SCHEDULE OF VALUES PART 1 - GENERAL 1.01 SCOPE Contractor shall develop and submit to the Engineer for approval a schedule of values for the project. 1.02 RELATED SECTIONS SECTION -1300: Submittals PART 2 — PRODUCTS 2.01 Use format Payment Application (see attached sample form following this Section) for Schedule of Values and Payment Applications. Other forms containing all applicable information will be acceptable. PART 3 - EXECUTION 3.01 SUBMITTALS A. Within ten calendar days following the Notice -to -Proceed, the Contractor shall submit to the Engineer, in accordance with Section 01300, a tentative schedule of values - a breakdown of lump sum bids - which in turn shall be used to determine partial payment estimates and may be used to verify cost credits, change orders, etc. B. The tentative schedule of values will be reviewed by the Engineer to determine whether, in its judgment, the schedule of values is of sufficient detail and if the prices included are unbalanced or front-end loaded in an effort to inflate the prices of those items to be completed in the early stages of the work. C. The Engineer will provide the Contractor with its comments and may request additional information from the Contractor to justify certain quantities and prices. On the basis of the Engineer's comments, the Contractor shall revise and re -submit the tentative schedule for further review or approval. D. Once the tentative schedule is approved by the Engineer; it will become the schedule ofvalues to be used in determining partial payment estimates. Six copies of this schedule shall be submitted to the Engineer for distribution and use. E. No partial payment request, including the first, shall be approved until the schedule of values has been accepted by the Engineer. F. The final schedule of values must be submitted for acceptance at least ten (10) working days prior to the contractual cut-off date for the first payment application. 3.02 FURTHER SUBMITTALS Each partial payment requested by the Contractor shall include the accepted schedule of values, modified to indicate the total quantity and price of the work completed to the date of the request. After acceptance of the submittal, no modifications will be made to the schedule of values, except as required by approved change orders. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 00 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01370 - 1 SECTION - 01370 SCHEDULE OF VALUES .. 3.03 SUBMITTAL DATA A. Insofar as possible, total quantities and unit prices shall be shown for all items of work, separating for each item the materials and labor and other such sub -items as the Contractor may desire. Lump sum, miscellaneous, and other such general entries in the schedule shall be avoided whenever possible. B. Such items as bond premiums, insurance, temporary facilities and temporary storage may be listed separately in the schedule of values, provided that the cost can be substantiated. C. Overhead and profit shall not be listed as separate items. D. The sum of the items listed on the schedule of values shall equal the contract lump sum price. E. If the schedule of values in the opinion of the Engineer is unbalanced or front end loaded, it will be rejected by the Engineer and revised and re -submitted by the Contractor. END OF SECTION ,. M r Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01370 - 2 Project No. P265-606180130580 August 2009 Periodical Estimate No. (Schedule of Values) For Period From: Attachment "A" To: Owner: Address: Engineer. Deltatek Engineering Address: 14114 Dallas Parkway, Suite 480, Dallas, TX. 75254 Contractor: Address: Project Name: Project Number; Quantity Unit Total Total Quantity Value of Previous Value of Total Total % of Item Ref. Original of Contract Contract Complete Work Completed Quantity Previous Quantity Value of Work No. No. DESCRIPTION OF ITEM Estimate Measure Unit Price Amount This Est. This Estimate Completed Work Complete Complete Work Complete Completed I 1 - - 0 2 0 13 0 4 0 5 0 6 0 0 I I I I I I ITOTAL BASE 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/01 #DIV/01 i I 1 I I i I I I f b I I 4 I [ i I I `TOTAL with Alternates and Change Order 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0l #DIV/01 PROJECT: OWNER: CONTRACTOR: ENGINEER: Deitatek En ineerin PAYMENT PERIOD FROM: ITEM DESCRIPTION OF ITEM NO. TOTAL FOR PAGE/PROJECT ATTACHMENT "B" PAYMENT REQUEST TABULATION OF VALUES FOR APPROVED CHANGE ORDERS TO: QUANTITY UNIT OF UNIT TOTAL QUANTITY QUANTITY ORIGINAL MEASURE PRICE CONTRACT THIS TO ESTIMATE AMOUNT ESTIMATE DATE 1 11 PROJECT NUMBER Schedule of Values ESTIMATE NO. SOV VALUE % OF OF WORK WORK COMPLETED COMP. Page 0.00 of i PROJECT: OWNER: CONTRACTOR: ENGINEER: Deltatek En ing eering PAYMENT PERIOD FROM: ITEM NAME OF SUPPLIER NO. TOTAL FOR PAGE/PROJECT ATTACHMENT "C" PAYMENT REQUEST TABULATION OF VALUES FOR MATERIALS ON HAND TO: INVOICE ATTACHMENT ORIGINAL NO. "A" OR "B" INVOICE ITEM NO. AMOUNT m Schedule of Values ESTIMATE NO. SOV AMOUNT BALANCE OF INSTALLED MATERIALS TO DATE ON HAND 0.00 0.00 Page of Me ATTACHMENT "D" PROJECT SUMMARY PROJECT: PROJECT NUMBER OWNER: CONTRACTOR: ENGINEER: Deltatek Engineering Schedule of Values PAYMENT PERIOD FROM: TO: ESTIMATE NO. SOV CONTRACT TIME SUMMARY Date of Notice to Proceed Original Date of Contract Substantial Completion Original Date of Contract Final Completion Approved Time Extensions o Days Current Date of Contract Substantial Completion Current Date of Contract Final Completion Days Charges to Project to Date Days Days Remaining in Contract o Days Percent of Current Project Duration % Current Scheduled Completion Date Project is (On) Schedule Days CONTRACT COST SUMMARY Original Contract Amount $ Approved Change Orders $ 0.00 Current Contract Amount $ Contract Eamings to date on Original Contract $ Earnings on Approved Change Orders $ Materials on Hand $ Total Current Project Amount Eamed $ 0.00 Percentage of Contract Earned to Date Retainage $ Amount Paid to Date $ Percent of Contract Paid to Date 1w Period covered by this payment request: Beginning Ending Prepared and Submitted: By: Printed Name Date: Payment Request Recommended: By: Deltatek Engineering Printed Name Date: Payment Request Recommended: By: City of Fort Worth Printed Name Date: Payment Request Approved: By: Printed Name Date: SECTION 01420 INSPECTION SERVICES PART 1- GENERAL 1.01 SCOPE This section summarizes the duties, responsibilities, and limitations of the authority of the Inspector in connection with his observation and inspection of the work 1.02 AUTHORITY On this project, Deltatek Engineering assumes the function of the inspector during renovation. 1.03 DEFINITIONS A. INSPECTOR: A representative of the owner who will be assigned authority to observe and inspect the work B. Working Day: Per Fort Worth General Contract Documents and General Specifications for the Water Operations. 1.04 LIMITS ON WORKING HOURS Contractor may not work on a Saturday, Sunday, or official city holiday; more than eight hours in a calendar day; or forty five hours in a calendar week without the specific written consent of the owner. All requests for extra working hours must be made to the Engineer in writing. 1.05 UNINSPECTED WORK Any work performed without benefit of an inspection may require removal and replacement if so directed by the owner. This removal and replacement will be completed by the Contractor at no additional cost to the Owner or the Owner's Representative. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.01 AUTHORITY OF THE INSPECTORS The Owner's inspection personnel shall observe the work in progress and promptly notify the Contractor of any deficiencies. Inspectors are not authorized to accept work not in conformance with the plans and specifications, nor are they authorized to change the requirements of the contract documents. 3.02 RESPONSIBILITIES OF THE CONTRACTOR A. The Contractor shall provide safe access to the work in order to observe its progress and quality. The Contractor shall also assist the inspector in obtaining samples and performing tests as necessary. END OF SECTION Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage am Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01420 - 1 Project No. P265-606180130580 August 2009 SECTION 01700 CONTRACT CLOSE-OUT PART 1 - GENERAL 1.01 FINAL INSPECTION A. When the Contractor considers the work complete, he shall submit written certification that all contract documents have been reviewed and all work has been completed and is in compliance with contract documents. He shall also certify that all facilities are operational and all work is completed and ready for final inspections. B. The Owner will make an inspection to verify the status of completion. Should the Owner consider the work incomplete or defective, he will promptly notify the Contractor in writing, listing the incomplete or defective work. The Contractor shall take immediate steps to remedy the stated deficiencies, and send a second written certification to Owner that the work is complete. C. If the Owner finds the work acceptable under the contract documents; he shall request the Contractor to provide all required closeout submittals. 1.02 CLOSE-OUT SUBMITTALS A. The following closeout submittal data shall be provided by the Contractor: 1. Project Record Documents 2. Evidence of Payment and Release of Liens. Submit the following in such form as approved by Owner. a. Contractor's affidavit of payment of debts and claims. b. Contractor's affidavit of release of liens. C. Consent of surety to make final payment. d. Releases or waivers of liens from all subcontractors and others with lien rights against property of Owner. 3. Redline markups of the contract drawings showing any and all deviations from original plans to be used to produce as -built drawings. 1.03 FINAL PAYMENT REQUEST A. The Contractor shall submit a payment request to the Engineer. The statement shall reflect all adjustments to the contract and shall include, but not be limited to, the following: 1. Original contract sum 2. Additions and deductions resulting from: a. Change orders b. Retainer withheld to date C. Deductions for uncorrected work d. Deductions for liquidated damages 3. Total contract sum, as adjusted 4. Previous payments 5. Sum remaining due B. The Contractor shall submit the final application for payment in accordance with procedures and requirements stated in the contract documents. END OF SECTION Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 "r Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01700 - 1 w SECTION 01710 CLEANING AND ADJUSTING PART 1 - GENERAL 1.01 RESPONSIBILITIES A. The Contractor is responsible for cleaning and adjusting the work. If the Contractor fails to clean and adjust the work, the City may do so and charge the resulting costs to the Contractor. B. This section covers the minimum general cleaning requirements for the entire project. When required, additional detailed cleaning and adjusting requirements for specific trades or work are specified in the Specification Sections pertaining to that trade or work. 1.02 REQUIREMENTS OR REGULATORY AGENCIES A. Fire protection - Store volatile materials in covered metal containers and remove from premises daily. B. Pollution Control - Conduct cleaning and disposal operations in compliance with local ordinances and antipollution laws. 1. Burning and burying of rubbish and material on project site is not permitted 2. Disposal of volatile fluid wastes and other chemical wastes in storm or sanitary sewer systems or into lakes, streams or waterways is not permitted. C. Safety Standards - Maintain the project in accordance with insurance and safety standards. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION 3.01 DURING CONSTRUCTION A. Oversee cleaning and ensure that the premises are maintained free from accumulations of waste materials and rubbish. Do not allow waste materials. Rubbish and debris to accumulate and become unsightly or create a hazard. B. At reasonable intervals, but at least once per week, during the progress of the work, collect and dispose of waste material, rubbish and debris. Handle waste in a controlled manner; do not drop or throw materials from heights with out having first installed the proper drop chute system. 3.02 FINAL CLEANING AND ADJUSTING A. At the completion of work and immediately prior to final inspection, cleaning of the entire project shall be accomplished according to the following provisions: 1. Thoroughly clean all work provided under Contract. Leave the site in a complete and finished condition to the satisfaction of the Owner or the Owner's representative. 2. Remove all temporary structures and all debris including but not limited to trash, rubbish excess material, scrap metal, empty containers, waste material etc. 3. Restore all areas on the site to a condition equal to or better than their original condition. This includes but is not limited to the following: a. Restore all grade lines to their original or new contours using select fill where fill work is required. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01710 - 1 w E77-i .. no r SECTION — 01710 CLEANING AND ADJUSTING b. Replant all grass that has been destroyed as a result of the Contractor's operations. New grass shall be block sod installed over the entire area disturbed. The sod shall be freshly cut and acceptable to the Owner prior to placement. C. The sodded area shall be at least a minimum of 85% growth to 1" in height complete before the Owner will accept it. d. Replant all trees and shrubs that are destroyed as a result of the Contractor's operations. Replacement trees shall be the same species as the original trees destroyed. Trunk calipers shall be 6" minimum. Shrubs shall be the same species as the original shrubs and supplied in 5-gallon pots minimum. e. Washing, scrubbing, dusting and general cleaning of existing facilities to restore them to a condition equal to or better than their original condition. 4. If the Contractor does not remove all the rubbish, debris, restore all plants, or does not clean the site as specified above, the City reserves the right to have the cleaning and plant restoration done at the expense of the Contractor. END OF SECTION Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 01710 - 2 Project No. P265-606180130580 August 2009 .+ SECTION 02100 SITE PREPARATION & CLEANING PART 1 - GENERAL 1.01 SCOPE OF WORK A. The general provisions of the Contract, including General and Supplementary Conditions and General Requirements (if any), apply to the work specified in this section. B. Site clearing work includes, but is not limited to, the following: protection of existing trees, removal of trees and other vegetation as shown on plans or as directed by the Owner, clearing and grubbing, removing above - grade improvements. 1.02 RELATED WORK SPECIFIED ELSEWHERE NOT USED 1.03 JOB CONDITIONS A. Protection of existing trees and vegetation 1. Protect existing trees and other vegetation indicated to remain in place, against unnecessary cutting, breaking or skinning of roots, skinning and bruising of bark, smothering of trees by stockpiling construction materials or excavated materials within drip line, excess foot or vehicular traffic, or parking of vehicles within drip line. Provide temporary guards to protect trees and vegetation to be left standing. 2. Water trees and other vegetation to remain within the limits of the contract work as required to maintain their health during the course of construction operations. 