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HomeMy WebLinkAboutContract 31493 CITY , SECR"ETARV i � D.O.E. FILE FfC7Y SECRETARY� CcIATRAC I NO. , SPECIFICATIONS CONTRACTOR'S BONDING D CO. AN CONTRACT DOCUMENTS 'CONSTRUCTION'S Copy CLIENT DEPARTMENT MALCOLM & HAYNIE STREET FROM CRAIG STREET TO LANCASTER AVENUE PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET r , CITY OF FORT WORTH REFERENCE NUMBER C-19818 WATER PROJECT NUMBER PW53 531200 060530177800 SEWER PROJECT NUMBER PS58 531200 070580176130 T&PW PROJECT NUMBER GR76 539120 005206771810 DOE NO(S) 4062,4063 K-1851, X-15500 IN THE CITY OF FORT WORTH, TEXAS 2004 MIKE J. MONCRIEF CHARLES R. BOSWELL ? QF• MAYOR INTERIM CITY MANAGER 00 *' *r'01r *: . / BO VAN CUNG j DALE A.FISSELER, P.E. /............................. ....� DIRECTOR, WATER DEPARTMENT �r�• 51744 ROBERT W. GOODE P.E. DIRECTOR, TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAKER, P.E. � DIRECTOR, DEPARTMENT OF ENGINEERING t 0 - 2—2-oG m� 6111 1 03-04-05P12 : 05 RCVD �.. I ( ARCHITECTS ENGINEERS PLANNERS 1 5910 W. PLANO PARKWAY,SUITE 200 PLANO,TX 75093 (972)661-5626 (972)661-5614 FAXVL / 1C1 I � I L RIGINAL WWWMVFWK0C4r9 Council Agenda I M&C I Employee Directory I Morning Report I AAs I P4 I IT Online I Departments I Site Map Rome Print M&C COUNCIL ACTION: Approved on 2/8/2005 - Ordinance No. 16288-02-2005 DATE: 2/8/2005 REFERENCE NO.: **C-20515 LOG NAME: 30MALCOMHAYNIE CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: Adoption of Appropriation Ordinance and Authorize Execution of a Contract with Stabile &Winn, Inc. for Pavement Reconstruction and Water and Sanitary Sewer Replacements on Malcolm Street from Craig Street to Lancaster Avenue and Haynie Street from Craig Street to Lancaster Avenue (DOE 4062 and 4063) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of$369,261.41 from the Water& Sewer Operating fund to the Water Capital Project Fund in the amount of$159,385.18 and Sewer Capital Fund in the amount of$209,876.23; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriation in the Water Capital Project Fund in the amount of$159,385.18 and Sewer Capital Project Fund in the amount of $209,876.23, from available funds; and 3. Authorize the City Manager to execute a contract with Stabile &Winn, Inc. in the amount of$547,750.20 for pavement reconstruction and water and sanitary sewer replacements on Malcolm Street from Craig Street to Lancaster Avenue and Haynie Street from Craig Street to Lancaster Avenue. DISCUSSION: On June 21, 2002, the Handley Neighborhood Association received the City's 13th Model Blocks Program award of$1.2 million, which included the street improvements for both Malcolm and Haynie Streets from Craig Street to Lancaster Avenue in the Handley Model Block area. As part of this neighborhood iprove- ment program, the Model Blocks steering committee set aside $459,768.00 for the street improvement project. On October 21, 2003 (M&C C-19818), the City Council authorized the City Manager to execute an engineering agreement with HNTB Corporation, Inc. to prepare plans and specifications for pavement reconstruction and water and sanitary sewer replacements on Malcolm Street from Craig Street to Lancaster Avenue and Haynie Street from Craig Street to Lancaster Avenue. This project was advertised to have three different options not to exceed the existing funds for construction available for these streets. Option One included the reconstruction of both Malcolm Street and Haynie Street with 6-inch hot mix asphalt concrete over an 8-inch stabilized sub grade; new concrete, curb, gutter, driveways and sidewalks as indicated on the plans. Option Two included reconstruction of only Malcolm Street. Option Three included reconstruction of Malcolm Street with a 3-inch application of hot mix asphalt concrete over 8 inches of pulverized sub grade. The Water Department has determined that the severely deteriorated sanitary sewer lines require replacement prior to street reconstruction on Malcolm Street and that the water and sanitary sewer lines require replacement on Haynie Street. The project was advertised for bid October 7 and October 14, 2004. On November 18, 2004, the following bids were received: Bidder Option One Option Two Option Three Time of Contract Stabile &Winn, Inc. $723,991.70 $547,750.00 $648,073.30 120 Working Days McClendon Construction Co., Inc. $744,396.00 $562,814.80 $668,965.60 Peachtree Construction Ltd. $833,946.10 $649,629.90 $745,933.20 After reviewing all the bid proposals and recommendations from the Housing Department, who previously met with the area neighborhood association during a public meeting, City staff recommends Option Two for construction based upon available funding. The reconstruction of Malcolm Street will be completed first and an inter-local agreement with either the Transportation and Public Works Department or Tarrant County will be entered for resurfacing of Haynie Street. In addition to the contract amount, funding in the amount of$23,078.83 (water$9961.57 and sewer $13,117.26) is required for associated water and sanitary sewer construction inspection and survey costs. The contingency funds to cover change orders for water and sanitary sewer work are $16,484.88 (water $7,115.41 and sewer$9,369.47). The contingency fund required for paving reconstruction is $10,902.61. Stabile &Winn, Inc. is in compliance with the City's M/WBE Ordinance by committing to 4% M/WBE participation and documenting good faith effort. Stabile &Winn, Inc. identified several supplier opportunities. However, the M/WBEs contacted in the identified areas did not respond. The City's goal on this project is 22%. The project is located in COUNCIL DISTRICT 5, Mapsco 80J. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval and completion of recommendation No. 1 and the adoption of the attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of the Water and Sewer Capital Projects Fund and the Grants Fund. TO Fund/Account/Centers FROM Fund/Account/Centers 1&2� $159,385.18 1&2)PE45 538070 609020 $159,385.18 2)PW53 531350 030580177800 $9,961.57 16PE45 538070 709020 $209,876.23 2)PW53 541200 060530177800 $149,423.61 3) $149,423.61 2)PS58 531350 030580176130 $13,117.26 3)PS58 541200 070580176130 $196,758.97 2)PS58 541200 070580176130 $196,758.97 3 GR76. 539120 005206771810 $218,052.20 1&2)PS58 472045 070580176130 $209,876.23 Submitted for City Manager's Office by: Marc Ott (8476) Originating Department Head: A. Douglas Rademaker (6157) Additional Information Contact: A. Douglas Rademaker (6157) ATTACHMENTS 30MALCOMHAYNIEORD.i)df CI'T'Y OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 4 TO THE PLANS, SPECIFACTIONS ANDCONTRACT DOCUMENTS FOR JMALCOLM & HAYNIE STREET FROM CRAIG STREET TO LANCASTER AVENUE PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE l WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET D.O.E.NO(S) 4062,4063 BID RECEIPT DATE: 1:30 PM,NOVENIBER 18, 2004 ISSUED: NOVEMBER 11, 2004 This Addendum No.4 forms a part of the Contract Documents referenced above and modifies the Original Contract Documents and Plans. Acknowledge receipt of this Addendum in the space 1 provided below,in the Proposal (page 42 of 43) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this Addendum could subject the bidder to disqualification. The Plans Specification documents for Malcolm and Haynie Street from Craig Street to Lancaster Avenue are hereby revised by Addendum No.4 as follows: A. The Proposal is revised as follow: 1) Change quantities and unit from SF to LF for Pay Items "Temporary Pavement Repair I "and"Permanent Pavement Repair." 2) Change unit from EA to LF for Pay Item"8-Inch PVC,SDR 35, Sanitary Sewer Pipe." 3) Change quantities for Pay Items "Crushed Lime Stone" and "Remove/Replace Existing Chain Link Fence and/or Gate," 4) Add Pay Items "Abandon Existing 6" Sanitary Sewer Line, (As Directed by the Engineer)," "Concrete Removal," "Adjust Cleanout," "Remove/Relocate Rock Wall;" "Remove/Relocate Concrete Wall;" and"Remove/Relocate Railroad Tie Wall." 5 Therefore,replace the entire proposal with the attached revised proposal. Addendum No.4 Page 1 of 2 Nov 11,2004 E c B)Special Provisions (TPW): Delete pages 9 through 17 of 17 and replace with the attached pages 9 through 12 of 17. All other provisions of the addendums,plans, specifications and contract documents for the project which are not expressly amended herein shall remain in full force and effect. The Contractor shall acknowledge receipt of this Addendum in the space provided below, in the Proposal (page 42 of 43) and acknowledge receipt on the outer envelope of your bid. Failure to return a signed copy of the addendum with the proposal shall be grounds for rendering the bid non-responsive. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. RECEIPT ACKNOWLEDGE: A.Doug as Rademaker�P.E:,Di 'ctar B ' u B Y. .•4 sem^,.., e PE,iC�anager Engineering Services r F t { Addendum No.4 Page 2 of 2 Nov 11,2004 CITY OF FORT WORTH,TEXAS DEPARTMENT OF ENGINEERING SPECIAL PROVISIONS FOR: PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS WATER AND SANITARY SEWER RECONSTRUCTION WATER PROJECT NO.PW53 531200 060530177800 SEWER PROJECT NO.PS58 531200 070580176130 T&PW PROJECT NO: GR76 539120 005206771810 FILE NO. K-1851 DOE#: 4062,4063 1. SCOPE OF WORK: The work covered by these plans and specifications consist of the reconstruction of water,sewer and paving designated and is 6"HMAC and an 8"Soil-Lime treated subgrade. The proposed curb and gutter is 7"concrete curb with F-6"concrete gutter. The proposed sidewalk is standard 4"concrete sidewalk. The work shall include all other miscellaneous items of construction to be performed as outlined in the plans and specifications, which are necessary to satisfactorily complete the work. 2. AWARD OF CONTRACT: Bid:This project is designed as three units with three bidding options: OPTION L• UNIT 1:Water Line Replacement on Haynie i Project Number:PW53 531200 060530177800 UNIT IL• Sewer Line Replacement on Malcolm and Haynie Project Number:PS58 531200 070580176130 UNIT III:Pavement Improvements on Malcolm and Haynie Project Number: GR76 539120 005206771810 DOE#:4062,4063 OPTION II: UNIT 1:Water Line Replacement on Haynie Project Number:PW53 531200 060530177800 UNIT II: Sewer Line Replacement on Malcolm and Haynie Project Number:PS58 531200 070580176130 UNIT III:Pavement Improvements on Malcolm Project Number: GR76 539120 005206771810 DOE#:4062,4063 Addendum No.4 SP(T&PW)Page 1 of 17 Nov 11,2004 CITY SFCRFTARY �r D. O,E. FILE CITY SEGRETAR1"� SPECIFICATIONS GNTRACTOR�� BONDING AND Co. CONTRACT DOCUMENTS •`'GNSTRUCTION'S COpy CLIENT DF'PARTMENT MALCOLM & HAYNIE STREET FROM CRAIG STREET TO LANCASTER AVENUE PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET CITY OF FORT WORTH REFERENCE NUMBER C-19818 WATER PROJECT NUMBER PW53 531200 060530177800 SEWER PROJECT NUMBER PS58 531200 070580176130 T&PW PROJECT NUMBER GR76 539120 005206771810 DOE NO(S) 4062,4063 K-1851, X-15500 IN THE CITY OF FORT WORTH, TEXAS 2004 MIKE J. MONCRIEF CHARLES R. BOSWELL "y tt MAYOR INTERIM CITY MANAGER * it .. BO VAN CUNG i DALE A. FISSELER, P.E. f............................. : DIRECTOR, WATER DEPARTMENT rr� 51744 t t FS•?l STS' vti,- ROBERT W. GOODE, P.E. DIRECTOR, TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DEPARTMENT OF ENGINEERING I C9 -rwT"-,,Ilq j j - � 03-04-05P12 : 05 RCVD ._ LJLILJ ARCHITECTS ENGINEERS PLANNERS 5910 W.PLANO PARKWAY,SUITE 200 j PLANO,TX 75093 JSG� � (972)661-5626 (972)661-5614 FAX - �-A� IRIGINAL CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 4 TO THE PLANS, SPECIFACTIONS ANDCONTRACT DOCUMENTS FOR MALCOLM & HAYNIE STREET FROM CRAIG STREET TO LANCASTER AVENUE PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET D.O.E.NO(S) 4062,4063 BID RECEIPT DATE: 1:30 PM,NOVEMBER 18, 2004 ISSUED: NOVEMBER 11,2004 This Addendum No. 4 forms a part of the Contract Documents referenced above and modifies the Original Contract Documents and Plans. Acknowledge receipt of this Addendum in the space I provided below,in the Proposal (page 42 of 43) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this Addendum could subject the bidder to disqualification. The Plans Specification documents for Malcolm and Haynie Street from Craig Street to Lancaster Avenue are hereby revised by Addendum No.4 as follows: A. The Proposal is revised as follow: 1) Change quantities and unit from SF to LF for Pay Items "Temporary Pavement Repair I "and "Permanent Pavement Repair." 2) Change unit from EA to LF for Pay Item"8-Inch PVC, SDR 35, Sanitary Sewer Pipe." I3) Change quantities for Pay Items "Crushed Lime Stone" and "Remove/Replace Existing Chain Link Fence and/or Gate," 4) Add Pay Items "Abandon Existing 6" Sanitary Sewer Line, (As Directed by the Engineer)," "Concrete Removal," "Adjust Cleanout," ..Remove/Relocate Rock Wall;" "Remove/Relocate Concrete Wall;"and"Remove/Relocate Railroad Tie Wall." 5) Therefore,replace the entire proposal with the attached revised proposal. )' ,')11,t i jW til.. Addendum No. 4 Page 1 of 2 Nov 11,2004 t { B) Special Provisions (TPW):Delete pages 9 through 17 of 17 and replace with the attached pages 9 through 12 of 17. All other provisions of the addendums,plans, specifications and contract documents for the project which are not expressly amended herein shall remain in full force and effect. The Contractor shall acknowledge receipt of this Addendum in the space provided below, in the Proposal (page 42 of 43) and acknowledge receipt on the outer envelope of your bid. Failure to return a signed copy of the addendum with the proposal shall be grounds for rendering the bid non-responsive. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. RECEIPTACKNOWLEDGE: 4— IRademakera P.E.,D ctc�r B L•4 sly•+••, �••e- anager Engineering Services F I z E 3 {Y Addendum No. 4 Page 2 of 2 Nov 11,2004 CITY OF FORT WORTH,TEXAS DEPARTMENT OF ENGINEERING SPECIAL PROVISIONS FOR: PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS WATER AND SANITARY SEWER RECONSTRUCTION WATER PROJECT NO.PW53 531200 060530177800 SEWER PROJECT NO.PS58 531200 070580176130 T&PW PROJECT NO: GR76 539120 005206771810 FILE NO. K-1851 DOE#: 4062,4063 1. SCOPE OF WORK: The work covered by these plans and specifications consist of the reconstruction of water,sewer and paving designated and is 6"HMAC and an 8"Soil-Lime treated subgrade. The proposed curb and gutter is 7"concrete curb with F-6"concrete gutter. The proposed sidewalk is standard 4"concrete sidewalk. The work shall include all other miscellaneous items of construction to be performed as outlined in the plans and specifications, which are necessary to satisfactorily complete the work. 2. AWARD OF CONTRACT: Bid:This project is designed as three units with three bidding options: OPTION I: UNIT I:Water Line Replacement on Haynie Project Number:PW53 531200 060530177800 UNIT II: Sewer Line Replacement on Malcolm and Haynie Project Number:PS58 531200 070580176130 UNIT III:Pavement Improvements on Malcolm and Haynie Project Number: GR76 539120 005206771810 DOE#:4062,4063 OPTION II: UNIT I:Water Line Replacement on Haynie Project Number:PW53 531200 060530177800 UNIT 1I: Sewer Line Replacement on Malcolm and Haynie Project Number:PS58 531200 070580176130 UNIT III:Pavement Improvements on Malcolm Project Number: GR76 539120 005206771810 DOE#:4062,4063 Addendum No. 4 SP(T&PW)Page 1 of 17 Nov 11,2004 OPTION III: UNIT 1:Water Line Replacement on Haynie Project Number:PW53 531200 060530177800 UNIT II: Sewer Line Replacement on Malcolm and Haynie Project Number:PS58 531200 070580176130 UNIT III:Pavement Improvements on Malcolm Pavement Pulverization on Haynie Project Number: GR76 539120 005206771810 DOE#:4062,4063 The proposal section is arranged in three sections,one for each bidding option. Each bidding option contains three sections,one for each unit. Unit I consists of water line replacement on Haynie Street. Unit II consists of sanitary sewer line replacement on Malcolm and Haynie. Unit III consists of pavement improvements. The apparent low bidder will not necessarily be awarded the contract.The City reserves the right to award the contract to the bidder whose bid is the most advantageous to the City. 3. WORK ORDER DELAY: All utilities and right-of-way are expected to be clear and easements and/or i permits obtained on this project within sixty(60)days of advertisement of this project. The work order for subject project will not be issued until all utilities,right-of-ways,easements and/or permits are cleared or obtained.The Contractor shall not hold the City of Fort Worth responsible for any delay in issuing the work order for this Contract. i 4. WORKING DAYS: The Contractor agrees to complete the Contract within the allotted number of working days. 5. RIGHT TO ABANDON: The City reserves the right to abandon, without obligation to the Contractor, any part of the project or the entire project at any time before the Contractor begins any construction work authorized by the City. t 6. CONSTRUCTION SPECIFICATIONS: This contract and project are governed by the two following published specifications,except as modified by these Special Provisions: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased at the Office of the Department of Engineering, 1000 Throckmorton Street,2"d Floor,Municipal Building,Fort Worth,Texas 76102. The specifications applicable to each pay item are indicated in the call-out for the pay item by the Engineer. If not shown,then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. 7. CONTRACT DOCUMENTS: Bidders shall not separate,detach or remove any portion,segment or sheets from the contract documents at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as"nonresponsive"and Addendum No. 4 SP(T&PW)Page 2 of 17 Nov 11,2004 rejecting bids or voiding contract as appropriate and as determined by the Director of the Department of Engineering. 8. MAINTENANCE STATEMENT:The Contractor shall be responsible for defects in this project due to faulty materials and workmanship,or both,for a period of one(1)year from date of final acceptance of this project by the City Council of the City of Fort Worth and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. 9. CONSTRUCTION STAKING: Construction stakes for line and grade will be provided by the City as outlined on page 17,Standard Specifications for Construction,City of Fort Worth. z 10. TRAFFIC CONTROL: The contractor shall be responsible for providing,following,and maintaining a traffic control plan during the construction of this project consistent with the 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 Vernon's Civil Statues,pertinent sections being Section Nos.27,29,30 and 31. This traffic control plan shall be submitted for review and approval to Mr. Charles R. Burkett, City Traffic Engineer 9817-871-8774 at least 10 working days prior to the pre-construction conference. Although work will not begin until the traffic control plan has been reviewed and approved, the Contractor's time will begin in accordance with the time frame established in the Notice to Contractor. The Contractor will not remove any regulatory sign,instructional sign,street name sign or other sign which has been erected by the City. The Contractor shall not install any sign on a city post,pole,or structure without first obtaining written permission from the Engineer. If it is determined that a sign must be removed to permit required construction,the Contractor shall contact the Transportation and k Public Works Department. Signs and Markings Division(phone number 871-8107),to remove the sign. In the case of regulatory signs,the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced 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 reinstalled the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is i completed. 11. 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 him E' found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers 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 which 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 form all his obligations hereunder which shall remain in full force until the discharge of the contract. 12. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. Contractor shall protect construction as required by Engineer by providing barricades. s Addendum No.4 SP(T&PW)Page 3 of 17 Nov 11,2004 Barricades, warning and detour signs shall conform to the Standard Specifications"Barriers and Warning and/or Detour Signs,"Item 524 and/or as shown on the plans. v Construction signing and barricades shall conform to"1980 Texas Manual on Uniform Traffic Control Devices,Vol.No. 1." 13. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material, the contractor shall advise the Director of the Department of Engineering 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 the 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 that the site is not in a known flood plain or 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 that the contractor disposes of spoil/fill materials at a site without a fill permit or a letter from the administrator approving the disposal site,upon notification by the Director of Engineering,contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. 14. ZONING REQUIREMENTS: During the construction of this project,the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 15. QUALITY CONTROL TESTING: (a) The contractor shall furnish,at its 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 situ 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 its responsibility to furnish 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 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. t (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. Addendum No. 4 SP(T&PW)Page 4 of 17 Nov 11,2004 16. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 17. SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: 4 (a) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING—UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." (b) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage-type of guard about the boom or arm, except back hoes or dippers and insulator links on the lift hood connections. (c) When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (TU Electric Service Company) which will erect temporary mechanical barriers, de- energize the line or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such Y calls to TU Electric Service Company and shall record action taken in each case. (d) The contractor is required to make arrangements with the TU Electric Service Company for the temporary relocation or raising of high voltage lines at the contractor's sole cost and expense. E (e) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph(c). 18. WATER DEPARTMENT PRE-QUALIFICATIONS: Any contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre-qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications which general specifications shall govern performance of all such work. 19. RIGHT TO AUDIT: (a) 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, under the expiration of three (3) years after final payment under the subcontract, 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. City shall give subcontractor reasonable advance notice of intended audits. G Addendum No.4 SP(T&PW)Page 5 of 17 Nov 11,2004 (c) Contractor and subcontractor agree to photo copy such documents as may be requested by the City. The City agrees to reimburse contractor for the cost of copies as follows: 1. 50 copies and under $0.10 per page. 2. More than 50 copies $0.85 for first page plus$0.15 for each page thereafter. (d) "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 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 appropriate work space, in order to conduct audits in compliance with the provisions of this article. City shall give subcontractor reasonable advance notice of intended audits." 