3. Provide protection for roots over 1-1/2" diameter cut during construction operations. Coat the cut faces with emulsified asphalt, or other acceptable coating, formulated for use on damaged plant tissues. Temporarily cover exposed roots with wet burlap to prevent roots from drying out; cover with earth as soon as possible. 4. Repair or replace trees and vegetation damaged by construction operations, in a manner acceptable to the Owner. Repair tree damage by a qualified tree surgeon. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION 3.01 SITE CLEARING A. Remove only limbs necessary for construction activities and/or as directed by the Owner. B. Carefully and cleanly cut roots and branches that obstruct new construction. 3.02 DISPOSAL OF WASTE MATERIALS A. Remove waste materials, unsuitable and excess topsoil from job site and make proper and legal off site disposal. This shall include any waste materials containing hazardous wastes such as chromium and other waste materials identified as hazardous. B. Perform and pay for any tests required by the disposal site to verify or confirm the presence or lack thereof of hazardous materials. END OF SECTION Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 02100 - 1 SECTION 05500 METAL FABRICATIONS PART 1- GENERAL 1.01 SCOPE OF WORK A. The Contractor shall provide all labor, equipment, materials professional services, and incidentals required to Fabricate, Furnish, and Erect all structural and miscellaneous metal work, complete including, but not limited to: 1. Install new 36" vandal resistant vent. Acceptable manufacturer ACK Industries, Bilco, or approved equal. .,, 2. Install new 16" stainless steel interior ladder with stainless anti -fall device. 3. Install two 30" X 30" aluminum roof hatches. Acceptable manufacturer ACK Industries, U.S Underwater, or approved equal. 4. Weld seam repairs, hole repairs, corrosion repairs, and patch repairs. ..r 5. Modify the existing roof safety railing at the landings and add a new 42" tall handrail at a second roof hatch to be installed directly across from the existing hatch. 6. Replace the overflow pipe and reinstall the weir at the correct elevation if required and approved. 7. Install one (1) new 36" pressure manways. 8. Modify the center column roof support structure. 9. Remove a working door sheet for construction purposes. Reinstall the door sheet and have the welds radiographically tested. 10. Replace spider rods, retaining ring, and wet area landing at the Eastwood EST B. The Contractor shall include all supplementary parts and members necessary to complete all Ladders, Handrails, Framed Openings, Hatches, and Pit Repairs regardless of whether all such parts are definitely shown or specified. This includes but is not limited to: all nuts, bolts, washers, gussets, plates, angles, metal shapes, fasteners etc., as may be required for the proper assembly of all items. All work shall be carefully ow assembled, fabricated and erected true to the lines, elevations and designs shown on the shop drawing that must be submitted by the Contractor. C. Miscellaneous Metal Repairs: The Contractor shall include 50 units of floor repair (labor and materials), 10 large area patches, and 20 rafter replacements as noted on the drawings that will be paid on a unit price basis only. 1.02 RELATED SECTIONS A. SECTION — 09900 - Painting 1.03 REFERENCES A. ASTM A27 - Mild -to -Medium Strength Carbon Steel Castings. B. ASTM A36 - Structural Steel C. ASTM A47 - Malleable Iron Castings D. ASTM A48 - Gray Iron Castings E. ASTM A53 - Pipe, Steel, Black and Hot -Dipped, Zinc -Coated Welded and Seamless. F. ASTM A123 - Zinc (Hot -Galvanized) Coatings in Products Fabricated From Rolled, Pressed, and Forged Steel Shapes, Plates, Bars and Strip. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 05500 - 1 M M .w SECTION 05500 METAL FABRICATIONS G. ASTM A167 - Stainless and Heat Resisting chromium -Nickel Steel Plate, Sheet, Strip. H. ASTM A307 - Carbon Steel Externally and Internally Threaded Standard Fasteners. I. ASTM A325 - High Strength Bolts for Structural Steel Joints, Including Suitable Nuts and Plan Hardened Washers. J. ASTM A354 - Quenched and Tempered Alloy Steel Bolts, Studs and Threaded Fasteners. K. ASTM A446 - Steel Sheet, Zinc -Coated (Galvanized) by Hot -Dip Process, General Requirements. L. ASTM A525 - Steel Sheet, Zinc -Coated (Galvanized) General Requirements. M. ASTM A500 - Cold Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes. N. ASTM A570 - Hot -Rolled Carbon Steel Sheet and Strip, Structural Quality. O. ASTM A611- Steel, Cold -Rolled Sheet, Carbon, Structural P. AWS - Standard Welding Symbols - A2.4. Q. AWS - Structural Welding Code, D1.1-75 R. FS FF-S-325 - Shield Expansion; Nail Expansion and Nail Drive Screw. S. Industrial Fasteners Institute - Handbook on Bolt, Nut and Rivet Standards. T. NAAMM - Metal Stair Manual 1982 Edition. U. SSPC Painting Manual, Volume 2, Systems and Specifications. V. SSPC SP1-63 - Solvent Cleaning. W. SSPC SP2-63 - Hand Tool Cleaning. X. SSPC SP6-5 — White Metal Blast Cleaning. 1.04 DESIGN The Contractor shall have all Metal Fabrications Designed, Sealed and Signed by a Professional Engineer currently licensed in the state of Texas according to the Texas State Board of Professional Engineers. This includes but is not limited to: all Ladders, Platforms, Handrails Gratings, Walkways, Framed Openings, Hatches, Structural Steel Members, Piping Modifications, Anti Vortex Plate and all of their supplementary parts. 1.05 SUBMITTALS A. The following items shall be submitted by the Contractor as per Section 01300 of these specifications and approved by the Engineer prior to the fabrication and/or installation of any items. 1. Product data: Submit Manufactures' product data sheets for all miscellaneous metal fabrications, prefabricated, proprietary products, including but not limited to primers, paint products, vents, hatches, grates, fasteners, Welding electrodes, and grout. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 _ Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 05500 - 2 .. aw 00 •J wa SECTION 05500 METAL FABRICATIONS 2. Shop Drawings\Construction Documents: Submit complete detailed erection/ construction drawings for each metal fabrication. This includes but is not limited to drawings for: all Ladders, Platforms, Handrails Gratings, Safety Cages, Walkways, Framed Openings, Hatches, Vents, and all of their supplementary parts. The drawings shall include but not be limited to the following: a. Plans, Elevations, Sections, material types, quantities, locations and details of each fabricated item. b. All connections, fasteners and anchorage requirements for each fabricated item. C. Designate shop and field welds in accordance with AWS standard symbols. d. Furnish setting diagrams, erection plans, templates and directions for installation ofbolts, plates, anchors and other items. e. All drawings shall have the seal and signature of a Registered Professional Engineer, currently registered in the state of Texas according to the Texas State Board of Professional Engineers. Welder Certificates: Submit certificate signed by the Contractor for each welder and/or tacker certifying that the welder and/or tacker has been certified within the past year according to AWS D 1.1-75. B. The Configuration Drawings supplied with these specifications are intended to show the general configurations of the existing tank structure, its' components and the new fabricated items to be designed and installed by the Contractor. Existing heights, lengths, widths, pipe sizes, bolt sizes, plate sizes, and metal thickness that may be actually shown, or otherwise indicated by scale or notes, are approximations only. 1.06 QUALITY ASSURANCE A. The Contractor, Fabricator and Erector must each have a minimum of 5 continuous years experience fabricating and erecting respectively, work of similar nature, size, and complexity. B. Qualifications for Welding Work: Qualify welding processes and welding operators in accordance with AWS Structural Welding Code - Steel. 1. Provide certification that welders to be employed in work have satisfactorily passed AWS qualification tests. 2. If recertification of welders is required, retesting will be Contractors responsibility. 3. Assign each approved welder a unique number in order to identify individual welds. C. Source Quality Control: Materials and fabrication procedures are subject to inspection and tests in the mill, shop and field by the Owner or Owner's Representative. Such inspections and tests will not relieve the Contractor of responsibility for providing materials and fabrication procedures in compliance with specified requirements. The Contractor shall promptly remove and replace materials or fabricated components, which do not comply. D. Question about Shop Drawings Documents: The Contractor shall promptly notify the Designer and Engineer whenever design of members and connections for any portion of the structure are not clearly indicated or when other questions exist about the Shop Drawings. Such questions shall be resolved and incorporated into the shop drawings prior to the fabrication and installation of any work that is directly or indirectly related to the item(s) in question. E. The Contractor shall be responsible for all errors of design, detailing, fabrication and for the correct fitting of the all fabricated members and components. 1. All fabricated material and connections shall fit within standard architectural constraints. 2. Structural steel members for which shop drawings have not been reviewed and approved shall not be fabricated. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 05500 - 3 so SECTION 05500 F. 1.07 CODES METAL FABRICATIONS 3. The omission from the shop drawings of any materials items or incidentals required by design, and for the correct fabrication and installation of an item, shall not relieve the Contractor of the responsibility of furnishing and installing such materials, even though the shop drawings may have been reviewed and approved. Test Reports: Submit copies of reports of tests conducted on all material and on shop and field bolted and welded connections. Include data on type(s) of tests conducted and test results. A. All work shall comply with provisions of the following as they apply, except as otherwise indicated: 1. All Federal, State and Local laws which govern safety requirements for steel erection and other requirements if more stringent than the codes and standards enumerated below. This includes but is not limited to all applicable portions of OSHA. 2. AISC Code of Standard Practice for Steel Buildings and Bridges, adopted September 1, 1986, except delete the following sentence from Section 4.2.1 of the Code: This approval constitutes the Owner's acceptance of all responsibility for the design adequacy of any connections designed by the fabricator as a part of his preparation of these shop drawings. 3. AISC Specification for the Design, Fabrication and Erection of Structural Steel for Buildings, June 1, 1989 including commentary and supplements thereto as issued. 4. AISC Specification for Structural Joints using ASTM A 325 or A 490 Bolts approved by the Research Council on Riveted and Bolted Structural Joints of the Engineering Foundation (Research Council on Structural Connections), November 13, 1985. 5. AWS D1.1 Structural Welding Code - Steel 6. Steel Structures Painting Manual, Volumes 1 and 2, Steel Structures Painting Council. 7. City of Fort Worth Building Code, 2003 Edition. PART 2-PRODUCTS 2.01 MATERIALS A. STRUCTURAL STEEL: B. CAST STEEL: C. BOLTS: D. FILLER METAL: E. CAST IRON: F. MALLEABLE IRON: G. STEEL PIPE: H. STEEL TUBING: I. GALVANIZING: ASTM A36. ASTM A27, Grade 65-35. ASTM A307, A325, A354. AWS Standards. ASTM A48, Class 30, minimum 30,000 PSI tensile. ASTM A47, Grade 35018. ASTM A53, Grade B, schedule 40 unless otherwise specified. ASTM A500, Grade B. ASTM A123 and A153. J. WELDING ELECTRODES: Structural Welding Code AWS D1.1-75 Table 4.1.1 Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 05500 - 4 C__J SECTION 05500 K. STAINLESS STEEL 1. Plates: 2. Bolts: L. ALUMINUM 1. Sheet and Plate: 2. Rolled Section: 3. Rod and Bar: M. EXTRUSIONS: ASTM A167, Type or 316 IM-104 ASTM B209, Alloy 6061-T6 ASTM B308, Alloy 6061-T6 ASTM B211, Alloy 6061-T6 or 2017-T4 ASTM 13221, Alloy 6063-T5 or T6 METAL FABRICATIONS N. GALVANIZED SHEET STEEL: ASTM A446, Grade A, coating designation G90, ASTM A525, gauge as required for design. O. SHEET STEEL: ASTM A611, Grade C. P. ANCHORAGE DEVICES, MASONRY: Expansion shields F.S. FF-S-325. 1. Standard manufactured items. 2. Lead expansion shields for machine screws and bolts 3 in. (6 mm) and smaller: Head out embedded nut type, single unit class, Group I, Type 1, Class 1. 3. For machine screws and bolts larger than 3 in.: Group I, Type 1, Class 2. 4. Bolt anchor expansion shields for lag bolts: Zinc alloy, long shield anchors class, Group II, Type 1, Class 1. 5. Bolt anchor expansion shields for bolts: Closed end bottom bearing type, Group II, Type 2, Class 1. 6. Use expansion bolts only into fully grouted masonry cells or concrete floor/slabs. Q. FASTENERS 1. Zinc coated where built into exterior walls and where item being fastened is galvanized. 2. Select fasteners for type, grade and class required. 3. Bolts and Nuts: Regular hexagon head ASTM A30 7, Grade -A. 4. Lag Bolts: Square type, F.S.FF-B-561. 5. Machine Screws: Cadmium plated steel, F.S.FF-S-92. 6. Wood Screws: Flat head carbon steel, F.S.FF-S-111. 7. Plain Washers: Round, carbon steel, F.S.FF-W-92. 8. Lock Washers: Helical spring carbon steel, F.S.FF-W-84. R. SHOP PRIMER: 10-99 Modified Alkyd by TNEMEC Co., Inc. or a pre -approved equivalent. S. GALVANIZING ZRC Compound by ZRC Chemical Products Co., Carbo REPAIR PAINT: Zinc No. 11 by Carboline or Galv-weld Alloy by Galy- weld Products. T. DISSIMILAR METAL PROTECTION COATING: TNEMEC-Tar 413 by TNEMEC Co., Inc. 2.02 FABRICATION A. Fabricate work true to shape, size and tolerances, with straight lines, square corners or smooth bends; wo uniformly spaced and in true alignment; free from twists, kinks, warps, dents or other imperfections. Match exposed work to provide continuity of line and design. �. B. Grind and dress edges and ends of metal smooth, with no sharp edges and with corners slightly rounded. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 05500 - 5 .. No so SECTION 05500 METAL FABRICATIONS C. Drill or punch holes with smooth edges for temporary field connections and attachment of other work. D. Make permanent shop and field connections with continuous fillet type welds unless noted otherwise. Perform welding in accordance with AW S D 1.1 and reviewed Shop Drawings. Neatly miter faces of corner connections and fully weld. Remove weld spatter, flux, slag and oxides from surfaces. E. Grind exposed welds smooth and round sharp corners. F. Fabricate, Assemble weld etc. all items in shop in as large assemblies as practicable. G. Verify completeness of all fabricated items by comparing each item to the Shop Drawings. H. Supply all items required to complete construction and installation in accordance with requirements of Contract Documents. I. Anchorage accessories: Required to secure wood to metal, wood to masonry, metals to masonry or concrete, metal to metal or metal to other items. Provide sleeves, inserts and spacers required in conjunction with items of metal fabrication. 2.03 SHOP PRIMING A. Hot -dip galvanized items as scheduled in accordance with ASTM A123 and A153. B. Apply shop primer to ferrous metal not indicated to be galvanized. 1. Apply 2 shop coats to metals that will be inaccessible after erection. 2. Do not prime stainless steel, aluminum, copper, brass or bronze unless specifically indicated. C. Remove scale, rust and deleterious materials before priming. 1. Clean off rust and loose mill scale: a. Steel, protected: SSPC SP-2, SP-3. b. Steel, exposed to weather: SSPC SP-5. 2. Remove contaminants in accord with SSPC SP-1. D. Immediately after surface preparation, prime in accord with manufacturer's instructions. 1. Provide uniform dry film thickness of 2.5 mils. 2. Use methods, which will result in full coverage of exposed surfaces. E. Provide dissimilar metal protection coating: 1. When dissimilar metals come in contact. 2. When metal or aluminum is anchored to or in contact with concrete or masonry. F. Retouch, scraped, abraded, weld bums and unprimed areas. 1. Use primer specified for shop coats. 2. Priming does not count as a coat for finish painting. 3. Use galvanized repair paint at galvanized items. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify suitability of substrate to accept installation. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage MW Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 05500 - 6 Project No. P265-606180130580 August 2009 no SECTION 05500 METAL FABRICATIONS B. Installation constitutes the Contractor's acceptance of responsibility for performance. C. Field measure related work and openings to provide for proper fit. 3.02 INSTALLATION A. Install items in accordance with reviewed Shop Drawings and manufacturer's instructions. B. Install plumb and level, anchored rigid and secure and in true alignment with related and adjoining work. Shim and grout as necessary. C. Field weld members in accordance with AWS D1.1 Grind sight exposed welds smooth. D. Where practical, conceal fastenings. E. Secure metal to wood with lag screws of adequate size with appropriate washers. F. Secure metal to concrete with embedded anchors, setting compounds, caulking and sleeves, or setting grout. 1. Use expansion bolts, toggle bolts or screws for light duty service. 2. Caulk voids with epoxy sealant. G. Do not field splice fabricated items unless size requires splicing. Fully weld splices and grind smooth. H. Provide fabricated items complete with attachment devices as required to properly install items. I. Upon completion, re-examine work and correct to insure that installation is firm, tight, anchored, in true alignment with neat fits, without distortions, unsightly fastenings, raw edges or protrusions. J. Brush clean touch-up and repaint or re -prime damaged or welded surfaces. Use galvanized repair paint at galvanized items. K. Re -weld all damaged seam weld restoring them to their original contours. Grind smooth and apply primer and weld seam sealer as specified in Section 09900. L. After Blasting operations have been completed carefully inspect the interior of the tank make repairs to pits in metal depending on their size and configurations as shown in details at the end of this section. END OF SECTION Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 05500 - 7 Project No. P265-606180130580 August 2009 SECTION 05515 LADDERS PART 1 - GENERAL 1.01 SCOPE OF WORK The Contractor shall provide all materials, parts, labor, and professional services required to remove the existing tank access ladders and ladder supports, and Fabricate and Install new ladders, supports, and anti -fall devices The locations of existing ladders, new ladders, and anti -fall devices are shown on the Drawings. 1.02 RELATED SECTIONS A. SECTION - 05500: Metal Fabrications B. SECTION - 09900: Painting C. SECTION - 11550: Fall Prevention System 1.03 REFERENCES A. SECTION - 05500, Part 1.03 REFERENCES, of these specifications B. TCEQ C. OSHA 1.04 DESIGN A. As per SECTION - 05500, Part 1.04 DESIGN, of these specifications. B. All ladder side rails shall be continuous steel flat bars with minimum dimensions of 2'/z"x 3/8" (two and half inches x three eighth inch). C. The minimum clear distance between side rails shall be 16" D. Ladder rungs shall be round or square steel bars 3/4" (three-quarter inches) minimum diameter. E. Ladder rungs shall be spaced 12" (twelve inches) on centers F. Support each ladder at top, bottom and intermediate points spaced at 5'-0" maximum, by means of welded or bolted steel brackets 3" xl/2". G. Size brackets to support design dead and live loads while holding the centerline of the ladder rungs clear of the supporting surface a minimum of 10"(ten inches). H. Fit rungs in centerline of side rails plug weld and grind smooth on outer weld surfaces. 1.05 SUBMITTALS As per SECTION - 05500, Part 1.05 SUBMITTALS, of these specifications. 1.06 QUALITY ASSURANCE As per SECTION - 05500, Part 1.07 QUALITY ASSURANCE of these specifications. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 05515 - 1 SECTION 05515 LADDERS 1.07 CODES As per SECTION - 05500, Part 1.08 CODES of these specifications. 1.08 DELIVERY, STORAGE & HANDLING A. Ladders shall be delivered with all components: mounting brackets, bolts, assembly plates, etc. B. Carbon steel ladders and brackets shall be shop prime coated as per section 05500 part 2.03. Any damage to coating shall be properly re -coated before storing. C. The ladders shall be stored in such a manner that they will not be damaged by other operations of the project. D. Proper equipment shall be used in handling the ladders so they will not be dropped, bent or broken. PART 2 - PRODUCTS 2.01 MATERIALS A. Ladder and mounting brackets on the tank interior (wet areas) shall be Type 316 stainless steel. B. Bolts, nuts and washers shall be Type 316 stainless steel, ASTM A325 unless noted otherwise. C. Provide non -slip surface on top of each ladder rung using a type of manufactured rung, which is appropriate for stainless steel. F. Anti -fall devices shall be as specified in Section 11550 of these specifications. 2.02 FABRICATION As per SECTION - 05500, Part 2.02 FABRICATION, of these specifications 2.03 SHOP PRIMING As per SECTION - 05500, Part 2.03 SHOP PRIMING, of these specifications PART 3 - EXECUTION 3.01 INSPECTION A. The ladders, components and brackets shall be inspected for the following: 1. Specified material; stainless. 2. Dimensionally correct with smooth corners and edges. 3. Components that are of the proper size, i.e., proper size of bolts and proper thickness of materials. 4. Proper number of ladders, sections, brackets, bolts, rungs and connector plates. 5. Check that all welds are the proper type and size with no slag, spatters, etc. 3.02 INSTALLATION A. Install all ladders plumb, level anchored rigid and secure in true alignment with related and adjoining members and/or supporting structure. B. All ladders, brackets, and components of such shall be in place and completely installed prior to the start of any paint surface preparations or tank coating applications. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 05515 - 2 r SECTION 05515 3.03 CLEAN UP LADDERS The Contractor shall remove all excess materials, trash, scrap metal and other debris from the jobsite and make proper off site disposal. END OF SECTION Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 05515 - 3 MW me SECTION 05520 HANDRAILS & RAILINGS PART 1 - GENERAL 1.01 SCOPE OF WORK The Contractor shall provide all labor, equipment, materials professional services, and incidentals required to Fabricate, Furnish, and install complete all handrails, railings and kick plates where indicated on the Drawings. 1.02 RELATED SECTIONS A. SECTION - 05515: Ladders B. SECTION - 05500: Metal Fabrications C. SECTION - 09900: Painting 1.03 REFERENCES As per SECTION - 05500, Part 1.03 References, of these specifications. 1.04 DESIGN As per SECTION - 05500, Part 1.04 Design, of these specifications. 1.05 SUBMITTALS As per SECTION - 05500, Part 1.05 Submittals, of these specifications. 1.06 QUALITY ASSURANCE As per SECTION - 05500, Part 1.07 Quality Assurance, of these specifications. 1.07 DELIVERY & STORAGE A. Railings must be delivered with all components, base plates, kick plates, connectors and bolts. B. Carbon steel base and kick plates shall have a one- (1) mil wash primer shop coating. Any damage to coating shall be touched up before storing. C. Railings and components shall be stored such that they will not be damaged or become separated. PART 2 - PRODUCTS 2.01 MATERIALS A. Handrails and post shall be 1 1/2-inch (minimum) inside diameter steel pipe schedule 40. B. Base plates and kick plates shall be of ASTM A36 carbon steel. C. Bolts, washers and nuts shall be Type 316 stainless steel. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage • Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 05520 - 1 Project No. P265-606180130580 August 2009 s' SECTION 05520 HANDRAILS & RAILINGS 2.02 FABRICATION no A. Handrails and posts shall be cut on -site and assembled in place. B. Base plates, when required for handrail post shall be shop fabricated. C. Kick plates shall be cut and assembled on -site. PART 3 - EXECUTION 3.01 INSPECTION A. The handrails, posts and components shall meet the following requirements. 1. Shall be of material specified and size members. 2. All fabrications must be dimensionally correct. 3. The correct quantity of fabricated rails, and components. 4. All welds on handrails and posts shall be ground smooth. 5. Welds shall be the proper type and size with no slag or spatters. 6. Material and fabrications shall be new and undamaged when installed. 3.02 INSTALLATION A. It is intended that all connections between hand railing, post and kick plates be welded connections by certified welders. The kick plate may be bolted to the rail post using properly sized stainless steel U-bolts in lieu of welding. B. The handrails shall be installed before painting begins. C. For typical configuration of hand rails, posts, and kick plates, see detail sheet at the end of this section. END OF SECTION me -.. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 .. Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 05520 - 2 SECTION 09900 PAINTING PART 1 - GENERAL 1.01 SCOPE A. INTERIOR 1. The Contractor shall prepare interior surfaces and components of the GST and paint all interior surfaces of the GST except where noted otherwise. Dehumidification shall be utilized on the interior of the GST during surface preparation and painting. This includes but is not limited to: a. Tank interior b. Tank rafters, brackets, & gussets C. Overflow weir, brackets, piping d. Patching of floor pits e. All miscellaneous items attached to the tank, such as ladders, hatches, vents, handrails, and their supports, unless noted otherwise in tank interior f. Inlet piping g. Anti vortex plate h. New components and affected areas on the interior of the Eastwood EST. 2. All stainless steel safety climbs devices, stainless steel ladders, and insect screen shall not be painted, and they shall be protected from over spray spills, and splatters at all time during paint application. 3. Any items that should not to be painted by the Contractor, that are painted by the Contractor, or become stained by over spray, spills or splatters, shall be cleaned by the Contractor to the satisfaction of the Engineer, or replaced at the Contractors expense. This includes items that are not part of the tank and any items on adjacent and surrounding properties. B. EXTERIOR 1. The Contractor shall prepare exterior surfaces and components of the GST and paint all exterior surfaces of the GST except where noted otherwise. Surface preparation shall be by mechanical means designed to remove spent blast media by vacuum assist during the blasting process. This includes but is not limited to: a. Tank exterior b. Inlet and outlet piping C. Overflow piping, flap valve, and drain valve d. Vent, collar, flange, and rain hat e. Handrails, hatch, and manways f. All miscellaneous items attached to the tank, such as ladders, hatches, vents, handrails, and their supports, unless noted otherwise in tank exterior g. Areas on the tank exterior affected by welding or cutting on the Eastwood GST 2. All stainless steel safety climbs devices, stainless steel ladders, and insect screen shall not be painted, and they shall be protected from over spray spills, and splatters at all time during paint application. 3. Any items that should not to be painted by the Contractor, that are painted by the Contractor, or become stained by over spray, spills or splatters, shall be cleaned by the Contractor to the satisfaction of the Engineer, or replaced at the Contractors expense. This includes items that are not part of the tank and any items on adjacent and surrounding properties 1.02 RELATED WORK — NOT USED 1.03 REFERENCES A. Without limiting the general aspects of other requirements of these specifications, all surface preparation, coating and painting of interior and exterior surfaces shall conform to the applicable requirements of the Steel Structures Painting Council and the manufacturer's printed instructions. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 09900 - 1 SECTION 09900 PAINTING B. The Engineer's decision shall be final as the interpretation and / or conflict between any of the referenced no specifications and standards contained herein. 1.04 QUALITY ASSURANCE A. The Contractor shall have a minimum of five years practical experience and successful history in the application of paint products of this nature to surfaces of steel water tanks or similar structures of the same size and magnitude. Upon request, the Contractor shall substantiate this requirement by fiunishing a list of references and job completions. B. Surface Preparation: Surface preparation will be based upon comparison with: "Pictorial Surface Preparation Standards for Painting Steel Surfaces: SSPC-VIS 1-89 and ASTM Designation D2200, "Standard Methods of Evaluating Degree of Rusting on Painted Steel Surfaces" SSPC-VIS 2 and ASTM Designation D610; "Visual Standard for Surfaces of New Steel Airblast Cleaned with Sand Abrasive". C. All work shall be performed by skilled craftsmen qualified to perform the required work in a manner comparable with the best standards of practice. Continuity of personnel shall be maintained and transfers of key personnel shall be coordinated with the Engineer or the Engineer's Representative. D. The Contractor shall provide a Supervisor/Superintendent at the work site at all times when work is in progress. The Supervisor shall have the authority to sign change orders, coordinate work and make decisions pertaining to the fulfillment of the contract. E. Personnel mixing coating components shall be instructed by the Contractor or the Contractor's Superintendent on the correct proportions, type of components and techniques. F. All surface preparation, coating, and painting shall conform to applicable standards of the Steel Structures Painting Council, and/or the manufacturer's printed instructions. Material applied prior to approval of the surface by the Engineer or the Engineer's Representative, shall be removed at the Engineer's discretion, and reapplied to the satisfaction of the Engineer or the Engineer's Representative at the expense of the Contractor. G. No coating shall be applied: When the surrounding air temperature or the temperature of the surface to be .,. coated or painted is below the minimum surface temperature for the products specified herein; or in rain, snow, fog or mist; when the temperature is less than 5° F above the dew point; when the air temperature is expected to drop below 35° F within six hours after application of coating. Dew point shall be measured by use of an instrument such as a Sling Psychrometer in conjunction with U.S. Department of Commerce Weather Bureau Psychometric Tables. If the above conditions are prevalent or if it is the judgment of the Engineer or the Engineer's Representative that any of the aforementioned conditions will occur during the application of any coating or paint, painting and/or coating operations shall be delayed or postponed until conditions are favorable. The days coating or painting shall be completed in time to permit the film sufficient drying time prior to damage by atmospheric conditions. H. All coatings and paints shall be stored in enclosed structures to protect them from weather and excessive heat or cold. Flammable coatings or paint must be stored to conform to City, County, State and Federal safety codes for flammable coatings or paint materials. At all times coatings and paints shall be protected from freezing. I. Thickness and Holiday Checking: Thickness of coatings and paint shall be checked with a non-destructive, magnetic -type thickness gauge. Use an instrument such as a Tooke Gauge if a destructive tester is deemed _ necessary. The integrity of coated surfaces shall be checked with an approved inspection device. Non- destructive holiday shall not exceed 67 2 volts nor shall destructive holiday detectors exceed the voltage recommended by the manufacturer of the coating system. For thickness between 10 and 20 mils (250 microns and 500 microns) a non-sudsing type wetting agent, such as Kodak Photo -Flow, shall be marked, repaired in -• accordance with the manufacturer's printed recommendations and re -tests. No pinholes or other irregularities will be permitted in the final coating. .. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 09900 - 2 M SECTION 09900 PAINTING J. Inspection Devices: The Contractor shall furnish, until final acceptance of coating and painting, inspection �. devices in good working condition for detection of holidays and measurement of dry film thickness of coating and paint. The Contractor shall also furnish U.S. Department of Commerce, National Bureau of Standards certified thickness calibration plates to test accuracy of dry film thickness gauges and certified instrumentation to test accuracy of holiday detectors. Dry film thickness gauges and holiday detectors shall be made available for the Engineers use or the Engineer's Representative's use at all times until final acceptance of application. K. Warranty Inspection: The Contractor shall guarantee all work against any and all defects due to normal use and wear for a period of two years after final acceptance. A Warranty Inspection shall be conducted during the twenty-third month following completion of all coating and painting work. All defective work shall be repaired in accordance with this specification and to the satisfaction of the Owner or the Owner's representative. 1.05 REFERENCES The Contractor shall have a library file containing pertinent specifications, manufacturers technical bulletins, procedural manuals, and Material Safety Data Sheets (MSDS). 1.06 SUBMITTALS A. The following materials shall be submitted and approved by the Engineer, as per Section 01300 before application may begin: 1. Primers 2. Coatings 3. Sealers 4. Thinners, Solvents, & Cleaners 5. Material Safety Data Sheets (MSDS) for all paint components and thinners 6. Manufacturer's current color chart 1.07 DELIVERY, STORAGE, & HANDLING All materials shall be brought to job site in original sealed containers. They shall not be used until the Engineer, or the Engineer's Representative has inspected contents and obtained data from information on containers or labels. Materials exceeding storage life recommended by the manufacturer shall be rejected. 1.08 SAFETY, HEALTH AND REGULATORY REQUIREMENTS A. General: In accordance with requirements set forth by federal, state and local regulatory agencies and codes applicable to the construction industry and manufacturers printed instructions and appropriate technical bulletins and manuals, the Contractor shall provide and require use of personal protective lifesaving equipment for persons working on or about the project site. 1.09 PROTECTION OF SURROUNDING AREAS AND EQUIPMENT A. The Contractor shall take all necessary precautions, provide and utilize all necessary equipment, to protect all adjacent and surrounding property from over spray, splashes, dust, blasting abrasives and spills. This shall include but not be limited to: protective coverings, drop cloths, canvases, masking, enclosures or other suitable .. methods. B. Due to the proximity of other business and/or residences, it is anticipated that all paint and primers on the exterior portions of the tank will have to be applied by means of rollers or brushes, with the use of protective 'r shrouds/canvases that completely encapsulates the entire tank to prevent the travel of brush and roller over splash. w Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 09900-3 'w SECTION 09900 PAINTING .w C. If the Contractor wishes to use spraying devices on the outside of the tank, the Contractor must submit a plan to the Engineer that totally prevents over spray particles from traveling to surrounding properties. No spraying devices may be used on the exterior of the tank until the Contractor receives written approval of the aforementioned over spray prevention plan, in writing from the Engineer. D. If the Contractor's plan for the elimination of over spray travel is approved by the Engineer, the Engineer may revoke approval of the plan at any time at his or her discretion, and require the Contractor to apply the remainder of exterior paint products with brushes and/or rollers. This shall apply even if the approved plan, while in action is judged to be adequately effective by the Engineer, but perceived to be ineffective by surrounding outside sources, such as but not limited to: residents, business owners, property owners, or employees. The Engineer's decision on this matter shall be final and not subject to appeal, or the basis of a claim against the Owner, Engineer or their respective Representatives. E. The Engineer, Owner, and\or their respective Representatives assume no responsibility for the effectiveness or ineffectiveness of the Contractors over spray plan, work in general, or restitutions that may result from damage caused by over spray or the misapplication or use of any paint products by the Contractor or anyone working in his behalf. F. Approval of an over spray plan by the Engineer shall not relieve the Contractor of his liability and responsibly for the complete cleaning, repair, replacement or other restitutions as a result of over spray or other misapplication or use of paint by the Contractor, or any persons working for his behalf directly or indirectly. G. Antennas, communication gear, electrical wires, conduits, electrical boxes, etc. that are attached to the tank for support, but are not an integral part of the tank or tank access structures, shall be protected at all times from blasting, paint over spray, splashes, spills and physical damage. PART 2 - MATERIALS 2.01 ACCEPTABLE MANUFACTURERS A. Sherwin-Williams, Carboline, TNEMEC, ICI Devoe. B. When a particular Product Trade Name, Make, or Brand, is specified, it shall be considered as the minimum quality standards required for that particular item. C. All Manufacturers' literature, technical specifications, quality control and testing measures, construction methods, materials, configuration, industry certifications, ratings and approvals etc., for a product specified by Product Trade Name, Make or Brand, (i.e. Sherwin-Williams), shall be considered as part these specification whether actually shown herein or not. D. In order to achieve competitive and accurate bids, all Bidders shall base their proposals on the actual items (Product Trade Name, Make or Brand), listed in these specifications. Bidders will not be allowed to submit substitutions (Prospective approved equals), or base their proposals on substitutions when submitting their bids. E. After a contract has been awarded by the City, to the low bidder (Contractor), the Contractor shall submit to the Engineer as per section 01300, within ten (10) workings days after signing the contract, the following information for all proposed product or material substitutions. 1. A written explanation on why the proposed substitution is equal to or superior to the product specified. 2. A copy of the Manufactures' literature, technical specifications and factory samples of both the specified product and the substitution, with all differences in the two products highlighted. 3. The actual benefit the City will receive by using the proposed substitution, including any cost reduction from the original Contract price. 4. Three (3) job references within fifty (50) miles of the City limits available for inspection, where the proposed substitutes were used under similar conditions. .. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 099004 SECTION 09900 PAINTING F. All substitutions must be approved in writing by the Engineer (approved equal), prior to their use in any manner on this project. The Contractor shall submit to the Engineer any and all additional information, samples, references, etc. as requested by the Engineer for a proposed substitution. G. If the proposed substitution(s) are not approved by the Engineer, the Contractor shall proceed with the work utilizing the original products, materials, etc. specified herein, WHICH THE CONTRACT PRICE IS BASED UPON. The Engineer's decision on all submittals shall be final, and is not subject to debate, appeal, •• arbitration, or the basis for a contractual dispute or claim filed by the Contractor. F! .. H. Interior Tank Coating System: 1. Surface Preparation: a. Prepare all interior tank surfaces per SSPC-SP10 Near White Metal Blast Cleaning. Anchor profile of 1.5-2.5, mils as per ASTM D 4417, Method C or NACE Standard RP0287. Use of "dehumidification" equipment is required for interior preparation and coating. 2. Coating System Stripe Coat: COROTHANE I Galv Pac Zinc applied by brush into all weld seams in addition to weld seams all edges, comers, bolts, rivets shall receive a stripe coat. 1 't Coat: COROTHANE I Galv Pac Zinc applied at 2.5 to 3.5 dry mils. Thin only with approve thinner. 2°d Coat Dura Plate 235 NSF Epoxy Beige applied at 4.0 to 6.0 dry mils. Thin only with approve thinner. 3`d Coat Dura Plate 235 NSF Epoxy White applied at 4.0 to 6.0 dry mils. Thin only with approve thinner. 3. Total dry film thickness shall be a minimum of 10.5 mils per SSPC-PA 2 dry film inspection standards, with exception as noted in this specification. I. Exterior Tank Coating System: (Polyamide Epoxy / Acrylic Polyurethane) 1. Surface Preparation: a. Bowl exterior roof and shell shall be prepared by mechanical abrasion methods using mechanical equipment with the capability to prepare the surface and remove all blast media by vacuum. Shell walls shall be SSPC SP6 Commercial Blast with 2.5 mils surface profile. 2. Coating System: Stripe Coat: DURA PLATE 235 NSF Epoxy Buff applied by brush and scrubbed into all weld seams. In addition to weld seams, all edges, corners, bolts, and rivets shall receive a stripe coat applied at 3.0-5.0 dry mils. Vt Coat DURA PLATE 235 NSF Epoxy Buff at 4.0-5.0 dry mils. Thin only with approve thinner. 2°d Coat:Hi Solids Polyurethane, (Color to be selected by Owner) applied at 4.0 to 5.0 dry mils. Thin only with approved thinner. Yd Coat Diamond Clad Clear Coat, applied at 1.0 to 2.0 dry mils. Thin only with approved thinner. 3. Total dry film thickness shall be a minimum of 9.0 mils per SSPC-PA 2 dry film inspection standards, with exception as noted in this specification. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 09900-5 Project No. P265-606180130580 August 2009 SECTION 09900 PAINTING 2.02 GENERAL REQUIREMENTS A. All materials shall be lead-free as defined by the Consumer Product Safety Act, Part 1303. B. All zinc dust pigment contained in any zinc -rich material shall meet the requirements of ASTM D 520 Type II as regards to zinc content and purity. C. All materials for the interior of the tank shall meet the requirements of ANSI/NSF Standard 61 for potable water contact. 2.03 MATERIAL PREPARATION A. Mix and thin materials according to manufacturer's latest printed instructions. B. Do not use materials that have exceeded the manufacturer's recommended shelf life. C. Do not use mixed materials that have exceeded the manufacturer's pot life. PART 3 -EXECUTION 3.01 GENERAL A. All surface preparation, coating and painting shall conform to applicable standards of the Steel Structures Painting Council and the manufacturer's printed instructions. Material applied to the surface prior to the approval of the Engineer, or the Engineer's Representative shall be removed at the discretion of the Engineer or the Engineer's Representative, and re -applied to the satisfaction of the Engineer or the Engineer's Representative, at the expense of the Contractor. B. All work shall be performed by skilled craftsmen qualified to perform the required work in a manner comparable with the best standards of practice. Continuity of personnel shall be coordinated with the Engineer, or the Engineer's Representative. C. The Contractor shall provide a supervisor at the work site during all cleaning and application operations. The supervisor shall have the authority to coordinate work and make decisions pertaining to the fulfillment of the contract. D. Dust, dirt, oil, grease or any foreign matter on prepared surfaces that will affect the adhesion or durability of the finish must be removed by washing with clean rags dipped in an approved cleaning solvent and wiped dry with clean rags. .. E. Coating and painting systems include surface preparation, prime coating and finish coatings. Unless otherwise approved in writing by the Engineer, prime coating for the main tank structure shall be field applied. Where prime coatings are shop applied, the Contractor shall instruct suppliers to provide the prime coat compatible with the finish coat specified. Any work that is damaged during transportation, construction or installation shall be thoroughly cleaned, repaired or replaced as directed by the Engineer at the Contractor's expense. The Contractor shall use repair procedures which insure the complete protection of all adjacent primer. F. The specified repair method and equipment may include wire brushing, hand or power tool cleaning, or dry air blast cleaning. In order to prevent injury to surrounding painted areas, blast cleaning may require use of lower air pressure, smaller nozzle and abrasive particle sizes, or shorter blast nozzle distance from surface shielding and masking. If damage is too extensive or uneconomical to touch-up, then the item shall be re -cleaned and re - coated or replaced as directed by the Engineer at the Contractor's expense. G. The Contractor's coating and painting equipment shall be designed for application of materials specified and shall be maintained in first class working condition. Compressors shall have suitable traps and filters to remove water and oils from the air. Contractor's equipment shall be subject to approval of the Engineer. ,,. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-6061801305R0 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 09900-6 SECTION 09900 PAINTING H. Application of the first coat shall follow immediately after surface preparation and cleaning and before rust bloom occurs. Any cleaned areas not receiving first coat within this period shall be re -cleaned prior to application of fast coat. I. Prior to assembly, all surfaces made inaccessible after assembly shall be prepared as specified herein and shall receive the coating or paint system specified. 