20. CONSTRUCTION STAKES: The City,through its Surveyor or agent, will provide to the Contractor construction stakes or other customary methods of markings as may be found consistent with professional practice to establish line and grade for roadway and utility construction and centerlines and benchmarks for bridgework.These stakes shall be set sufficiently in advance to avoid delay whenever practical. One set of stakes shall be set for all utility construction(water,sanitary sewer, drainage,etc.),one set of excavation/or - stabilization stakes,and one set of stakes for curb and gutter and/or paving. It shall be the sole responsibility of the Contractor to preserve,maintain,transfer,etc.,all stakes furnished until completion of the construction phase of the project for which they were furnished. If,in the opinion of the Engineer,a sufficient number of stakes or markings provided by the City have been lost,destroyed,or disturbed,that the proper prosecution and control of the work contracted for in the Contract Documents cannot take place,then the Contractor shall replace such stakes or markings as required. An individual registered by the Texas Board of Professional Land Surveying as a Registered Professional Land Surveyor shall replace these stakes,at the Contactor's expense. No claims for delay due to a lack of replacement of construction stakes will be accepted,and time will continue to be charged in accordance with the Contract Documents. CONSTRUCTION NON-PAY ITEM No. 1 -CLEARING AND GRUBBING: All objectionable items within the limits of this project and not otherwise provided for shall be removed under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing." However, r no direct payment will be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM No.2-SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However,no direct payment will be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM No. 3 -PROTECTION OF TREES PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc. shall be preserved or restored after completion of the work to a condition equal or better than existed prior to start of work. By ordinance, the contractor must obtain a permit from the City Forester before any work (trimming, removal or root pruning) can be done on trees or shrubs growing on public property including street rights- of-way and designated alleys. This permit can be obtained by calling the Forestry Office at 871-5738. All tree work shall be in compliance with pruning standards for Class 1I Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent ` Addendum No. 4 SP(T&PW)Page 6 of 17 Nov 11,2004 damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due to the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. NON-PAY ITEM No.4-CONCRETE COLORED SURFACE: All concrete flared surface (wheelchair ramp wing or curb) shall be colored with MTHOCHROME color hardener or equal. A brick red color, a dry-shake hardener manufactured by L.M. Scofield Company or equal, shall be used in accordance with manufacturer's instructions. Contractor shall provide a sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved by the Engineer,meeting the aforementioned specifications. The sample, upon approval of the Engineer, shall be i t the acceptable standard to be applied for all construction covered in the scope of this Non-Pay Item. No direct payment will be made for this item and it shall be considered incidental to this contract. The method of application shall be by screen,sifter, sieve,or other means in order to provide for a uniform color distribution. NON-PAY ITEM No.5—FINISHING OF PARKWAYS: All provisions of Standard Specification No. 108 `Finishing of Parkways' shall apply except as modified herein: 108.4. MEASUREMENT AND PAYMENT: No direct payment will be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM No. 6—RECONNECTION OF EXISTING DRAINS: All drain lines that drain through the existing curb will be reconnected through the proposed curb. Any relocations or adjustments required to the existing drain line to connect through the proposed curb will be considered subsidiary to this contract and no additional payment will be made. NON-PAY ITEM No.7—PROJECT CLEAN-UP: The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If,in the opinion of the Engineer it is necessary,clean-up shall be done on a daily basis. Clean up work shall include,but not be limited to: • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of residents' property If the Engineer does not feel that the jobsite has been kept in an orderly condition,on the next estimate payment(and all subsequent payments until completed)of the appropriate bid item(s) will be reduced by 25%. Final cleanup work shall be done for this project as soon as the paving and curb and gutter have been constructed. No more than seven days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. NON-PAY ITEM No. 8—PROJECT SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre-construction conference. This schedule shall detail all phases of construction,including project cleanup,and allow the contractor to Addendum No.4 SP(T&PW)Page 7 of 17 Nov 11,2004 complete the work in the allotted time. Contractor will not move on to the jobsite nor will work begin until said schedule has been received and approval secured from the Construction Engineer. However,contract time will start even if the project schedule has not been turned in. Project schedule will be updated and resubmitted at the end of every estimating period. All costs involved in producing and maintaining the project schedule shall be subsidiary to this contract. NON-PAY ITEM No. 9—NOTIFICATION OF RESIDENTS: In order to cut down on the number of complaints from residents due to the dust generated when saw- cutting joints in concrete pavement,the Contractor shall notify residents,in writing,at least 48 hours in advance of saw-cutting joints during the construction of paving projects. All costs involved with providing such written notice shall be considered subsidiary to this contract. NON-PAY ITEM No. 10—PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION: Prior to beginning construction on any block in the project,the contractor shall,on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door or each residence or business that will be impacted b construction.The notice shall be prepared as follows: The notification notice or flyer shall be posted seven(7)days prior to the beginning of any construction activity on each block in the project area.The flyer shall be prepared on the Contractor's letterhead and shall include the following information:Name of Project,DOE No,Scope of Project(i.e. type of construction activity),actual construction duration within the block,the name of the contractor's foreman and his phone number,the name of the City's inspector and his phone number and the City's after-hours phone number.A sample of the `pre construction notification' flyer is attached. The contractor shall submit a schedule showing the construction start and finish time for each block or the project to the inspector. In addition, a copy of the flyer shall be delivered to the City Inspector for his review prior to being distributed.The contractor will not be allowed to begin construction on any block until the flyer is delivered to all residents of the block. An electronic version of the sample flyer can be obtained from the construction office at 871-8306. All work involved with the pre-construction notification flyer shall be considered subsidiary to the contract price and no additional compensation shall be made. NON-PAY ITEM No. 11—PRE-CONSTRUCTION NEIGHBORHOOD MEETING: After the pre-construction conference has been held but before construction is allowed to begin on this project,a public meeting will be held at a location to be determined by the Engineer.The contractor, inspector, and project manager shall meet with all affected residents and present the projected schedule, including construction start date, and answer any construction related questions.Every effort will be made to schedule the neighborhood meeting within the two weeks following the pre-construction conference but in no case will construction be allowed to begin until this meeting is held. NON-PAY ITEM No. 12—WASHED ROCK All washed rock used for embedment or backfill or as otherwise directed by the Engineer shall be washed, crushed stone and shall meet the following gradation and abrasion: (Actual washing not required if gradation is met) i Sieve size %Retained F, 0 3�4" 0-15 3/8" 55-90 Addendum No. 4 SP(T&PW)Page 8 of 17 Nov 11,2004 #4 90-100 #8 95-100 Los Angeles Abrasion Test: 50%maximum wear per A.S.T.M.Designation C-131. NON-PAY ITEM No. 13 — SAWCUT FOR REMOVAL OF EXISTING PAVEMENTS SIDEWALKS OR DRIVEWAYS: See Standard Specifications Item No. 520,"Sawing"for specifications governing this item. Sawing will not be measured for payment,but shall be considered subsidiary to the items requiring sawing. F PAY ITEM-UTILITY ADJUSTMENT: This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to street improvements to water, sanitary sewer and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does 1 not guarantee any payment for utility adjustments, neither does it confine utility adjustments to the amount shown in the Proposal. It shall be the "Contractor" responsibility to provide the services of a licensed plumber to make the utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the contractor damage service lines due to his negligence, where such lines would not have required adjustment or repair otherwise, the lines shall be repaired and adjusted by the contractor at the contractor's expense. The payment to the contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the contractor in handling the utility adjustments. PAY ITEM-PROJECT DESIGNATION SIGN: The contractor shall construct and install two (2)Project Designation Signs and it will be the responsibility of the contractor to maintain the signs in a presentable condition at all times on each project under construction. Maintenance will include painting and repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the individual project signs lettered and painted in accordance with the enclosed detail. The quality of the paint, painting and lettering on the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the enclosed detail. The sign shall be constructed of 3/a" fir plywood, grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer and in place at the project site upon commencement of construction. The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support and maintenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. ' PAY ITEM-UNCLASSIFIED STREET EXCAVATION: See Standard Specifications Item No. 106, "Unclassified Street Excavation" for specifications governing this item. Contractor should be aware that this item will cover all excavations required to include any excavation due to lowering of proposed curb line, and any excavation required to shape existing subbase to the standard crown for the proposed roadway. { Addendum No.4 SP(T&PW)Page 9 of 17 Nov 11,2004 All objectionable material found within the limits of excavation shall be removed from the job site and disposed of in a manner satisfactory to the Engineer. Removal of such shall be subsidiary to this item unless otherwise provided herein. During the construction of this project,it is required that all parkways be excavated and shaped at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the engineer. The intention of the owner is to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent, then actual quantities will be paid for at the unit prices bid. The party requesting the payment of actual rather than plan quantities is responsible for bearing any survey and/or measurement costs necessary to verify the actual quantities. PAY ITEM-TOPSOIL: The proposed quantities are estimates only and intended for use in the parkway. This pay item is intended to pay for topsoil that must be imported where suitable material is either not available on the job or cannot reasonably be stored on-site. Payment will be made on the basis of loose truck volume(full truck with sideboards up)tickets and material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid for and may be substantially less than the proposal quantities listed. See Non-Pay Item No. 6 for further information. PAY ITEM—6"HMAC PAVEMENT(Thickness Tolerances and HMAC Testing Procedures).• The base course shall be a 4"deep Type`B"course places in one lift.The surface course shall be a 2"deep Type"D"course placed in one lift. 1 All provisions of Standard Specification No. 312.7 `Construction Tolerance' shall apply except as modified herein: 1) After completion of each asphalt paving course,core tests will be made to determine compliance with the contract specifications.The hot-mix asphaltic concrete pavement will be core drilled by the City of Fort Worth.The thickness of the asphaltic surface will be determined by measurement cores taken at locations determined by the Engineer.The thickness of individual cores will be determined by averaging at least three(3)measurements.If the core measurements indicate a deficiency,the length of the area of such deficient thickness shall be determined by additional cores taken along the length of the pavement in each direction until cores are obtained which are at least of specified thickness.The width of such area shall not be less than V2 of the roadway width. 2) When the thickness of the base course(as determined from core samples)is more than 15%deficient of the plan thickness,the Contractor shall remove and replace the deficient area at his own expense. If the thickness is less than 15%deficient,the Contractor shall make up the difference in the base thickness with surface course material. 3) The surface course must be the plan thickness.This does not include surface course material used to make up deficiencies in the base course as described in item 2. 4) The overall thickness of asphaltic concrete pavement must be a minimum of the plan thickness. Deficient areas(as determined in item 1)found to be less than the plan thickness will be removed and replaced at the Contractor's expense. 5) No additional payment over the contract price will be made for any hot-mix asphaltic concrete course of a thickness exceeding that required by the plans and specifications. 6) HMAC Testing Procedure: Addendum No.4 SP(T&PW)Page 10 of 17 Nov 11,2004 : The Contractor is required to submit a Mix Design for both Type`B"and"D"asphalt that will be used 4 for each project.This should be submitted at the Pre-Construction Conference.This design shall not be more than two(2) years old.Upon submittal of the design mix a Marshal (Proctor)will be calculated, if one has not been previously calculated,for the use during density testing.For Type"B" asphalt a maximum of 20%rap may be used.No rap may be used in Type"D". Upon approval of an asphalt mix design and the calculation of the Marshal (Proctor)the Contractor is approved for placement of the asphalt.The Contractor shall contact the City Laboratory, through the inspector,at least 24 hours in advance of the asphalt placement to schedule a technician to assist in the monitoring of the number of passes by a roller to establish a rolling pattern that will provide the required densities.The required density for Type`B"and for Type"D"asphalt will be 91%of the calculated Marshal(Proctor).A Troxler Thin Layer Gauge will be used for all asphalt testing. After a rolling pattern is established,densities should be taken at locations not more than 300 feet apart.The above requirement apples to both Type"B"and"D"asphalt.Densities on Type`B"must be done before Type"D"asphalt is applied. Cores to determine thickness of Type"B"asphalt must be taken before Type"D"asphalt is applied. Upon completion of the application of Type"D"asphalt additional cores must be taken to determine the applied thickness. PAY ITEMS—8"LIME STABILIZED SUBGRADE and LIME FOR SUBGRADE STABILIZATION• See Standard Specifications Item No. 210,"Lime Treatment(Material Manipulation)"for specifications governing this item. Quantities for this pay item are approximate and are given only to establish a unit price for the work. The price bid per square yard for"8"LIME STABILIZED SUBGRADE"as shown in the Proposal will be full payment for all labor,equipment,tools and incidentals necessary to complete the work.The price bid per ton for"LIME(Type A)FOR SUBGRADE STABILIZATION"as shown in the proposal will be full payment for materials necessary to complete the work. PAY ITEM—7"CURB & 18"GUTTER: All provisions of Standard Specification Item No.502 `Concrete Curb&Gutter' shall apply except as modified herein: Subsidiary to the unit price bid per linear foot shall be the following: a) A minimum of 5"or greater as required depth of flexbase material properly compacted under the proposed curb and gutter as shown in the construction details. b) Flexbase material to a depth of at least 8"and a width as required in the roadway adjacent to the proposed gutter where the existing pavement and subbase was removed to allow for the forms to be placed to pour the proposed curb and gutter. This is intended to replace the necessary material required for the pulverization process. If the Contractor fails to backfill either in front of the gutter or behind the curb within seven(7)calendar days of pouring the curb and gutter,the amount paid for the curb and gutter shall be reduced by 25%until the backfill operation is complete. PAY ITEM—REMOVE/REPLACE EXISTING CHAIN LINK FENCE AND/OR GATE: E (a) All provisions of Standard Specification Item No. 510"Chain Link Fence" shall apply to this item. All fences shall be relocated in the same location or at a location denoted in the plans and be left in a condition equal to or better that in which it was found prior to construction. The price bid per linear foot for "REMOVE/REPLACE EXISTING CHAIN LINK FENCE ' Addendum No.4 SP(T&PW)Page 11 of 17 Nov 11,2004 AND/OR GATE" as shown in the proposal will be full payment for all materials, labor, and incidentals necessary to complete the work. PAY ITEM-ADJUST WATER VALVE BOX: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. Subsidiary to this item shall be the installation of a concrete collar per attached detail. The water valves themselves will i be adjusted by City of Fort Worth Water Department forces. The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch. Work shall be completed and the street open to traffic within seven(7)calendar days of beginning work on the water valve box. If the Contractor fails to complete the work within seven(7)calendar days,a$100.00 per day liquidated damage will be assessed per water valve box per day. The unit price bid will be full payment for materials including all labor,equipment, tools and incidentals necessary to complete the work. PAY ITEM-ADJUST WATER METER BOX: This item shall include raising or lowering an existing meter box to the parkway grade specified. No payment will be made for existing boxes which are within 0.1' of specified parkway grade. c._ The unit price bid will be full payment for materials including all labor,equipment,tools and incidentals E necessary to complete the work. PAY ITEM-ADJUST CLEANOUT: This item shall include raising or lowering an existing cleanout to match new grad or as directed by the Engineer. The unit price bid will be full payment for materials including all labor,equipment,tools and incidentals necessary to complete the work PAY ITEM-REMOVE/RELOCATE ROCK WALL RR TIE WALL and/or CONCRETE WALL: This item shall include removing,relocating and/or reconstructing existing rock and/or concrete walls as directed by the Engineer. The unit price bid will be full payment for materials including all labor,equipment,tools and incidentals necessary to complete the work. PAY ITEMS-REMOVE/RELOCATE ROCK WALL RR TIE WALL and/or CONCRETE WALL: This item shall include removing,relocating and/or reconstructing existing rock,RR tie and/or concrete walls as directed by the Engineer. The unit price bid will be full payment for materials including all labor,equipment, tools and incidentals necessary to complete the work. (Pages 13 through 17 are omitted) } Addendum No.4 SP(T&PW)Page 12 of 17 Nov 11, 2004 HNT6 9726615614 11/09 '04 14:124 N0.963 02/02 CITY OF FORT WORTH DEPARTMENT OF, ENGINEERING ADDENDUM NO.3 TO THE PLANS,SPECIFACTIONS AND CONTRACT DOCUMENTS FOR MALCOLM,&HAYNIE STRUET FROM CRAIG STREET TO LANCASTER AVENUE RA�ME,�NT RECONSTRUC'T'ION OF MALCOLM AND HAYNM FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET D.O.E.NO(S)4062,4063 BID JWCEIPT DATE: 14-30 VM,NOVEMBER 18,2004 ISSUED: NOVEMBER 9,2004 This Addendum No. 3 forms a.part of the Contract Documents referenced above and modifies the Originai.Contract Documents and Plans. Acknowledge receipt of this Addendum in.the space provided below,in.the Proposal(page 42 of 43)and acknowledge receipt on the outer envelope of your, bid. Failure to acknowledge receipt of this Addendum,could subject the bidder to disqualification. Ii The Plans Specification document,,;for Malcolm and.Haynie street from.Craig Street to Lancaster follows: Avenue are hereby revised by Addendum.No. 3 as f J)The Bid Receipt Date b.as been extended to 1..,30 P.M.,Thursday,November 1.8,2004 2)Addendum#4 to follow. All other provisions of the addendums,plans,specifications and.contract documents for the f tfelee project which are not expressly amended herein.shall remain.in.full force and The Contractor shall acknowledge receipt of this Addendum.inthe space provided below,in the Proposal(page 42 of 43)and acknowledge receipt on the outer envelope of your bid. Failure to return a signed copy of the addendum.with the proposal.shall be grounds for Tendering the bid non-responsive. A signed copy of this addendum shall be placed,into the proposal at the time of bid.submittal- RE M=to C ACKNOWILrInGr- A.'�00. $R! ali Sid M. Addendum No. 3 Page 1 of I Nov 9,2004 I i 1 CITY OF FORT WORTa DEI'ARx SENT OF ENGINEERING ADDENDUM NO. 2 TO TUE MANS, SPECIFACTIONS ` nCON TRACT DOCUMENTS FOR MAL,COLM&.HAYNIE STREET ''ROM CRAIG STREET TO LANCASTER AVENUE PAVE N RECONS C XON OF 1Vl FROM ICRAIG STIME'T TO L,ANCA,STEJR AVEN SIE ST S �o v y ,a ECON8 u T O M STREET AND HAYNIE STREET .D.O.E. NO(S) 4062, 4063 1110 RECEIPT PATE: 1:30 PM, NOVEMgXR,11, 2044 ISSVF.;D; N MBER S, 2004 Phis Addendum No_ Z forms a PW of the Contract Documents referenced above Mand Griginat Contract r�ocuments and flans. Acknowledge receipt of modif%vs the Provided below, in the P this addendum in the space olwssl (Page 42 0l'43 p Of your bid_ Fail�rre to acknowledge recggpt of this Addend and s Addel du reoeipt ori the outex envelope disqualifiea.tioty_ could subject the bidden to The flans SpCai�cat�on docuxnants f Avenue are herebOr Malcolm and Haynie Street y revised by Addendum No. 2 as follows: Cog Street to Uaose,ster Contract Documents: 1) Pernlanestt Aspha)t pavement Repair in Option 2 shalt 1 44 Figure�3s4g� is attached be as P�Rig•ee"'3� of City of.Fort with this addendum. 2)RoPlace proposal page 41 of 43 iesued with Addendum No. 1 with PACrTr 41 0F 43 Al rACz D WTTII A1)iy>✓1VDt N0. 2, RE VLSEZ PRopo&S L All other provisions of the add4mda vvhxOhe not Expressly Derided her Planin shallc rQn dull orc�and Cffecd cOntraOt zrirs ford project t. The Contractor shall acknowivdgg receipt of this 1 Proposal(page 42 of 43)and aclalor�vle receipt receipt Addendum the o in the 3p40e Provided below, in the I~ailum to returo a signed eo r era�veloAe of Your bid. the bid,non-responsive. A sipy�d coc addendum vc�zth,the proposal sJ:all be time of bid submittal. � COPY of this addendum shall be placed to thO for tendering A-OPosal at the RECEIPT CKNO WL t DGE: A•Dow Rademakor, P.E.,far ator )3y: Ao ��tify1l�,w Icy. . Rick 'TICe,P.E., Manager n eea-ing Services : Add=dum No.2 pa�c 1 Nov 5, 2004 HNTB 9726615614 11/05 '04 15:59 N0.896 02/03 8 € 30a M Ry aPR w zx cft"A M S = ;Ag #idR y A a w UP ic 96 Val ZC Tj Yl a Ash Ya 0 ti • r Q 1 e rn M 8 ski h ;hArta 2" 1r L � !�/ft � � �anvlppw�hit� o rr R•� /tea► � r •�0�^'i7��=�= n Y Cx �„P/ CD w ~� � -4 so7.*nYa� ..• L4-4c � • O � M N y � A r IF Addendum,No. 2 Nov 5, 2004 CITY OF FORT WORTH DEPARTMENT OF ENGINEERING ADDENDUM NO. 1 k TO THE PLANS,SPECIFACTIONS ANDCONTRACT DOCUMENTS FOR MALCOLM & HAYNIE STREET FROM CRAIG STREET TO LANCASTER AVENUE PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET D.O.E. NO(S) 4062, 4063 BID RECEIPT DATE: 1:30 PM,NOVEMBER 11,2004 ISSUED: NOVEMBER 1,2004 This Addendum No. 1 forms a part of the Contract Documents referenced above and modifies the Original Contract Documents and Plans. Acknowledge receipt of this Addendum in the space provided below,in the Proposal(page 42 of 43)and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this Addendum could subject the bidder to disqualification. The Plans Specification documents for Malcolm and Haynie Street from Craig Street to Lancaster f Avenue are hereby revised by Addendum No. 1 as follows: 1)Proposal: Replace Page 11 of 43 with Addendum No. 1-Page 11 of 43 Replace Pages 13 -16 of 43 with Addendum No. 1-Pages 13-16 of 43 Replace Page 25 of 43 with Addendum No. 1-Page 25 of 43 Replace Page 27 of 43 with Addendum No. 1-Page 27 of 43 Replace Page 36 of 43 with Addendum No. 1-Page 36 of 43 Replace Pages 38-43 of 43 with Addendum No. 1-Pages 38-43 of 43 2) "Additional Special Condition"Part DA-34: Change `2"base cut' to `3"base cut', `2"HMAC' to `3"HMAC', `10"HMAC and crushed stone/gravel' to `11"HMAC and crushed stone/gravel'; and `10" pulverization' to `11"pulverization'. w 3)Drawings: Paving Plan&Profile sheets for Malcolm Street(Options 1-3) and Haynie Street (Option 1).Pavement Type note shall be revised to indicate that pavement shall consist t of 2"HMAC surface,4"HIVIAC base and 8"lime stabilized subgrade. Addendum No. 1 Page 1 of 2 Nov 1,2004 Y f k Paving Plan&Profile sheets for Haynie Street(Option 3). Add the following note: "Locations of sidewalk, driveway, curb and gutter; and concrete valley replacement shown are approximate. The Engineer will determine the limits of the sidewalk, driveway, curb and gutter; and concrete valley replacement based on the existing conditions of those items." All other provisions of the addendums,plans,specifications and contract documents for the project which are not expressly amended herein shall remain in full force and effect. The Contractor shall acknowledge receipt of this Addendum in the space provided below,in the Proposal(page 42 of 43)and acknowledge receipt on the outer envelope of your bid. Failure to return a signed copy of the addendum with the proposal shall be grounds for rendering the bid non-responsive. A signed copy of this addendum shall be placed into the proposal at the time of bid submittal. RECEIPT ACKNOWLEDGE: A.Doug as Rademaker,P.E.,D' ctpr By: gy. .-le�►�/.os•e e,'P:E.it7lanager ng Services F Addendum No. 1 Page 2 of 2 Nov 1,2004 SPECIFICATIONS AND CONTRACT DOCUMENTS MALCOLM & HAYNIE STREET FROM CRAIG STREET TO LANCASTER AVENUE I PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET CITY OF FORT WORTH REFERENCE NUMBER C-19818 WATER PROJECT NUMBER PW53 531200 060530177800 SEWER PROJECT NUMBER PS58 531200 070580176130 T&PW PROJECT NUMBER GR76 539120 005206771810 DOE NO(S)4062,4063 K-1851, X-15500 IN THE CITY OF FORT WORTH, TEXAS 2004 MIKE J. MONCRIEF CHARLES R. BOSWELL MAYOR INTERIM CITY MANAGER ' DALE A. FISSELER,P.E. � BO VAN. LUNG . •i DIRECTOR, WATER DEPARTMENT �� 51744 ROBERT W. GOODE P.E. t1 i ro sTE�`�ti_ � s N DIRECTOR,TRANSPORTATION AND PUBLIC WORKS ���"� A. DOUGLAS RADEMAKER, P.E. J DIRECTOR, DEPARTMENT OF ENGINEERING ARCHITECTS ENGINEERS PLANNERS 5910 W.PLANO PARKWAY,SUITE 200 PLANO,TX 75093 y (972)661-5626 (972)661-5614 FAX j TABLE OF CONTENTS 1. Notice to Bidders 2. Comprehensive Notice to Bidders 3. Prevailing Wage Rates 4. Special Instructions to Bidders(Water Department) Blue 5. Special Instructions to Bidders(Transportation/Public Works Department) 6. Minority and Women Business Enterprises Specifications Pink 7. Proposal Option I: Unit I,Unit II,Unit III Option II: Unit I,Unit Il,Unit III Option III:Unit I,Unit II,Unit III 8. General Conditions(Water Department) Yellow 9. Supplemental Conditions to Part C- General Conditions(Water Department) Yellow 10. Special Conditions(Water Department) Green 11. Additional Special Conditions(Water Department) Green 12. Details(Water Department) 13. Project Designation Sign(Water Department) 14. Special Provisions(Transportation/Public Works) 15. Details(Transportation/Public Works) 16. Project Designation Sign(Transportation/Public Works) 17. General Construction Notes 18. Temporary Right-of-Entry Agreement 19. Vendor Compliance to State Law 20. Contractor Compliance With Worker's Compensation Law 21. Certificate of Insurance 22. Performance Bond 23. Payment Bond 24. Maintenance Bond 25. Contract 26. Soil Test i NOTICE TO BIDDERS t r y NOTICE TO BIDDERS Sealed proposals for the following: k k-- MALCOLM & HAYNIE STREET FROM CRAIG STREET TO LANCASTER AVENUE PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET CITY OF FORT WORTH REFERENCE NUMBER C-19818 WATER PROJECT NUMBER PW53 531200 060530177800 SEWER PROJECT NUMBER PS58 531200 070580176130 T&PW PROJECT NUMBER GR76 539120 005206771810 DOE NO(S)4062,4063 K-1851, X-15500 Addressed to Charles Boswell, Interim City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 PM,Thursday,November 11, 2004 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the Office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street,Fort Worth,Texas 76102. A set of Plans and Specifications will be provided at a non-refundable fee of fifty dollars ($50.00) each. These documents contain additional information for prospective bidders. For additional information, contact Gopal Sahu, P.E. at (817) 392-7949 or Bo Cung, P.E., HNTB Corporation at(214) 743-7209. CHARLES R.BOSWELL MARTY HENDRIX INTERIM CITY MANAGER CITY SECRETARY ADVERTISING DATES DEPARTMENT OF ENGINEERING IYDOUAS RADEMAKER,P.E., ]RECTOR OCTOBER 7, 2004 OCTOBER 14, 2004 Rick Trice, P.E. Manager, Consulting Services : f x NTB-1 E 4 4 t COMPREHENSIVE NOTICE TO BIDDERS o- COMPREHENSIVE NOTICE TO BIDDERS Sealed Proposals for the following: MALCOLM & HAYNIE STREET FROM CRAIG STREET TO LANCASTER AVENUE PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET CITY OF FORT WORTH REFERENCE NUMBER C-19818 WATER PROJECT NUMBER PW53 531200 060530177800 SEWER PROJECT NUMBER PS58 531200 070580176130 T&PW PROJECT NUMBER GR76 539120 005206771810 DOE NO(S)4062,4063 K-1851, X-15500 Addressed to Charles Boswell, Interim City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 p.m.,Thursday,November 11,2004,and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas 76102. A set of Plans and Specifications will be provided at a non-refundable fee of fifty dollars ($50.00) each. These documents contain additional information for prospective bidders. A Pre-Bid Conference will be held on Wednesday, October 27, 2004 at 10:00 A.M. in Room 255A of the Department of Engineering conference room. All bidders are encouraged to attend. All bidders will be required to comply with Provision 5159a-of"Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. Bid security is required in accordance with Paragraph 1 of the Special Instructions to Bidders. The major work on the above-referenced project shall consist of the following: Unit I: Water Line Replacement on Haynie Street 1,602 LF 8-in. water pipe replacement 7,125 SF Temporary Pavement Repair(Option 1 &3) 7,225 SF Permanent Pavement Repair(Option 2) Unit II: Sanitary Sewer Reconstruction on Malcolm and Haynie Malcolm Street 515 LF 8"PVC,SDR 35 Sanitary Sewer Pipe(0'-6'Depth) 302 LF 8"PVC,SDR 35 Sanitary Sewer Pipe(6'-8'Depth) CNTB-1 3,002 SF Temporary Pavement Repair 680 SF Permanent Pavement Repair i Haynie Street 530 LF 8"PVC,SDR 35 Sanitary Sewer Pipe(0'-6'Depth) 100 LF 8"PVC, SDR 35 Sanitary Sewer Pipe(6'-8'Depth) 431 LF 8"PVC,SDR 35 Sanitary Sewer Pipe(8'-10'Depth) 3,168 SF Temporary Pavement Repair(Option 1 &3) 1,342 SF Permanent Pavement Repair(Option 1 &3) 4,510 SF Permanent Pavement Repair(Option 2) f 9 Unit III: Pavement Improvements on Malcolm and Haynie Malcolm Street 1,436 CY Unclassified Street Excavation 3,965 SY 6"HMAC Pavement 5,008 SY 8"Lime Stabilized Subgrade 4,880 SF Std 4"Reinforced Cone. Sidewalk,Leadwalk,Wheelchair Ramp 5,224 SF Standard 6"Reinforced Concrete Driveway Haynie Street 1,894 CY Unclassified Street Excavation 4,230 SY 6"HMAC Pavement(Option 1) 5,357 SY 8"Lime Stabilized Subgrade(Option 1) 5,512 SF Std 4"Reinforced Cone. Sidewalk,Leadwalk, Wheelchair Ramp 4,846 SF Standard 6"Reinforced Concrete Driveway 4,230 SY 2"HMAC Pavement(Option 3) 4,230 SY 8"Pavement Pulverization(Option 3) Included in the above will be all other items of construction as outlined in the Plans and Specifications. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM("Documentation") as appropriate is received by the City. The award of contract, if made, wilt be within forty-nine (49) days after this documentation is received, but in no case will the award be made until all the responsibility of the bidder to whom it is proposed to award the contract has been verified. SUBMISSION OF BIDS: The proposal consists of Unit I (water), Unit II (sewer) and Unit III(paving). The City reserves the right to award the contract to the responsive low bidder. Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledging them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at(817) 392-7299. Bids that do not acknowledge all applicable addenda may be rejected as non-responsive. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders must complete the proposal section(s) and submit the complete specifications book or face rejection of the bid as non-responsive. It is recommended that the bidder make a copy of the forms included in the Minority and Women Business Enterprise section for submittal within the timeline stated below or the bidder may request a copy of said forms from the City Project Manager named in this solicitation. In 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 UTILIZATION FORM SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM with Documentation, and/or the JOINT VENTURE FORM as appropriate. The CNTB-2 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. Bidders are advised that the City of Fort Worth has not acquired all necessary railroad permits and easements for the construction of the project as shown in the Plans. Bidders are hereby notified that the City anticipates obtaining the necessary railroad permits and easements by the start of construction. In the event the necessary easements and/or right-of-way are not obtained, the City reserves the right to cancel the award of the contract at any time before the Contractor begins any construction work on the project(s). In addition Bidders shall hold their unit prices until the City has completed the acquisition of all the easements and permits. The contractor shall be prepared to commence construction without all executed easement and permits and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require easements or permits. The Managing Department for this project is the Department of Engineering. For additional information, please contact Mr. Gopal Sahu, P.E. at(817) 392-7949, or Mr. Bo Cung, P.E., HNTB Corporation at(214)743-7209 CHARLES R.BOSWELL INTERIM CITY MANAGER MARTY HENDRIX CITY SECRETARY ADVERTISING DATES DEPARTMENT OF ENGINEERING A.DOU AS RADEMAKER,P.E. IRECTOR OCTOBER 7, 2004 y OCTOBER 14,2004 B Ric J)ice,P.E. Manager, Consulting Services CNTB-3 PREVAILING WAGE RATES CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 2000 CLASSIFICATION HOURLY RATE Asphalt Raker $10.32 Asphalt Shoveler $9.75 Batching Plant Weigher $9.65 Carpenter(Rough) $13.64 Concrete Finisher-Paving $10.16 Concrete Finisher Helper(Paving) $9.70 Concrete Finisher-Structures $13.44 Flagger $7.00 Form Builder-Structures $13.44 Form Setter-Paving&Curbs $10.25 Form Setter-Structures $9.75 Laborer-Common $7.64 Laborer-Utility $8.64 Mechanic $13.25 Servicer $10.13 Pipe Layer $7.35 Pipe Layer Helper $6.75 Asphalt Distributor Operator $11.45 Asphalt Paving Machine Operator $11.09 Concrete Paving Saw $10.53 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (< 1 1/2 CY) $10.00 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (> 1 1/2 CY) $11.52 Front End Loader(2 1/2 CY& less) $9.94 Front End Loader(over 2 1/2 CY) $9.32 Milling Machine Operator $8.00 Mixer $11.00 Motor Grader Operator(Fine Grade) $12.31 Motor Grader Operator $13.75 Pavement Marking Machine $11.00 Roller, Steel Wheel Plant-Mix Pavements $9.88 + Roller, Steel Wheel Other Flatwheel or Tamping $12.12 Roller, Pneumatic, Self-Propelled Scraper $8.02 Traveling Mixer $10.00 Reinforcing Steel Setter(Paving) $9.75 Truck Driver-Single Axle (Light) $8.00 Truck Driver-Tandem Axle Semi-Trailer $10.22 Truck Driver-Lowboy/Float $10.54 Truck Driver-Transit Mix $10.63 Truck Driver-Winch $9.80 4 : SPECIAL INSTRUCTIONS TO BIDDERS (WTR) SPECIAL INSTRUCTIONS TO BIDDERS (FORT WORTH WATER DEPARTMENT) 1) PREQUALIFICATION REQUIREMENTS: The work required under Unit I must be performed by a contractor who has been pre-qualified by the Water Department. In the event a general contractor submitting the lowest responsible bid is not a pre-qualified utility contractor,the contractor performing the water department work for the general contractor is required to be pre-qualified. The following steps are required in order to become pre-qualified. All contractors submitting bids on Water Department work are required to be pre-qualified by the Fort Worth Water Department prior to submitting bids. This pre-qualification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial statement,an acceptable experience record,an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven(7)calendar days prior to the date of the opening of bids. a) 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 financial status to 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. b) 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 and technical level as that of the project for which bids are to be received. c) The Director of the Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Water Department project. d) Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. e). The City,in its sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. f) Any proposals submitted by a non-prequalified bidder shall be returned unopened,and if inadvertently opened,shall not be considered. g) 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 waiver of any necessary prequalification. 2. BID SECURITY: A cashier's check,or an acceptable bidder's bond,payable to the City of Fort Worth, in an amount of not less than five(5%)percent of the largest possible total of the bid submitted must accompany the bid,and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten(10)days after the contract has been awarded. To be an acceptable surety on the bond,(1)the name of the surety shall be included on the current U.S.Treasury List,or (2)the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do business in the state of Texas. The amount of the bond shall not exceed the amount shown on the treasury list or one-tenth(1/10) the total capital and surplus. 3. BONDS: A performance bond,a payment bond,and a maintenance bond each for one hundred (100%)percent of the contract price will be required,Reference C 3-3.7. SI(Water)Page 1 of 3 4. WAGE RATES: Section C3-3.13 of the General Conditions is deleted and replaced with the following: (a) 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. (b) The contractor shall,for a period of three(3)years following the date of acceptance of the work, maintain records that show(i)the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract;and(ii)the actual per diem wages paid to each worker. These records shall be open at all reasonable hours for inspection by the City. The provisions of D-3 Right to Audit pertain to this inspection. (c) The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs(a)and(b) above. (d) 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 of the project at all times. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal,the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 601g,Texas Revised Civil Statutes,the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business in located. "Nonresident bidder" means a bidder whose principal place of business is not in this state,but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so'will automatically disqualify that bidder. 8. PAYMENT: If the bid amount is$25,000.00 or less,the contract amount shall be paid within forty- five(45)calendar days after completion and acceptance by the City. 9. 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 bases of a bona fide occupational qualification,retirement plan or statutory requirement. SI(Water)Page 2 of 3 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 requirements. 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 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. 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"),Contractor warrants that it and 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 subcontractors'alleged failure to comply with the above referenced laws concerning disability discrimination in the performance of this agreement. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES:In accord with City of Fort Worth Ordinance No. 11923,as amended,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 UTILIZATION FORM,PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM("Documentation")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(MBE)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 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 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 and barred from participating in City work for a period of time of not less than three(3)years. SI(Water)Page 3 of 3 SPECIAL INSTRUCTIONS TO BIDDERS (T&PW) SPECIAL INSTRUCTION TO BIDDERS (TRANSPORTATION AND PUBLIC WORKS) 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than five (5%) per cent of the total of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten(10)days after the contract has been awarded. To be an acceptable surety on the bid bond, the surety must be authorized to do business in the state of Texas. In addition, the surety must (1) hold a certificate of authority from the Untied 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 Untied 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. 2. PAYMENT, PERFORMANCE AND MAINTENANCE BONDS: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. In this connection, the successful bidder shall be required to furnish a performance bond and a payment bond, both in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Chapter 2253,Texas Government Code. In order for a surety to be acceptable to the City,the surety must(1)hold a certificate of authority from the Untied 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 Untied 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. The City will accept no sureties who are in default or delinquent on any bonds or who have an interest in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety satisfactory to the City. If the contract amount is in excess of$25,000,a Payment Bond shall be executed,in the amount of the contract, solely for the protection of all claimants supplying labor and materials in the prosecution of the work. If the contract amount is in excess of$100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. All contracts shall require a maintenance bond in the amount of one hundred percent (100%) of the original contract amount to guarantee the work for a period of two(2)years after the date of acceptance of the project from defects in workmanship and/or material. 09/01/04 1 3. LIQUIDATED DAMAGES: The Contractor's attention is called to Part 1, Item 8, paragraph 8.6, of the "General Provisions" of the Standard Specifications for Construction of the City of Fort Worth, Texas,concerning liquidated damages for late completion of projects. g 4. AMBIGUITY: In case of ambiguity or lack of clearness in stating prices in the proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the proposal. 5. EMPLOYMENT: All bidders will be required to comply with City Ordinance No. 7278 as amended by City Ordinance No. 7400 (Fort Worth City Code Section 13-A-21 through 13-a-29) prohibiting discrimination in employment practices. 6. WAGE RATES: Section 8.8 of the Standard Specifications for Street and Storm Drain Construction is deleted and replaced with the following: (a) 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. (b) The contractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the contractor in the construction of the work provided for in this contract; and (ii) the actual per diem wages paid to each worker. These records shall be open at all reasonable hours for inspection by the City. The provisions of the special provision titled"Right to Audit"pertain to this inspection. (c) The contractor shall include in its subcontracts and/or shall otherwise require all of its subcontractors to comply with paragraphs(a) and(b)above. (d) With each partial payment estimate or payroll period, whichever is less, an affidavit stating i that the contractor has complied with the requirements of Chapter 2258,Texas Government Code. (e) The contractor shall post the prevailing wage rates in a conspicuous place at the site of the project at all times. Section 8.9 of the Standard Specifications for Street and Storm Drain Construction is hereby deleted. 7. FINANCIAL STATEMENT: A current certified financial statement may be required by the Department of Engineering if required for use by the CITY OF FORT WORTH in determining the successful bidder. This statement, if required, is to be prepared by an independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 8. INSURANCE: Within ten (10) days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Worker's Compensation and Comprehensive General Liability (Bodily Injury-$500,000 each person, $1,000,000 each occurrence ($2,000,000 aggregate limit); Property Damage - $250,000 each occurrence). The City reserves the right to request any other insurance coverages as may be required by each individual project. 9. ADDITIONAL INSURANCE REQUIREMENTS: a. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers'compensation insurance policy. 09/01/04 2 b. Certificates of insurance shall be delivered to the City of Fort Worth,contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth, TX 76102,prior to commencement of work on the contracted project. c. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. f d. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non-renewal,and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. e. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A:VII or equivalent measure of financial strength and solvency. f. Deductible limits, or self-funded retention limits, on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City. g. Other than worker's compensation insurance, in lieu of traditional insurance, 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. h. Workers' compensation insurance policy(s) covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. i. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. j. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self-funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. k. In the course of the project, Contractor shall report, in a timely manner, to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. Contractor's liability shall not be limited to the specified amounts of insurance required herein. in. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. 10. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a non resident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. "Nonresident bidder"means a bidder whose principal place of business is not in this state,but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. ""Texas resident bidder"means a bidder whose principal place of business is in this state,and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. 09/01/04 3 This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all non resident bidders in order for its bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 1 11. 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 UTILIZATION FORM SUBCONTRACTOR/SUPPLIER UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the 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 (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 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 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 and barred from participating in City work for a period of time of not less that three(3)years. 12. AWARD OF CONTRACT: Contract will be awarded to the lowest responsive bidder. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of ninety (90) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, GOOD FAITH EFFORT FORM, and/or the JOINT VENTURE FORM("Documentation")as appropriate is received by the City. The award of contract,if made,will be within ninety(90)days after this documentation is received,but in no case will the award be made until all the responsibility of the bidder to whom it is proposed to award the contract has been verified. 13. PAYMENT: The Contractor will receive full payment(minus retainage) from the City for all work for each pay period. Payment of the remaining amount shall be made with the final payment, and upon acceptance of the project. 14. ADDENDA: Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledging them at the time of bid receipt. Information regarding the status of addenda may be obtained by contacting the plans desk of the Department of Engineering Construction Division at (817) 871-7910. Bids that so not acknowledge all applicable addenda may be rejected as non-responsive. 15. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A.Workers Compensation Insurance Coverage a.Definitions: 09/01/04 4 Certain of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory worker's compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project-includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in §406.096)-includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or toner services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors,office supply deliveries, and delivery of portable toilets. b. The contractor shall provided coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011 (44) or all employees of the contractor providing services on the project,for the duration of the project. c. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. d. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. s e. The contractor shall obtain from each person providing services on a project,and provide to the governmental entity: E (1) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project;and i (2) 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. } f. The contractor shall retain all required certificates of coverage for the duration of the t project and for one year thereafter g. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. : 09/01/04 5 h. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide E services on a project,to: (1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas labor Code, Section 401.011 (44) for all of its employees providing services on the project,for the duration of the project; (2) 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; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; F (4) obtain from each other person with whom it contracts,and provide to the contractor: (a) a certificate of coverage, prior to the other person beginning work on the project;and (b) 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; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (6) notify the governmental entity in wiring by certified mail or personal delivery,within E ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project;and (7) contractually require each person with whom it contracts, to perform as required by paragraphs (1) - (7),with the certificates of coverage to be provided to the person for whom they are providing services. j. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. 09/01/04 6 z i f k. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. B. 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 Worker's Compensation Act or other Texas Worker's Compensation Commission rules.This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text,without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE" The law requires that each person working on this site or providing services related to this construction project must be covered by worker" compensation insurance. This includes persons providing, hauling or delivering equipment or materials,or providing labor or transportation or other service related to the k project,regardless of the identity of their employer or status as an employee". Call the Texas Worker's 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". 16. NON DISCRIMINATION: The contractor shall not discriminate against any person or persons because of sex, race, religion, color, or national origin and shall comply with the provisions of City Ordinance 7278, as amended by City Ordinance 7400(Fort Worth City Code Sections 13A-21 through 13A-29),prohibiting discrimination in employment practices. 17. AGE DISCRIMINATION: 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, or employees, will engage 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 person 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, or employees, or person 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. Contractor warrants it will fully comply with the Policy and will defend, indemnify and hold City harmless against any and all claims or allegations asserted by third parties against City arising out of Contractor's alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this Contract. 18. DISCRIMINATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it 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 current employees of Contractor. 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 against City arising out of Contractor's alleged failure to comply with the above-referenced laws concerning disability discrimination in the performance of this Contract. 09/01/04 7 4 19. PROGRESS PAYMENTS,FINAL PAYMENT,PROJECT ACCEPTANCE AND WARRANTY: a. The contractor will receive full payment(less retainage) from the city for each pay period. t b. Payment of the retainage will be included with the final payment after acceptance of the project as r being complete. c. The project shall be deemed complete and accepted by the City as of the date the final punch list has been completed,as evidenced by a written statement signed by the contractor and the City. r d. The warranty period shall begin as of the date that the final punch list has been completed. e. Bills Paid Affidavit and Consent of Surety shall be required prior to final payment becoming due and payable. f. In the event that the Bills Paid Affidavit and Consent of Surety have been delivered to the city and there is a dispute regarding (i) final quantities, or (ii) liquidated damages, city shall make a progress payment in the amount that city deems due and payable. g. In the event of a dispute regarding either final quantities or liquidated damages, the parties shall attempt to resolve the differences within 30 calendar days. i k { f E 09/01/04 8 r x FORT WORTH M/WBE POLICY FORT W6RTH City of Fort Worth Minoru and Women Business siness Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS — OPTION 2 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 Busincss Enterprises (M/WBE) 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-OPTION 2 The City's MBE/WBE goal on this project is 22%of the base bid value of the contract. S 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 M/WBE 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. 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid 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 l 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. i FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED If NON-RESPONSIVE TO SPECIFICATIONS Any questions, please contact the M/WBE Office at(817) 392-6104. Rev.5/30/03 , )F� afi. t•� 6 � � I F �, A -tACHMENT IA, Option 2 Page 1 of 4 f FORT WORTH ' 7 City of Fort Worth �W Subcontractors/Su liers Utilization Form — Option 2 Subcontractors/Suppliers P PRIME COMPANY NAME: Check applicable block to describe prime k ST VA'gN I-F— �- \,,J\1,I 11 L. . PROJECT NAME: M/W/DBENON-M/W/DBE LX BID DATE City's M/WBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NUMBER i o 22/0 4,41n % floe_* L�0101 y Ota 3 i 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. i 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 i 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. i Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct t payment from the prime contractor to a subcontractor is considered 1 st 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). � t 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 I M/WBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the I fees and commissions earned by the M/WBE as outlined in the lease agreement. fJ 5", .. RPS 1;q0 , j ATTi4GHMENI`1A `� p�y�y Pa e 2 of 4 gj 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) SUBCONTRACTORISUPPLIER T n N T Detail Detail Company Name i Address a Ni W C X M Subcontracting Work Supplies Purchased Dollar Amount T D W Telephone/Fax r B B q o 6 E E C T E. A 5,(Awara w C-,QaaeL \' Z5 F. 9 ��T- �,Jorza-N, Tx. �\\\ t '' ✓ 5, Zai �' 81 •834- X1'6 sv A8>c.l. M�arEw��-s TcZ.