3.02 SURFACE PREPARATION A. The latest revision of the following surface preparation specifications of the Steel Structures Painting Council shall form a part of this specification: 1. SSPC-SP1 Solvent Cleaning The removal of all visible oil, grease, soil, drawing and cutting compounds and other soluble contaminants from surfaces with solvents or commercial cleaners using various methods of cleaning such as wiping, dipping, steam cleaning or vapor degreasing. 2. SSPC-SP2 Hand Tool Cleanine The removal of all visible oil, grease, loose mill scale, loose rust, loose paint and other detrimental foreign matter by the use of non -power hand tools. Hand tool cleaning will not remove adherent mill scale, rust and paint. 3. SSPC-SP3 Power Tool Cleanine The removal of all visible oil, grease, loose mill scale, loose rust, loose paint and other detrimental foreign matter by the use of power -assisted hand tools. Power tool cleaning will not remove adherent mill scale, rust and paint. 4. SSPC-SP5 or NACE 1 White Metal Blast Cleaning The complete removal of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products and other foreign matter by compressed air nozzle blasting, centrifugal wheels or other specified method. 5. SSPC-SP6 or NACE 3 Commercial Blast Cleaning The removal of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products and other foreign matter by compressed air nozzle blasting, centrifugal wheels or other specified method. Discoloration caused by certain stains shall be limited to no more than 33 percent of each square inch of surface area. 6. SSPC-SP7 or NACE 4 Brush -Off Blast Cleanine The removal of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products and other foreign matter by compressed air nozzle blasting, centrifugal wheels or other specified method. Tightly adherent mill scale, rust and paint may remain on the surface. 7. SSPC-SP 10 or NACE 2 Near -White Metal Blast Cleanine The removal of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products and other foreign matter by compressed air nozzle blasting, centrifugal wheels or other specified method. Discoloration caused by certain stains shall be limited to no more than 5 percent of each square inch of surface area. 8. SSPC-SP 11 Power Tool Cleaning to Bare Metal The removal of all visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products and other foreign matter. Slight residues of rust and paint may be left in lower portion of the pits if the original surface is pitted. Differs from SSPC-SP3 in that it requires more thorough cleaning and a surface profile of not less than 1.0 mil (25 microns). For areas where abrasive blasting is prohibited or not feasible. B. Slag and welded metal accumulation and spatters not removed by the Fabricator, Erector or Installer shall be removed by chipping and grinding. All sharp edges shall be penned, ground or otherwise blunted as required by the Engineer, or the Engineer's Representative C. Field blast cleaning for all surfaces shall be by dry method unless otherwise directed. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 09900-7 SECTION 09900 PAINTING D. Particle size of abrasive used in blast cleaning shall be that which will produce a 1.5-2.0 mils (37.5 microns- 50.0 microns) surface profile or in accordance with recommendations of the manufacturer of the specified coating or paint system to be applied. E. Abrasive used in blast cleaning operations shall be new, washed, graded and free of contaminants that would interfere with adhesion of coating or paint and shall not be reused unless specifically approved by the Project Manager. F. During blast cleaning operations, caution shall be exercised to insure that existing coatings, paint and surrounding properties are not exposed to abrasion and dust from blast cleaning. G. The Contractor shall keep the area of his work and the surrounding environment in a clean condition. The Contractor shall not permit blasting materials to accumulate as to constitute a nuisance or hazard to the accomplishment of the work, the operation of the existing facilities, or nuisance to the surrounding environment and properties. H. Blast cleaned surfaces shall be cleaned prior to application of specified coatings or paint. No coatings or paint shall be applied over damp or moist surfaces. I. All welds shall be neutralized with a suitable chemical compatible with the specified coating materials. 3.03 APPLICATION A. Coating and paint application shall conform to the requirements of the Steel Structures Painting Council Paint Application Specification SSPC-PAI, latest revision, for "Shop, Field and Maintenance Painting". B. Thinning shall be permitted only as recommended by the manufacturer and approved by the Engineer, and utilizing the thinners stated in Section 2.01 Paragraphs H and I. C. Each application of coating or paint shall be applied evenly, free of brush marks, sags, runs, and no evidence of poor workmanship. Care shall be exercised to avoid lapping on glass or hardware. Coatings and paints shall be sharply cut to lines. Finished surfaces shall be free of defects or blemishes. D. Protective coverings, drop cloths, masking or other suitable methods shall be used to protect floors, fixtures, equipment or any area or surface which are not to be coated or painted. Care shall be exercised to prevent coatings or paints from being spattered onto equipment or surfaces which are not to be coated or painted or surfaces that have already been painted or coated. All over sprays, spills, blast particles, dust, misapplication, etc. shall be cleaned, repaired, or replaced to the satisfaction of the Engineer. E. When two coats of coating or paint are specified, where possible, the first coat shall contain sufficient approved color additive to act as an indicator of coverage or the two coats must be of contrasting color. F. Film thickness per coat specified in Section 2.01 Paragraphs H and I are minimum required. If roller application is deemed necessary, the Contractor shall apply additional coats as to achieve the specified thickness. 3.04 COATING SYSTEMS APPLICATION After completion of surface preparation as specified for the specific system, materials shall be applied as noted in Section 2.01 Paragraphs H and I. 3.05 COLOR SCHEME The Owner shall select colors for the project for the exterior of the Ground Storage Tank. The color for the interior of the Ground Storage Tank shall be white. The Contractor shall submit a current chart of the manufacturer's available colors to the Engineer thirty days prior to the start of coating application. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 09900-8 MW SECTION 09900 PAINTING 3.06 DISINFECTION A. Disinfection of interior surfaces shall be performed in the presence of the Engineer or Engineer's Representative in accordance with all the requirements of applicable AWWA C-652 Standards and regulatory agencies. B. Disinfection shall be performed by the Contractor after protective coatings have been applied to the interior r surfaces and allowed to thoroughly cure. C. The Contractor shall submit for approval by the Engineer, as per section 01300, a Disinfection and Safety/Emergency Response Plan. The plan shall clearly indicate what containment and clean up actions the Contractor shall take in the event of an accident during disinfection operations. D. Prior to disinfecting, the complete interior shall be washed down with clean water and thoroughly flushed out. E. Disinfection shall be per ANSI/AWWA C652-02, Method 3. - 3.07 SOLVENT VAPOR REMOVAL All solvent vapors shall be completely removed by suction -type exhaust fans and blowers before placing the tank in operating service. 3.08 CLEAN-UP A. Upon completion of the work, all staging, scaffolding, containers, excess materials, trash and other debris shall be removed from the site and properly stored or disposed of by the Contractor. Coatings, paint spots oil stains over spray, blasting abrasive, or blasting dust that may have settled upon adjacent surfaces and or surrounding properties, shall be removed and the job site thoroughly cleaned to the satisfaction of the Engineer or Engineer's Representative. All damaged items resulting from the Contractor's work or persons working for Contractor's behalf, on this project, shall be cleaned, repaired, refinished or replaced to the satisfaction of the Engineer or Engineer's Representative at no cost to the Owner or the Owner's Representatives. B. Final Tank Clean-up: Prior to the final walk through the Contractor shall thoroughly clean the entire tank both interior and exterior. This includes but is not limited to the removal of all dirt, exhaust films, dust, oil, stains, air pollution, foreign films, smut, graffiti or other foreign matter. C. Final walk through for the interior and exterior of the tank may or may not occur at different times. However, the final tank clean up for both the exterior and interior should be performed as close to the final walk through date as possible. D. If the exterior or interior of the tank are cleaned and become re -soiled in any manner by pollutants as described in paragraph "3.08 - B" prior to the final walk through, the tank shall be re -cleaned by the Contractor at no cost to the Owner or the Owner's Representatives. 3.09 WARRANTY The Contractor shall warrant all work included in this section against any defects in workmanship and or product failures for a period of two (2) year from date of final acceptance by the Owner. This includes but is not limited to chipping, scaling, cracking, blistering, peeling, fading or general coating failures that may occur. The Contractor shall repair any such defects to the satisfaction of the Owner and no cost to the Owner. END OF SECTION Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Project No. P265-606180130580 Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage August 2009 Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 09900-9 SECTION 11550 FALL PREVENTION SYSTEM PART 1- GENERAL 1.01 SCOPE The Contractor shall provide all materials, parts, labor, and professional services to provide and install a fall prevention system on all access ladders on the tanks as shown on the drawings or as specified. 1.02 RELATED SECTIONS A. SECTION - 09900: Painting 1.03 REFERENCES lemI.,/1 1.04 SYSTEM DESCRIPTION A. The system shall consist of the following: 1. A rigid notched carrier rail per ladder, 2. A means of attaching the carriers easily to any structure. 3. 2 - Locking mechanisms, which travel on the carrier, 4. 2 - full body harness to connect the workman to the locking mechanism. 5. 2- Lanyards B. The complete system shall allow the worker to operate freely in a normal climbing position during ascent or descent. The device is to be installed in accordance with the manufacturer's instructions in such a manner to enable the worker to be attached to the device at all times during the climb without having to remove his hands from the ladder to operate the system effectively and to be able to easily pivot onto and off of work platforms or landings while safely attached to the device. When installed to any desired height, the fall prevention system shall be extremely rigid and combine to become an integral part of the structure. 1.05 SUBMITTALS As per Section 01300 of these specifications. PART2-PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. SAF-T-CLIMB: A fall prevention system as manufactured by the Norton Company@, Safety Products Division, Air Space Devices, P. O. Box 7500, Cerritos, CA 90701. B. Harnesses shall be Miller Model 552/UYK with Front back "D" rings and lanyard Miller model T-511 available at Grainger or approved equal. 2.02 MATERIALS A. The carrier rail, its components and the ladder clamp -mounting bracket shall be of Type 316 stainless steel inside the bowl. Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 11550-1 Project No. P265-606180130580 August 2009 SECTION - 11550 FALL PREVENTION SYSTEM B. The carrier rail, its components and the ladder clamp -mounting bracket shall be Type 316 stainless steel. C. Bolts, nuts, washers and screws shall be Type 316 stainless steel. D. The Saf-T-Lok, sleeve, safety locking mechanism shall consist of the following: 1. Sleeve: Cast from manganese bronze tensile strength of 110,000 P.S.I. 2. Locking Pawl: Tensile strength of 110,000 P.S.I. 3. Sleeve Springs: Dual stainless steel springs military specifications QQ-W-423B. 4. Roller Bearings: Six steel roller bearings Killian type SR-200-89D provide smooth travel on carrier rail. 5. Snaps and Links: The upper snap shall be drop forged steel with a proof load test of 5000 pounds. E. The safety harnesses shall consist of the following: l . Safety harness: Full body style, with chemical resistant polyester webbing, color coded shoulder and thigh straps for easy identification. Thigh/leg straps shall be tongue and buckle style. Harnesses shall have both a back D-ring and a front climbing D-ring. Harnesses shall be Miller model # 552/UYK or approved equal. 2. D-Ring: 3/8" drop forged steel. Withstands minimum tensile test of 5000 lbs. without fracture or failure. 3. Buckles: Drop forged mild steel with drop forged tongue and sheet steel roller, pull test 1/64" maximum deformation at 15,000 lbs. F. Lanyards: A 72" long by 1" wide nylon strap with a double locking snap at each end with a shock absorbing section. PART 3 - EXECUTION 3.01 INSPECTION A. All rails, components, brackets, etc., shall be on -site to complete installation. B. It must be verified that the rails and components designated for in -tank use are stainless steel. C. Determine that the rails, components, belts, saf-t-loks and lanyards are new and undamaged. 3.02 INSTALLATION The fall prevention system must be installed in accordance with manufacturer's installation instructions. 