�c+��►.i c-, 9,000 = ' 0 boxIL �a t 2-m't) - rl-"X ao ' 4 , Fb%-T �nkR-zH,Tic. '14%10t 3, o o� a r $l-� - g88- 315a _ I Jd� Ra G OC,�}ET Fu E L Q,o Eine s5� Tom. -44040 L- Zr 000 $ - Zb'Oc- 511'D n- 4 S6 0":v-TToN l ?( Still E t +ice n G' I k �: .a'CTRCtiEA s a Page3 t - Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e.,Minority,Women and non-MiWBEs. Please list MlWBE firms first,use additional sheets if necessary. Certification o (check one) n SUBCONTRACTOR/SUPPLIER T N T Detail Detail Company Name i C X M Subcontracting Work Supplies Purchased Dollar Amount I Y[ Address a m W T D Telephone/Fax r B B R o B E E C T E A s ,x1 Tec -1U�o+asTR�►c,•n�r) TotAL T\L—i�-''� LOOP $zo 305,'5k. M/WAr. P+t't.e_1 Iw► uoG.p SIS-49 b- 53to 1 IN 1'l�1b �.��pLCtL t 1}-446- 3014y IP Is,Soo .)E- LoF G loo rJ. 3to— _-T. ! �r 00 t C o Z 8\}- 65y - 31\i E F��Q�c,ee TN. �z48 'A oil-441- 14 LI �AQ1�•C1onl F�,.ac� >e N,�9 'Za,.�TaLS ruz�«v E5 Ln0 TRu�. ►•Ii`w�u. ewo. i � X 9 ai0 4 13OV5 C-�r�Tew�*t Au►AJCf` .t}3043kq µ i ,. ' ' v x .�. -,. is,t --.M1 a - "•t„-'•-' ... �-fix - ,. = ATTACHMENT 1A option 2 Page 4 of 4 .FORT WORTH 2S r Total Dollar Amount of M/WBE Subcontractors/Suppliers $ 7-14 r y.Z Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ 3Q , �s 6 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 4 `'J p1Z�„ r 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 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. �' G✓ �ot�a ,aT�B��-E , Aut rized Signature Printed Signature �RES�0r-"TCST1nfan��- Title Contact Namelritle(if different) Err G�6\t-r- a- W%M4 V'XC_ 31:4- 34A-7..056 S1:4-a44- Zx)9S Company Name Telephone and/or Fax �o• boy, -AA 32,C .�et`� �{,1-12++1de.t'Sot1Q St<Lloi���raltr�rt• COr+� Address E-mail Address -T'<' -�I : City/State/Zip Date i 1 v -A Farm k '0-RT', ORITT­ , #iefrt�Pag e 1 of 1 City Of F0h' Prime Contractor Waiver Form-Option 1 PRIME COMPANY NAME: Check applicable block to describe rime PROJECT NAME: M/W/DBE NON-M/W/DBE BID DATE City's M/WBE Project Goal: PROJECT NUMBER tJov, If both answers to this form are YES, do not complete ATTACHMENT 1 C(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 1C. This form is only applicable if both answers are yes. .Failure to complete this form in itsentirety and be received by the:Managing Department on or before 5:00 i p-. m., five(5)City business days after bid opening,.exclusive of.the bid opening date, will result in bid being-considered non-responsive to bid specifications. j 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. 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 f 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 x 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. horized Signature Printed Signature x t�sZr s�oe:,�'� -Sg-wz.`f I�,�i�tz-sor•� Es-rt�1�4-T�2 Title Contact Name(if different) d ST(firg1�-E �1- Qt wl 6 X L `84-4- -z-VI v Company Name Phone Number Fax Number P,O. t3ox �°134o Je�ry. hendersoneS��bi�ewonrt-C Address Email Address i S�G1 VA crw TX City/StateDate r i Y Rev.5/30/03 fz � ATTACHMENT iC s QpWPage t`of 3 � � . FORT W�RT H z 1 := "k" 0?M*M 2, City sof- Fort worth Good Faith Effort Form-Option *Z PRIME COMPANY N`AME:' Check applicable block to describe JTf�451�.E d- Vim/ wit�11 't-t G. rime PROJECT NAME: M/W/DBE x NON-M/W/DBE BID DATE X M(-1t_t_pt_r-t +- P A q int C- r oy, t 'Z90 City's M/WBE Project Goal: PROJECT NUMBER If you have failed to secure M/WBE participation and you have subcontracting and/or supplier opportunities or-if your DBE participation is less than the City's project goal,you must complete this form. If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or r knowing misrepresentation the facts or intentional discrimination by the bidder. Failure to complete this form, in its entirety with supporting 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. 1.) Please list each and every subcontracting and/or supplier opportunityl for the completion of this project, regardless of whether it is to be provided by a M/WBE or non-M/WBE. (DO NOT LIST NAMES OFF� IRMS) On Combined Projects, list each subcontracting and or supplier opportunity through the 2" tier. (Use additional sheets, if necessary) t List of Subcontracting Opportunities List of Supplier Opportunities 4MA 1= "/r Cti E-C.T 1 o N c, Av:vm SP►*ate y- C-��z /tet_ j C 0 0 :r V; To%L e-r r � l ATTACHMENT tC Page 2 of3 q t 9 OFT10N 7- 2.) Obtain a current(not more than three(3) months old from the bid open date) list of M/WBE subcontractors and/or suppliers from the City's M/WBE Office. X _Yes Date of Listing q / 30 / O _ No 3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? M Vq% oc-e. zz, 7r00H f C Yes (if yes,attach M/WBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? «�L�o o c.-r. -u� z�ooy _Yes (If yes,attach list to include name of M/WBE firm,person contacted, phone number and date and time of contact.) No NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile is used, attach the fax confirmation, which is to provide M/WBE name, date, time, fax number and documentation faxed.. x NOTE: If the list of M/WBEs for a particular subcontracting/supplier opportunity is ten (10) or less, the bidder must contact.the entire list to be in compliance with questions 3 and 4. If the list of M/WBEs for a particular subcontracting/supplier opportunity is ten (10) or more, the bidder must contact at least two- thirds (2/3) of the list within- such area of opportunity, but not less than ten to be in compliance with `questions 3 and 4. 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of plans and specifications in order to assist the M/WBEs? r _Yes No 6.) Submit documentation if M/WBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the M/WBE was rejected and any supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the bidder will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. (Pie e use additional sheets, if necessary, and attach. Company Name Telephone Contact Person Scope of Work Reason for Rejection AOc ZSI.- 1#664 V-E.,,/tr-1 1Att�-t�t�5 riot- L.ow P.��r� 4LM-o zDo �� UTFt nt er mow 13 P j a 1 I§ a_737.. Apfiet3-Page 3 of 3 i< ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain M/WBE participation on this project. The bidder further agrees to provide, directiy to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original 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 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 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. The undersigned certifies that the information provided and the M/WBE(s) listed was/were contacted in good faith. It is understood that any M/WBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by , th ity's M/WBE Office. c✓ So �•1 STr�B1`� uthorize' Signature Printed Signature f �¢.ES�flE.MT ��¢tL`( It�Nt��¢Sona� EsTtt`t�-'T'o� s Title Contact Name and Title (if different) t _STAe'►L.E 4- \AAM?4 91'A -Su-4--Walt, 54:1- 2.090 Company Name Phone Number Fax Number r?.D , Boy -93F�C� Jec-�-�.1-aenolerson eP Stab�l�tiainn. com Address Email Address I � --b I-I--°i City/State0p Date ATTACHMENT 1 C Option 1 Page 1 of 3 FORT WORTH City of Fort Worth i Good Faith Effort Form-- OPTION PRIME COMPANY NAME: Checkapplicable block to describe i rime I PROJECT NAME: M/W/DBE NON-M/W/pgE City's M/WBE Project Goal: BID DATE PROJECT NUMBER / �( r �� 26% _.. 146 { If you have failed to secureM/WBE participation and you have subcontracting and/or su lier o s` DBE participation is less than the City's project goal,you must complete this form. pp PPortunities or if your If the bidder's method of compliance with the MIWBE goal is based upon demonstration of a ,t "good faith effort", the bidder will have the burden of correctly and accurately preparing d ' .submitting the documentation required by the City. Compliance with each item, 1 th u 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. 1n EF *lre to complete this formin its entirety with suging Department on or before 5:00 PPorting documentation, and received by the ` ng date, will result in the bid being ponsidered non-responsive to bid specifications.business days after opening, exclusive of bid 1.) Please list each and every subcontracting and/or supplier opl project, regardless of whether it is to be provided by a M/WBEor nonnM/WBE.tyl fort(DOcNOT ILIST NAMIEils S QF FIRMS) On Combined Projects, list each subcontracting and or supplier o 2" tier. pp opportunity through the (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier PP Opportunities 02,I , � l t I u - CP 0 i n 0. r . r r , r ATTACHMENT 1C Option 1 Page 2 of 3 2.) Obtain a current(not more than three(3) months old from the bid open date) list of M/WBE ;.. subcontractors and/or suppliers from the City's M/WBE Office. Yes Date of Listing /� /�/ 0 / No 3.) Did You solicit bids from M/WBE firms, within the subcontracting. g an d/or supplier areas previously ., .., listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are f opened? j Yes (If yes,attach M/WBE mail listing to include name of firm and address and a dated copy of letter mailed.) No c, 4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the da the bids are opened? y Yes (if yes,attach list to include name of M/WBE firm,person contacted,phone number and date and time of contact.) f No NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile is.used, attach the fax confirmation, which is to provide M/WBE name, date, time, fax number and documentation faxed. NOTE: If the list of M/WBEs for a particular subcontracting/supplier opportunity pp ortu ntty Is ten (10) or less, the bidder must contact the entire list to be in compliance with questions 3 and 4. If the list of M/WBEs for a particular subcontracting/supplier opportunity is ten (10) or more, the bidder must contact at least two- / thirds (2/3) of the list within such area of opportunity, .but not less than ten to be in compliance with questions 3 and 4. X 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of plans and specifications in order to assist the M/WBEs? • _Yes E No . ' 6.) Submit documentation if M/WBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the M/WBE was rejected and any supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the bidder will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. Please use additional sheets, if necessary, and attach. Company Name Telephone Contact Person Scope of Work Reason for Rejection _ 111cCau,le� lair+ VI-7 0 L01,V 1 6 p ATTACHMENT 1C Option 1 Page 3 of 3 y int. ...r. P g ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MIWBE participation on this project. ,c TAl 04 11 , oo,:� I-f, Cl Le 1-7 z The bidder further agrees to provide, directly to the City upon request, complete and nr ` accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and ;r files held by their company that will substantiate the actual work performed 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 i (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from I participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the M/WBE(s) listed was/were contacted in good faith. It is understood that any M/WBE(s) listed in V ` Attachment 1C will be contacted and the reasons for not using them will be verified by the City's MM E- ffice. r: r Autho ' ed Signat Printed Signatu e Title Contact Name and Title (if different) -Te,�� C����, .--14� -3DB'; Company Name Phone Number Fax Number � II Low �Q J' �'I4,60 y �DgD � Address Email Address wA/o City/State2ip Date 6. City of Fort Worth . Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS — OPTION 1 APPLICATION OF POLICY y ! 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 (M/WBE) 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. F' M/WBE PROJECT GOALS-OPTION 1 F: The City's MBE/WBE goal on this project is 26%of the base bid value of the contract. aCOMPLIANCE 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 either of the following: by ` 1. Meet or exceed the above stated M/WBE goal, or 2. Good Faith Effort documentation, or; ,:.. -.�3. Waiver documentation, or; 4. Joint Venture. SUBMITTAL OF REQUIRED DOCUMENTATION �•y`,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. 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid 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. statedgoal: }; . 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: o ening 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: openin d 5. Joint Venture Form, if utilize a joint venture ate, exclusive of the bid opening date. received b 5:00 to met or exceed goal. Y p.m., five (5) City business days after the bid 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 r: I_ Any questions, please contact the M/WSE Office at(817)392-6104. r-. Rev.5/30/03 WINA F 770 OR .rl ATTACHMENT 1A 0 Option 1 Page 1 of 4 FORT WORTH City of Fort Worth � I Subcontractors/Suppliers Utilization Form — Option 1 PRIME COMPANY NAME: Check applicable block to describe prime S`�'Ca�S\�e fir- V�l�i-1r� �NtG- M/W/DBE NON-M/W/DBE PROJECT NAME: BID DATE 1`�l�Lco�,t� d- ��►`,<r�� E STQ-�� r1®.e. ka -z_®oy City's M/WBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NUMBER 26% y,Z® % Doe. * 401o7- to 3 z 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 y 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 St 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). y 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. 9 , Rev;5130/03 77 l ATTACHMENT 1A ;. 'pRT WORTH Option t Page 2 of 4 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) SUBCONTRACTOR/SUPPLIER T n 1 i N T Detail Detail Company Name Address a m W C X M Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B BR 0 B t E E C T E A �SC1 TR-\1►Glj-in�F'I 5e4r�fl, G1a.��:C� Aol (-AQ2tC,0-rMai f. i 14_21 81�-83'� • $Z�-10 a$E.t- Mw�wr.��-s T�v►e.�c-\.a c-, q�000 = -�' � �i ,0. Box WA-1 t i i Qvl�•S�rZ� ��3 4,Soo g Go�ro�►J �ol,-r���c � r � �tL 'i?—\G oC.-\}E.-C- F:1.A S L IZ.o 1 Q.o�(gL Pp►c�t.*,��-t ,i k Eu►\.EsS� TK. '4-604<) ° XCY- C�1rGL. Zi ooc'� d � i S�� ' ZbOo— 591'Dt E , t °p 1 X t - 4%5- 4 SVO ) Rev.5/30/03 R ATTACHMENTIA FORT WORTH O tion 1 Page 3 of 4 i Primes are required to identify ALL subcontractors/suppliers, regardless of status;i.e., Minority,Women and non-M/WBEs. ,I Please list M/WBE firms first, use additional sheets if necessary. f Certification N (check one) SUBCONTRACTOR/SUPPLIER T n Company Name i N T Detail Detail Address e M w C D M T D Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r g B R o B E E C T E A ITa�-Tec -t t®•asz ►G�n®,•I U-nL-I" Torat_ soR\L. (Qq IZ(O �. Tx. �c.vvZ l` 49b- 53to 1 a��w•sc i'•a..o+a tA► 6 uv r Iw Tl�+S rt►.,.r.gC.�L cr� "IF-,,.n-r \oJ®+R-'r'O, "S`x. -JA-k\l s 4�j�00® >r 65W - 3I I l-f-EQ, T)e. -4(#7-48 ao 14 G-4-1 �Std-�-'�!1 •�sa5� 1 X ( Pa2r+E.0,J� Feac.� ®o FSS,,c.e z\51 � F 1 x 1Zt 153 4 z qla 590- M 5 0 I � �EXA•S 9'T�164t-1��o*j 13oz3 t�,a�ewr�-t a►.�,►�►a cti.. Lt r�R Mr}TAL °' I !Etna-, -rx. 81 - 430 ' Rev.5/30/03 ff � � ATTACHMENT 1A FORT 'R RTH Option 1 Page 4 of 4 Total Dollar Amount of M/WBE Subcontractors/Suppliers3io �I 403 ITotal Dollar Amount of Non-M/WBE Subcontractors/Suppliers �3 J� all I TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 6 ® — all 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 r 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. x , 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 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. A Signature Printed Signature 1�2Es�®Et.aT SEfz.�.Y �EN®rr�.sor.� , Esz-tr,�aso2. r Title Contact NameMtle(if different) S�fa6t_E d- W1t4t.9 z®Bc� 81� •a4�- z®9 , Company Name Telephone and/or Fax -�-d®� �"q'�g� s�rr;�, hQnde,.cs�n a Stab��e.wtnn• c.orr>I Address E-mail Address S 14 ewf A r4w T - . 4-6059 3 City/State2ip Date I 'I t f Rev.5/30/03 r, ATTACHMENT 16 F�RTO RT -I Option 1 Page 1 of 1 City of Fart Worth Prime Contractor Waiver Form-Option 1 PRIME COMPANY NAME: c \ l Check applicable block to describe c7T(���1— d" W1M�l ,Nle rime PROJECT NAME: M/W/DBE NON-M/W/DBE BID DATE City's M/WBE Project Goal: PROJECT NUMBER p 26% If both answers to this form are YES, do not complete ATTACHMENT 1 C(Good Faith Effort Form). All quest;ons 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 1C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the:Managing 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. NO The bidder further agrees to provide, directly to the City upon request, complete and accurate information i 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 k 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. orized Signature Printed Signature I�tze.s�®E.-'►T ���.`( I�,•z�-s�r� Es-r�rt►a--t-�2- Title Contact Name(if different) s 1 S'T t'-argl L E �- 1 wt*� tJ�L g��- ���—?�'Qub St� " '84�- Z-l`�c'�.-� { i t, Company Name Phone Number Fax Number x jj &DY mosso Jerry, he.etclersvj eStgbi)ew,nn-coo" tll Address Email Address SfaGltlgkl, City/State/Zip Date ' Rev.5/30103 ` ��i ` t sit-tj' "s a'- ',- -�`� ATTACHMENT 1C Option 1 Page 1'of 3 FORTW(?RT H _. City of Fort Worth Good Faith Effort Form-Option 1 PRIME COMPANY NAME: Check applicable block to describe rime PROJECT NAME: M/W/DBE �C NON-M/W/DBE M(A LLQLr 1 a" I BID DATE r4vy, too �O City's M/WBE Project Goal: PROJECT NUMBER —� 26% If you have failed to secure M/WBE participation and you have subcontracting and/or supplier opportunities or-,f your DBE participation is less than the City's project goal,you must complete this form. If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, z shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. Failure to complete this form,. in its entirety with supporting 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. 1.) Please list each and every subcontracting and/or supplier opportunity) for the completion of this u project, regardless of whether it is to be provided by a M/WBE or non-M/WBE. (DO NOT LIST NAMES OF FIRMS On Combined Projects, list each subcontracting and or supplier opportunity through the 2" tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities - t l.IT L� ES \JWT a-3- Se-We-Q, E i M L sTV-, lea ascr�t S�k S. i � C�fl O T'Pk$LE. Oi VLT �E _ [S ""'ATTACHMENT>tC �6 tion. O p 1 Page 2 of 3 2.) Obtain a current(not more than three(3) months old from the bid open date) list of M/WBE subcontractors and/or suppliers from the City's M/WBE Office. r _2(_Yes Date of Listing °t / 30 / O _ No 3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Mtqt or-r. zz� Zooy _ C Yes (If yes,attach M/WBE mail listing to include name of firm and address and a dated copy of letter mailed.) No z, 4.) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? v o M. u, zooy _XYes (If yes,attach list to include name of M/WBE firm,person contacted,phone number and date and time of contact.) No NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile is used, attach the fax confirmation, which is to provide M/WBE name, date, time, fax number and documentation faxed.. NOTE: If the list of M/WBEs for a particular subcontracting/supplier opportunity is ten (10) or less, the bidder must contact.the entire list to be in compliance with questions 3 and 4. If the list of M/WBEs for a particular subcontracting/supplier opportunity is ten (10) or more, the bidder must contact at least two- thirds (2/3) of the list within-such area of opportunity, but not less than ten to be in compliance with questions 3 and 4. 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of g plans and specifications in order to assist the M/WBEs? _XLYes x No 6.) Submit documentation if M/WBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the M/WBE was rejected and any F supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the bidder will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. Please use additional sheets, if necessary, and attach. Company Name Telephone Contact Person Scope of Work Reason for Rejection etaUTI -ti e 5 Roc- 2stv-10&mL4 sly ME. SuS-VLS •0247— D,omtJ e- L.1 7-1f r7 lJorLow e p I � i' W. k .r„ sig r 7 cr ray 0 ATTACHMENT 1C Option 1 Page 3 of 3 ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain M/WBE participation on this project. The bidder further agrees to provide, directiy to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original 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 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 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. The undersigned certifies that the information provided and the M/WBE(s) listed was/were contacted in good faith. It is understood that any M/WBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the ity's M/WBE Office. tJ Sc H r.� STr+81`� horized Signature Printed Signature �TZES1flEr�T SERB`{ �LNpgoSo�.1r EST1r-1f-�-'to�. Title Contact Name and Title (if different) -zotbt, Company Name Phone Number Fax Number o , a0X -a3ar� Jec-r-�,l�enclerson.� S-t9b�leua�nn. coM Address Email Address City/State0p Date � *� - `�`�- ''> � .r.5` >4 tr, � K� �y:u S r-•r`-`' 2x. -.'T. 'a�}*i �t .fy mss' - t netana O C_ NTr- 71o,.� ' ATTACHMENT 1C FORT WORTH Option 1 Page 1 of 3 City of Fort Worth i Good Faith Effort Form-Option 1 PRIME COMPANY NAME: Check applicable block to describe rime PROJECT NAME: M/W/DBE NON-M/W/DBE L l BID DATE City's MAYBE Project Goal: PROJECT NUMBER 26% fr -7'�2 Lf aZ If you have failed tosecure M/WBE participation and you have subcontracting and/or supplier opportunities or if your DBE participation is less than the City's project goal,you must complete this form. If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and .submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, {Y :shall isatisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. r Failure to complete this form, in its entirety with supporting 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 hs opening date,will result in the bid being considered non-responsive to bid specifications. � 3 w Please list each and every subcontracting and/or supplier o pp pportunityl for the completion of this j project, regardless of whether it is to be provided by a MAA/BE or non-M/WBE. (DO NOT LIST NAMES OF F_ I� RMS) On Combined Projects, list each subcontracting and or supplier pP opportunity through the (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities x r-c4T _L1 p I f URI" C n rca 5 ATTACHMENT 1C Option 1 Page 2 of 3 f� 2.) Obtain a current(not more than three(3) months old from the bid open date) list of M/WBE subcontractors and/or suppliers from the City's M/WBE Office. _XYes Date of Listing /© /_L? / 01 No i 3.) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously. listed,at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? ,x Yes (If yes,attach M/WBE mail listing to in name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously listed,at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes (if yes,attach list to include name of M/WBE firm,person contacted,phone number and date and time of contact.) No i NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile isused, attach the .fax confirmation, which is to provide M/WBE name, date, time, fax number and documentation faxed.. NOTE: If the list of M B /VII Es for a particular subcontracting/supplier opportunity is ten (10) or less, the bidder must contact the entire list to be in compliance with questions 3 and 4. If the list of M/WBEs for a particular subcontracting/supplier opportunity is ten (10) or more, the bidder must contact at least two- thirds(2/3) of the list within such area of opportunity, .but not less than ten to be in compliance with f` questions 3 and 4. 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of plans and specifications in order to assist the M/WBEs? - _Yes No + ' 6.) Submit documentation if M/WBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the M/WBE was rejected and any = supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide dispute concerning quotes,the bidder will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. Please use additional sheets,if necessary, and attach. Company Name Telephone Contact Person Scope of Work Reason for Rejection Pic caw l a, 64 4.7 - �Z�ro m�Co w� —� � nL Low 6I rt,6 , 61'd s ' 6 ATTACHMENT 1C Option 1 Page 3 of 3 . ADDITIONAL INFORMATION: -. Please provide additional information you feel will further explain your good and honest efforts to obtain MMBE participation on this project: J t i A Le --� -� o �^ . ,�� r l/OCl� ✓IG l�B The bidder further agrees to provide, directly to the City upon request, complete and accurate -information regarding actual work performed on this contract, the payment thereof 'and any proposed changes to the original 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 on this contract, by an authorized officer or employee of the City. . X Any Antentional 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 creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for period of time not less than one (1) year. .The undersigned certifies that the information provided and the M/WBE(s) listed was/were contacted in good faith. It is understood that any M/WBE(s) listed in Attachment 1 C will be contacted and the reasons for not using them will be verified by the City's M/VV ffice. � r ]Aloo alt. Autho ' ed Signat Printed Signatu e Title Contact Name and Title(if different) Company Name Phone Number Fax Number r C) tti 0 9019 a oL(6,04­' , X00 h Address Email Address Wo ct�f City/State/Zip Date r„ :u FORT WORTH 'tet City of Fort Worth Minority and Women Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR BIDDERS — OPTION 3 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 Busiriess Enterprises (M/WBE) 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-OPTION 3 The City's MBE/WBE goal on this project is 28%of the base bid value of the contract. 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 M/WBE 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. 1. Subcontractor Utilization Form, if goal is received by 5:00 p.m., five (5) City business days after the bid { 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 venturereceived by 5:00 p.m., five (5) City business days after the bid to met or exceed goal, 7opening 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. ' 4 rte I Rev.5/30/03 1 r .... - ... x fl I ( ATTACHMENT 1A r Option 3 Page 1 of 4 FORT WORTH City of FortWorth Subcontract rs/Suppliers Utilization Form — Option 3 PRIME COMPANY NAME: Check applicable block to describe prime j PROJECT NAME: J1I M/W/DBE X NON-M/W/DBE BID DATE 1 A o\( . I-I- City's M/WBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NUMBER 28% %, DCS * 4067- 4®e 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, i will result in the bid being considered non-responsive to bid specifications. mat 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"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). t 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 i 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. Rev.5/30/03 3 f� ENT 3 ATTACHM Ootion 1 Page 2:of 4 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) n SUBCONTRACTORISUPPLIER T N T Detail Detail Company Name i C X M Subcontracting Work Supplies Purchased Dollar Amount Address e M W T D W Telephone/Fax r B B R O B E E C T E 1, A gSG1 go \�E1•�A�R. AC -42> owT Wo,a" Ty. 1 r s 000 ' ' fox �d N y- soo -' t ��,o-ro•a..1 D%- Sox t-Sao X coo i Fb%-T N40111--VA,TX. A�%;P s �- r r 315a G dG!}ET F.A E L- {Zo ao Eu�.EsS, T)e. 4.t,o4d X F\-k L_ Zt 00C " t X r ' ^'. � ice• - Y � k- .��s-�' ,^sa A g. v, - rx -IF k ACTT CHRAENTfpC I ..O tion 1 Pa e 3 of 4 9 Primes are required to identify ALL subcontractors/suppliers,regardless of status;i.e., Minority,Women and non-M/WB Es. Please list MAYBE firms first,use additional sheets if necessary. Certification N SUBCONTRACTOR/SUPPLIER T (check one) n Company Name i N T Detail Detail Address e M W C X M Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B B R O B E E C T E A E �Gc�-Ttc�-1 co�asT�►�-no►J U-tl�l�''{ 1 1133 E. 1-Coe 8Zo � �oR�� °IZ.Ip 49b- 53to 1 Mlvuc�� �oo���f 1 tt...uo�G1 Ir►7-vvkg %A%A"Sez- 814-44tD ,5'Do�- LoF LrA No .400 rJ.ir. 3e� ST• R-•E8P4� Tx. -wm , «o 1 i - `�81'} co G[o,Seo l POIq-,44t- 19148 )1�Aa.AE+o,J Feac� wo 00 zSO xwk 1N1TEsv 12-��A'T ALS �tt¢..I cav E�j i?00 TAe te. ►,IEw��.�. Bw o, X 4✓1�-59v- EoSb i F M�zl A �g, i u �-, rt'x. '�4z48 q f $1 430 v Y v - Mv ATTACHMENT 1A FORT WORTH Option 3 Page 2 of 4 Primes are required to identify ALL subcontractors/suppliers, regardless of status;i.e., Minority,Women and non-MNVBEs. L. Please list M/WBE firms first,use additional sheets if necessary. Certification N (check one) o SUBCONTRACTOR/SUPPLIER T n Company Name i N T Detail Detail Address e M w T p M Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r B B R O B E E C T E A Tx � 00 Dr�L�AS, Y. 9AOI5 t-- x 31314 I G r I r s 7- F 1 I '•� � x�� Rev 5!30/03 77777}� ATTACHMENT 1A FART tiVgRTH��, Option 3 Page 4 of 4 11 SO Total Dollar Amount of M/WBE Subcontractors/Suppliers $ Total Dollar Amount of Non-M/VVBE Subcontractors/Suppliers $ �- C� TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 20 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 I` 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/W BE 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 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. w S®N4tA �- Au rized Signature Printed Signature ®ENT �"��e OfJ . E sT�r,t4'1�oR Title Contact Name/Title(if different) STpAsxLE i- \,),.A pot - a41,ZO&6 IBI-4- 844- Z09s Company Name Telephone and/or Fax 3�L �err�t,he,nolec�s�n Q St.,lg -Winn-corn Address E-mail Address City/State/Zip Date �� � Rev 5/30/03 �m ATTACHMENT IB F o RT WORTH Option 3 Page 1 of 1 City of Fort Worth Prime Contractor Waiver Form-Option 3 PRIME COMPANY NAME: Check applicable block to describe .S 8\i- E-e� as►� `�C. , rime PROJECT NAME: I M/W/DBE X NON-M/W/DBE BID DATE City's M/WBE Project Goal: PROJECT NUMBER 28% 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 both answers are yes. Failure to complete this form in its entirety and be received by the Managing Department on or before 5:00 p'm., five(5) City business days after bid opening, exclusive of the bidopening 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, N this is your normal business practice and provide an operational profile of your business. O 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. 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. !.•/ �� T®1-s orized Signature Printed Signature F2e5.1t> Esq irtA'Tce— ' Title Contact Name(if different) f Company Name Phone Number Fax Number P o. o>o 93�� ��-r .h�not�r��on e spa 6.'lew�`n,n.cax► Address Email Address t. City/State/Zip Date; y Rev..5/30/03 =p � � u. ATTACHMENT 1C Gp*ot°t-# Page 1 of 3 FORT WORTH °p'" - City of Fort Worth Good Faith Effort Form-Option 3 PRIME COMPANY NAME: Check applicable block to describe rime STfa6!!.E �}-�twrltJl �r.AC. PROJECT NAME: M/W/DBE jC NON-M/W/DBE M A Le-apt-r-t d" '�`t���� - BID DATE t4ov. City's M/WBE Project Goal: PROJECT NUMBER z If you have failed to secure M/WBE participation and you have subcontracting and/or supplier opportunities or if your DBE participation is less than the City's project goal,you must complete this form. If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. Failure to complete this form, in its entirety with supporting 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. 1.) Please list each and every subcontracting and/or supplier opportunityl for the completion of this project, regardless of whether it is to be provided by a M/WBE or non-M/WBE. (DO NOT LIST NAMES OFF� IRMS) On Combined Projects, list each subcontracting and or supplier opportunity through the 2" tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities ta-t � �is �.h�►Y �a- Se�>✓cz, 1= M P 6 V 10 to E t' uAG i-VA-LV E S M ra rJ oL .a 5 �adscc�C S i t,�J Lr 1 thee rinTv, se r,%D `1.- c-Amo,/i=ts f-��-\C.�►Q o '-r iP! �-1� of�.1.T # r if i fI r 77 � r r ATTACHMENT 1 C Orficarl Page 2 of 3 Ov3 2.) Obtain a current(not more than three(3) months old from the bid open date) list of M/WBE subcontractors and/or suppliers from the City's M/WBE Office. Yes Date of Listing ®► / 3O / 09_ No 3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? MrgtocT. zzr 20®y _ C Yes (if yes,attach M/WBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from M/WBE firms,within the subcontracting and/or supplier areas previously ` listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? LM V_® O M. _4Z., zooy _ Yes (if yes,attach list to include name of M/WBE firm,person contacted,phone number and date and time of contact.) No NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile is used, attach the fax confirmation, which is to provide M/WBE name, date, time, fax number and documentation faxed.. NOTE: If the list of MIWBEs for a particular subcontracting/supplier opportunity is ten (10) or less, the f bidder must contact.the entire list to be in compliance with questions 3 and 4. If the list of M/WBEs for a particular subcontracting/supplier opportunity is ten (10) or more, the bidder must contact at least two- thirds (2/3) of the list within such area of opportunity, but not less than ten to be in compliance with questions 3 and 4. 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of plans and specifications in order to assist the M/WBEs? .r _Yes i No 6.) Submit documentation if M/WBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the M/WBE was rejected and any supporting documentation the bidder wishes to be considered by the City. In the event of a bona fide V dispute concerning quotes, the bidder will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. (Pie se use additional sheets, if necessary,and attach. Company Name Telephone Contact Person Scope of Work Reason for Rejection Aoc st} uz�`t�t�5 �E see 7-3V-1,64 V—V--4 v A rlor Low PF> ,E. 13uw.t w4:1-0,49 : -0292 or.iMIE ti-t"tTt£t7DoT to -3 NIC-). i -'1 j r ,�rr" ATTACHMENT 1C .:. Page 3 of 3 ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain M/WBE participation on this project. C C The bidder further agrees to provide, directiy to the City upon request, complete and r accurate information regarding actual work performed o 9 9 p n this contract, the payment thereof and any proposed changes to the original 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 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 creates a material breach of contract may result in a determination of an irresponsible offeror and barred from E r participating in City work for a period of time not less than one (1) year. E The undersigned certifies that the information provided and the M/WBE(s) listed w was/were contacted in good faith. It is understood that any M/WBE s listed in Attachment 1C will be contacted and the reasons for not using them will be verified by , Xthorize'd Office. ture Printed Signature 1�¢Es% Z'�-VL" gr--rA F.esor-1� Es-c-�r-tom-wiz. Title Contact Name and Title (if different) E STA16tLE- 4- 9 1-4 -sq--li- e4-T-&4:1- ao9� Company Name Phone Number Fax Number s ,0 , Qo�a �-93007 �err�.henolerson.@ S�gb�le���n..�om Address Email Address i City/State0p Date r� it-B kliil s Tle ATTACHMENT IC ¢ Option 1 Page 1 of 3 FORT FORTH City of Fort Worth µ Good Faith Effort Form- Option 3 PRIME COMPANY NAME: Check applicable block to describe ]EEZ:N=0N-M/W/:D:BBPROJECT NAME: E / J IL / O / BID DATE P _ City's M/WBE Project Goal: PROJECT NUMBER 26% 2� �f2 49o� rs. { [if you have failed to secure M/WBE participation and you have subcontracting and/or supplier opportunities or if your DBE participation is less than the City's project goal,you must complete this form. If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and r - submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. r y:. Failure to complete this form, in its entirety with supporting 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. , t r 1.) Please list each and every subcontracting and/or supplier opportunitvl for the completion of this l project, regardless of whether it is to be provided by a M/WBE or non-M/WBE. (DO NOT LIST NAMES OF FIRMS)RMS) On Combined Projects, list each subcontracting and or supplier opportunity through the 3 , 4" (Use additional sheets, if necessary) List of SubcontractingOpportunities- List of Supplier Opportunities y TV F• I / lid( I is r` l n I i e PROPOSAL This proposal must not be removed from this book of Contract Documents. TO: Charles Boswell Interim City Manager Fort Worth,Texas Y MALCOLM & HAYNIE STREET FROM CRAIG STREET TO LANCASTER AVENUE PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET CITY OF FORT WORTH REFERENCE 53 531200 0605 0177800 WATER PROJECT NUMB SEWER PROJECT NUMBER PS58 531200 070580176130 T&PW PROJECT NUMBER GR76 539120 005206771810 DOE NO(S)4062,4063 K-1851, X-15500 SUBMISSION OF BIDS This document is designed as three(3)separate contract documents and shall not be construed as being a single contract. The proposal options are provided as three(3)individual proposals with three(3) ' individual M/WBE specifications. Award of contract(s),if made,shall be to the responsive low bidder for the chosen option. It is mandatory that the contractors bThe contractor shall id on all three(3) Pcomply with the Citytions. The City,at 's ole discretion,will select the option it desires to construct M/WBE ordinance on each option. Failure to provide bids for any option shall be grounds for rendering the bid non-responsive. OPTION I: UNIT I: WATER LINE REPLACEMENT ON HAYNIE WATER PROJECT PO AGEMENT ON MALCOLM AND HAYNIE UNIT II: SEWER LINE RE SEWER PROJECT NO.: PS58 531200 070580176130 UNIT III: PAVEMENT IMPROVEMENTS ON MALCOLM AND HAYNIE T&PW PROJECT NO.: GR76 539120 005206771810 OPTION IL• UNIT I: WATER LINE REPLACEMENT ON HAYNIE Addendum No.4 Page 1 of 43 Nov it,2004 1i a WATERE PO UNIT 11: SEWER LINE REPLACEMENT ON MALCOLM AND HAYNIE : PS58 531200 070580176130 SEWER PROJECT NO. UNIT III: PAVEMENT IMPROVEMENTS ON MALCOLM T&PW PROJECT NO.: GR76 539120 005206771810 OPTION III: UNIT L• WATERLINE RPROJECT NO PW53E53T HAYNIEON 00 0 0530177800 WATER UNIT II: SEWER LINE REPLACEMENT ON MALCOLM AND HAYNIE SEWER PROJECT NO.: PS58 531200 070580176130 UNIT III: PAVEMENT IMPROVEMENTS ON MALCOLM PAVEMENT PULVERIZATION ON HAYNIE T&PW PROJECT NO.: GR76 539120 005206771810 Pursuant to the foregoing'Notice to Bidders',the undersigned Bidder,having thoroughly examined the Contract Documents,including plans,special contract documents,the General Contract Documents and ard Specifications for Street and Storm General Specifications for Water Department Projects and the Stand Drain Construction-City of Fort Worth,and Standard Specifications for Public Works Construction-North Central Texas 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,furnish 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 e Director of the Department of Contract Documents and subject to the inspection and approval of th Engineering 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(as applicable),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: f Addendum No. 4 Page 2 of 43 Nov 11,2004 rs OPTION L• UNIT I: WATER LINE REPLACEMENT ON HAYNIE WATER PROJECT NO.PW53 531200 060530177800 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install,including all appurtenant work,complete in place,the following items) 1. 20 LF 6-Inch Water Pipe*, Per Linear Foot: %..4S `{ Fw r Dollars and �.1 o Cents $ ZS $ 500 2. 1,602 LF 8-Inch Water Pipe*, Per Linear Foot: Dollars and t►�o Cents $ 85h 3. 0.15 TON Cast Iron/Ductile Iron Fittings (MJ,Class 350),Per Ton: F,aY�t THa.EE 1�•+Aoo�fl Dollars �® $ �q�°-= and tao Cents $ 9,300M 4. 2 EA 16"x16"x8"Tapping Sleeve and Gate Valve, Per Each: TwEAT'f S.x 1-1v.Noag_ > Dollars o0 and �o Cents $z,boo $ 5_-+-Zoo 5. 34 EA 1" Service Taps to main,Per Each: 5%x t1uwra4--' Dollars and Cents $ b5o� $ ZZ {oD� 6. 870 LF Install 1" Copper Service from Main to 5' Behind Meter,Per Linear Foot: 00 50 S E_Ve-1 l Dollars andFi FYf Cents $ $ 1% — 7. 2 EA 2" Service Taps to main,Per Each: 4NNoe4p Dollars i °o0 and r. o Cents $ 400 $ °nm a i Addendum No. 4 Page 3 of 43 Nov 11,2004 8. 50 LF Install 2" Copper Service,Per Linear Foot: Dollars and F ---rY Cents $ $ ZS s 9. 34 EA Furnish and Set Class'A'Meter Boxes Per Each: tA%AF—T'( F v e Dollars m and Cents $ 9S $ 330 10. 1 LS Furnish and Lay 2-Inch Pipe&Fittings for Temp Service,Per Lump Sum: aro 00 SNE 4uwoa4r s F,v e Dollars and Cents 11. 10 CY Crushed Limestone, Per Cubic Yard: O►a E Dollars and n10 Cents $ 10 12. 10 CY Class'B'Concrete(2500#) Per Cubic Yard: o►.a E Dollars ao �® and AV Cents $ 10 13. 10 CY Class'E'Concrete(1500#) Per Cubic Yard: D►a F Dollars 00 00 and rho Cents 14. 2,572 LF Trench Safety System, Per Linear Foot: IQ ?� t�o Dollars �- and TES Cents $ $ Z S 15. 2,055 LF 2"HMAC over 6"Flexbase Temporary Pavement Repair,Per Linear Foot: oa � 1► A 1*T Dollars $ 8 $ 4LgO and n10 Cents 16. 30 LF Permanent Asphalt Pavement Repair Per Linear Foot: Dollars 0 and aaD Cents $ (DD $ 89D Nov 11,2004 Addendum No.4 Page 4 of 43 TOTAL AMOUNT BID-UNIT I $ S, O to 3 'KType of Pipe Used PVC DR-14: ?, DIP Class 51: OPTION I: UNIT II: SANITARY SEWER REPLACEMENT ON MALCOLM AND HAYNIE SEWER PROJECT NO.: PS58 531200 070580176130 MALCOLM STREET ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install,including all appurtenant work,complete in place,the following items) 1. 54 LF 6-Inch PVC,SDR 35,Sanitary Sewer Pipe (0'-6'Depth),Per Linear Foot: T�u�►a�r l Six Dollars pO QO and n1 o Cents $ $1, 2. 515 LF 8-Inch PVC,SDR 35,Sanitary Sewer Pipe (O'-6'Depth),Per Linear Foot: T\AJF-M `f SS\/5 1 Dollars 0M do and tJ�o Cents $ $ 3�q�5 3. 302 LF 8-Inch PVC,SDR 35,Sanitary Sewer Pipe(6'- 8'Depth),Per Linear Foot: Dollars and 11 .V Cents $ Vi — $la,qs& 4. 60 LF 6-Inch Ductile Iron Water Pipe,Class 51, Per Linear Foot: Dollarsoc and IAO Cents $ 2A $ Z'3 t{-D 5. 2 EA Standard 4-Foot Diam MH(0'-6'Depth), Per Each: t-66-m&) 14N40a.ED Dollars oo and nl�� Cents $ ��_ $ 3•�� Nov 11,2004 Addendum No. 4 Page 5 of 43 6. 2 EA Standard 4-Foot Diam NIH(6'-8'Depth), Per Each: Tejo Dollars and c`1,o Cents $7,000— $ oco 7. 4 EA Watertight Manhole Inserts, Per Each: Dollars ° "= and V'A o Cents 8. 4 EA Concrete Collars for Manholes Per Each: Ot4S VL%Av4Ofl-tc_'j Dollars �_ 0' and �.a Cents $ 1®+7 $ ®®� 9. 30 VF Interior Protective Manhole Coating,Per Vertical Foot: OrIE �mwoa� F«,-'Y Dollars and alp Cents $ 1S® 10. 3 EA Remove Existing Sanitary Sewer Manhole and Collar,Per Each: 1"MF_ I ku tAoM F)FY'j Dollars and •a o Cents 11. 25 EA 4-Inch Sanitary Sewer Service Tap, Per Each: Dollars °.0 co and to o Cents $ 5O0 $ kZ1 5bo 12. 25 EA Two-Way Sanitary Sewer Cleanout Per Each: Y\n.to 4\At4VQX-O Dollars o.® and tAo Cents $ Zoo $57 COp 13. 630 LF 4-Inch Sanitary Sewer Line Replacement, Per Linear Foot: 010 S►X Dollars SA ®9 7 and )E:7 F-71 Cents $ S Addendum No.4 Page 6 of 43 Nov 11,2004 t 14. 871 LF Trench Safety System,Per Linear Foot: �.� Dollars and F\y—-T Cents $ $ q-3✓r- 15. 871 LF Pre Construction Cleaning and TV Inspection of San Sewer,Per Linear Foot: Dollars o0 oro and Cents $ Z^ $ 16. 871 LF Post-Construction TV Inspection of Sanitary Sewer Lines,Per Linear Foot: OWE- Dollars � 1 cyqc� and T'A® Cents $ $ 17. 10 CY Crushed Limestone,Per Cubic Yard: O wa E Dollars ao ta and �� Cents $� $ 10 18. 10 CY Class'B'Concrete(2500#),Per Cubic Yard: drArx Dollars and too Cents $ $ 10 19. 10 CY Class'E'Concrete(1500#),Per Cubic Yard: O N F Dollars and Cents $ $ I D 20. 750 LF 2"HMAC over 6"Flexbase Temporary Pavement Repair,Per Linear Foot: Dollars oy and ta® Cents $ 21. 170 LF Permanent Asphalt Pavement Repair, Per Linear Foot: TFE 1R-TY {J N Dollars a® Coe and t.\o Cents $ 39 $ wi b30 SUBTOTAL AMOUNT BID-MALCOLM STREET-UNIT II $ -0 313 Addendum No.4 Page 7 of 43 Nov 11,2004 HAYNIE STREET n ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install,including all appurtenant work,complete in place,the following items) 1. 68 LF 6-Inch PVC,SDR 35,Sanitary Sewer Pipe (8'-10'Depth),Per Linear Foot: Dollars o® ®® and t.xc> Cents $ -3z:- 2. z2. 530 LF 8-Inch PVC,SDR 35,Sanitary Sewer Pipe (O'-6'Depth),Per Linear Foot: I Dollars 00 o0 and �o Cents $ >C $ IS q®��' 3. 100 LF 8-Inch PVC,SDR 35,Sanitary Sewer Pipe(6'- 8'Depth),Per Linear Foot: l\Nvax'f 0Nc Dollars a® ®® and o Cents $ 3 $ �. t o o 4. 431 LF 8-Inch PVC,SDR 35,Sanitary Sewer Pipe (8'-10'Depth),Per Linear Foot: T�-4\t2--t"f F,-,k Dollars ao coo and Cents $ 3q— $ 14 105 4 _ 5. 2 EA Standard 4-Foot Diam MH(0'-6'Depth), Per Each: At mf-TF-F-0 Dollars and t.L.o Cents $ V1o0 $3,8©O'er 6. 1 EA Standard 4-Foot Diam MH(6'-8'Depth), Per Each: Two T4c.asra,afl Dollars 00 and 0.0 Cents $Z 0000— $7 0()o 7. 3 EA Standard 4-Foot Diam MH(8'-10'Depth), Per Each: -rwEwry 7Wo 4"Mve-fo Dollars 00 op and K10 Cents $Z $ b, 600 — 8. 6 EA Watertight Manhole Inserts, Per Each: t"o�'t^f Two Dollars ®o an to Cents $ _ $ Z 5 Z Addendum No. 4 Page 8 of 43 Nov 11,2004 i 9. 6 EA Concrete Collars for Manholes Per Each: CN xe I4.1k1W .RC:' Dollars and v.1.,o Cents 10. 50 VF Interior Protective Manhole Coating,Per Vertical Foot: CWS 4r4op4p E%r-TY Dollars o0 00 and 1A Cents $ �45007® 11. 2 EA Remove Existing Sanitary Sewer Manhole and Collar,Per Each: IAQEc 1 %AAO4AO YyFT'L Dollars o0 and �� Cents $ ® $ OO 12. 700 LF Abandon Existing 6" Sanitary Sewer Line, (As Directed by the Engineer) Per Linear Foot: Edd c Dollars $� $ andCents 13. 18 EA 4-Inch Sanitary Sewer Service Tap, Per Each: F.v� 1-ly,aao� Dollars and Cents $ SOO® $ 9, C>00® 14. 18 EA Two-Way Sanitary Sewer Cleanout Per Each: Two �uaoo ' Dollars ao 00 and wlo Cents $ $ 3` voo- 15. 510 LF 4-Inch Sanitary Sewer Line Replacement, Per Linear Foot: VF_ Dollars 510 ®o and t—%r-r Y Cents $� s7,805 16. 1,640 LF Trench Safety System,Per Linear Foot: tic Dollars ''rr QO and 't' Cents $ s-1 6`C 17. 1,640 LF Pre Construction Cleaning and TV Inspection of San Sewer,Per Linear Foot: TW t� Dollars opo mo and o Cents $ Z- $ Addendum No.4 Page 9 of 43 Nov 11,2004 18. 1,640 LF Post-Construction TV Inspection of Sanitary A _ Sewer Lines,Per Linear Foot: flN Dollars wo and t-ko Cents $ $ 1,4 07 19. 10 CY Crushed Limestone,Per Cubic Yard: DDollars op a,o and tao Cents 20. 10 CY Class'B'Concrete(2500#),Per Cubic Yard: Dollars and t o Cents 21. 10 CY Class'E'Concrete(1500#),Per Cubic Yard: SNE Dollars Da o0 and to Cents $ $ `� 22. 800 LF 2"HMAC over 6"Flexbase Temporary Pavement Repair,Per Linear Foot: 1_t mt T Dollars «o and tao Cents $ 8 $ 64007 22. 330 LF Permanent Asphalt Pavement Repair, Per Linear Foot: I k- tVZX`e Dollars 04 00 and tA1 Cents $ 3^ $tO 8,9 O o� SUBTOTAL AMOUNT BID-HAYNIE STREET-UNIT II $Ot�� r 5v TOTAL AMOUNT BID-MALCOLM AND HAYNIE-UNIT II $ �� 1L.9 *Type of Pipe Used: PVC Pipe(SDR-35,Per E1-25,6- 15 inch) x PVC Pipe(PS-46,Per E1-27,6- 15 inch) PVC Pipe(Composite Pipe,Per E1-29, 8- 15 inch) PVC Pipe(Corrugated Pipe,Per E1-31,6- 15 inch) f Addendum No. 4 Page 10 of 43 Nov 11,2004 OPTION I: UNIT III: PAVEMENT IMPROVEMENTS ON MALCOLM AND HAYNIE T&PW PROJECT NO.: GR76 539120 005206771810 MALCOLM STREET ITEM APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL NO. QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT 1. 1 LS Utility Adjustment: 00 Dollars& $5,000.00 $ 5,000 Cents Per LS. 2. 2 EA Project Designation Signs: Tame (maoa cDollars& $ 300" $ b0D r'ho Cents Per EA. 3. 259 LF Sawcut Existing Pavement: Two Dollars& $ Z $ 5(e> n1 o Cents Per LF. 4. 2,170 LF Remove Existing Curb and Gutter: 8 p 00 0"E Dollars& $ $ Z, t l o Cents Per 9N. L F 5. 6,492 SF Remove Existing Concrete Drives,Walks, Ramps/Steps: z $ 1 $ e,49z �►-�E Dollars& t�1�o Cents Per SF. 6. 1,436 CY Unclassified Street Excavation: 00 oQ E-t Dollars& 0\0 Cents Per CY. 7. 243 CY Top Soil: Dollars& $ 11.00 $ Cents Per CY. 8. 3,965 SY 6" HMAC Pavement(2"Type "D" and 4"Type 0000 „B" $ 15 $ ,4- 5 F� -rEft� Dollars& �a Cents Per SY. Addendum No.4 Page 11 of 43 Nov 11,2004 9. 68 TON 6" HMAC Transition(110#/Inch/SY): Oro Fo�zT'{ Fl1/t Dollars& $ 45 $ 31 O b® n4o Cents Per TON. 10. 5,008 SY 8"Lime Stabilized Subgrade(DC): bo T\"I c Dollars& $ Z^ $ �3 5 - —' �%vr'-taY`f Cents Per SY. 11. 70 TON Lime(Type A)for Stabilized Subgrade @ 28#/SY: ,o $ oo $ A 000— OsAE �VuAOQ.C> Dollars& "V Cents Per TON. 12. 1,887 LF 7" Concrete Curb& 18" Gutter: Dollars& $ F:- r--r-( v&cr_ Cents Per LF. i' 13. 4,880 SF Std 4"Reinforced Cone Sidewalk,Leadwalk, Wheelchair Ramp: THtz-ESS Dollars& 0\0 Cents Per SF. 14. 5,224 SF Standard 6"Reinforced Concrete Driveway: so � TNCt-EE Dollars& $ 3 $ FBF r`( Cents Per SF. 15. 1,685 SF 6"Thick Concrete Driveway Transition: T%4e-re-e Dollars& $ 3 $ 39 F%;:-TY Cents Per SF. 16. 1,082 SF 6"Thick Asphalt Driveway Transition: ' 00 00 Fo�IL. Dollars& too Cents Per SF. 17. 1,026 SF 6"Thick Gravel Driveway Transition: oo od 1 o�tL- Dollars& $_ $ I no Cents Per SF. 18. 1,940 SF Standard Reinforced Concrete Valley Gutter: 00 do Dollars& $ 5 $ Cents Per SF. Addendum No.4 Page 12 of 43 Nov 11,2004 19. 20 LF. Remove/Replace Existing Chain Link Fence and/or Gate: Mhl19— Iwo Dollars& $ 3Z $ {®40 r Ao Cents Per LF. 20. 1 EA. Adjust Gas Meter: Dollars& ao Cents Per EA. $300.00 $ Soo- 21. 1 EA Adjust Water Valve Box: 0 Dollars& $300.00 $ Soo Cents Per EA. 22. 3 EA Sanitary Sewer Manhole Adjustment: 00 Dollars& $350.00 $ o!5 O Cents Per EA. 23. 31 EA Adjust Water Meter Box: .ao Dollars& $35.00 $ — Cents Per EA. 24. 1 EA Storm Water Pollution Prevention: (Contractor to provide plans prior to installation) oo ao �wE 4 \-%vkoo-e-i> Dollars& $ 500 $ SOO ItAy Cents Per EA. 25, 1 EA Traffic Control: Tr►ta-r�f 5-9- fyo eo 14%Ao� FW-YY Dollars& $ Sfl $ 3�X50 �o Cents Per EA. 26. 19 CY Concrete Removal: 0o ao iwFt4TY PlYS Dollars& $ ZSR $ 4aS� tAt) Cents Per CY. 27. 2 EA Adjust Cleanout: Twe 04#4ot o rwrl Dollars& $ ZSo� $ D tao Cents Per EA. 28. 13 LF Remove/Relocate Rock Wall: _ 00 o® IbJF_A1^f F-%vE Dollars& $ ZS— $ S2-5 b1c, Cents Per LF. 29. 120 LF Remove/Relocate Concrete Wall: ap o� Tin! Dollars& $ $ 1J o Cents Per LF. Igo SUBTOTAL AMOUNT BID-MALCOLM STREET-UNIT III $ V &3 Addendum No. 4 Page 13 of 43 Nov 11,2004 HAYNIE STREET ITEM APPROX. DESCRIPTION OF ITEMS WITH BID PRICES UNIT TOTAL NO. QUANTITY WRITTEN IN WORDS PRICE AMOUNT i 1. 1 LS Utility Adjustment: ..o Dollars& $5,000.00 $ S�o00 Cents Per LS. 2. 2 EA Project Designation Signs: 0o cw I HREE 44wot DDollars& $ 300" $ (Doo r.ao Cents Per EA. 3. 227 LF Sawcut Existing Pavement: ® ao TW o Dollars& $ Z $ 4S 4 .J,o Cents Per LF. 4. 2,143 LF Remove Existing Curb and Gutter: 0,0 00 0VAF_ Dollars& �' $ 1 $ A0 Cents Per 2= L,f- 5. 9,258 SF Remove Existing Concrete Drives,Walks, Ramps/Steps: °- o 1�A 6 Dollars& I-Ao Cents Per SF. 6. 1,894 CY Unclassified Street Excavation: ,DA Op tt C�wex_- Dollars& $ 1 $ 3y 'D Z t.\,o Cents Per CY. 7. 253 CY Top Soil: ao Dollars& $ 11.00 Cents Per CY. 8. 4,230 SY 6"HMAC Pavement(2"Type"D"and 4"Type $ 15 $ 63R 4SV t"kr--.T--s4 Dollars& �o Cents Per SY. 9. 39 TON 6"HMAC Transition(110#/Inch/SY): 00 Opo Dollars& $ 45 $ 1,-+5.5 hAo Cents Per TON. 10. 5,357 SY 8"Lime Stabilized Subgrade(DC): 90 l wC> Dollars& $ Z $ 3Ey6_m7-Y Cents Per SY. Addendum No. 4 Page 14 of 43 Nov 11,2004 11. 75 TON Lime(Type A)for Stabilized Subgrade @ 28#/SY: 00 0® OK.f_ 4%kr-A00A,v Dollars& $ too r.�o Cents Per TON. 12. 2,185 LF 7"Concrete Curb& 18"Gutter: S® Dollars& $ 1 l ® $ S !Z ^ Cents Per LF. 13. 5,512 SF Std 4"Reinforced Cone Sidewalk,Leadwalk, Wheelchair Ramp: o® $ FFA Dollars& Cents Per SF. 14. 4,846 SF Standard 6"Reinforced Concrete Driveway: � op TN R-c� Dollars& $ 3� $ F.y T'f Cents Per SF. 15. 870 SF 6"Thick Concrete Driveway Transition: rjo �Nr�EC Dollars& $ J $ ®4 s C=�5F zt C Cents Per SF. 16. 812 SF 6"Thick Asphalt Driveway Transition: D� cs� Fou 2 Dollars& nao Cents Per SF. 17. 709 SF 6"Thick Gravel Driveway Transition: 00 oxo \-0 Dollars& $ tAo Cents Per SF. 18. 2,597 SF Standard Reinforced Concrete Valley Gutter: 00 00 Dollars& $_52 $�7 985 to Cents Per SF. 19. 20 LF. Remove/Replace Existing Chain Link Fence and/or Gate: pO ,yp T411i?T`( mkt c Dollars& $ 37, $ 640 b" Cents Per LF. 20. 2 EA. Adjust Gas Manhole: Dollars& op Cents Per EA. $300.00 $ (000 21. 1 EA Adjust Water Valve Box: S1.0— Dollars A Dollars& $300.00 $ 300 Cents Per EA. 22. 4 EA Sanitary Sewer Manhole Adjustment: o0 Dollars& $350.00 $—14'+—Wo Cents Per EA. Addendum No. 4 Page 15 of 43 Nov 11,2004 { 23. 16 EA Adjust Water Meter Box: Dollars& $35.00 $ S6 Cents Per EA. 24. 1 EA Storm Water Pollution Prevention: (Contractor to provide plans prior to 00 COO installation) $ 50 $ 9EA 6yE V1Nw4fla-eA-_> Dollars& PtA o Cents Per EA. 25. 1 EA Traffic Control: ao 4mtxoako b f-IrY Dollars& $ 3•tl,- 0 $ -3,4 , til® Cents Per EA. 26. 15 LF Remove/Relocate RR Tie Wall: _ 0.0o0 Dollars& $ Z 25 o Cents Per LF. 27. 1 LF Remove/Relocate Concrete Wall: ma opo �F ep Dollars& $ I O — n�® Cents Per LF. 14 SUBTOTAL AMOUNT BID-HAYNIE STREET-UNIT III $ Z Zq� q ZZ coo TOTAL AMOUNT BID-MALCOLM+HAYNIE-UNIT III $ 444, __V5C1 z® TOTAL AMOUNT BID-OPTION I,UNIT I $ 109 obi TOTAL AMOUNT BID-OPTION I,UNIT II $ 1--vL4, 169 00 TOTAL AMOUNT BID-OPTION I,UNIT III $ H y L �Isq GRAND TOTAL, OPTION I AMOUNT Addendum No.4 Page 16 of 43 Nov 11,2004 OPTION IL• UNIT I: WATER LINE REPLACEMENT ON HAYNIE WATER PROJECT NO.PW53 531200 060530177800 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install,including all appurtenant work,complete in place,the following items) 1. 20 LF 6-Inch Water Pipe*, Per Linear Foot: Dollars 00 and t�ko Cents $ Z5 $ 5®�� 2. 1,602 LF 8-Inch Water Pipe*, Per Linear Foot: TwF-v-k" Ek&N3— Dollars 00 and tl�0 Cents $ ZS $ 4q�85 b 3. 0.15 TON Cast Iron/Ductile Iron Fittings(MJ,Class 350),Per Ton: r�F`��( T�f 4\k*�fla�tflDollars co °® and N.� Cents $5,3� $ � 4. 2 EA 16"xl6"x8"Tapping Sleeve and Gate Valve, Per Each: -VWS -1'( SIx 4mPj0"-0 Dollars o^ and tJ.o Cents $Z boo $ 7--o 5. 34 EA 1" Service Taps to main,Per Each: SIX Amyefy 6F7 ( Dollars and talo Cents $ (o9D $Z2. 1 C" 6. 870 LF Install 1" Copper Service from Main to 5' Behind Meter,Per Linear Foot: rj EV E+-) Dollars S® °® and F'fY Cents $_�_ $ 7. 2 EA 2" Service Taps to main,Per Each: ouf-76f-J 94tJPA 0 Dollars and Cents $ �,�OD $ Z" 6 a o Addendum No.4 Page 17 of 43 Nov 11,2004 8. 50 LF Install 2"Copper Service,Per Linear Foot: E k em 14-'T DollarsSiO o0 and IV­'1-'( Cents $ 8� $z5 9. 34 EA Furnish and Set Class'A'Meter Boxes Per Each: Dollars and Cents $ 10. 1 LS Furnish and Lay 2-Inch Pipe&Fittings for Temp Service,Per Lump Sum: 00 00 (7N� 4y,aoeko Fwe Dollars $ JOG _ $ 10s — and Cents 11. 10 CY Crushed Limestone, Per Cubic Yard: ®Oe Dollars •p and Cents $ _ 12. 10 CY Class'B'Concrete(2500#) Per Cubic Yard: oNE DollarsCPO and eho Cents $ $ �o 13. 10 CY Class'E'Concrete(1500#) Per Cubic Yard: O r1E Dollars 0= °-°-- and two Cents $ ` $ 14. 2,572 LF Trench Safety System, Per Linear Foot: Dollars r �_ and YES Cents $ ® $ Z-5� 15. 