3.03 SCHEDULES The fall prevention systems shall be installed after all painting operations are completed. END OF SECTION Repainting & Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs & Renovation for Eastwood 1.5 MG Elevated Storage Facility, & Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility City of Fort Worth, Texas 11550-2 Project No. P265-606180130580 August 2009 •• PERFORMANCE BOND Bond # 5 0 5 7 6 3 2 THE STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That we (1) N.G. Painting, LP, a (2) M PartnershiD of Texas hereinafter called Principal, and (3) Suretec Insurance Comnanv. a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. i THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the 26m am day of Jan , A.D. 2V,10 , a copy of which is hereto attached and made a part hereof, for the construction of: Repainting and Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs and Renovation for Eastwood 1.5 MG Elevated Storage Facility, and Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility designated as Project No. P-265-606180130580, a copy of which contract is hereby attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and he shall satisfy all claims and demands incurred under the contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas. _ AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no charge, extension of time, alteration or addition to the terms F-1 mo of the contract or to the work to be performed thereunder, or the specifications accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, this instrumentis-executed in six counterparts each one of which shall be deemed an original, this the 26 h day of Jan , A.D., 20 fl1 ATTEST: Dawn Pults (Principal) Secretary (SEAL) Witness as to Principal 313 Mill Run, Kerrville,TX (Address) ATTEST: Theresa Krause. (Surety) Secretary (SEAL) Witness as to Surety 172 W. Austin St. Giddings, TX 78942 (Address) PRINCIPAL (4) — BY: Nick Gramatikakis 313 Mill Run, Kerrville, TX 78028 (Address) Suretec Insurance Company Surety By: Jennifer L. Smith j',S (At +ey-in-fact) - 952 Echo Lane, Ste 450, Houston, TX 77024 - \ (Address) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as the case may be (3) Correct name of Surety (4) If Contractor is Partnership, all Partners should execute Bond (5) A True copy of Power of Attorney shall be attached to Bond by Attorney -in -fact F-2 PAYMENT BOND Bond #5057632 THE STATE OF TEXAS § KNOW ALL BY THESES PRESENTS: COUNTY OF TARRANT § That we (1) N.G. Painting, LP, a (2) Partnership, of Texas, County, of Kerr hereinafter called Principal and (3) Suretec Insurance Comnanv, a corporation organized and existing under the laws of the State Texas and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto all persons, firms, and corporations who may furnish materials for, or perform labor upon, the building or improvements hereinafter referred to in the penal sum of 1,329,600.00 in lawful money of the United States to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, our heirs, executors, administrators and successors jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the 26"' day of Jan , 2010 , a copy of which is hereto attached and made a part hereof, for the consideration of. Repainting and Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs and Renovation for Eastwood 1.5 MG Elevated Storage Facility, and Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility designated as Project Number P-265-606180130580, a copy of which contract is hereto attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Chapter 2253, Texas Government Code, supplying labor and materials in the prosecution of the work provided for in said Contract, then this qW obligation shall be null and void, otherwise it shall remain in full force and effect. 10 so THIS BOND .IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Chapter 2253, and all such claimants shall have a direct right of action under the bond as provided in Chapter 2253, Texas Government Code. F-3 PROVIDE FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Texas, State of Texas, and that the said Surety, for value received, hereby stipulates and agrees that no change extension of time, alteration or addition to the terms of the contract or to the �. work be performed thereunder or the specification accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim shall be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in six counterparts, each one of which •• shall be deemed an original, this 26'h day of Jan , 20TO ATTEST: PRINCIPAL (4) — Dawn Pu 1 t s BY: Nick Gramatikakis X -- (Principal) Secretary V (SEAL) 313 Mill Run, Kerrville, TXV 78028 (Address) �itness as to Principal 313 Mill Run, Kerrville,TX Suretec Insurance Company (Address) Surety ATTEST: By: Jennifer L. Smith = (Attorne 952 Echo Lane, Ste 450, Houston, TX 77024, - (Surety) Secretary (Address) (S E A L) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as Theresa Krause hs,tQ1 the case may be MW Witness as to Surety (3) Correct name of Surety 172 W. Austin St. Giddings, TX (4) If Contractor is Partnership, all Partners should 78942 execute Bond (Address) (5) A True copy of Power of Attorney shall be attached to Bond by Attorney -in -fact 10 F-4 MAINTENANCE BOND Bond # 5 0 5 7 6 3 2 THE STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That we (1) N.G. Painting. LP, a (2) Partnership of Texas and (3) Suretec Insurance Company a corporation organized and existing under the laws of the State of Texas, as surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal M Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County, Texas, the sum of. (1.329.600.00), lawful money of the United States, for the payment of which sum well and truly be made unto said City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors, administrators, and assigns and successors, jointly and severally. This obligation is conditioned, however; that, WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth, the Owner, datedl/26/10,%or the performance of the following described public work and the construction of the following described public improvements: Repainting and Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs and Renovation for Eastwood 1.5 MG Elevated Storage Facility, and Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility all of the same being referred to herein and in said contract as the Work and being designated as Project No. P-265-606180130580; and said contract, including all of the specifications, conditions and written instruments referred to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and, WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during the period of two (2) vears after the date of the final acceptance of the work by the City; and, WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of two (2) vears ; and, WHEREAS, sad Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said period, if in the opinion of the Director, of the Water Department of the City of Fort Worth, it is necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need .. thereof to repair or reconstruct said work as herein provided. NOW THEREFORE, if said Contractor shall keep it's said agreement to maintain, repair or reconstruct said work in accordance with all the terms and conditions of said contract, these 'presents shall be null and void, and have no force or effect. Otherwise, this Bond shall remain in full force and effect, and said City shall have and recover from the said Contractor and its surety damages in the premises as prescribed by said contract. F-5 This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF, this instrument is executed in 5 counterparts, each one of which shall be deemed an original, dated 1/26/10 ATTEST: Dawn Pults (Principal) Secretary (SEAL) C)I)w A"\ Witness as to Principal 313 Mill Run, Kerrville,TX (Address) ATTEST: Theresa Krause (Surety) Secretary (SEAL) Witness as to Surety 172 W. Austin St. Giddings, TX 78942 (Address) no PRINCIPAL (4) — BY: Nick Gramatikakis 313 Mill Run, Kerrville, TX 78028 (Address) Suretec Insurance Company Surety By: Jennifer L. Smit - (Attorne -i -fact) (5) 952 Echo Lane, Ste 450, Houston,TX 770z4 (Address) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as the case may be (3) Correct name of Surety (4) If Contractor is Partnership, all Partners should execute Bond (5) A True copy of Power of Attorney shall be attached to Bond by Attorney -in -fact F-6 POA #: 4221008 y SureTec Insurance Company LIMITED POWER OF ATTORNEY Know All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents make, constitute and appoint Michael T. Siegeler, Teresa S. Muniz, Jennifer Smith its true and lawful Attorney -in -fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the ,., conditions of contracts and consents of surety, providing the bond penalty does not exceed Five Million Dollars and no/100 (S5,000,000.00) and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President, sealed with the corporate -- seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attomey(s)-in-Fact may do in the premises. Said appointment shall continue in force until 12/31/12 and is made under and by authority of the following resolutions of the Board of Directors of the SureTec Insurance Company: Be it Resolved that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf ofthe Company subject to the following provisions: Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recoozances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all .� notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 20'* of April, 1999.) In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its corporate seal to be hereto affixed this 28th day of October, A.D. 2008. SURETECINS CE COMPANY u w , B.J. Ki , resident State of Texas ss: County of Harris On this 28h day of October, 2008 before me personally came B.J. King, to me known, who, being by me duly sworn, did depose and say, fAat he asides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which executed the above instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of , Directors of said Company, and that be signed his name thereto by like order. Mldlelle Denny wry �o Stare of Texas A �up�rst ar, rota tvUl Michelle Denny, Notary P lic My commission expires August 27, 2012 I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, set out in the Power of Attorney are in full force and effect. no Given under my hand and the seal of said Company at Houston, Texas this _ �6th day of January - 2010 , A.D. M. Brent`Beaty, Assis ant Secretary Any instrument Issued in excess of the penalty stated above Is totally void and without any validity. For verification of the authority of this power you may call (713) 812-0800 any business day between 8:00 am and 5:00 pm CST. r• 0111111111 so _�� EP CERTIFICATE OF UAEILITY INSURANCE 102/01/20 ' 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 INSU"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 endorsemerrt(s) PRODUCER CON ACT MYRON F. STEVES & COMPANY NAM' NAM I FAX 1120 S CAPITAL OF TEXAS HWY, �M�t�pNoo ExIA/C.I E-MA>1 BLDG 3, #120 CUSTOCBR ADn[�RPp��,,s' PRO AUSTIN TX 78746 USTOM9tIDY' INSURER(S) AFFORDING COVERAGE NAICO INSURED INSURER A: SCOTTS➢AT,F. INSURANCTd COMPANY N G PAINTING, LP INSURER B :AMENDED 313 MILL RUN KERRVILLE, TX 7802E INSURER C: INSURER O INSURER E INSURER F COVERAGES cmnCATENUMBEF;L 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 RInUIFZ5ME1JT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH R23PECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERSN IS SUBUIE ;r TO ALL THE TERMS, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY SAID CLAIMS. LLTTRR TYPE OF INSURANCE NCE INSRALUL VfVTI POLICY NUMBER (LIM DCDmWI (M�NIDDI IXYY) LIMITS GRORALLMEIUTY EACH C 9 L11RR � $ 1,000,00 X COMMERCIAL GENERAL LIABILITY PR I t IO kG�YI rL PRFNISES IFe err„rrancel $ 100, 000 CLAIMSadADE 7 OCCUR MED FXP (Any one person) $ 51000 A Y N BCS0020901 una/zooe xllxx/zoio PERSONAL& AOV INJURY $ 11000,000 GENERAL AGGREGATE $ 2, 000, 000 GFN'L AGGREGATE LIMIT APPLIES PEI PRODUCTS- COMP/OP AGG $ 2,000,000 7S I POLICY 1 I�T LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIM IT $ (Ea accident) Al ALL OWN® AUTOS SCHEDULE) AUTOS HIRED ALITOS NON-0WNED AUTOS BODILY INJURY (Per person) S BODILY INJURY (Per accident) i PROPERTY DAMAGE S (Per accident) S $ UMBRELLA LAB OCCUR EACH OCCURRENCE $ 2, 00C, 000 X EXCESS LIAB H CLAIMS -MADE AGGREGATE $ 2,000,000 A N N XLS0055999 x>,Ytz/xsa9 u/:x/xoto DEDUCTIBLE $ RETENTION C \000 S WO tKERS COMPEN DN I WC STATU- I OTH- t. ANDEMPLOYEtS'LABILITY YIN TORYIIMITC ANY PROFPoETCRIPAMNER11E7.IECUTNE ❑ NIA E.L. EACH ACCIDENT $ M1 OFFICERIMDAEXCLUDEEP (Manclatory In NH) EL. DISEASE- EA. EMPLOYEE $ If yes, desonbo Under DESCRIPTION OF OPERATIONS below EL. DISEASE -POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICI (Attach ACORD t01 , Adfrional Remarks Schedule, Y mare apace Is recpdred) CERTIFICATE HOLDER, CITY OF FORT WORTH, IT'S OFFICERS, EMPLOYEES, AND SERVANTS AND DELTATEK ENGINEERING PRE LISTED AS ADDITIONAL INSUREDS BUT ONLY WITH RESPECTS TO THE NAMED INSURED'S BUSINESS OPERATIONS AS REQUIRED BY WRITTEN CONTRACT. IN RESPECTS TO THE ADDITIONAL INSURED THE UMBRELLA POLICY FOLLOWS FORM OF THE PRI`IARY GL. PROJECT /P265-606150130580— REPAINTING AND RENOVATION OF ALTA MESA 9.2 MILLION GALLON STORAGE FACILITY. EFF: INCEPTION CERTIFICATE HOLDER CANCELLATION CITY OF FORT WORTH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 1000 THRCCKMORTON THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. FORT WORTH, TX 76102 AUTHORIZED REPRESENTATIVE arw 30 DAY NOC-10 DAY NOC FOR NON-PAYMENT OF PREMIUM I , ©1888-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD 4 IMPORTANT if the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER ` This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmativeiy or negatively amend, extend or alter the coverage afforded by the policies listed thereon. r no ./ ACORD 25 (2009101) INS025 poomil .. i4CO OO CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYrM 11`.� I 11/18/2009 PRODUCER (979) 542-3449 FAX: (979) 542-0469 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION .. Siegeler Insurance Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 172 West Austin Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, Giddings TX 78942-3294 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Sentinel Insurance Company, 11000 N. G. Painting, LP INSURERE: 31.3 Mill Run INSURER C: - INSURER D: Kerrville TX 78028 I INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OFSUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AOD'LI PE nF INSIIRANCE DATE (MMIDONYYY1 DATE 1MMIDD/YYPOLICY NUMBER YY1 POLICY EFFECTIVE POUCY EXPIRATION I LIMITS I TR INgRET TYi GENERALLIABIUTY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence) $ CLAIMS MADE OCCUR I MED EXP (Any one person) $ PERSONAL &ADV INJURY S GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: I PRODUCTS - COMP/OP AGG $ POLICY n LOC n PRO - AUTOMOBILE LIABILITY COMBINED SINGLE UM7 $ X ANY AUTO (Ea accdent) A ALL OWNED AUTOS 65 UEC IX6937 DX 11/22/2009 11/22/2010 BODILY INJURY , SCHEDULED AUTOS (Per person) $ -- X HIRED AUTOS BODILY INJURY $ X NON -OWNED AUTOS (Peraocident) _I PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AU70 ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ ' OCCUR CLAIMS MADE I AGGREGATE s I $ DEDUCTIBLE $ — RETENTION $ $ WORKERS COMPENSATION I WC ATU-IMITI I OER- AND EMPLOYERS' LIABILITY Y f N ANY PROPRIETOR/PARTNER/EXECUTIVE I I E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ I (Mandatory in NH) E,L DISEASE - EA EMPLOYEE $ ' If yes, describe under SPECIAL PROVISIONS below E.L DISEASE - POLICY LIM17 S OTHER 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS f VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Certificate Holder, The City of Fort Worth, it's officers, employees, and servants and Deltatek Engineering are listed as additional insureds but only with respects to the Named Insured's business operations as required by written contract- Project #P265-606180130580 - Repainting and Renovation of Alta Mesa 9.2 Million Gallon Storage Facility CERTIFICATE HOLDER CANCELLATION SHOULD ANYOFTHE ABOVE DESCRIBED POLICIES BECANCELLED BEFORE THE EXPIRATION City of Fort Worth DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN 1000 Throckmorton NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Fort Worth, TX 76102 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED M T. Siegeler/CW ACORD 25 (2009/01) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025 poo9m) The ACORD name and logo are registered marks of ACORD IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemert(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (20091D1) INS025 poogol) ACORD-CERTIFICATE OF LIABILITY INSURANCE I DATE 11/1MIDDYYY9 ... 11/18/2009 PRODUCER (979)542-3449 FAX: (979)542-0469 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Sie eler Insurance en ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE g Agency HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 172 West Austin Street I ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, Giddings TX 78942-3294 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER!-- Texas Mutual Insurance 14. G. Painting, LP INSURER B: 313 Mill Run INSURER Q INSURER D: Kerrville TX 78028 I INSURER E: COVERAGE THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN I!AA,Y HAVE BEE V REDUCED BY PAID CLAIMS. INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION TRL� hRD TYPE OF INSURANCE POLICY NUMBER DATE (MMlDDlYY) DATE IMhIIDO/Y10 I LIMITS GENERAL LIABILITY AM COMMERCIAL GENERAL LIABILITY I PVA REMISES l;VIAncel $ I CLAIMS MADE OCCUR MED EXP(Anv one nerson) $ M I PERSONAL & ADV INJURY $ I I GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ PRO - F_� F� POLICY JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY , _ _ SCHEDULEDAUTOS (Per person) $ HIRED AUTOS BODILY INJURY _ NON -OWNED AUTOS (Per accident) $ - PROPERTYDAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ _ ANY AUTO OTHER THAN FA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH nr.r:I IRRFNr.F $ 7 OCCUR El CLAIMS MADE I AGGREGATE $ DEDUCTIBLE S RETENTION S S ,A WORKERS COMPENSATION AND j X I TOR Si IAMIT:; I 1 OFR EMPLOYERS' LIABILITY 1,000,000 "< ANY PROPRIETORIPARTNERIEXECUTIVE EL. EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? TSF-0012233101 3/24/2009 3/24/2010 E.L. DISEASE, EA EMPLOYEES 1,000,000 If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE -POLICY LIMIT $ 1,000,000 OTHER 011111 DESCRIPTION OF OPERATIONSILOCATIONSfaHICLESIUCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS Waiver of Subrogation in favor of Certificate Holder as required by written contract for Workers Compensation. Project #P265-6061801305BO - Repainting and Renovation of Alta Mesa 9.2 Million Gallon Storage Facility; The City of Fort Worth, it's officers, employees, and servants and Deltatek Engineering. "' CERTIFICATE HOLDER City of Fort Worth 1000 Throckmorton "r Fort Worthq, TX 76102 ,w ACORD 25 (2001108) INS025 pios).oea CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE M T. Siegeler/CW ® ACORD CORPORATION 1988 Page 7 of 2 -I IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such go endorsement(s). DISCLAIMER The Certificate of insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or after the coverage afforded by the policies listed thereon. ACORD 25 (2001l08) INS025 (oiwpaa Page 2 ot2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Article 8308-3.23 of Veron's Annotated Civil Statues, Contractor Certifies that it provides worker's compensation insurance coverage for all of its employees employed on City of Fort Worth Project Number: P-265-606180130580. Project Name: Repairing and Renovation of Alta Mesa 9.2 MG, Eastwood 1.5 MG Elevated Tank and Exterior Touchup Painting of Como 6.0 MG Ground Storage Tank. N.G Paintins. L.P. CONTRACTOR By P rk;�� Nik Gramatikakis President Title OZ 1 l0 / to Date ' ` STATE OF TEXAS COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared Nik Gramatikakis. Known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of N.G. Paintiniz. L.P. For the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 10, of Febrvc�ry 2010. _ �r �•• p ' Notary Public in and for the State of Texas y 15i111\1. Page 1 Of 1 PART G - CONTRACT THE STATE OF TEXAS § COUNTY OF TARRANT § THIS CONTRACT, made and entered into this 26 hday of January 2009 by and between the City of Fort Worth, a home -rule municipal corporation located in Tarrant County Texas, acting through its City Manager thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER" and N.G. Paintinu. L.P.. of the City of Kerrville. County of Kerr and State of Texas, Party of the Second Part. Hereinafter termed "CONTRACTOR" WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said Party of the First Part (Owner) to commence and complete certain improvements described as follows: Repainting and Renovation of Alta Mesa 9.2 Million Gallon Ground Storage Facility, Structural Repairs and Renovation for Eastwood 1.5 MG Elevated Storage Facility, and Exterior Touchup Painting for Como 6.0 MG Ground Storage Facility and all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their) own proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence, labor, bonds, insurance, and other accessories and services necessary to complete the said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or other written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's Written Proposal and other parts of the Contract Documents hereto attached, including the Fort Worth Water Department General Contract Documents and General Specifications, all of which are made a part hereof and collectively evidence and constitute the entire contract. OFFICIAL RFCORD CITY SECkETARY FT. WORTH, TX G-1 The Contractor hereby agrees to commence work within ten (10) days after the date written notice to do so shall have been given to him, and to substantially complete same within the time stated in the Proposal. The Owner agrees to pay the Contractor in current funds for the performance of _ the contract in accordance with the Proposal submitted therefor, subject to additions and deductions, as provided in the Contract Documents and all approved modifications therefor, and to make payment on account thereof as provided therein. r IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in quadruplicate the year and the day first above written. ATTEST: Mart HenPx, (SEAL) WITNESSES: City of Fort Worth, Texas (Owner) Party of the First Part By: Fernando Costa, Assistant City Manager ( f-Q4M-1 Contract Autho izatlox 1 !)ata N.G. Paintm , L.P. By: Nick at Approved for the Fort Worth City Water Department: ,Ap(1- S. Frank Crumb, PE, Water 4iii2reor Approved as to Form and Legality: Assistant City Atto n y 1 OFFICIAL, RECORD CITY SECO E'TARY „ F1 WORTH, TX G-2 APPENDIX -j Armstron Forensic Laboratory,1 For c.9 n 330 Loch'n Green Trail Arlington, Texas 76012-3458 Andrew T. Armstrong, PhD 817-275-2691 Fax: 817-275-1883 John M. Corn, MA, RS Marion K. Armstrong, MSPH, MBA, CIH August 7, 2009 Mr. John Fields Deltatek Engineering 14114 Dallas Parkway, Suite 480 Dallas, TX 75254-1337 Re: Lead in Paint Submitted By: Mr. John Fields Alta Mesa GST Deltatek Engineering AHA Mesa Tank Dallas, TX LABORATORY REPORT: A9I113796-1 Lab Number: A9-3796A-001A Client Description: AM EXT Date Received: 08/04/09 Date Sampled: 08/04/09 Sample Type: Paint Sample Volume: Not Provided Analyte Results L Reporting Units DF Method of Analysis Date Analysisof Lead 220 27 mg/kg 1 EPA 7000 08/05/09 Lab Number: A9-3796A-002A Client Description: AM INT Date Received: 08/04/09 Date Sampled: 08/04/09 Sample Type: Paint Sample Volume: Not Provided Analyte Results Reporting Limits Units DF Method of Analysis Date of Analysis Lead < 22 22 mg/kg 1 EPA 7000 08/05/09I ZI Providing a World of Services for over Twenty -Five Years Ri Page one of two Armstrong Forensic Laboratory, Inc. Report No: A9IH3796-1 Page 2 of 2 s Report Notes: 1. The samples submitted have successfully met the quality control requirements that have been established by Armstrong Forensic Laboratory's internal policies and the analytical method(s) utilized, unless otherwise noted. 2. Unless otherwise noted, sample results are not client blank subtracted. 3. Please note that Armstrong is not responsible for any errors resulting from improper or incorrect sampling procedures, atmospheric conditions at the time of sampling or during shipment, or from shipping conditions or methods. Unless otherwise noted, samples met acceptance criteria for analysis at the time of receipt. 4. Results relate only to the item(s) submitted for analysis. 5. HUD defines a Lead -Based Paint as 0.5% lead by weight (5,000 mg/kg). "M Respectfully submitted, ARMSTRONG FORENSIC LABORATORY, INC. Jgfin M. Corn, MA, RS boratory Director TDH RS Certificate 2018 AIHA Accreditation Certificate 101413 A9-3796-1.doc/ drj/ jt "a -0 %W (Blue) Blue) Dark lVFORTWORTHour Miter White - - - Bronze Funds In .fiction Background PROJECT SIGN Figure 30 A 4' 0' Dark Blue R J_ 311 Radius Scale 1'=1' .. no Plan Sheets go law 1� RI If 'WORTH F..o LOCATION MAP ALTA MESA 9.2 MG STEEL GST 4328 ALTA MESA BOULEVARD FORT WORTH, TEXAS CITY OFFICIALS MAYOR MAYOR PRO-TEM MIKE MONCRIEF SALVADOR ESPINO COUNCIL MEMBERS W.B 21MMEREMAN CARTER BURDETIE KA'TBLEENHICKS JOEL BURNS JUNGASJORDAN DANNYSCARTH CITY MANAGER DALE A. FISSELER, P.E. DIRECTOR OF WATER DEPARTMENT S. FRANK CRUMB, P.E. CITY OF FORT WORTH, TEXAS REPAINTING AND RENOVATION OF ALTA MESA 9.2 MILLION GALLON GROUND STORAGE FACILITY, STRUCTURAL REPAIRS AND RENOVATION FOR EASTWOOD 1.5 MG ELEVATED STORAGE FACILITY, AND EXTERIOR TOUCHUP PAINTING FOR COMO 6.0 MG GROUND STORAGE FACILITY PROJECT NO. P265-606180130580 LOCATION MAP 1.5 MG EASTWOOD EST 4256 STRONG AVENUE FORT WORTH, TEXAS 76105 CHARLY ANGADICIIERIL ASSISTANT DIRECTOR WATER DEPARTMENT: -� ANDREW CRONBERG, P.E. p ASSISTANT DIRECTOR Z WATER DEPARTMENT: LOCATION MAP 6.0 MG COMO GST 5870 BLACKMORE AVE FORT WORTH, TEXAS Date S ' 1 +✓ , Date Y INDEX OF DRAWINGS SHEET NO. DESCRIPTION 0 COVER 1 SITE PLAN 2 ALTA MESA ELEVATIONS & PLANS 3 ALTA MESA DETAILS I 4 ALTA MESA DETAILS II 5 ALTA MESA DETAILS III 6 ALTA MESA DETAILS IV 7 ALTA MESA DETAILS V 8 ALTA MESA DETAILS VI 9 ALTA MESA OVERFLOW BOX DETAIL 10 EASTWOOD SITE PLAN 11 EASTWOOD INTERIOIR ELEVATION 12 PLATFORM & ROOF SUPPORT DETAILS 13 COMO SITE PLAN 14 COMO ELEVATION & DETAILS �......................� r BAH M NIKNAM 53254 //rrff%rr S ONAL��\\\�~~ 1!!ll0ll\1\t� Signature: Date: W8 / —o DELTATEK ENGINEERING RBOISTRATION NUMBM1: F-0419 CIVIL STRUCTURAL RIECIRICAL BNVIRONMHtfrAL 14114 DALLAS PARKWAY, SUITE 480 DALLAS, TEXAS 75754 NOTE THESE DRAWINGS CONFORM TO INFORMATION PROVIDED BY THE CITY OF FORT WORTH WATER DEPARTMENT. Oil H a Z z w a El. IUI,6Wl uol 11 IIIIWIIIII Yjhd 111111141hll lk I'll, WIIIIII;Nli'iiIII I[I: 1111111IIIIJeIilV111;111, II � N .�L :u � Im X� I IcNii I 0 I o � IN I 2) I I Q- cn F,Ytsr/ I' I��,,IC Da`n 1' 0 OVERFLOW AND I ' DRAIN LINE EXISTING RIM - 819.97' ELECTRIC I I� FL - 815.12' METER POLE\ II PIPELINE ACCESS c MANHOLE !m UNDERGROUND ELECTRIC FEED ISOLATION VALVE 36" VALVE GRADE - 820.47 TOP NUT - 819.48 Q ccl-;St��9 Ore `he aa�te�t�;c EXISTING OVERHEAD THREE PHASE ELECTRIC ALTA MESA'GST MOTORIZED 9.2 MG I BFV WITH �i EIM ACTUATOR 230'-0" I.D. �. Ir------ 8'X5'VAULT W/ SUMP PUMP FLOOR - 820.5' HSQ PANEL OVERFLOW - 850' II LEVEL TRANSMITTER II I STAIRWAY TO (TANK ROOF —24" )MH ?• 42" DISCHARGE °Fs HEADER �qFs m e 0 X `� ` tip9 I �m -_ —►_- z ELECTRIC) `cam -- - J-BOX ` `OFF 3' X T CONC. I' Q Q �:F STORM INLET30 AMP �°�, RE EPTACLE // GRADE - 818.05' �" ` ` A �� FL=815.11' z ass coNDU►T p�fr— y., PUMP STATION 1" CONDUIT �OQM// CONO� RF ELECTRIC tr \\� J-BOX �Ge/ EL CTRIC i J-BOX i i i II II u ;if p I w ____42 " PRESTRESSED CONCR� E CYLINDER -SUCTION PIPE SSII PRESSURE PLANE_ _ _ _ _ _==1 =11 Q ---------------------_-_-----------=-------------- 1 13i EXISTING } WATER-- Q II I 1 / FIRE HYDRANT METER --To I I �— — 18_' RCP S70 XISTING FENCEL� � I 1 I T RM DRAIN _ f 42" SUCTION SEWER LINE _ n J HEADER 6" SANITARY SEWER LINE — — — _ = �// / ° — — 6" SANITARYI EXISTING FENCE _° CHLORINE SAMPLE PHONE _ ' _ POINT IN VAULT If PEDESTAL \N ' It R;S /WATER VALVE ALTA MESA BLVD. (WEST BOUND) SANITARY SEWER MH— GO\�CFZ —ISOLATION VALVE 36" GATE VALVE36 PREP cJs�O TOP NUT 816.5 IN MH GROUND - 823.41' SITE PLAN NOT TO SCALE MANHOLE ISOLATION VALVE 36" GATE VALVE TOP NUT - 823.45' GROUND - 825.11 �r NIL U z U z a - y." a Z C V Y 'm - o o � w z a- LL U) J a w W p z N 0 O a�� C�7 w p 2 w a5Q a I-w m m ZatW, on Iz o00 = OCULo<OO� W I= a � u- 0 cn0(70 FLL� w 9 � z Q o0 zU)W a a a Q :D zoo LL U � O QO wpm O -1 -10 W f- w SHEET NO, 1 OF 14 File: P:\Fort Worth City Projects\Alta Mesa\Drawings\Alta Mesa_Elevahon.dwg I Release: 17.Os (LMS Tech) Xrefs: North Beaeh_Border.dwg, Alto Mesa_Bordecdwg Station: jsimon 08// 14/09 13:28 30'-2 112" i w i N !�— -B._0_1/4" w co m N 00 mmm o N D O O �O T Z 0Ln N N ` mm mw Z 0 Zm D > D DI-0 m mlz w m Z 1 r r f Z Z c) DO <m K cf) Z0 Zm 0 w N 0 I rZ 0 N - \ \ ALTA MESA ELEVATIONS AND PLANS,.: =����1\'`E"a�llTlfty���/��i • SIGNGD BY: DELTATEK ENGINEERING O = cn ` DELTATEK ENGINEERING REPAINTING AND RENOVATION OF ALTA MESA 9.2 MILLION =*.' .. -�^- BAHRAM NIKNAM - DRAWN BY: RIMGN - —n m m REGISTRATION NUMBER: F-4419 GALLON GROUND STORAGE FACILITY, STRUCTURAL REPAIRS AND 32 • sa2ss �/ 9 .gyp REVIEWED BY: DELTATEK ENGINEERING N mq 14114 DALLAS PARKWAY, SUITE 480 RENOVATION FOR EA5TWOOD 1.5 MG ELEVATED STORAGE FACILITY, a o //�ffsQ sTc0.�o�`� � PLOT SCALL AS NOTED -..k - z0 DALLAS, TEXAS 75254 AND Q+ Ilk PHONE: 469-374-9800 EXTERIOR TOUCHUP PAINTING FOR COMO 6.0 MG GROUND STORAGE www.deltatekeng.com FACILITY FILE NA ME: PaaEcrurzn>•eoelxnuu,xn r \ FORT WORTH, TEXAS J O Q 0 DATE: AUGUST 2wPl File: P:\Fort Worth City Projects\Allo Mesa\Drawings\Alta Meso_Elevation.dwg Release: 17.Os (LMS Tech) %refs: North Beach_Bordecdwg, Alto Mesa—Bardecdwg Station: jsimon 08/14/09 13:28 C: I 1p O i r 0 m i m 11 0 8-1 in u rn �p < m o%ta m a-afa r ' u•a� aaa 8" 5r_6rr „Mnn�a o o Z Z ;u0 zC cT m o 2'-6" mD o o z c� m m z0 1 < 8m a m r- r 0 0 m D r= n I - - CYI W I mp �< IT, D' z0 5'-6" 5'-6" 30'-2 12'' z -tW 4 �v I 0 Dom m C7 ziro m m m� rm rr m °O 1 1 z i C0 X = O m p r -n D z Cn m r r rn 0 A D 0 I / 4 T C0 m m �. m Cn \\ m -Da 0 D A Z \ D T-0" O --nn r 4' 1011 0 0 O — m z z x O0 DELTATEK ENGINEERING REGISTRATION NUMBER: F4419 14114 DALLAS PARKWAY, SUITE 480 DALLAS, TEXAS 75254 PHONE: 469-374-9800 www.deltatekeng.com a; O = x to m we r z 0 0 „I 1 DO m Cn C: m -v m m C 0 0 -mrn m m O D m0 m-n 01 >� m� 00 0 M O17 { 1 � I T' ca 4'-0" U 25'-6" W D rn 27'-6" 8" ALTA MESA DETAILS I REPAINTING AND RENOVATION OF ALTA MESA 9.2 MILLION GALLON GROUND STORAGE FACILITY, STRUCTURAL REPAIRS AND RENOVATION FOR EASTWOOD 1.5 MG ELEVATED STORAGE FACILITY, AND EXTERIOR TOUCHUP PAINTING FOR COMO 6.0 MG GROUND STORAGE FACILITY FORT WORTH, TEXAS \ DLSIGNEDBY: DELTATEKENGINCUUNG DRAWN BY: J. SIMON REVIEWED BY: DELI ATEK ENGINEERING �V PLOT SCALE: AS NOTED FILENAME: PROJECT#11265-60n 180130540 DATE: AUGUST 2009 File: P:\Fort Worth City Projects\Alta Mesa\Drawings\Alta Mesa_Elevalion.dwg I Release: 17.0s (LMS Tech) Xrefs: North 8each_Border.dwg, Alta Mesa_Border.dwg Station: jsmon 08/14/09 13:29 1 I i i I Dm o —j m x m Cn Z C --I am -0 ;u 00 ;uO C Z m n 71 O Z M OL z o r oD �-n D TI m O r ALTA MESA DETAILS II \ / DELTATEK ENGINEERING REPAINTING AND RENOVATION OF ALTA MESA 9.2 MILLION s GALLON GROUND STORAGE FACILITY, STRUCTURAL REPAIRS AND -n r`na 114DALLASREGISTRATION NUMBER: P-ITE RENOVATION FOR EASTWOOD 1.5 MG ELEVATED STORAGE FACILITY, ._.a ..1 14114 DALLAS PARKWAY, SUITE 480 DALLAS, TEXAS 75254 AND PHONE: 469-374-9800 EXTERIOR TOUCHUP PAINTING FOR COMO 6.0 MG GROUND STORAGE / www.deltatekeng.com FACILITY Xr \ FORT WORTH, TEXAS � \ fit m C me �5 �'C Oc Q m m to O v Z D O ITT D) O. r m Do@ D A 0 z 0 mm 0 an ' O mrc) M Im- °m0 ox mO0 T—N 0=0 �x D Dco \ �SIGNEDBY; DEL.'KENGINLERWG DRAWN BY: J. SINION y REVIEWED BY: DIi1.TATEN ENGINEERING PLOTSCALE: AS NOTED r �� FILENAME: PROJECT AI'265.61161HU11111M DATE: AUGUS'f'_U09 j ALUMINUM HATCH WITH S.S. HARDWARE (4) NECK PL - \ I 1/4"x10" x 2'-6" TYP HINGE ASSEMBLY 3/4" DIA x 2" HINGE W/NUT W/3/4" WASHER AND - W/THREADS PEENED AFTER ? INSTALLATION M f 4" is 00 — -- -- — =T - io— - — - —- NOTE: N - OVERHANG TO CLEAR NECK I m ON HINGE SIDE I " • I HANDLE 3/4" ROD x V-0" 1/4" PL LID W/EA. CORNER NOTCHED OUT 2"x2" & W/ SIDES TOP VIEW BENT 90A FOR A 2" LIP O.A. LID = 36 1/2" SQ LOCK PL z_ NEOPRENE SEAL ENTIRE LID ASSEMBLY HINGE ASSEMBLY 1/4" ROOF Ifo o 30" x 30" INSIDE ELEVATION STANDARD 30" ROOF HATCH N.T.S. 3/4"0 THREADED ROD 5" LONG W/ 3/4" NUT & WASHER 3/4"0 STD. WT. STEEL PIPE 2" LONG O/`-2� TYPICAL GST SAFETY RAIL SCALE:NTS 1'-0" 3/4" 0 / ROUND BAR o fff 1/4 V \TMP TANK ROOF TYPICAL TIE OFF 3 SCALE:NTS 0 M 2'-6 1/4" _ V ` A A 1"0 PIPE 2" LONG 1/4" CAP (2 REQ'D) PLAT 1 1/2"0 STD. WT. STEEL PIPE C-,. 3/16 r A A tom" B-i 3/8" It BLIND FLG HANDLE �3/4" It REPAD TANK FLOOR 1/4 V 1/4" NECK Fj SHELL E 3/4" REPAD Y /4 io ih 3/8" PL MATING FLG 1/8" RUBBER GASKET 1'-2" HANDLE 3/4" 0 ROD x 12" NO WELD 7116 _ 1/2" PLATE EXISTING EXISTING SHELL PLATE SHELL PLATE 6 r, 1/4" " PLATE ; I 1 "0 BOLT 04 3/4" If 3"x 3"xY4 jr GUSSET >- P2x 1/2 PLATES 36" MANWAY DETAIL j SCALE: NTS r) 0 N N } W Z 0 W < O I- LL Q W co 0 w N it Z Q�� O = 2iUW (n Q5�: J_ I- o Q Q U) J 0 X i- LL w w 0 If: W o F- C0 -Uin006 Q I-Q W LLQ0 U) Q LL LL Z 0 O F- w Q L c Z OLL J Z U Q d Q 0 W Z 0 u- Z of Q U O O w Z ¢ O WOQ (D w ~ W W M SHEET NO. 5 OF 14 STAINLESS STEEL 16 MESH SCREENS FOR ANTI -TAMPER AND INTRUSION INTO VENT (2 ea.) FLOW PARTITIONS A-1 IMTGn T I nWFR PI A' 1' STOP BOLT)/ 6/16 WITH WING NUT 6 61 2 BELOW 1 PLATFORM RM LEVEL 6 S 1 AINLtSS S 1 t SCREEN MESH ALUMINUM BACK UP RII STAINLESS STEEL HARDWA 1/4" x 1.00'/28 THREAD (12ea 7'L 12' H I STAINLESS STEEL 36' SCREEN MESH z 0 m ANTI FALL DEVICE PIVOT DISMOUNT NOTTOSCALE FOR USE AT TOP OF CLIMB WHERE SLEEVE MAY NEED TO PIVOT OR BE REMOVED, 36' I.D. VENT OPENING STAINLESS STEEL VANDAL RESISTANT VENT 4 scxtE: n-rs ANTI FALL DEVICE PIVOT REST PIECE NOT TO SCALE RAIL _ ANTI FALL MOUNT I SECTION STUD LOCK WASHER LOCK -NUT NUT WASHER RAIL LADDER RUNG 'I RUNG CLAMP—�� LADDER (REF.) s RUNG CLAMP ASSEMBLY NOT TO SCALE Q RUNG CLAMP SPACING SHOULD BE 6' MAXIMUM. Q CONNECTING ALIGNMENT STRAP GUIDE CAP SCREWS tl I j RAIL f FLAT WASHER V OVER SLOTTED HOLE ANTI FALL DEVICE MOUNT SECTION NOT TO SCALE RAIL TO RAIL CONNECTION NOT TO SCALE FOR USE AT LANDING POINTS WHERE SLEEVE FOR USE AT LANDING POINTS WHERE SLEEVE NEEDS TO BE REMOVED FROM RAIL. NEEDS TO PIVOT, BUT DOES NOT ALLOW SLEEVE TO BE REMOVED FROM RAIL. ANTI FALL DEVICE DETAILS SCxm ns 4'-0- 4'-0' 1 1/2' SCHEDULE 40 STEEL PIPE m (I 1 I (I + 'TOE PLATE _ I I t1/2' ' 112' 0 STL. PIPE TANK ROOF PLATE POST 3' R3X3X 114 WELDED TO TANK ROOF jTYPICAL ROOF SAFETY RAIL se"" 73 o � 0 0 LADDER 4 SCALE N75 LADDER SUPPORTS Q 10'-0- MAX. NOTE: REMOVE INTERIOR LADDER INSTALL SS LADDER IN TANK INTERIOR WET. RUNGS SHALL BE NONSLIP �— SS ANTI -FALL SAF-T-CLIMB —TANK SHELL 2 1/2'x 3/8' LADDER Sl STAINLESS STEEL BOLT, NUT 8 WASHERS 1/2'0 BOLT MINIMUM SHELLTANK WELDED VS STEEL BAR SHELLTANK 3'x1Y2' MIN LADDER STRINGER SLOTTED HOLES IN STRINGER 100 `BOLTS 12' LADDER SUPPORT BRACKET SCALE:NTS E q Z J Q — QW O w LL J_ a W Cn Q O WZ N WO > U) W 0 p 0 Q )- IX o ~ Q U W J O }} 0 0F(9 - } 0 U = Z J OWO ZLLI- f- W w O Z LL J O O_ to Q Z (n W . � Q 0 a D z�0 U LL :) O Q (9 0 W Z Q Ir O W 0 Q Q Z W U D_ �. W \ r� V 0 v rn W W N O E W ? rn u M � Wz�i-a 4� FAO ¢ Q a p H ¢qa Q W Q SHEET NO. 6 OF 14 File: P:\Fort Worth City Projects\Alta Meso\D—irgs\Aitc Meso—Oatoils.dwg I Release: 17.0s (UAS Tech) Xrels: North Beach—Gorcler.dwq, Alto Mesa—Border.dwg Station: isimon 08/14/09 13:29 D IT! m 0 ;0 m 0 > m z m GREATER THAN 1/4"D AND LESS THAN 3/4' D 24--01' 14'-0" DELTATEK ENGINEERING REGISTRATION NUMBER: F-4419 —n —4 14114 DALLAS PARKWAY, SUITE 480 z DALLAS, TEXAS 75254 PHONE: 469-374-9800 www,deltatekeng.com D m 0 x m m N, c m m 111fi" OR 0 114" D T-1 C9 O z ZOO O Im CZ 70: D D D 0 ZI; m T Z. '01 M'O cz, OE F�> rtl f ALTA MESA DETAILS V REPAINTING AND RENOVATION OF ALTA MESA 9.2 MILLION GALLON GROUND STORAGE FACILITY, STRUCTURAL REPAIRS AND RENOVATION FOR EASTWOOD 1.5 MG ELEVATED, STORAGE FACILITY, AND EXTERIOR TOUCHUP PAINTING FOR COMO 6.0 MG GROUND STORAGE FACILITY - FORT WORTH, TEXAS D D 0 m m z > 0 -n �O -Z 314 D OR GREATER /I)ESIGNEDBY: DRAWN BY: ISIMON REVIEWED BY: DELTATEKENGINEERING PLOT SCALE; ASNOT13D DELTATEK ENGINEERING -ox ?V0 FILENAME: PROJECT 4P265-6061901305KE) DATE: AUGUST 2009 �'<j ZOO O Im CZ 70: D D D 0 ZI; m T Z. '01 M'O cz, OE F�> rtl f ALTA MESA DETAILS V REPAINTING AND RENOVATION OF ALTA MESA 9.2 MILLION GALLON GROUND STORAGE FACILITY, STRUCTURAL REPAIRS AND RENOVATION FOR EASTWOOD 1.5 MG ELEVATED, STORAGE FACILITY, AND EXTERIOR TOUCHUP PAINTING FOR COMO 6.0 MG GROUND STORAGE FACILITY - FORT WORTH, TEXAS D D 0 m m z > 0 -n �O -Z 314 D OR GREATER /I)ESIGNEDBY: DRAWN BY: ISIMON REVIEWED BY: DELTATEKENGINEERING PLOT SCALE; ASNOT13D DELTATEK ENGINEERING -ox ?V0 FILENAME: PROJECT 4P265-6061901305KE) DATE: AUGUST 2009 �'<j O Im CZ 70: D D D 0 ZI; m T Z. '01 M'O cz, OE F�> rtl f ALTA MESA DETAILS V REPAINTING AND RENOVATION OF ALTA MESA 9.2 MILLION GALLON GROUND STORAGE FACILITY, STRUCTURAL REPAIRS AND RENOVATION FOR EASTWOOD 1.5 MG ELEVATED, STORAGE FACILITY, AND EXTERIOR TOUCHUP PAINTING FOR COMO 6.0 MG GROUND STORAGE FACILITY - FORT WORTH, TEXAS D D 0 m m z > 0 -n �O -Z 314 D OR GREATER /I)ESIGNEDBY: DRAWN BY: ISIMON REVIEWED BY: DELTATEKENGINEERING PLOT SCALE; ASNOT13D DELTATEK ENGINEERING -ox ?V0 FILENAME: PROJECT 4P265-6061901305KE) DATE: AUGUST 2009 �'<j rtl f ALTA MESA DETAILS V REPAINTING AND RENOVATION OF ALTA MESA 9.2 MILLION GALLON GROUND STORAGE FACILITY, STRUCTURAL REPAIRS AND RENOVATION FOR EASTWOOD 1.5 MG ELEVATED, STORAGE FACILITY, AND EXTERIOR TOUCHUP PAINTING FOR COMO 6.0 MG GROUND STORAGE FACILITY - FORT WORTH, TEXAS D D 0 m m z > 0 -n �O -Z 314 D OR GREATER /I)ESIGNEDBY: DRAWN BY: ISIMON REVIEWED BY: DELTATEKENGINEERING PLOT SCALE; ASNOT13D DELTATEK ENGINEERING -ox ?V0 FILENAME: PROJECT 4P265-6061901305KE) DATE: AUGUST 2009 �'<j ALTA MESA DETAILS V REPAINTING AND RENOVATION OF ALTA MESA 9.2 MILLION GALLON GROUND STORAGE FACILITY, STRUCTURAL REPAIRS AND RENOVATION FOR EASTWOOD 1.5 MG ELEVATED, STORAGE FACILITY, AND EXTERIOR TOUCHUP PAINTING FOR COMO 6.0 MG GROUND STORAGE FACILITY - FORT WORTH, TEXAS D D 0 m m z > 0 -n �O -Z 314 D OR GREATER /I)ESIGNEDBY: DRAWN BY: ISIMON REVIEWED BY: DELTATEKENGINEERING PLOT SCALE; ASNOT13D DELTATEK ENGINEERING -ox ?V0 FILENAME: PROJECT 4P265-6061901305KE) DATE: AUGUST 2009 �'<j 6'-3" TANK SHELL CUT EXISTING OVERFLOW PIPE INSTALL 90' MAKE PENETRATION IN TANKS SHELL. EXTEND OVERFLOW PIPE OUT TO NEW OVERFLOW STRUCTURE. SUBMIT SHOP DRAWING SEALED BY A TOP OF SPLASH WALL PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF TEXAS (4) #3 08" O.C. HORIZONTAL _ o NEW 12"0 PIPE -(5) #3 08" O.C. AND FLAP VALVE;7\ �. VERTICAL. (EXTEND 8" TYP.., 1'-6" INTO LOWER WALL) TOP OF WALL �'1 TOP OF GRTG 4" X 1'-6" MOW STRIP •� `O 1-� I� MIN. WWF REO'D (TYP) 1 I .< j �r�SSTEELUPPORT i --S EEL PE FINISH GRADE / J FINISH GRADE I SUPPORT_ SEE TYPICAL GRATING 7 DETAIL THIS SHEET 8� I a d #4 ® 12" O.G. B^ _ _ - CNTR EA. WAY 12" DIA PVC C900 4000 PSI a CONCRETE it �T) .G ITYPICAL co #4 ® 12" O.C. TING OVERFLOW EXISTING 1 -6STRUCTURE FINISHED - I � —� _ `#4 ® 12" O.C. CENTERED EA. WAY SECTION A NOT TO SCALE OVERFLOW PIPE MODIFIED SECTION NOT TO SCALE 5'-0" POSITIVE HINGE PIN --.��-�� STOP B6" 4'-0" 6" 3 I O 2'-6" 6'-3" _— FSIDE STRUCTURE COVER SPRING PIN TOP OF6" 5'-3"6" SPLASH WALL SEE TYPICAL GRATING LIFT LUG FRONTSTRUCTURE DETAIL THIS SHEET VIEW 1 1/ 3'-1 1/2"4" ALUMINUM GRATING SPLITINTO TYP. ,2" DIA PVC C900 TWO SECTIONS r� DRAIN PIPE / LU 0 Z J OXa J J_ Q w 0 Q w H "K w °'QO Q O c U WHO HUH O O o m J W> <'nW. U) Y.. oZ-�oo�= - LL °Q�QOQ0 O zO � Zoo to, U) 0 lO w zcnw a ¢0W Q ZOO lL Z U Q Q C� 0 O wza of O Of > o (D w F- W \ ( CORNER BARS 4 ® 12" TYP ' ' BODY _/_# IN CENTER OF WALL I TOP OF GRT'G i 4" X ,'-6" MOW STRIP FLAP VALVE DETAIL 1 '\ MIN. 6 X 6 WWF II REINFORCING - ` SCALE: 1 1/2" = i'-0" cr x CONT. 1/4" 1 /4" CL. /4" y� a:1 F^HsJI n I -'Q THK. ALUM. iv ALUM. GRATING Cl. oho ANGLE. w 1/4" THK.x 1" WIDE 1 1 4" TOP Of GRATING TO W v F o 4i _ ° > ALUM. STRAP ANCHOR MATCH TOP OF 6" g AT 2'-0" C/C ADJACENT CONCRETE�zWj u• N o >_ A w WELDED TO ANGLE. 1" I I o i--i W rn a 3 co * cb d �j M U #4 ® 12" O.C.' `I �a ` —� ANGLE DEPTH DEPENDS SEE NOTE 1 Nt �`�' z '�• W $ °' - I - I - CNTR EA. WAY �n ON GRATING HGT. (BELOW) W Q F V o E --I- I SEE NOTE , d .. - O 4l v°1 4" X 1'-6" MOW STRIP ) d ° 2•-0^ MIN. 6 X 6 WWF ( - --- -- I .,•:a�� _ W F Q ,Qj Zp 3 / ® REINFORCING \ - J _ �.r�``•','�iks C.J. CONT. ALUM. ANGLE/ p °' 3 (® I DIA? STAIN ESS/STEEL W TO BE FIELD DETERMINED WEDGE TYPE EXP. MOW STRIP TO BE POURED 1/2" EXP JT MATERIAL #4 ® 12" 0.(L-J BOLTS AT 2'-0" C/C. a a. o FROM OVERFLOW STRUCTURE TO -HE ALL AROUND EXIST TANK PEDESTAL CNTR EA. WAY NOTES: ^ USE 1/2" EXP JT MATERIAL 12" DIA PVC C900 F--1 BETWEEN EXIST AND NEW CONC. #4 ® 12" O.C. 1. ATTACH GRATING TO SUPPORT ANGLES WITH STEEL CUPS N a OR STEEL BOLTS SPACED AT 2'-0" MAX. CENTERS. PLAN OF NEW OVERFLOW STRUCTURE 1 6 SECTION B ALMINUM GRATING SUPPORT DETAIL NOT TO SCALE m NOT TO SCALE N- SHEET NO. m g _ OF 1 v�� Poe: P:\Fort Worth Gly Projects\Eastwood EST 2009\Drawings\Eastwood_Elevations.dwg I Release: 17.Os (LMS Tech) Xre1s: North 8each_Border.dwg, Alta Mesa_Bordecdwg Station: jsimon 0B/14/09 13:42 I I I I I I O 77 Li Li I m m C I I ° z I I m z I n m c3 I O 0m Z 0 m m �����m m mo < D C El I( It D m ZoAl rnm o I Ay I wail 00 zOU) I mz o0 o ;0 ram I O m! r- 1 m r I D N Z IA 1 ID Irn Iz _ m z z m I I ' I I I ! I ` — La _ _ I TO EASTSIDE ,",_PUMP STATION J PATE DR. �1 o0l ° to I <4 Tn C mOI �ml I DELTATEK ENGINEERING REGISTRATION NUMBER: F-4419 14114 DALLAS PARKWAY, SUITE 480 DALLAS, TEXAS 75254 PHONE: 469-374-9800 www.deltatekeng.com EASTWOOD SITE PLAN REPAINTING AND RENOVATION OF ALTA MESA 9.2 MILLION GALLON GROUND STORAGE FACILITY, STRUCTURAL REPAIRS AND RENOVATION FOR EASTWOOD 1.5 MG ELEVATED STORAGE FACILITY, AND EXTERIOR TOUCHUP PAINTING FOR COMO 6.0 MG GROUND STORAGE I FACILITY /J \ FORT WORTH, TEXAS / \ Cn ;D O Z C m yDESIGNED BY: DIiLTATCI: I:NGINEEIi1N(i tr 't* % DRAWN I": J. SIMON BANRAM NIKNAM 53254 RC•VIEWED BY: DELTATEK ENGINEERING Gfj ��sTGP'''0� PLOT SCALE: AS NOTED r I OMAL C �� 1 Illil\1\�� FILENAMC: PROJECT NP20-606180130580 �j / DATE: AUQUST24109 File: P:\Fort Worth City Projects\Eastwood EST 2009\Drowings\Eastwood—Elevations.dwg i Release: 17.Os (LMS Tech) %ref;: North Beach_Border.dwg, Alta Mesa_Border.dwg Station: jsimon 0/8/14/09 13:42 I` A O O O D D n r- r 71 Az z A m C 0 m 0G m m m n O - 0 O �" 1 I --- ------ O r z m ---------------------------------------- 7 ---71 I ---------------------------------------I---------------------- '---------------------------------------------------------------------___--I— ` ----------------^---------------------I------------------ I \ 0 O It I1 \ D ------------------------------ I Ire __---J 1 0 r ---------------------------------- -- it m ��-------------------------------r / I m II z o m r o ill -1 -- ------ o l I L II II 0-1 , —f iL s II t \ 1 I —,4 ------------------------------- itI --- —\`i=------------- ' ------------------- r Z ---------------------------------------<------------------------�--�f� —`� — — -- —r —I--F —I-,!.Z-- 1 r "-- r; -__�Ico 000i y zz z - ------------- ------ ---------------------rd ---� 1 I 7J -i Z f O 0 -- _ II ------------ y I I Z= m / 1— —I OCR / m __ ---------------------------------------I---------------------------------�,—'�\� \ � I I / J)-----------------------------------------I---------------------------------- -1—\�—Dim \ \ II 00 r m -m4 r in m O �x n n � m m'mrt m IT Ian r X m E in rn in 0 90 in in o >= m m � c) Z m m m-p r 0 0r z m o CO) m m 45'-0" 97'_6" _ _ 35'-0" _ { I p _ DELTATEK ENGINEERING �jj m REGISTRATION NUMBER: F-4419 ,mj 14114 DALLAS PARKWAY, SUITE 480 z DALLAS, TEXAS 75254 PHONE: 469-374-9800 www.deltatekeng.com ® 132'-6" EASTWOOD INTERIOR ELEVATION REPAINTING AND RENOVATION OF ALTA MESA 9.2 MILLION GALLON GROUND STORAGE FACILITY, STRUCTURAL REPAIRS AND RENOVATION FOR EASTWOOD 1.5 MG ELEVATED STORAGE FACILITY, AND EXTERIOR TOUCHUP PAINTING FOR COMO 6.0 MG GROUND STORAGE FACILITY \ FORT WORTH, TEXAS \ DESIGNEDBY: DELTATEK ENGINEERING DRAWN BY: J. SIMON REVIEWED BY: DELTATEK ENGINEERING / PLOTSCALE: AS NO rED FILENAME: PROJECT nP265-6061401 Jay%a DATE: AUGUST 21101 CL TANK L T- HWL ROOF SUPPORT DETAILS SCALE: 3/4' = V-0" BOTTOM CENTER THRUST RING DETAIL SCALE: 3/4" = V-0" WELDED CONNECTION �1"DIA. ROD TURNBUCKLE - AND D STUB ENDS .�. - -1`, M -- WELDED SOW 35'-9 19/32" 37'-5 3/32' SPIDER ROD DETAIL 6" SCALE: 11/2" = l'-0' 1 1/4" 3" 1 3/4' `15/16 DIA 5" x 5, x 1/2" / BOTTOM CENTER RING � I N 1/2' PLATE) CLIP 1 DETAIL SCALE: 3/4" = V-0" o 0 0 8' " ILL- 6" 2" I d 1" C ALES C9 c. N I •- (V a /2" 2" } R 3/8' PLATE 15/16 DIA SEAM CLIP 2 DETAIL SCALE: 3/4" = V-0" 4 5/16" DIA HOLE /8" CLEVIS 3° I 10 1/2' _ 13" 4'-10" (NEW PLATFORM) �U) o 0 J_ J 1'-1 3/4" 10 5/8" I 12" 12" 5" Z Q Z Q U O F- 0 < f- LL 0 maw w O z 4 LAD )ER N of O O Q�� c� W Q�H o �\ LL < � W O / O w 2 -o III Q U { LL O FT OoIf WO Z F �, 1/4" GALV. o Z U` O F CHECKERED PLATE ILL ' Z LL O WITH 3/4" DIA. < 0 O� cA d / DRAIN HOLES J Z (A W a AT 18" O.C. E. WAY d Q 0 :D ZOO U /__/ Z0Z O — — ��/e—/ --- _— Q QUO P 3:w0Q O U) Lr OO Or W W 0W w 1 1/4 k /TYP V-4 1/2i NEW LADDER NEW LADDER EXISTING RISER NEW PLATFORM DETAILS SCALE:NTS v o v rn � w w�v=i�o a 42o zzw� w Z F o 9 E Q j 0 3 06 c7 a a� w Q SHEET NO. 12 OF 14 File: P:\Fart Worth City Projects\Alta Mesa\Drawings\C0M0 CST.DWC I Release: 17.0s (LMS Tech) %refs: Alta Meso_Barder.dwg Station: jsimon 08/14/09 13:28 ii lI& A X I X X N u C2 A I m x I 1 1 - v O mti1 X m'0 I m� �" X< I rD; m o *NA I I I �o D(Tr�� co i 0 0 C D N D�z n my - 1 a �y I 1 I co m a) z yy mx m�A 1 ' �mz I cl a� ITT X m3m I I m DI Y{ A l 11 \�-- 17 _ J � m 1 0 20�_0„ p ` = m m m 0 m ` I I D o ,C: 1 D I�oo O I 1�-i1 C DO IZ! m �I C o - --- O o m K D m o ITT -o m3 o I m ;-1— C D r O Z ITT r D T Z C -- N 110— — — N p C4 DELTATEK ENGINEERING m REGISTRATION NUMBER: F-4419 - W .m-1 14114 DALLAS PARKWAY, SUITE 480 ZO DALLAS, TEXAS 75254 PHONE: 469-374-9800 www.deltatekeng.com RESIDENT HOUSES BRYANT IRVIN RD. %t (NI .rcr 1 r �/t mv�iAi_n x X X NORTH 266.00 i O 0 0 ep9 �o v X z 3 n m oz c� � rD- Cn� m x m .n r v_ �m m I rn I x 3 l7 I m X O FIT X cf) i 0)w O zn ITT �� O I �1 ! rn � Q I q 175' SOUTH 266.00' — CONCRETE SIDEWALK V � N — a'�',Iil�1�j•,jJ' LITTLEPAGE ST. COMO SITE PLAN =*' REPAINTING AND RENOVATION OF ALTA MESA 9.2 MILLION '*`• GALLON GROUND STORAGE FACILITY, STRUCTURAL REPAIRS AND qsn RENOVATION FOR EASTWOOD 1.5 MG ELEVATED STORAGE FACILITY, AND EXTERIOR TOUCHUP PAINTING FOR COMO 6.0 MG GROUND STORAGE FACILITY FORT WORTH, TEXAS �v \llllllltttl DESIGNED nY: DELTATEA ENGINEERING •,* i DRAWN BY: J. SIMON 4M AM C ..I 5325�•- REVIEWED BY: DELTATEK ENGINEERING ? 1 STGP�o'•'�`i i 'ONAL fN \� PLOT SCALE: AS NOTED /// FILENAME: PROJECT 11111,1,1161111305tlU DATE: AUGUST20U9 v J DECOR STEEL (TYP. a E F 0 2 E LLx�\ io M 164'-0"t ELEVATION NOT TO SCALE 36" STEEL PIPE CUT IN HALF 42" INLET/OUTLE W/BAFFLE-\ WA ORNAMENTAL STEEL PIPE COLUMN DETAIL EXISTING 6.0 MG TANK WALL 1 4" THK. NEOPRENE I OLATION GASKETS, TYP. PLAN (NTS) TOP OF TANK J 4" x 4" x 1/2" THK. ANGLE WELD TO TANK FOR BOLT CON] i" 0 STEEL PIPE CUT IN HALF DECORATIVE CORNICE @ TOP RIM OF HOOK (TYP.) TANK VM 0 i 0 r 3/4" HARD COPPER PIPE W/ 3/4" NIPPLE DRILL 3/4" �»» HOLE IN BOTTOM OF CORNICE FOR DRAINAGE \ WELD NIPPLE TO CORNICE INSTALL 3/4" COPPER ADAPTER EPDXY PIPE `I - CLIPS @ 5' TO SWEAT FIT SHELL ALL COPPER BEHIND JOINTS PILASTER INSIDE —,! 1 G HOOK (TYP.)� EXISTING CONCRETE FOOTING T SECTION (NTS) EXIST. VENT (TYP.) EXIST. TANK �. CORNICE (TYP.) SEAM WELD CONTINOUS--� e 516' t LF ;IRCUMFERENCE e „9 EXISTING DECORATIVE COLUMN (TYP. OF 12) TANK WALL EXISTING CORNICE NOT TO SCALE LIMITS OF PILASTER RINGWALL r r :3 z Of z 0 3/4" PIPE CLIP w ANCHORED TO w o RINGWALL WITH 1/4" ~ ¢ ANCHOR BOLTS HILTI 'v OR APPROVED EQUAL. CLIP SHALL BE GALVANIZED. CORNICE TAP DETAIL NOT TO SCALE EXISTING DECORATIVE CORNICE EXISTING 36" DIA. STEEL PIPE COLUMN o� ❑ w a z¢U O Oaf< J�ww ❑ z N � �ag�wo C.)Ww�o (D D2Uw 0Qww cn ZLL�W o0ro O 0 W 0rF Z J D a J 2 Q Q LL waw0 LL< o Z _1W00 Z O w�� Wood LL 0- 0 zz a OZZO LL UQ�o O w z Q O� O w (9 w X w SHEET NO. 14 OF 14