2,055 LF Permanent Asphalt Pavement Repair Per Linear Foot: J ya 9,tJ 7'1( SEyf J Dollars and rho Cents $55, TOTAL AMOUNT BID-UNIT I $ 14Z, 308, 4 708, *Type of Pipe Used PVC DR-14: --_�— DIP Class 51: s Addendum No.4 Page 18 of 43 Nov 11,2004 OPTION II: UNIT II: SANITARY SEWER REPLACEMENT ON MALCOLM AND HAYNIE SEWER PROJECT NO.: PS58 531200 070580176130 MALCOLM STREET ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install,including all appurtenant work,complete in place,the following items) 1. 54 LF 6-Inch PVC,SDR 35,Sanitary Sewer Pipe (O'-6'Depth),Per Linear Foot: Tw syxr i S Dollars 1 and VAo Cents $ Z b $ 1,404 2. 515 LF 8-Inch PVC,SDR 35,Sanitary Sewer Pipe (O'-6'Depth),Per Linear Foot: T,.IE►aT`� SrQtr3 Dollars CIOCYOand o Cents $ Zq- $ 3 9 tD s 3. 302 LF 8-Inch PVC,SDR 35,Sanitary Sewer Pipe(6'- 8'Depth),Per Linear Foot: TW E"A" Ai"E Dollars and tAo Cents $ $ 8t Sv 4. 60 LF 6-Inch Ductile Iron Water Pipe,Class 51, Per Linear Foot: TN-kV_T'( 1�11t-kE Dollars 0-01 ' o00 and Sao Cents $ 5. 2 EA Standard 4-Foot Diam MH(0'-6'Depth), Per Each: tai ai r, 4Amoarr- Dollars O $3 �®doo� and N\'c- Cents $ D 6. 2 EA Standard 4-Foot Diam MH(6-8'Depth), Per Each: Iva0 7NQU5AT!(7 Dollars i 00 and �, $Cents $Z,oCC 4 000 Addendum No.4 Page 19 of 43 Nov 11,2004 7. 4 EA Watertight Manhole Inserts, Per Each: --c R- I�i410 DollarsOZ and tom C® Cents 8. 4 EA Concrete Collars for Manholes Per Each: 00e- i1%A Qzq > Dollars and t1A® Cents $ DO $ 400 9. 30 VF Interior Protective Manhole Coating,Per Vertical Foot: Otda l MYAQVtQ r1FrY Dollars 00 ao and N ,® Cents $ 5® $ SAO) 10. 3 EA Remove Existing Sanitary Sewer Manhole and Collar,Per Each: T4REE &40 eAO F) Dollars oo and tao Cents $3Sfl $ ®'go 11. 25 EA 4-Inch Sanitary Sewer Service Tap, Per Each: Fy t 4\AtA O AJgX:) Dollars and o Cents $ 5®O� $kZSCO 12. 25 EA Two-Way Sanitary Sewer Cleanout Per Each: yNeIn �wtflLec) Dollars ou and tAc Cents $ -Zoo 5400®® 13. 630 LF 4-Inch Sanitary Sewer Line Replacement, Per Linear Foot: J t X Dollars 5� tt ll and ro FT'( Cents $ �O $ `f�095 14. 871 LF Trench Safety System,Per Linear Foot: f�® Dollars 5-0 and Cents t k Addendum No.4 Page 20 of 43 Nov 11,2004 15. 871 LF Pre Construction Cleaning and TV Inspection of San Sewer,Per Linear Foot: \W0 Dollars and tA<:' Cents $ 2-� $ �!2 16. 871 LF Post-Construction TV Inspection of Sanitary Sewer Lines,Per Linear Foot: N E Dollars and o Cents 17. 10 CY Crushed Limestone,Per Cubic Yard: ® Dollars 7q and rl0 Cents 18. 10 CY Class'B'Concrete(2500#),Per Cubic Yard: ONE Dollars CQ CA* and Cents $ _110 19. 10 CY Class'E'Concrete(1500#),Per Cubic Yard: ONLS Dollars o0 and A0 Cents $ $ 20. 750 LF 2"HMAC over 6"Flexbase Temporary Pavement Repair,Per Linear Foot: tai raF Dollars °O CIO and 1.10 Cents 21. 170 LF Permanent Asphalt Pavement Repair, Per Linear Foot: Z�ttz.TY tJ raF Dollars nc and t-aa Cents $ Sl — $ 6i b 3 C) so SUBTOTAL AMOUNT BID STREET-UNIT II $ �3�-v i Addendum No.4 Page 21 of 43 Nov 11,2004 HAYNIE STREET ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install,including all appurtenant work,complete in place, the following items) 1. 68 LF 6-Inch PVC,SDR 35,Sanitary Sewer Pipe (8'-10'Depth),Per Linear Foot: N-IMM4 Twp Dollars 0,000 and V'xC> Cents $ 32 s-341 x-10 2. 530 LF 8-Inch PVC,SDR 35,Sanitary Sewer Pipe (O'-6'Depth),Per Linear Foot: Ti- \RT`t Dollars 04 do and t_C Cents $ 30 $1rJt9 3. 100 LF 8-Inch PVC,SDR 35,Sanitary Sewer Pipe(6'- 8'Depth),Per Linear Foot: I1+ a_` trr dMF Dollars ao— o0 and rao Cents $ 31 $ 4. 431 LF 8-Inch PVC,SDR 35,Sanitary Sewer Pipe (8'-10'Depth),Per Linear Foot: Ti+1 tZT�( Fo.,x 9_ Dollars °O °O and VIX0 Cents $ s14, b54' 5. 2 EA Standard 4-Foot Diam MH(0'-6'Depth), Per Each: N��tETEBtJ �4►.10REfl Dollars o^ o0 and ti's® Cents $ 6. 1 EA Standard 4-Foot Diam MH(6-8'Depth), Per Each: _Two Dollars °p 00. and Cents $ Oo00 7. 3 EA Standard 4-Foot Diam MH(8'-10'Depth), Per Each: lyj"TY T,Ao 4y,,10,2tPDollars °O 00 and Cents $2,2-00— $ 6,600 8. 6 EA Watertight Manhole Inserts, Per Each: FvIZTY TWO Dollars °�° oQ and ltlo Cents $ $ 7-5;z-- f x Addendum No.4 Page 22 of 43 Nov 11,2004 9. 6 EA Concrete Collars for Manholes Per Each: 14%-An1Oo_SD Dollars x o0 and Nk o Cents $ 100— $ 10. 50 VF Interior Protective Manhole Coating,Per Vertical Foot: ONFE kNDRE7 F%F?Y Dollars010 and t'A 0 Cents $4 Ste` 11. 2 EA Remove Existing Sanitary Sewer Manhole and Collar,Per Each: 11+*E I%41.10"O FlPrY Dollars o® and nA® Cents $ 350 $ o 12. 700 LF Abandon Existing 6" Sanitary Sewer Line, (As Directed by the Engineer) Per Linear Foot: CIO O M c Dollars $ $ ®^ and two Cents 13. 18 EA 4-Inch Sanitary Sewer Service Tap, Per Each: FiyE 4%-won-kz� Dollars and ta® Cents $ 500 $ 9. 14. 18 EA Two-Way Sanitary Sewer Cleanout Per Each: Two 4\-t►aoa-g.� Dollars aw and tAc> Cents $ ZDU $ 3 b vo 15. 510 LF 4-Inch Sanitary Sewer Line Replacement, Per Linear Foot: F Dollars 5o o® and Cents $ 5 16. 1,640 LF Trench Safety System,Per Linear Foot: laQ Dollars ° o0 and i E.a Cents $ ® $ b� 17. 1,640 LF Pre Construction Cleaning and TV Inspection of San Sewer,Per Linear Foot: Y\.A 0 Dollars and n110 Cents $ ZA0 Addendum No.4 Page 23 of 43 Nov 11,2004 18. 1,640 LF Post-Construction TV Inspection of Sanitary Sewer Lines,Per Linear Foot: 0 Dollars e,o and taO Cents $ 64c)- 19. 10 CY Crushed Limestone,Per Cubic Yard: D�•l4= Dollars op O® and nAo Cents $� $�O 20. 10 CY Class'B'Concrete(2500#),Per Cubic Yard: ®v_ks Dollars oQ ob and ,.1.o Cents $ 21. 10 CY Class'E'Concrete(1500#),Per Cubic Yard: �iJ•� Dollars 0,0 and rao Cents $ ' $�� 22. 1,130 LF Permanent Asphalt Pavement Repair, Per Linear Foot: TwpWT( SS-'-+ft3 Dollars �® and tAQ Cents $ Z-4 $ Oo SUBTOTAL AMOUNT BID-IIAYNIE STREET-UNIT II $ � C) So TOTAL AMOUNT BID-MALCOLM+HAYNIE-UNIT II *Type of Pipe Used: PVC Pipe(SDR-35,Per E1-25,6- 15 inch) X PVC Pipe(PS-46,Per E1-27,6- 15 inch) PVC Pipe(Composite Pipe,Per E1-29, 8- 15 inch) PVC Pipe(Corrugated Pipe,Per E1-31,6- 15 inch) Addendum No. 4 Page 24 of 43 Nov 11,2004 OPTION II: UNIT III: PAVEMENT IMPROVEMENTS ON MALCOLM T&PW PROJECT NO.: GR76 539120 005206771810 ITEM APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL NO. QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT 1. 1 LS Utility Adjustment: ;, 00 Dollars& $5,000.00 $54 Cents Per LS. 2. 2 EA Project Designation Signs: os ao 42EE rlDV*'bollars& $ 0 Cents Per EA. 3. 259 LF Sawcut Existing Pavement: 0o cQ T\-,.tlo Dollars& $ Z $ a.10 Cents Per LF. 4. 2,170 LF Remove Existing Curb and Gutter: 0.l E Dollars& $ 1 $ Z tao Cents Per 5. 6,492 SF Remove Existing Concrete Drives,Walks, Ramps/Steps: pd 00 $ $b WIV OSE Dollars& r.� Cents Per SF. 6. 1,436 CY Unclassified Street Excavation: 00 00 ' Ettn11TEE,J Dollars& $ $ t.Ao Cents Per CY. 7. 243 CY Top Soil: Op Dollars& $ 11.00 $ Cents Per CY. 8. 3,965 SY 6"HMAC Pavement(2"Type "D" and 4"Type { "BIT oo Dollars& $ IS $ pla Cents Per SY. 9. 68 TON 6"HMAC Transition(110#/Inch/SY): o0 nR.1'Y f�YE Dollars& $ $ 3 0� b 0 o Cents Per TON. Addendum No.4 Page 25 of 43 Nov 11,2004 10. 5,008 SY 8"Lime Stabilized Subgrade(DC): a® � l4 Q—e-e Dollars& $ 3 r $ O-2-4- 0 Cents Per SY. 11. 70 TON Lime(Type A)for Stabilized Subgrade @ 28#/SY: o� $_� $ E eo p O7 4E- &rAm e-%D Dollars& XAo Cents Per TON. 12. 1,887 LF 7" Concrete Curb& 18" Gutter: 0= pc� Dollars& $ 21 o Cents Per LF. 13. 4,880 SF Std 4"Reinforced Cone Sidewalk,Leadwalk, Wheelchair Ramp: � vO � F}R-�� Dollars& n�o Cents Per SF. 14. 5,224 SF Standard 6"Reinforced Concrete Driveway: �14�tzF.+r Dollars& $ 3 $ � F\FT`s Cents Per SF. 15. 1,685 SF 6"Thick Concrete Driveway Transition: 5Q Ttr2.Ee Dollars& $ 3� FI F-ri Cents Per SF. 16. 1,082 SF 6"Thick Asphalt Driveway Transition: o0 00 _ Dollars& $ 4 $ 4 3� tAo Cents Per SF. 17. 1,026 SF 6"Thick Gravel Driveway Transition: �o o� �oUi2 Dollars& $ $ 4 Mo Cents Per SF. 18. 1,940 SF Standard Reinforced Concrete Valley Gutter: Oo vo }'i•�F Dollars& $ 3" f too Cents Per SF. 19. 20 LF. Remove/Replace Existing Chain Link Fence and/or Gate: -. oO pO 7N1�1'� IWo Dollars& $_ _ $ 640 \o Cents Per LF. Addendum No.4 Page 26 of 43 Nov 11,2004 1 20. 1 EA. Adjust Gas Meter: Dollars& oo Cents Per EA. $300.00 $ 300^ 21. 1 EA Adjust Water Valve Box: o® Dollars& $300.00 $ 30O Cents Per EA. 22. 3 EA Sanitary Sewer Manhole Adjustment: oQ Dollars& $350.00 $ 1,05 Cents Per EA. 23. 31 EA Adjust Water Meter Box: oa Dollars& $35.00 $ ho$S Cents Per EA. 24. 1 EA Storm Water Pollution Prevention: (Contractor to provide plans prior to installation) °o coo FiyE 41AMDOA01 Dollars& $ $ O^ r a.o Cents Per EA. 25. 1 EA Traffic Control: 1�w,aoa-tn TN- -,ael Dollars& $y,ZZO $ 4i 7-24z)� %A0 Cents Per EA. 26. 19 CY Concrete Removal: ao TW F��JT Y Fl Ve Dollars& $ ZSf $ /JI o Cents Per CY. 27. 2 EA Adjust Cleanout: �Wo ��1ND¢FA F\�lDollars& $ Z�0 $ S�O00 � !ate Cents Per EA. 28. 13 LF Remove/Relocate Rock Wall: _ o0 00 N,1E.A`f`( F\yr Dollars& $ Z S^ $ 32 r—\ Cents Per LF. 29, 120 LF Remove/Relocate Concrete Wall: 00 00 Dollars& $ /D $ 7-D 0 Ido Cents Per LF. TOTAL AMOUNT BID-UNIT III $ Z O 5 Z Z.o TOTAL AMOUNT BID-OPTION II,UNIT I $ 4z, 3 oa o TOTAL AMOUNT BID-OPTION II,UNIT II $ 113:10 '339 TOTAL AMOUNT BID-OPTION II,UNIT III $ Z/�. 0 5 Z 50 SO- GRAND TOTAL, OPTION II AMOUNT Addendum No. 4 Page 27 of 43 Nov 11,2004 OPTION III: UNIT I: WATER LINE REPLACEMENT ON HAYNIE WATER PROJECT NO.PW53 531200 060530177800 ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install,including all appurtenant work,complete in place,the following items) 1. 20 LF 6-Inch Water Pipe*, Per Linear Foot: Dollars oc 00 and A0 Cents $ ZS $ S®� 2. 1,602 LF 8-Inch Water Pipe*, Per Linear Foot: l .4sw '( F—te 11 r Dollars q^ a, and VAP Cents $ 3. 0.15 TON Cast Iron/Ductile Iron Fittings (MJ,Class 350),Per Ton: FkFT`( TWteF- 4\►r1oWt0 Dollars oo and tao Cents $S 300 $ 4. 2 EA 16"x16"x8"Tapping Sleeve and Gate Valve, Per Each: 14UNOt-%P Dollars and T'\o Cents 5. 34 EA 1" Service Taps to main,Per Each: .S%X AmY409.-D RFT" Dollars and tAo Cents $ b So $ZZ, I'D O 6. 870 LF Install 1" Copper Service from Main to 5' Behind Meter,Per Linear Foot: S EV EtJ Dollars �9 °O and F kCents $ $ 7. 2 EA 2" Service Taps to main,Per Each: FOuQstrV-yA t tMr NAO Dollars oo and Cents Addendum No.4 Page 28 of 43 Nov 11,2004 8. 50 LF Install 2"Copper Service,Per Linear Foot: 1 ex Dollars 5� 00 and Cents $ 0 $ \}Z 5 f 9. 34 EA Furnish and Set Class'A'Meter Boxes Per Each: R%V4ST` Fkv E Dollars ®o x and N\o Cents $ 10. 1 LS Furnish and Lay 2-Inch Pipe&Fittings for Temp Service,Per Lump Sum: 00 00_ CWF- 4%1(404-410hvE Dollars $ 105 $ I05 and tA o Cents 11. 10 CY Crushed Limestone, Per Cubic Yard: 0ME Dollars oQ °o and r o Cents $� $ 12. 10 CY Class'B'Concrete(2500#) Per Cubic Yard: oNE Dollars and TA- Cents $ $ 13. 10 CY Class'E'Concrete(1500#) Per Cubic Yard: Dollars and tam Cents $ $ 14. 2,572 LF Trench Safety System, Per Linear Foot: Dollars ?® and TEr\ Cents $ $ ZSl 15. 2,055 LF 2"HMAC over 6"Flexbase Temporary Pavement Repair,Per Linear Foot: o'n p o E\C-IVVT Dollars $ g $110,440 and Sao Cents 16. 30 LF Permanent Asphalt Pavement Repair Per Linear Foot: .Sk x T`( Dollars and t.\o Cents $ !off $ 800^ r Addendum No.4 Page 29 of 43 Nov 11,2004 TOTAL AMOUNT BID-UNIT I $ ®JrF 0 10 3 2� *Type of Pipe Used PVC DR-14: X DIP Class 51: OPTION III: UNIT II: SANITARY SEWER REPLACEMENT ON MALCOLM AND HAYNIE SEWER PROJECT NO.: PS58 531200 070580176130 MALCOLM STREET ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install,including all appurtenant work,complete in place,the following items) 1. 54 LF 6-Inch PVC,SDR 35,Sanitary Sewer Pipe (O'-6'Depth),Per Linear Foot: TwEtxri .S ->d Dollars C and r'\a Cents $Zlo $ 1,404 2. 515 LF 8-Inch PVC,SDR 35,Sanitary Sewer Pipe (O'-6'Depth),Per Linear Foot: Twe-vAT`( SS>J Lt� Dollars 00 and 'A Cents $ 3. 302 LF 8-Inch PVC,SDR 35,Sanitary Sewer Pipe(6'- 8'Depth),Per Linear Foot: Tr4ef-� 0%r 4c- Dollars na ob . and r•ko Cents $ $ 84 q5 e,—' 4. 60 LF 6-Inch Ductile Iron Water Pipe,Class 51, Per Linear Foot: TN-lkq-:V`! I-Awi Dollars o- and No Cents $ 39 $0.340 5. 2 EA Standard 4-Foot Diam MH(0'-6'Depth), Per Each: `I K1t4e-M *J 4"tADpEC) Dollars 'coo o® and tJ o Cents $ 11 °O $3 a0® r Addendum No.4 Page 30 of 43 Nov 11,2004 6. 2 EA Standard 4-Foot Diam MH(6'-8'Depth), Per Each: _jWO T4*%A SA r-t o Dollars ®o c® and 1ao Cents $Z,00O $ '4,®oO 7. 4 EA Watertight Manhole Inserts, Per Each: Fo�2�Y Tb.d Dollars no and L'l o Cents $4Z $ 16& 8. 4 EA Concrete Collars for Manholes Per Each: 1711E 14uNDe�_V> Dollars coo and N\o Cents $ �O0 $ 40c) 9. 30 VF Interior Protective Manhole Coating,Per t Vertical Foot: ONE FiF-7rY Dollars and two Cents $ \SO $ 10. 3 EA Remove Existing Sanitary Sewer Manhole and Collar,Per Each: T49F-E- k\ktAVaso Fi1rT'Y Dollars r ®o and L-A -b Cents $ 350 $ 0 11. 25 EA 4-Inch Sanitary Sewer Service Tap, Per Each: i-1\/F_ 9uNDO-F-C> Dollars 00o0 and ti1a Cents $ goo $ \2�5o0 12. 25 EA Two-Way Sanitary Sewer Cleanout Per Each: T—w o 4\,%Ao ezP Dollars 00 and rAO Cents $ 7—OlL 13. 630 LF 4-Inch Sanitary Sewer Line Replacement, Per Linear Foot: SI Dollars 6 ®9 500 and %/FT's Cents $ $ Addendum No. 4 Page 31 of 43 Nov 11,2004 14. 871 LF Trench Safety System,Per Linear Foot: I�o Dollars 150 S0 and hx V-T`{ Cents $ O $ L4 3s 15. 871 LF Pre Construction Cleaning and TV Inspection of San Sewer,Per Linear Foot: Two Dollars00op and No Cents $ 2 $ 1+g42 16. 871 LF Post-Construction TV Inspection of Sanitary Sewer Lines,Per Linear Foot: ®*1C. Dollars and tA0 Cents 17. 10 CY Crushed Limestone,Per Cubic Yard: Cdna Dollars ®� '® and neo Cents $ $�`� 18. 10 CY Class'B'Concrete(2500#),Per Cubic Yard: E>Mt Dollars 0'0 oo and {-\o Cents $ $ _ 19. 10 CY Class'E'Concrete(1500#),Per Cubic Yard: D Dollars and AC, Cents 20. 750 LF 2"HMAC over 6"Flexbase Temporary Pavement Repair,Per Linear Foot: til C _Dollars and Cents $ $ 21. 170 LF Permanent Asphalt Pavement Repair, Per Linear Foot: Tyxlw'"( �� Dollars 00o 0 and r�A o Cents $ 3�� $ 90 SUBTOTAL AMOUNT BID-MALCOLM STREET-UNIT II r Addendum No.4 Page 32 of 43 Nov 11,2004 HAYNIE STREET ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install,including all appurtenant work,complete in place,the following items) 1. 68 LF 6-Inch PVC,SDR 35,Sanitary Sewer Pipe (8'-10'Depth),Per Linear Foot: TI-Mrz-" Two Dollars oo and to o Cents $ 3Z^ $Z 1 a lv 2. 530 LF 8-Inch PVC,SDR 35,Sanitary Sewer Pipe (O'-6'Depth),Per Linear Foot: T14\�T`f Dollars c_ «m and 1�10 Cents $ 3. 100 LF 8-Inch PVC,SDR 35, Sanitary Sewer Pipe(6'- 8'Depth),Per Linear Foot: Dollars oa eo and Cents $ 31 4. 431 LF 8-Inch PVC,SDR 35,Sanitary Sewer Pipe (8'-10'Depth),Per Linear Foot: T4\='( Dollars oA o0 and No Cents $ 3\ $141 v; 5. 2 EA Standard 4-Foot Diam MH(0'-6'Depth), Per Each: �w719 c^ t��HECEE>� k.W99k0 Dollars AMP and two Cents $ $ tel, :9 0O 6. 1 EA Standard 4-Foot Diam MH(6'-8'Depth), Per Each: 1 w o Y�oySO Dollars o0 00 and tJ1a Cents $ o� $Z'coo 7. 3 EA Standard 4-Foot Diam MH(8'-10'Depth), Per Each: T ojet4 ( Igo 14\AtA0t-4C>Dollars o� and tao Cents $ 2 Tao $(P(600- 8. iQ(boo8. 6 EA Watertight Manhole Inserts, Per Each: Dollars 00 and ilo Cents $ x-42 $ zS Z^ Addendum No.4 Page 33 of 43 Nov 11,2004 18. 1,640 LF Post-Construction TV Inspection of Sanitary Sewer Lines,Per Linear Foot: 0V A 1. Dollars od oT and rad Cents $ $ 40 19. 10 CY Crushed Limestone,Per Cubic Yard: O"e DollarsOQ 010and nA® Cents $ _ $ 1 20. 10 CY Class'B'Concrete(2500#),Per Cubic Yard: l7 r.1� Dollars O® opo and ..amp Cents $ $ Z) 21. 10 CY Class'E'Concrete(1500#),Per Cubic Yard: ® Dollars ° ojO and c-1.o Cents $ ` $ C) _ 22. 800 LF 2"HMAC over 6"Flexbase Temporary Pavement Repair,Per Linear Foot: Dollars and Cents $ 6 $ 23. 330 LF Permanent Asphalt Pavement Repair, Per Linear Foot: T14ttZ'rY ��� � Dollars 00 and o Cents $ 33 $ m_p SUBTOTAL AMOUNT BID-HAYNIE STREET-UNIT II $ 9 5; ``� TOTAL AMOUNT BID-MALCOLM+HAYNIE-UNIT II $ kgLA *Type of Pipe Used: PVC Pipe(SDR-35,Per E1-25,6- 15 inch) PVC Pipe(PS-46,Per E1-27,6- 15 inch) PVC Pipe(Composite Pipe,Per E1-29,8- 15 inch) PVC Pipe(Corrugated Pipe,Per E1-31,6- 15 inch) Addendum No.4 Page 35 of 43 Nov 11,2004 n OPTION III: UNIT III: PAVEMENT IMPROVEMENTS ON MALCOLM T&PW PROJECT NO.: GR76 539120 005206771810 ITEM APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL NO. QUANTITY PRICES WRITTEN IN WORDS. PRICE AMOUNT 1. 1 LS Utility Adjustment: o+o Dollars& $5,000.00 Cents Per LS. 2. 2 EA Project Designation Signs: II'' o0 00 Tw¢E� 4400*ODollars& $ 300' $ loo®`— PAO Cents Per EA. r 3. 259 LF Sawcut Existing Pavement: o� o0 Dollars& $ Z $ 5 l g o Cents Per LF. 4. 2,170 LF Remove Existing Curb and Gutter: Z°= 4, 340 GO axwe Dollars& $ $t— sao Cents Per; I.,F. 5. 6,492 SF Remove Existing Concrete Drives,Walks, Ramps/Steps: oo ' l7 u.1 Dollars& t tao Cents Per SF. 6. 1,436 CY Unclassified Street Excavation: F-1 ew rEs-'A Dollars& $ Cents Per CY. 7. 243 CY Top Soil o® Dollars& $ 11.00 Cents Per CY. 8. 3,965 SY 6"HMAC Pavement(2"Type"D" and 4"Type 4 "B ): do oQ Y $ 1S $ 59�4�5 Ft FTSE ra Dollars& „14 Cents Per SY. i { Addendum No. 4 Page 36 of 43 Nov 11,2004 9. 68 TON 6"HMAC Transition(110#/Inch/SY): 0 000 ForwrY Fw e Dollars& $ `(J $ 3, ()In o Cents Per TON. 10. 5,008 SY 8"Lime Stabilized Subgrade(DC): —40 bo TW o Dollars& $ Z $ �3,S 7 6"e4" Cents Per SY. 11. 70 TON Lime(Type A)for Stabilized Subgrade @ 28#/SY: r ONt 9%Ar4Q t.V tV Dollars& ljo Cents Per TON. 12. 1,887 LF 7" Concrete Curb& 18" Gutter: 50 tt.EVEr- Dollars& $ $ Z1$3'00 Cents Per LF. 13. 4,880 SF Std 4"Reinforced Cone Sidewalk,Leadwalk, 0101 Wheelchair Ramp: 90 $ 3 $ AD Tlyq_�E Dollars& *.\C. Cents Per SF. 14. 5,224 SF Standard 6"Reinforced Concrete Driveway: _ 50 00 �t�1ZE� Dollars& $ 3 $ Cents Per SF. 15. 1,685 SF 6"Thick Concrete Driveway Transition: 50 � �N2-EE Dollars& -�r F\r Cents Per SF. 16. 1,082 SF 6"Thick Asphalt Driveway Transition: p0 oa E2+ 41Z Dollars& $ $ 31-6 \%Ao Cents Per SF. 17. 1,026 SF 6"Thick Gravel Driveway Transition: Dollars& $ $ y► y 1A0 Cents Per SF. 18. 1,940 SF Standard Reinforced Concrete Valley Gutter: o� CIO •1 c Dollars& $ 5 $ t4c' Cents Per SF. Addendum No.4 Page 37 of 43 Nov 11,2004 F_ 19. 20 LF. Remove/Replace Existing Chain Link Fence and/or Gate: 00 oa Twa-TY T."A0 Dollars& $ waa Cents Per LR 20. 1 EA. Adjust Gas Meter: Dollars& co Cents Per EA. $300.00 $ 21. 1 EA Adjust Water Valve Box: Dollars& $300.00 $ 3 Cents Per EA. 22. 3 EA Sanitary Sewer Manhole Adjustment: coo Dollars& $350.00 $J,0 SD Cents Per EA. 23. 31 EA Adjust Water Meter Box: 00 Dollars& $35.00 $ I,06 5 Cents Per EA. 24. 1 EA Storm Water Pollution Prevention: (Contractor to provide plans prior to installation) 00 ,o i=+vim Nu.aotsco Dollars& $ 'SD0 $ SOfl tae Cents Per EA. 25. 1 EA Traffic Control: o� a, Tw�eE 1��5A,a�Dollars& $ 3 ___,000 $ OC)o �J.o Cents Per EA. 26. 19 CY Concrete Removal: 04 Vo 1 rMetaTY t y,= Dollars& $ ZS P $ 41S t--\o Cents Per CY. 27. 2 EA Adjust Cleanout 00 00 Two 1AMA GS> FiVf Dollars& $ ZSR` $ 500 nao Cents Per EA. 28. 13 LF Remove/Relocate Rock Wall: i ao oa TWE,J" Fye Dollars& $ 7-5 $ 325—" Cents Per LF. 29. 120 LF Remove/Relocate Concrete Wall: TF Dollars& $ \O $ \,ZOO nao Cents Per LF. 4a SUBTOTAL AMOUNT BID-MALCOLM STREET-UNIT III $ s Addendum No.4 Page 38 of 43 Nov 11,2004 UNIT III: PAVEMENT PULVERIZATION ON HAYNIE T&PW PROJECT NO.: GR76 539120 005206771810 ITEM APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL NO. QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT y 1. 1 LS Utility Adjustment: o,o Dollars& $5,000.00 Cents Per LS. 2. 2 EA Project Designation Signs: CAPo` P '(r►¢ }�uraneri4 Dollars& $ 3®® $ (0 Co ,Jo Cents Per EA. 3. 227 LF Sawcut Existing Pavement: � o0 `rwt® Dollars& $ Z� $ 454 t'Xo Cents Per LF. 4. 1,286 LF Remove Existing Curb and Gutter: 3 00 Tl+ize� $pFB Dollars& $ $ 1 00 Cents Per SP. L.F. 5. 5,555 SF Remove Existing Concrete Drives,Walks, Ramps/Steps: 0 o0 0Dollars& 40 Cents Per SF. 6. 152 CY Top Soil: 00 Dollars& $ 11.00 $ (,61Z— Y Cents Per CY. 7. 4,230 SY 3"HMAC Surface Course(Type"D"Mix) SO o0 r t CAH T Dollars& $ F\FT1( Cents Per SY. 8. 39 TON 6"HMAC Transition(110#/Inch/SY): ,1 00 00 FOIL-r( FkyE Dollars& $ `�� $ 1,�r55 tAo Cents Per TON. 9. 4,230 SY 8"Pavement Pulverization yti po �H Dollars& $ 3 $ yi�os Fy FTS( Cents Per SY. Addendum No.4 Page 39 of 43 Nov 11,2004 10. 1,311 LF 7" Concrete Curb& 18" Gutter: 00 5eyT Dollars& $ �a $ ZZ, tam Cents Per LF. 11. 3,307 SF Std 4"Reinforced Cone Sidewalk,Leadwalk, Wheelchair Ramp: o® F0yh2- Dollars& rAo Cents Per SF. 12. 2,908 SF Standard 6"Reinforced Concrete Driveway:. Dollars& $ t o o Cents Per SF. 13. 522 SF 6"Thick Concrete Driveway Transition: o. Dollars& $ Jr A* Cents Per SF. 14. 487 SF 6"Thick Asphalt Driveway Transition: o'O 00 Fo.A e- Dollars& $ `t $ I,CI4& 1,10 Cents Per SF. 15. 425 SF 6"Thick Gravel Driveway Transition: Foy�2 Dollars& � �— No Cents Per SF. 16. 2,597 SF Standard Reinforced Concrete Valley Gutter: mp ® o0 S�X Dollars& �-- t�o Cents Per SF. 17. 20 LF. Remove/Replace Existing Chain Link Fence and/or Gate: 00 0. `Th►t¢'TY -Two Dollars& $ 3Z $ (poo — t.�0 Cents Per LF. 18. 2 EA. Adjust Gas Manhole: Dollars& 00 Cents Per EA. $300.00 $ &OV 19. 1 EA Adjust Water Valve Box: ao Dollars& $300.00 $ oO Cents Per EA. Addendum No.4 Page 40 of 43 Nov 11,2004 20. 4 EA Sanitary Sewer Manhole Adjustment: oe+ 4, Dollars& $350.00 $ Cents Per EA. 21. 16 EA Adjust Water Meter Box: �_ op Dollars& $35.00 $ ✓�6D Cents Per EA. 22. 1 EA Storm Water Pollution Prevention: (Contractor to provide plans prior to installation) o� o� Frve i�y►�4 Dollars& $ GO17 $ go0® (40 Cents Per EA. 23. 1 EA Traffic Control: 1Wo 1r*o\.hW4 1fl Dollars& $ 000 $ oo.� rA,o Cents Per EA. 24. 45 TON Cement: ,n0 00 0►•IEDollars& $ 100 $ 4.Soo s r-A o Cents Per E$-TO*J 25. 15 LF Remove/Relocate RR Tie Wall: 00 \FTE Dollars& $ k s $ 7 2S— Cents Per LF. 26. 1 LF Remove/Relocate Concrete Wall: wo Dollars& $ $ 10 Cents Per LF. 00 SUBTOTAL AMOUNT BID-HAYNIE STREET-UNIT III $ \S2-, Zay TOTAL AMOUNT BID-MALCOLM+HAYNIE-UNIT III 4� ZO A TOTAL AMOUNT BID-OPTION III,UNIT I $ I O S, Ob 3 TOTAL AMOUNT BID-OPTION III,UNIT II $ bq 60 TOTAL AMOUNT BID-OPTION III,UNIT III $ 3b g� 3 c� GRAND TOTAL, OPTION III AMOUNT $ 64G8 0� 3 Contractor shall, if applicable, identify the pre-qualified sub-contractor who shall install the water and/or sanitary sewer facilities. Pre-qualified sub-contractor for water and/or sanitary sewer installation. Addendum No.4 Page 41 of 43 Nov 11,2004 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%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 certifies 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. r' The undersigned bidder further certifies that he has been furnished at least one set of the `Standard Specifications for Street and Storm Drain Construction-City of Fort Worth',and that he has read and thoroughly understands all the requirements and conditions of that document and the specific Contract Documents and appurtenant plans. The undersigned agrees to pay not less than the"Prevailing Wage Rates"as established by the City of Fort Worth,Texas. 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. The Bidder agrees to begin construction within 10 calendar days after issue of the work order,and to complete the contract within 120 working days after beginning construction as set forth in the written work order to be furnished by the Owner. (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 majority owner is in the State of Texas. 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) Jai Addendum No.2(Initials)RC-b- Initials)C-b Addendum No.4(Initials) Addendum No.4 Page 42 of 43 Nov 11,2004 Respectfully submitted, Y _ By: Title Address P.O, bora �1.3�D Telephone: (Seal) Date: k f ppb t Addendum No.4 Page 43 of 43 Nov 11,2004 GENERAL CONDITIONS (WTR) 3 DETAILS (WTR) 4�FOA�� SECTION E - SPECIFICATIONS JANUARY 1, 1978 aa�rf X ASa� WATER DEPARTMENT I f e C z All materials, construction methods and procedures used in this project shall conform to Sections EI, E2, and E2A of the Fort Worth Water Department General Contract Documents and General Specifications, together with any additional material specification(s), construction(s) or later revision(s). (See revisions listed on this sheet). Sections EI, E2 and E2A of the Fort Worth Water E Department General Contract Documents and General Specifications are hereby made a part of this contract document by reference, for all purposes the same as if copies verbatim herein, and such Sections are filed and kept in the office of the City Secretary of the City of Fort Worth as an official record of the City of Fort Worth. INDEX EI MATERIAL SPECIFICATIONS E2 CONSTRUCTION SPECIFICATIONS E2A GENERAL DESIGN DETAILS Revisions as of April 20, 1981, follow: EI-2.4 Bill: (Correct minimum compaction requirement to 95% Proctor Density and correct P.I. values as follows:) C. Additional backfill requirements when approved for use in streets: 1. Type B Backfill (c) Maximum Plasticity Index (PI) shall be B. 2. Type C Backfill (a) Material meeting requirements and having a PI of B-or less shall be considered as suitable for compaction by jetting. (b) Material meeting requirements and having a PI of R-or more shall be considered for use only with mechanical compaction. E2-2.11 Trench Bzckfill: (Correct minimum compaction requirement wherever it appears in this section to 95% Proctor Density except for paragraph 21 where thA AAnriifi,=H Prnr.fnr n,=ncihi" c!knii ramain r= SECTION E100 - MATERIAL SPECIFICATIONS MATERIAL STANDARD E100-4 ;4 JANUARY 1, 1978 (ADDED 5/13/90) RTMENT i 100-4 WATERTIGHT MANHOLE INSERTS 0-4.1 GENERAL This standard covers the furnishing and installation of watertight gasketed I1 lanhole inserts in the Fart Worth sanitary sewer collection system. 100-4 MATERIALS AND DESIGN- a. The manhole insert shall be of corrosion-proof high density polyethylene that meets or exceeds the requirements of ASTM D1248, Category 5, Type 111. b. The minimum thickness of the manhole insert shall be 1/8". C. The manhole insert shall have a gasket that provides positive seal in wet or dry conditions. The gasket shall be made of closed-cell neoprene rubber and meet the requirement of ASTM D1056, or equal. d. The manhole insert shall have a strap for removing the insert. The strap shall be j made of minimum 1" wide woven polypropylene or nylon webbing, with the ends I treated to prevent unravelling. Stainless steel hardware shall be used to securely attach the strap to the insert. e. The manhole insert shall have one or more vent holes or valves to release gasses and allow water inflow at a rate no greater than 10 gallons per 24 hours. )0-4.3INSTALLATION. a. The manhole frame shall be cleaned of all dirt and debris before placing the manhole insert on the rim. E- b. The manhole insert shall be fully seated around the manhole frame rim to retard water ; from seeping between the cover and the manhole frame rim. I' �I E100 (1) NOTE: Bearing Areas shown are based on I 150 p. S. 1 . G test pressure and 3000 P•S. F. soil bearing value. 09,/ '1u Tee 15009 Concrete s _ .Q OPS has ••t'. ,iii •' -� q x Bend r i "E" 15004 Concrete - - I � ' E HORIZONTAL BLOCKING TABLE .'.Dimension "X" May Vary If Necessary To Provide Bearing ilt Against .Undisturbed Trench Wall it 11 ° 220 _ 3O, 45' 90° Tee Plug Pipe X - 15 -� Size Dim. in. n• ax. �� �� Min. Max. �� t� Min. Max. �� �� Min. Max I � Ft. ��A" II' " Pa C Area Vol . Ar a V 1 . r a Vol 4" 1 . ,90 .8 .05 .95 .90 .05 .95 .90 .05 .91 .82 .05 1 . 16 6" 1 .5 .90 .'8 .0 5 .90 .0 1 .05 1 . 10 .05 1 -731 .99 .05 1 . 19 1 .41 .05 ! � 8" 1 . o .8 .05 .95 •90 •05 1 .41 2 .00 .05 1 .86 3.47 . i 1 .57 lo" 1 . o .8 .OS 1 .26 1 .60 .05 1 . 9 3 .20 . 1 2. 18 5.b2 .2 1 .99 3.9 . 15 12" 1 . 1 . 10 1 .2 .0 1 .48 z. 0 . 1 2. 14 4. 0 .2 2.8 $•00 .3 2.38 5.65 •2 � ' 16" 2 1 .41 2.0 . l 2.00 4.00 . 1 2.8 8.00 .4 14. )0 .6 . 16 10.0 II 20" 2 1 . 3. 1 .2 2.54 6.20 2 12.40 .6 4. 0 .00 1 . 15 .9415.55 •?5 �° 24" 2 2. 14 4. o .2 .00 30" 2.5 2.66 7. 10 .55 3.78 14.20 1 .0 5.30 28.20 1 .75 7.05 X80 3.4 5.91 5. 332. 1 ; � 6" 2. 10.00 4. 0 Q40 1 .4 6. 6 0.80 2.6 8. 0 72A0 5. 1 .20 1 • 0 2. 5 42" 1 1 .2 48" 1 3 1 4. 8 18. 0 1.6 6.00 00 2 . 8.48 7,00 .4 11 . 14 126. 10.4 0 .0 61 54" 1 4 .0 4.00 .5 .00 6.70 4500 ].o0 9.40 100.UUJU.UUl13 00 �2o i6 o to.� tiSDO 12.c NOTES: Minimum areas shown are in square feet. Volumes shown are in cubic yards . y Vertical dimensions of all. block bearing areas shall be (dent cal to the horizontal dimension shown. f HORIZONTAL BLOCKING DETAIL E-1 - 20 Material - - -------------- -- NOTE : Trench width: / v 1 . Pipe 24'' i ,d, and smal ler =2411 or 1 Q� o.d . + 12'' whichever is greater, 2 . Pipe larger than 24" = o.d. of Pipe ; + 18". :•:�':,`'.�':,, `� 3 . Cradle shall extend a min. of 61' beyond I each side of pipe. concrete Bell Bell Bend ``:;ll� -:-= =;T .err`v: �:.�;`-` rs%� TyP• RUBBER GASKET JOINT M. J. - M. J. _Bend ! a, Main ` 27 1500# Concrete 11 -01 1 Typ• MECHANICAL JOINT I . Main E. o I � Bell-Bell i• ♦A •:.'rte•„�Tii l �; � '00n Concrete 21 -011 II 1 Typ. Keep a min. oft ' -01.1 BELL AND SPIGOT JOINT Note: When crgdl e is shown or speci-fit c' earance between for installation c nc, and joints or on concrete pipe bolts on. C, 1 . Pipe. the full joint c i n excess of P -0'' Length of the p i l (` detailed. CRADLE DETAIL. or fitting shall cradled. FIGURE 10 ��!' NOTES: O 6" blind flange tapped 2" with 2" brass plug. O 1254 pattern blind flange drilled and tapped for 6" blind flange . 6" blind flange attached with bronze bolts . Gaskets shall be full faced i as otherwise required in E 2-4 • quantities 4 OLifting lugs shall be provided in q i sufficient to loft and handle the flange as a balanced load. _ 3 O Attach the 125# pattern blind flange with steel bolts and bronze nuts then cover with Icement grout after installation. 2 O 125# pattern flange, unless required otherwise. 1 I Flanges and blind flanges to be designed to - 1 withstand pressure rating of pipe. i © Wye branch to be one size larger than, but tapered to standard run normal diameter unless otherwise specified. , I O7 Standard run diameter. 5 6 i 7 I r 45� i STANDARD CLEANING WYE DETAIL Material Specificatio-1 E 1-4 construction Specificatio E 2-4 FIGURE 28 � �� (� �=andard — {�.•`i•1.,lY.�7,/��R �.C'`%l,;r..r.,/li.,;ti:b.p%t,`: 1l:.r ,�,,,>'1�,..w I Cure E Gutter, - � �j F-1 2 J, _ (Ij N N I ?r Roadw�v� �� Min. watertight �Plu ay rConc-Se ry i c i rie,Mi n. 2" Graded 1 1 1 f C. I . Min. Grade 1% TYPICAL SECTION Note: Embedment and backfill as required for adjacent sewer main shall be included m in the price bid per sewer service complete irV place. L J L Standard Cur c Gutter` Secti n L C1 �Service Line C: L' ( I ) Sewer service Line lacat'- -� he marked with red tape ez least 3" uide sn NOTE: 10 mil thic4' attached tc the and of the service an- -es n=ers Wi 1 1 Be Used _On._Al l Service -extending through th'a• back— Li nes Constructed At Same Time As fill at the point ❑ ho'- - _. Purl is Sews .-r. _ sPrvice cannecticn ba:� 1 the proposed curb. y S I C L1 � �� 1 c�-, C.o,s_ructior, • d � , ! I I 6" SANITARY SEWER I CLEANOUT CASING j (CAST IRON OR FVC) RUEGE? SL EEiE COUPLING 17 COUPACTt0 AS SPECIFIED ` OR INUNDATED SAND 6' STACK i 45' BEND 1 If AT RA a PLUG Q, 'o • 1 E€ 1 II=11111=!fll!=!II I�I!!1!�I!IIi��' I!�I (IIS Il(�i 11=III �t- `CLASS '3COPiCR__r: �EUoEDMEt`IT I 7YPIC,,L 1,0TF. N EN MAKING GONNEC77ON TO SANITARY SEWER MAINS, USE A WYE CONNECTION. THE CLEANOUT STACK INSTA?.E"E"D SHALL BE OF 77-'E SAME PIPE MATERIAL AS 77-1E MAIN UNLESS THE EXISTING d FAIN IS CONCRETE. NO CONCP,ETc CLEANOUT STACKS SHALL BE INSTALLED. TqE SANITARY SEWER MAINLINE CLEANOUT SHALL BE CONSTRUCTED I,^l SUC- A MANNER f AS TO CLEAR EXIS7NG UTIL/T7ES ANO PROPOSED FACILITIES SUCH AS STOR,'A SEWER MAINS, f PAVING, SIOEV'%ALKS, FETA/NING WALLS. ETC. C. TI-rE CLEANOUT STACK AND CASTING MAY BE PLACED 1N Ti-i= PA.RK'r'/AY ASD IN VEHICLE TRAF=:C AREAS NECESSAR f D. FOP COMMERICAL �IAI,VL/�/r CL=AibOUTS• USE CAST IRON CLEANGUT Cr 377.NC Or`iLY. _. P,EF!AC` ALL SE'h`R SERV?CES TO i,fE PP,OrE'?TY LIN_ :. h',I VS!-IICL_ TPAF FIC 4REIS. SANITARY SEWER CLEANOUT SHALL SE G: FRAME AiNO COVER CONCRETE COLLAR WHERE COMPLETE WITH REOUIREO.SEE PLAN SHEET WATERTIGHT MANHOLE INSERT ANO DETAIL SHEET 02 - 2 ROWS BITUMASTIC JOINT SEALANT ,BETWEEN ALL AOJUSTMENT JOINTS ❑ ❑ a N Q O O ❑ L- 2,4 PRECAST ADJUSTING RINGS PRECAST CONCRETE CONCENTRIC wCORBEL SECTION m o OUTSIOE TO BE WATERPROOFED WITH TtJD COATS OF ASPHALT EMULSION (SANITARY MANHOLES ONLY) Lu PRECAST CONCRETE MANHOLE WALL. SECTIONS IN ACCORDANCE w WITH ASTM C478 u_ 48'DIA.FOR SEWER w PIPE THROUGH 21'DTA. AND G0'DIA.FOR SEWERS THROUGH 36' DIA.UNLESS y OTHERWISE NOTED ON PLANS. FLEXIBLE PIPE GASKET CAST INTO z STRUCTURE AT ALL PIPE 6' PENETRATIONS co , e Y200 r O r - INTEGRAL MANHOLE \–CRUSHED LIMESTONE PIPE BEOOING' BASE OR PRECAST (4'MINIMUM BELOW BELL) CONC,SLAB (6'MIN. G'GRANULAR CUSHION THICKNESS)PER ASTM C-478 SECTIONAL ELEVATION PRECAST r - _ r CAST IRON MANHOLE FRAME CONCRETE COLLAR WHERE AND COVE REOUIREO,SEE PLAN..SHEE� ?, COMPLETE WITH AND DETAIL SHEET 02 /// WATERTIGHT MANHOLE INSERT C3 a a a N ¢ •\ T 24.MIN \-2 ROWS BITUMASTIC JOINT SEALANT CAST IN PLACE MONOLITIC CONCRETE MANHOLE WALL co ' AS SPECIFIED 0 c OUTSIDE JO BE U , a WATERPROOFED _ WITH TWO COATS '– OF ASPHALT w EMULSION w tr 48'OIA.FOR SEWER PIPE w CAST IN PLACE THROUGH-2I`.DIA.AND 60'CIA._ FOR .SEWERS-:THROUGH 36'OIA. J MONOLITIC,CDNRETE UNLESS OTHERWISE NOTED a MANHOLE WALL AS ON PLANS. a BENCH MIN, SLOPE SPECIFIED OF I'PER FOOT 3'MAX FLEXIBLE PIPE z GASKET i TROUGH 1 O� CONCRETE EMBEDMENT TO FIRST PIPE JOINT (SEE _ CAST IN PLACE MANHOLE r RACE SECTION DETAIL) + c e - CAST-IN-PLACE (CLASS F - 6 GRANULAR CUSHION 4000 PST CONRETE)MANHOLE BASE (SEE DETAIL) SECTIONAL ELEVATION STANDARD CAST IN "PLALE AN9-110LE y SMOOTH TRANSITION FLEXIBLE WALL CONNECTION REQUIRED BETWEEN (TYP.AT PIPE ENTRY TO MH) PIPE AND CHANNEL SLOPE TO DRAIN PIPES ENTERING AT ANGLES SHALL ' BE PROVIDED WITH A 'U' CHANNEL 3/,OF PIPES INSIDE DIAMETER SLOPE TO DRAIN LINES STRAIGHT THROUGH MANHOLE SHALL BE PROVIDED WITH A 'U' CHANNEL ONE HALF OF PIPE INSIDE RJAN vmw OIAIHETER ' 4' MIN. 6 2'MIN.IF PRECAST-RISER _ _ -> SECTIONS ARE USED �• 8'CAST IN PLACEL-3'SAND CUSHION MIN. CRUSHED (CONC.CLASS F- 4000 PSI) LIMESTONE MANHOLE BASE WITH WIRE CONCRETE ENCASEMENT BEDDING MESH REINFORCEMENT OF USED ONLY WHERE FLEX MINIMUM 0.5 SO-IN.PER WALL CONNECTION IS NOT ; FOOT IN BOTH DIRECTIONS PROVIDED , THE MINIMUM DISTANCE BETWEEN THE INVERT OF THE DOWNSTREAM PIPE AND THE TOP OF THE MANHOLE BASE SHALL BE THREE (3) INCHES NOTES; I.PIPE SHALL BE EMBEDDED IN CONCRETE TO WITHIN G' OF THE FIRST JOINT FOR RCP AND DIP UNLESS A FLEXIBLE WALL CONNECTION 1S USED.IF A FLEX18LE WALL CONNECTION IS USED,CRUSHED LIMESTONE EMBEOMENT MAY BE USED. 2.IF FLEXI8LE OR SEMI-FLEXIBLE PIPE IS USED FLEXIBLE WALL CONNECTOR MUST BE USED. 3.FLEXIBLE WALL CONNECTORS SCALL BE PRESS WEDGE, A-LOCK,PRESS SEAL (PSX GASKET)OR APPROVED EQUAL. BASE SECTIO j CAS? 1N PLACE M�1 ��L� } INVERT CHANNEL CONC. FLEXIBLE BOOTS MEETING ASTMC928 CLAMP ON TYPE FLEXIBLE BOOT (CAST IN BOOT S1 OWN PRESSED MEETING ASTM IN BOOT ALSO PERMITTED) C923 A-LOCK TYPE CLAMP SECURLY IN ACCORDANCE WITH BOOT MFR'S :OR INSTRUCTIONS INSTALL PIPE IN ACCORDANCE WITH BOOT MFR'S INST. WHEN PLACING FIELD-POURED INVERT CHANNELS, PACK ANNULAR SPACES WITH EXTRUOIBLE PREFORMED PLASTIC GASKET MATERIAL TO } PREVENT INVERT CONCRETE FROM ' ENTERING SPACE BETWEEN PIPE ` AND FLEXIBLE BOOT SANITARY MH PFE CONNECTION ®ETAL TASTE 2 INSIDE MAXIMUM TRENCH WIDTH PIPE AT TDP OF CONDUIT DIAMETER > 6' 3'-2' 8' 3'-2' 10' 3'-2' 12' 3'-4- 15' 3'-6' , IS' 3'-10' 21' 4'-4' — 24' 4'—g' 27' 4'-11' 30' S'-3' 33. 36' 42' s TRENCH! WIDTH TABLE 2 yy _ 6 � �J � • U7 a7 � . , .' ..• ��� 1. _ __- C < U LLJ Ul-j Li iLL- ! -JJ CJ waif i— ` ! a• D<v cn wQw Z C4,LIJ cc o c`; CL(u U V,o� �Ctif=AWL 1-p LLJ LLJ In cil C13 C2 (D i' p_ C CCU L4 U CD U�-- .�:.:, c ww I Lj c _• .- L J < i. , z.;• fes- z�v, / cif m> Q o: i _ CL v % 0() �o� Q tZ o v . 10< zo / CL U v) a; , LL.Of ° LLJOclZLLJ : t p U Q uCl- I Lj C` . -2LLI f LLI o I ?LL 0— > oma:? Q oLU Ll- 0 Lj w 4 a ULA a z CL LLT LU tn CL CD CII Ld U r. L }- G r -- cn cn c r_- X © O w W L L Lit J U C WF U w 1— v w Q a � 0� z u ¢ � � o r 6 F n � Hp Opcn G r` UO � LTJ •,•\ Z W U L �ti w oU mow . cCw� � t¢ LL. - _. 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W U W F ji 0- LLI Q 2 D LLJ i -t _ W (n LL) Lu LLJ LJJ 0:- CG �-�U X(-Q S Wi ( :•{V:: CL ' 1 711 Go ]}f��'� (D W7 UmW Y �z z� ;-.. J.� oaf Lu Oc) FL cif OQO - �:. USW U}—� (L CC Uig ``' } - ' W N Q-0 n .G' I' mZ , C.)Q .[Ul �, z 3 f LJ CD 0 L7 � `' W - r `j z GO 6� Ln �Ot17 IC D�\, owo Mx m J W SW •Q} \: Wu F �O O . ul UJ UJ CC LYUO� WL ! �\: ZW W- Z ¢ - E- • �--i �� I - �. ¢¢ toy- z�v Wa u� U U W� �WQ— Q �F uvu` �� LjOtn _ W,l cn o� _ �I v�-�c�; =ate - m = F sV' U l U Lr U C-W�=�_.lW C- W C =�-U .Q W Uu'0>�� 0 i l!� O 0 . c-�- I -- �^I I C = iiJ n 7LJ r- o C/Iuj • U �� 99 �� � i� u7 .c0 � cD V,< •1 W Y ] I I 9 F i © LJ L m (a L i / Q WU d� > �a QW a:- aLLJv CD nQ =a . - LLI n E CL WW X(D to :Z g 0-L —�–. v O m > i cc _1U - �cri — z— i CY w E-" a Q w 1 O �¢ccL CDLL- l o �, - ¢ : . Qz t �Go: W r i LL ,... . w CC CL I-- a' \\ 151 a � MIN. V,, m I x W W. u W m _ ¢ i W cn }— Q x LC) S a Q O u a. 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LL t MINIMUM 6' r EMBEDMENT -I�I-��_i�._-I::�_�.~,`,_.•�-�I_- R-I��=ISI-III=I�i—ill-ISI: I —III—I I I—III=III=III=III— — t WATER: SIZES UP TO AND INCLUDING 12" J < -1I1=1 �Lj I) > I — TYPE 'C" BACKFILL SEE SPEC. E1-2.4 MINIMUM INITIAL BACKFILL COVER G.C.D. WATER 6' SEWER 2' CRUSHED STONE OR SAND STORM DRAIN — 12" II I li o s I I MATERIAL IN111AL BACKFILL Lj SEE SPEC. E1-2.4(b) OR m El—2.3 G.C.D. � MINIMUM 6 °6° III_ L EMBEDMENT —I(I= ° ° °a° °— 1— CRUSHED STONE O 1 SEE SPEC. E1-2.3 I —III—I(I—I 11=1 I l=1 11=1 11= G.C.D. o WATER: SIZES 16" AND LARGER z SEWER: ALL SIZES STORM DRAIN: ALL SIZES E Q w r I MATERIAL SPECIFICATIONS i SAND GRADATION k W I. 'LESS THAN 10% PASSING X200 SIEVE THE EMBEDMENT AND BACKFILL DETAILS PROVIDED ON THIS •P.I. 10 OR LESS SHEET SHALL REPLACE APPROPRIATE PROVISICNS aF BOTH I THE E1-2.4{b) AND E1-2.3 OF THE G.C.D. AND STD. SPEC. O t ITEM-402 OF THE TPW STANDARD SPECIFICATIONS FOR STREET & STORM DRAIN CONSTRUCTION. AL OTHER CRUSHED STONE GRADATION PROVISIONS OF THESE ITEMS SHALL APPLY. Z O SIEVE SIZE % RETAINED U 1 M 0-10 k 1/2" 40-75 WATER, SEWER & STORM DRAIN Q /e„ 55-90EMBEDMENT AND EACKFILL DETAILS u 90-100 Q 9.ri—ilio (-'TTV (1P PnT)rp wn1✓'Pu (-1n'\TcrjTr_)TT0MTnNT CmA-,Tr,.Ann _ SEWER TEE CONNECTION EXISTING SERVICE LINE FLEXIBLE 12'MINIMUM COUPLING (CONCRETE ENCASEMENT) -—- - —- —_ \ J `-STAINLESS STEEL BANOS NORMAL CRUSHED LIMESTONE BACKFILL I OR CONCRETE ENCASEMENT WHERE INTEGRAL TEES ARE NOT PROVIOEO. MAX.'4g. . TEE CONNECTION PIPE BEND (IF REQUIRED) WITH INTEGRAL TEE OR GASKETED SEWER FLEXIBLE 61 MINIMUM SADDLE (AS SPECIFIED) COUPLING tCONCRETE ENCASEMENT) EXISTING SERVICE LINE / MAXIMUM SLOPE is MIN.GRADE 2 X , SEWER r r NORMAL CRUSHED LIMESTONE BACKFILL NOTE:FOR SERVICE CONNECTIONS TO OR CONCRETE ENCASEMENT WHERE HOPP WHERE PIPE ENLARGEMENT METHODS INTEGRAL TEES ARE NOT PROVIOED' ARE USED,SEE SPECIFICATIONS SECTIONAL ELEVATION NOTE: SEWER SERVICE LINE LOCATION TO BE MARKED WITH REO VINYL TAPE AT LEAST 3'WIDE AND 1D MIL THICK ATTACHED TO THE ENO OF THE SERVICE AND EXTENDED THROUGH THE BACKFILL AT THE POINT-OF HOUSE SERVICE CONNECTION TYPICAL Rf.ER CMECTIJN 12" BROKEN CONCRETE RIPRAP, HAND PLACED. f� STANDARD SPEC. 2.24.3 r 3„ SAND CUSION 12" FILTER FABRIC GRADE + STANDARD SPEC.•2.24.4 3' STANDARD SPECIFICATIONS FOR PUBLIC. WORKS CONSTRUCTION, ADOPTED JUNE 24, 1993, NORTH CENTRAL TEXAS, COUNCIL OF GOVERNMENTS RtPRAP* DET . A 4-•3 DOWELS B \� B SPACED EVENLY • o e A� FM OMP OF 1.9 TO NOTE: 00 NOT DEFLECT THE PIPE NOTE: DROP TROUGH WILL BE POURED JOINT IN LIEU OF HYDRAULIC MONOLITHICALLY WITH CAST IN PLACE SLIDE.NO EXCEPTIONS. BENCH,OR DOWELED AND GROUTED TO PRECAST BENCH. MANHOLE WALL I/2 I.O: 4 i e /2 T.(7. "R 0" 2'MAX O� 4 0 A-A HYDRAWC SLIDE FETAL 5 € i R J W - Im Ul :U. 1.� W � j ��•' '�ry. C. .i,jt =� L;f•.' i.� _-1:11-:••-. . tn Lal-O L' '-• —•� L' Nj �Q '1- C_�< U I.. Q _.i11.•�.� t 1 r l •y, C Lil cpa CL CL Cli LU CL L o C _Q Fl7�� tC W to Ln Cai vi wa o�CL— o -- Q`w W w o 0�� �G)N +U) Um Y m,U�cFU �` C4 )13 -r. tri t; cq r z i..:.'i 1.•v. -44 � I 'I• :�' is o U t �; �• p :t t �n ' 4 • fir- n z O ;�;•�:., :z` ' _ I ° tt•'- .01 CL C:j CL • GCO NU '� z� ..°• ' i'.. - __ x cL 'L �n col M. cz:xUEL CL c 4� • 1L 2� � WU p'3Y .0 f�4, r .. 'r,f•' o� mai S•�ij.N•n,a"� { k:' ;i, CL' a �x��yy(JJW c •l•vl a to :m o•• _ i'" CL Oi p p'. 1 aulU I' l'•a•=:o v: j >;p. m 10, _L1,11 . i '/n1/2�b3 11: 49 ^J�472 FW Itllal FPSM YCH PAGE X71 JJ2 , l ti V�1c r' Vhf ter Dbp;t' tt reh 2 , 2003 ;'. 1 To. Daug Raderna er, €� F�; E , Andyrc�mberg, EFlage ;?ilfte F�e(d dperations Frorn: Doo J:.Kjt, g€ta4r,:Vi/atrpat? ;e yy�yy 4 RP . 5' l.G #1 5. + 1D. . .: SPECIFICAT-1 � si €et -,:have. ad ed .: Jn order to be ca• f � •. s CfasSV 8:to,ASTM' . cification"s,forti ° as ` ,m.:p `A :4,. P y ,.. ..,... . `!e•�tclate ts`:fin lid:c�imensidrls isQ that th6y ear.b'e.az�✓b r�rc��Y �`���tht�.���stln;�stt��t8i'b~ Ple�se::i�s�tfe. pe" ct.cn ra 2 , 0Q3:f4r<th :: ttrre water.projects"that � revised:s may requite'2-} ':o#. n � r :;.: _ ..If you have an. quiaf.0 A •'N :::>: ,„ r`}aim p. ificaIatrt -irarings,.. • .,t.'rtr.;'•".till:,.:.";�1:.' �' 'S' : �l I t1/200 11: ra^ F}l WWPF(---i i '' C P 6c @2J J r ' tiCD PlSTI� EP. M EP:E©ACES NSA € El: tBA.1- SCOPE,;.,k.rt c ttari cflve h b.t�*as. of }rater peter'°b��fie5; Type.A and B ' trd Tye ' 3 E 1.18A 'Cl'a i d�rd h1ete BoX :; :; '::t mended fof .�tsp with . services E1,18A , Gl ' and {t7tetar Sax l'n#ended. .for. use with fn t� E2" rift eters: F servrG. ut�l� cr rn X.�,.. - '"'' or 'Use- :-with E1 18A i'3 #asSr ��r4da t 4 igter Boy L ;; <Ti.±~erided f S+'NiG8S.: t1#tZir1C�`�rn t':�i14` rttQr5 . . . 'arid iron E'1. 1:8A'_�.' CC71 "CIG ' z� tIt�fQtced:p[a ftp::water met..r. bo�c s cover Uds under:this sl r WI ih-0Qe#a ti�c�e sp�ci�ic sizes of a reCtarigulal r}c) shape. Those gree::si " k ,..::','.:• '._ '."•rte: N sf.,^'•'..''•':� o "'±' ClSSxias : Qxr 1� ftigh x7'r: x, 12" ttgh E1'. 1.&A.3. Rl l.i I CIRC �r:,A`'t °�`u1E'TER$.C7 SP .�IFf�A #Ql . '. �1 r< A ..,.. ' en, F?ol �tfiylene cte 'bo :'sti #1:,b .. 1`ts ' e. '>.Qf Luta.,.i :eiftum- t`l Y _ The'•i'� r•. n;_. _� ;4 ,. _ ..�: - of. (LMDPE}as'dd tt d trot 't` t 1 a tnjn m-um'wall thickness . ••,. 1. t 2 1 ? y .. .. Ti�.e ext >?tor.sh fa dVj0 ..lJ1 C to flora. Boxi;s:sha11 be able a withstand a ::rfirlSrT..'Tf f 'YyElouds VerttaF 1"sad and s#iail.=witlls>`and a , .. minimurrt=�Qt� �o�rtcis � _ _ .. "". - • ,• ' ' ogo) o .p'_ ria":,i l:= := rt77°`'sats:or.:: ing lines:�rid:all: e 9 The-meter b x fiftl., , . - M and: comer ,�;Y.A € e t ca`.n bes �e`16 b61A uni ti a d e:.frorn; .; edges. h.an-dIe�i'safely: ithpt�t y ` }I` t tkV: PE .i`I,CJ }C1 ' E1 .18A A IF, i4lE E f. 4.*: neter:box:l to The.-_rdEng;toASTM A4 8 .' or. ducti{e,' Mth ir�h a��l , �f�?,'A��J�'t A-�3�.'_.::;Th-r� :Cids sliall.:witlis�and a . Coated ' .a:b.ltutr ihdus mir�imum:verflGk;:toad # SQonds . Ci stingy, ;.. emuFsi;ied asph tt t�nE �sr att#� .s ad,;gtouttd...-srnooth; eni 'cieaned�with shot blasting, tc6:. e a u i u ## free:.fro t' tre E h,: iefecfs arid.d{st�orbons. . Dirt� nscat�s shalt:be wi� ttttan�fards ofIus;ar rrt(rtus C+%) orae-sixfenth , f J , of an �nGf per fpoty:_',4C�:still bear the. Artufactr�ier s '1S: (Harris:or.:l an o} C nakr� / rt�}tS� may de errant n fus ar:'m n P , wing weTgifsa� . '.from , � Cl r .« .. _ _ z :'CC • .� `_`-- �'^�,}yam+ t-�• - 4 �. 07 WIT n El lb q C-J. •'.0- ..d �'-T(:.lul::il_..,,f✓.'.i�,vi r_.. ot FII�U� Motp trs M../ r'� \ /�� `•c ',i. '�t- s `N•� �.. t `-t L � X l:/}-} l'}"��lS f t t �rQ'l�:• u !\ F r 1 • x:31 Y/� T'^ , _4`YY 1 1 L - ♦ ' r } � ;�,`t attr 4 x cp'fid-, •.: Nx? 'p Von; m Non OF _ 1,f,,,.�+t$�'S- 5. ion' .iii'• ','r,,� •�Zi;c.,,.�:.� �:�°}:• oat ISM ru al '_' - - _ '.:}:i-`4'�C�c�:,,f,'•:yF!'. fay is z: - E' — M : '�. t w�. Ld U ink . E CdCi .j...• I� 1 r�.fY�'•S•�F)tyl _ (n' � .. LLY p pal n I F A. Val A .Yi • ,�- -+�S r a, it oo - ^ • - _ .l': •rte .•ry [ `� �'h r} _ ',C tows 0(!Y QE I. WORTH- ^r•:_: ;... •=,ti: ::'• :(''' suits r"ir :WATER. L, .77 r: - Was rI" 1, fr L _ 1.:.,..x.1.:'.... - t ` cn "C,4* f ;� Q 00 LJ • ..�;. � is :�. :U .pWc .�� O:. - ;1 wto - Vic' •4;V '.�.;tr�;.:_Sr - . .. • .•�. . ;t. �:,`°�' .. ,� to - n E LU HI Kl 2313 N W `:g w PROJECT DESIGNATION SIGN (WTR) C OCID If e..,tg%'�;1`r,"r r `dar Cn a si co co { p =rt =� ear l-t- 'c� •�' r ti C _; q _ L' 0 T Ito _ Ln SPECIAL PROVISIONS (T&PW) r I CITY OF FORT WORTH,TEXAS DEPARTMENT OF ENGINEERING SPECIAL PROVISIONS FOR: PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS WATER AND SANITARY SEWER RECONSTRUCTION WATER PROJECT NO.PW53 531200 060530177800 SEWER PROJECT NO.PS58 531200 070580176130 T&PW PROJECT NO: GR76 539120 005206771810 FILE NO. K-1851 DOE#: 4062,4063 1. SCOPE OF WORK: The work covered by these plans and specifications consist of the reconstruction of water,sewer and paving designated and is 6"HMAC and a 8"Soil-Lime treated subgrade. The proposed curb and gutter is 7"concrete curb with 1'-6"concrete gutter. The proposed sidewalk is standard 4"concrete sidewalk. The work shall include all other miscellaneous items of construction to be performed as outlined in the plans and specifications, which are necessary to satisfactorily complete the work. 2. AWARD OF CONTRACT: Bid:This project is designed as three units with three bidding options: OPTION I: UNIT 1:Water Line Replacement on Haynie Project Number:PW53 531200 060530177800 UNIT II: Sewer Line Replacement on Malcolm and Haynie Project Number:PS58 531200 070580176130 UNIT III:Pavement Improvements on Malcolm and Haynie Project Number:GR76 539120 005206771810 DOE#:4062,4063 OPTION 11: UNIT I:Water Line Replacement on Haynie Project Number:PW53 531200 060530177800 UNIT 11: Sewer Line Replacement on Malcolm and Haynie Project Number:PS58 531200 070580176130 UNIT III:Pavement Improvements on Malcolm Project Number:GR76 539120 005206771810 DOE#:4062,4063 i i SP(T&PW)Page 1 of 17 t } OPTION III: UNIT I:Water Line Replacement on Haynie Project Number:PW53 531200 060530177800 UNIT II: Sewer Line Replacement on Malcolm and Haynie Project Number:PS58 531200 070580176130 UNIT III:Pavement Improvements on Malcolm Pavement Pulverization on Haynie Project Number: GR76 539120 005206771810 DOE#:4062,4063 The proposal section is arranged in three sections,one for each bidding option. Each bidding option contains three sections,one for each unit. Unit I consists of water line replacement on Haynie Street. Unit ll consists of sanitary sewer line replacement on Malcolm and Haynie. Unit III consists of pavement improvements. The apparent low bidder will not necessarily be awarded the contract.The City reserves the right to award the contract to the bidder who's bid is the most advantageous to the City. 3. WORK ORDER DELAY:All utilities and right-of-way are expected to be clear and easements and/or permits obtained on this project within sixty(60)days of advertisement of this project. The work order for subject project will not be issued until all utilities,right-of-ways,easements and/or permits are cleared or obtained.The Contractor shall not hold the City of Fort Worth responsible for any delay in issuing the work order for this Contract. 4. WORKING DAYS: The Contractor agrees to complete the Contract within the allotted number of working days. 5. RIGHT TO ABANDON:The City reserves the right to abandon,without obligation to the Contractor, any part of the project or the entire project at any time before the Contractor begins any construction work authorized by the City. 6. CONSTRUCTION SPECIFICATIONS:This contract and project are governed by the two following published specifications,except as modified by these Special Provisions: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased at the Office of the Department of Engineering, 1000 Throckmorton Street,2°a Floor,Municipal Building,Fort Worth,Texas 76102. The specifications applicable to each pay item are indicated in the call-out for the pay item by the Engineer. If not shown,then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. 7. CONTRACT DOCUMENTS:Bidders shall not separate,detach or remove any portion,segment or sheets from the contract documents at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "nonresponsive"and I { SP(T&PW)Page 2 of 17 I rejecting bids or voiding contract as appropriate and as determined by the Director of the Department of Engineering. 8. MAINTENANCE STATEMENT:The Contractor shall be responsible for defects in this project due to faulty materials and workmanship,or both,for a period of one(1) year from date of final acceptance of this project by the City Council of the City of Fort Worth and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. 9. CONSTRUCTION STAKING:Construction stakes for line and grade will be provided by the City as outlined on page 17,Standard Specifications for Construction,City of Fort Worth. 10. TRAFFIC CONTROL: The contractor shall be responsible for providing,following,and maintaining a traffic control plan during the construction of this project consistent with the 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 Vernon's Civil Statues,pertinent sections being Section Nos. 27,29,30 and 31. This traffic control plan shall be submitted for review and approval to Mr Charles R. Burkett, City Traffic Engineer @817-871-8774 at least 10 working days prior to the pre-construction conference. Although work will not begin until the traffic control plan has been reviewed and approved, the Contractor's time will begin in accordance with the time frame established in the Notice to Contractor. The Contractor will not remove any regulatory sign,instructional sign,street name sign or other sign which has been erected by the City. The Contractor shall not install any sign on a city post,pole,or structure without first obtaining written permission from the Engineer. 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 871-8107),to remove the sign. In the case of regulatory signs,the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced 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 reinstalled the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. 11. 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 him found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers 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 which 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 form all his obligations hereunder which shall remain in full force until the discharge of the contract. 12. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and i pedestrian traffic within the project area. Contractor shall protect construction as required by Engineer E by providing barricades. E SP(T&PW)Page 3 of 17 V Barricades,warning and detour signs shall conform to the Standard Specifications`Barriers and Warning and/or Detour Signs,"Item 524 and/or as shown on the plans. Construction signing and barricades shall conform with"1980 Texas Manual on Uniform Traffic Control Devices,Vol. No. 1." 13. DISPOSAL OF SPOIL/FILL MATERIAL: Prior to the disposing of any spoil/fill material,the contractor shall advise the Director of the Department of Engineering 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 the filling is not occurring within a flood plain without a permit. A flood f 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 contractors disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or 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 contractors expense. In the event that the contractor disposes of spoilIfill materials at a site without a fill permit or a letter from the administrator approving the disposal site,upon notification by the Director of Engineering,contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. 14. ZONING REQUIREMENTS:During the construction of this project,the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 15_ QUALITY CONTROL TESTING: (a) The contractor shall furnish,at its 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 situ 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 its responsibility to furnish 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 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. r SP(T&PW)Page 4 of 17 f _ i 16. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 17. SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: (a) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING—UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." (b) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage-type of guard about the boom or arm, except back hoes or dippers and insulator links on the lift hood connections. (c) When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (TU Electric Service Company) which will erect temporary mechanical barriers, de- energize the line or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to TU Electric Service Company and shall record action taken in each case. (d) The contractor is required to make arrangements with the TU Electric Service Company for the temporary relocation or raising of high voltage lines at the contractor's sole cost and expense. (e) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (c). 18. WATER DEPARTMENT PRE-QUALIFICATIONS: Any contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre-qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications which general specifications shall govern performance of all such work. 19. RIGHT TO AUDIT: (a) 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, under the expiration of three (3) years after final payment under the subcontract, 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. City shall give subcontractor reasonable advance notice of intended audits. { s SP(T&PW)Page 5 of 17 E (c) Contractor and subcontractor agree to photo copy such documents as may be requested by the City. The City agrees to reimburse contractor for the cost of copies as follows: 1. 50 copies and under $0.10 per page. 2. More than 50 copies $0.85 for first page plus$0.15 for each page thereafter. (d) "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 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 appropriate work space, in order to conduct audits in compliance with the provisions of this article. City shall give subcontractor reasonable advance notice of intended audits." 20. CONSTRUCTION STAKES; The City,through its Surveyor or agent,will provide to the Contractor construction stakes or other customary methods of markings as may be found consistent with professional practice to establish line and grade for roadway and utility construction and centerlines and benchmarks for bridgework.These stakes shall be set sufficiently in advance to avoid delay whenever practical.One set of stakes shall be set for all utility construction(water,sanitary sewer,drainage,etc.),one set of excavation/or stabilization stakes,and one set of stakes for curb and gutter and/or paving.It shall be the sole responsibility of the Contractor to preserve,maintain,transfer,etc.,all stakes furnished until completion of the construction phase of the project for which they were furnished. If,in the opinion of the Engineer, a sufficient number of stakes or markings provided by the City have been lost,destroyed,or disturbed,that the proper prosecution and control of the work contracted for in the Contract Documents cannot take place,then the Contractor shall replace such stakes or markings as required. An individual registered by the Texas Board of Professional Land Surveying as a Registered Professional Land Surveyor shall replace these stakes, at the Contactor's expense. No claims for delay due to a lack of replacement of construction stakes will be accepted,and time will continue to be charged in accordance with the Contract Documents. CONSTRUCTION NON-PAY ITEM No. 1 -CLEARING AND GRUBBING: All objectionable items within the limits of this project and not otherwise provided for shall be removed under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing." However, no direct payment will be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM No.2-SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However,no direct payment will be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM No 3-PROTECTION OF TREES PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc. shall be preserved or restored after completion of the work to a condition equal or better than existed prior to start of work. By ordinance, the contractor must obtain a permit from the City Forester before any work (trimming, removal or root pruning) can be done on trees or shrubs growing on public property including street rights- of-way and designated alleys. This permit can be obtained by calling the Forestry Office at 871-5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent E SP(T&PW)Page 6 of 17 I_ I damage to public trees shall be made to the City of Fort Worth and may be withheld from fiords due to the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. NON-PAY ITEM No.4-CONCRETE COLORED SURFACE: All concrete flared surface (wheelchair ramp wing or curb) shall be colored with LITHOCHROME color hardener or equal. A brick red color, a dry-shake hardener manufactured by L.M. Scofield Company or equal, shall be used in accordance with manufacturers instructions. Contractor shall provide a sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specifications. The sample, upon approval of the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this Non-Pay Item. No direct payment will be made for this item and it shall be considered incidental to this contract. The method of application shall be by screen, sifter, sieve,or other means in order to provide for a uniform color distribution. NON-PAY ITEM No.5—FINISHING OF PARKWAYS: All provisions of Standard Specification No. 108 `Finishing of Parkways' shall apply except as modified herein: 108.4. MEASUREMENT AND PAYMENT: No direct payment will be made for this item and it shall be considered incidental to this contract. NON-PAY ITEM No. 6—RECONNECTION OF EXISTING DRAINS: All drain lines that drain through the existing curb will be reconnected through the proposed curb. Any relocations or adjustments required to the existing drain line to connect through the proposed curb will be considered subsidiary to this contract and no additional payment will be made. NON-PAY ITEM No. 7—PROJECT CLEAN-UP: The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If,in the opinion of the Engineer it is necessary,clean-up shall be done on a daily basis. Clean up work shall include,but not be limited to: • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of residents' property If the Engineer does not feel that the jobsite has been kept in an orderly condition,on the next estimate payment(and all subsequent payments until completed)of the appropriate bid item(s) will be reduced by 25%. Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been constructed. No more than seven days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. NON-PAY ITEM No. 8—PROJECT SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre-construction conference. This schedule shall detail all phases of construction, including project cleanup, and allow the contractor to # SP(T&PW)Page 7 of 17 f complete the work in the allotted time. Contractor will not move on to the jobsite nor will work begin until said schedule has been received and approval secured from the Construction Engineer. However,contract time will start even if the project schedule has not been turned in. Project schedule will be updated and resubmitted at the end of every estimating period. All costs involved in producing and maintaining the project schedule shall be subsidiary to this contract. NON-PAY ITEM No.9—NOTIFICATION OF RESIDENTS: In order to cut down on the number of complaints from residents due to the dust generated when saw- cutting joints in concrete pavement,the Contractor shall notify residents,in writing,at least 48 hours in advance of saw-cutting joints during the construction of paving projects. All costs involved with providing such written notice shall be considered subsidiary to this contract. NON-PAY ITEM No. 10—PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION: Prior to beginning construction on any block in the project,the contractor shall,on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door or each residence or business that will be impacted b construction.The notice shall be prepared as follows: The notification notice or flyer shall be posted seven(7) days prior to the beginning of any construction activity on each block in the project area.The flyer shall be prepared on the Contractor's Ietterhead and shall include the following information:Name of Project,DOE No,Scope of Project(i.e. type of construction activity),actual construction duration within the block,the name of the contractor's foreman and his phone number,the name of the City's inspector and his phone number and the City's after-hours phone number.A sample of the `pre construction notification' flyer is attached. The contractor shall submit a schedule showing the construction start and finish time for each block or the project to the inspector.In addition,a copy of the flyer shall be delivered to the City Inspector for his review prior to being distributed.The contractor will not be allowed to begin construction on any block until the flyer is delivered to all residents of the block.An electronic version of the sample flyer can be obtained from the construction office at 871-8306. All work involved with the pre-construction notification flyer shall be considered subsidiary to the contract price and no additional compensation shall be made. NON-PAY ITEM No. 11—PRE-CONSTRUCTION NEIGHBORHOOD MEETING: After the pre-construction conference has been held but before construction is allowed to begin on this project,a public meeting will be held at a location to be determined by the Engineer.The contractor, inspector,and project manager shall meet with all affected residents and present the projected schedule, including construction start date, and answer any construction related questions.Every effort will be made to schedule the neighborhood meeting within the two weeks following the pre-construction conference but in no case will construction be allowed to begin until this meeting is held. NON-PAY ITEM No. 12—WASHED ROCK All washed rock used for embedment or backfill or as otherwise directed by the Engineer shall be washed, crushed stone and shall meet the following gradation and abrasion: (Actual washing not required if gradation is met) Sieve size %Retained 1' 0 3/4" 0-15 3/8" 55-90 SP(T&PW)Page 8 of 17 f 1 #4 90-100 #8 95-100 Los Angeles Abrasion Test: 50%maximum wear per A.S.T.M.Designation C-131. NON-PAY ITEM No 13 — SAWCUT FOR REMOVAL OF EXISTING PAVEMENTS SIDEWALKS OR DRIVEWAYS: See Standard Specifications Item No. 520,"Sawing"for specifications governing this item. Sawing will not be measured for payment,but shall be considered subsidiary to the items requiring sawing. PAY ITEM No. 1 -UTILITY ADJUSTMENT: This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to street improvements to water, sanitary sewer and natural gas service lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal;however, this does not guarantee any payment for utility adjustments,neither does it confine utility adjustments to the amount shown in the Proposal. It shall be the "Contractor" responsibility to provide the services of a licensed plumber to make the utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the contractor damage service lines due to his negligence,where such lines would not have required adjustment or repair otherwise, the lines shall be repaired and adjusted by the contractor at the contractor's expense. The payment to the contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the contractor in handling the utility adjustments. PAY ITEM No.2-PROJECT DESIGNATION SIGN: The contractor shall construct and install two (2)Project Designation Signs and it will be the responsibility of the contractor to maintain the signs in a presentable condition at all times on each project under construction. Maintenance will include painting and repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the individual project signs lettered and painted in accordance with the enclosed detail. The quality of the paint, painting and lettering on the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the enclosed detail. The sign shall be constructed of 3/a" fir plywood, grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer and in place at the project site upon commencement of construction. The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support and maintenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. PAY ITEM No.5 -UNCLASSIFIED STREET EXCAVATION: See Standard Specifications Item No. 106, "Unclassified Street Excavation" for specifications governing this item. SP(T&PW)Page 9 of 17 fi Contractor should be aware that this item will cover all excavations required to include any excavation due to lowering of proposed curb line, and any excavation required to shape existing subbase to the standard crown for the proposed roadway. All objectionable material found within the limits of excavation shall be removed from the job site and disposed of in a manner satisfactory to the Engineer. Removal of such shall be subsidiary to this item unless otherwise provided herein. During the construction of this project,it is required that all parkways be excavated and shaped at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the engineer_ The intention of the owner is to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent, then actual quantities will be paid for at the unit prices bid. The party requesting the payment of actual rather than plan quantities is responsible for bearing any survey and/or measurement costs necessary to verify the actual quantities. PAY ITEM No.6-TOPSOIL: The proposed quantities are estimates only and intended for use in the parkway. This pay item is intended to pay for topsoil that must be imported where suitable material is either not available on the job or cannot reasonably be stored on-site. Payment will be made on the basis of loose truck volume(full truck with sideboards up)tickets and material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid for and may be substantially less than the proposal quantities listed. See Non-Pay Item No.5 for further information. PAY ITEM No.7 &PAY ITEM No. 8—6"LIME STABILIZED SUBGRADE AND LIME FOR SUBGRADE STABILIZATION: See Standard Specifications Item No.210,"Lime Treatment(Material Manipulation)"for specifications governing this item.Quantities for this pay item are approximate and are given only to establish a unit price for the work. The price bid per square yard for"6"LIME STABILIZED SUBGRADE" as shown in the Proposal will be full payment for all labor,equipment,tools and incidentals necessary to complete the work.The price bid per ton for"LIME FOR SUBGRADE STABILIZATION"as shown in the proposal will be full payment for materials necessary to complete the work. PAY ITEM No. 10(UNIT IIA)—5"HMAC PAVEMENT(Thickness Tolerances and HMAC Testing Procedures): The base course shall be a 3"deep Type`B"course places in one lift.The surface course shall be a 2"deep Type"D"course placed in one lift. All provisions of Standard Specification No. 312.7 `Construction Tolerance' shall apply except as modified herein: 1) After completion of each asphalt paving course,core tests will be made to determine compliance with the contract specifications.The hot-mix asphaltic concrete pavement will be core drilled by the City of Fort Worth.The thickness of the asphaltic surface will be determined by measurement cores taken at locations determined by the Engineer.The thickness of individual cores will be determined by SP(T&PW)Page 10 of 17 averaging at least three(3)measurements.,If the core measurements indicate a deficiency,the length of the area of such deficient thickness shall be determined by additional cores taken along the length of the pavement in each direction until cores are obtained which are at least of specified thickness.The width of such area shall not be less than !/2 of the roadway width. 2) When the thickness of the base course(as determined from core samples)is more than 15%deficient of the plan thickness,the Contractor shall remove and replace the deficient area at his own expense.If the thickness is less than 15%deficient,the Contractor shall make up the difference in the base thickness with surface course material. 3) The surface course must be the plan thickness. This does not include surface course material used to make up deficiencies in the base course as described in item 2. 4) The overall thickness of asphaltic concrete pavement must be a minimum of the plan thickness. Deficient areas(as determined in item 1)found to be less than the plan thickness will be removed and replaced at the Contractor's expense. 5) No additional payment over the contract price will be made for any hot-mix asphaltic concrete course of a thickness exceeding that required by the plans and specifications. 6) HMAC Testing Procedure: The Contractor is required to submit a Mix Design for both Type`B"and"D"asphalt that will be used for each project.This should be submitted at the Pre-Construction Conference.This design shall not be more than two(2)years old.Upon submittal of the design mix a Marshal (Proctor)will be calculated, if one has not been previously calculated,for the use during density testing.For Type`B"asphalt a maximum of 20%rap may be used.No rap may be used in Type"D". Upon approval of an asphalt mix design and the calculation of the Marshal (Proctor)the Contractor is approved for placement of the asphalt.The Contractor shall contact the City Laboratory,through the inspector,at least 24 hours in advance of the asphalt placement to schedule a technician to assist in the monitoring of the number of passes by a roller to establish a rolling pattern that will provide the required densities.The required density for Type`B"and for Type"D"asphalt will be 91%of the calculated Marshal (Proctor).A Troxler Thin Layer Gauge will be used for all asphalt testing. After a rolling pattern is established,densities should be taken at locations not more than 300 feet apart.The above requirement apples to both Type`B"and"D"asphalt.Densities on Type`B"must be done before Type"D"asphalt is applied. Cores to determine thickness of Type`B"asphalt must be taken before Type"D"asphalt is applied. Upon completion of the application of Type"D"asphalt additional cores must be taken to determine the applied thickness. PAY ITEM No. 10(UNIT IIB)—6"CONCRETE PAVEMENT: 1) All applicable provisions of Standard Specifications Item No. 314"Concrete Pavement"shall apply. The Contractor shall use a six(6)sack concrete mix for all hand placement in the intersections.The unit price bid per square yard shall be full payment for all labor,material,equipment and incidentals necessary to complete the work. 2) Once an evaluation of the pavement is made to determine whether a crack is due to distress or minor shrinkage,the following policy will apply: (a) When the crack is minor and due to shrinkage(cosmetic),then nor further treatment will be needed. E_ SP(T&PW)Page 11 of 17 1 1 (b) If the crack is due to distress(structural),the failed pavement must be removed and replaced a minimum of five(5)feet.In no case should the remaining portion of the panel be less than 5 feet wide after repairing the failed panel. (c) Any crack within 12 inches of any joint must be removed and replaced a minimum of 5 feet to 1 prevent future spalling of the pavement. 3) All concrete pavement not placed by hand shall be placed using a fully automated paving machine as approved by the Construction Engineer.Screeds will not be allowed except if approved by the Construction Engineer. PAY ITEM No. 14— 1'x 2' CLASS IV REINFORCED CONCRETE BOX All provisions of Standard Specification Item No. 441 "Precast Reinforced Concrete Box Sections"shall E apply except as modified herein: Subsidiary to the unit price bid per linear foot shall be the following: I' A concrete cap shall be installed above the proposed F x 2' reinforced concrete box(RCB)on Grant Street in these plans.The concrete cap shall span the length of the entire RCB section and be as wide as the outside width of the RCB plus I foot either side of the RCB (See details in plans).The contractor shall not use stabilized base in the section where the concrete cap is being used.The concrete cap is to serve as the only layer between the actual RCB and the pavement for the roadway. All concrete used for this item shall be in accordance with Standard Specification No.406"Concrete for Structures." I PAY ITEM No. 19(UNIT IIA)—7"CURB & 18" GUTTER: All provisions of Standard Specification Item No. 502 `Concrete Curb&Gutter' shall apply except as !� modified herein: Subsidiary to the unit price bid per linear foot shall be the following: ja) A minimum of 5"or greater as required depth of flexbase material properly compacted under the ' proposed curb and gutter as shown in the construction details. i z b) Flexbase material to a depth of at least 8"and a width as required in the roadway adjacent to the proposed gutter where the existing pavement and subbase was removed to allow for the forms to be placed to pour the proposed curb and gutter. This is intended to replace the necessary material required for the pulverization process. c) If the Contractor fails to backfill either in front of the gutter or behind the curb within seven(7) calendar days of pouring the curb and gutter, the amount paid for the curb and gutter shall be reduced by 25%until the backfill operation is complete. PAY ITEM No. 19(UNIT IIB)—7"CONCRETE CURB: The Contractor may, at his option,construct either integral or superimposed curb.Standard Specification Item No.502 shall apply except as follows: Integral curb shall be constructed along the edge of the pavement as an integral part of the slab and of the same concrete as the slab.The concrete for the curb shall be deposited not more than thirty(30)minutes after the concrete in the slab. PAY ITEM No.23.—RELOCATE EXISTING CHAIN LINK FENCE AND/OR GATE: All provisions of Standard Specification Item No. 510"Chain Link Fence"shall apply to this item. All i fences shall be relocated in the same location or at a location denoted in the plans and be left in a condition equal to or better that in which it was found prior to construction.The price bid per linear foot for "RELOCATE EXISTING CHAIN LINK FENCE AND/OR GATE" as shown in the proposal will be full payment for all materials,labor,and incidentals necessary to complete the work. SP(T&PW)Page 12 of 17 f_ j i PAY ITEM No. 25 — PROPOSED 4" REINFORCED CONCRETE SIDEWALK WITH RETAINING WALL All provisions of Standard Specification Item No. 518"Retaining Walls" shall apply to this item except as follows: (a) This amount bid for this item includes both the 4" reinforced concrete sidewalk and the reinforced concrete retaining wall and shall be full compensation for all labor, tools, equipment,materials and incidentals necessary to complete the work. (b) All structural excavation and reinforcing steel used for this item shall be considered subsidiary to the pay item for "PROPOSED 4" REINFORCED CONCRETE SIDEWALK WITH RETAINING WALL." (c) The unit bid for this item will be by the linear foot of sidewalk and retaining wall as one unit. PAY ITEM No.26(UNIT IIB) -SILICONE JOINT SEALING FOR CONCRETE PAVEMENT: f CITY OF FORT WORTH,TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIFICATION for SILICONE JOINT SEALING (Revision 1,October 18, 1989) (Revision 2,May 12, 1994) 1. SCOPE This specification for silicone joint sealing Portland Cement Concrete pavement and curbs shall supersede Item 314.2. (11)"Joint Sealing Materials"of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION- CITY OF FORT WORTH, and Item 2.210"Joint Sealing"of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION-NORTH TEXAS COUNCIL OF GOVERNMENTS. 3. MATERIALS 3.1 The silicone joint sealant shall meet Federal Specification TT-S-001543A for Class A sealant except as modified by the test requirements of this specification. Before the installation of the joint sealant,the Contractor shall furnish the Engineer certification by an independent testing laboratory that the silicone joint sealant meet these requirements. 3.2 The manufacturer of the silicone joint sealant shall have a minimum two-year demonstrated,documented successful field performance with Portland Cement Concrete pavement silicone joint sealant systems. Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be accepted. The silicone sealant shall be cold applied. 3.3 Self-Leveling Silicone Joint Sealant The joint sealant shall be Dow Corning 890-SL self-leveling silicone joint sealant as manufactured by Dow Corning Corporation,Midland,MI 48686-0994,or an approved equal. Self-Leveling Silicone Joint Sealant SP(T&PW)Page 13 of 17 Test Method Test Requirement AS SUPPLIED '** Non Volatile Content, % min. 96 to 99 MIL-S-8802 Extrusion Rate, grams/minute 275 to 550 ASTM D 1475 Specific Gravity 1.206 to 1.340 *` Skin-Over Time, minutes max. 60 Cure Time, days 14 to 21 *' * Full Adhesion, days 14 to 21 AS CURED -AFTER 21 DAYS AT 25C ASTM D 412, Die C Mod. Elongation, % min. 1400 ASTM D 3583 Modulus @ 150% Elongation, psi max. 9 (Sect. 14 Mod.) ASTM C 719 Movement, 10 cycles @ +100/-50% No Failure ASTM D 3583 Adhesion to Concrete, % Elongation min. 600 (Sect. 14 Mod.) ASTM D 3583 Adhesion to Asphalt, % Elongation min. 600 (Sect. 14 Mod.) 3.4 The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. The back rod and breaker tape shall be installed in the saw-cut joint to prevent the joint sealant from flowing to the bottom of the joint. The backer rod and breaker tape shall be compatible with the silicone joint sealant and no bond or reaction shall occur between them. Reference is made to the"Construction Detail"sheet for the various joint details with their respective dimensions. 4. TIME OF APPLICATION On newly constructed Portland Cement Concrete pavement,the joints shall be initially saw cut to the required depth with the proper joint spacing as shown on the"Construction Detail'sheet or as directed by the Engineer within 12 hours of the pavement placement. (Note that for the"dummy"joints,the initial 1/4 inch width "green"saw-cut and the"reservoir"saw cut are identical and should be part of the same saw cutting operation. Immediately after the saw cutting pressure washing shall be applied to flush the concrete slurry from the freshly saw cut joints.) The pavement shall be allowed to cure for a minimum of seven (7)days. Then the saw cuts for the joint sealant reservoir shall be made,the joint cleaned,and the joint sealant installed. During the application of the joint sealant,the weather shall not be inclement and the temperature shall be 40F(4C) and rising. 5. EQUIPMENT 5.1 All necessary equipment shall be furnished by the Contractor. The Contractor shall keep his equipment in a satisfactory working condition and shall be inspected by the Engineer prior to the beginning of the work. The minimum requirements for construction equipment shall be as follows: I SP(T&PW)Page 14 of 17 5.2 Concrete Saw:The sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions. 5.3 High Pressure Water Pump:The high pressure cold water pumping system shall be capable of delivering a sufficient pressure and volume of water to thoroughly flush the concrete slurry from the saw-cut joint. 5.4 Air Compressors:The delivered compressed air shall have a pressure in excess of 90 psi and 120 cfm. There shall be suitable reaps for the removal of all free water and oil from the compressed air. The blow-tube shall fir into the saw-cut joint. 5.5 Extrusion Pump: The output shall be capable of supplying a sufficient volume of sealant to the joint. 5.6 Injection Tool:This mechanical device shall apply the sealant uniformly into the joint. 5.7 Sandblaster: The design shall be for commercial use with air compressors as specified in Paragraph 5.4. 5.8 Backer Rod Roller and Tooling Instrument:These devices shall be clean and free of contamination. They shall be compatible with the join depth and width requirements. 6. CONSTRUCTION METHODS 6.1 General:The joint reservoir saw cutting,cleaning,bond breaker installation,and joint sealant placement shall be performed in a continuous sequence of operations 6.2 Sawing Joints: The joints shall be saw-cut to the width and depth as shown on the"Construction Detail'sheet. The faces of the joints shall be uniform in width and depth along the full length of the joint. 6.3 Cleaning Joints:Immediately after sawing,the resulting concrete slurry shall be completely removed from the joint and adjacent area by flushing with high pressure water. The water flushing shall be done in one-direction to prevent joint contamination. When the Contractor elects to saw the joint by the dry method,flushing the joint with high pressure water may be deleted. The dust resulting from the sawing shall be removed from the joint by using compressed air. (Paragraph Rev. 1, October 18, 1989) After complete drying,the joints shall be sandblasted. The nozzle shall be attached to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of one to two inches from the face of the joint. Both joint faces shall be sandblasted in separate,one directional passes. Upon the termination of the sandblasting, the joints shall be blown-out using compressed air. The blow tube shall fit into the joints. The blown joint shall be checked for residual dust or other contamination. If any dust or contamination is found,the sandblasting and blowing shall be repeated until the joint is cleaned. Solvents will not be permitted to remove i SP(T&PW)Page 15 of 17 t stains and contamination. Immediately upon cleaning,the bond breaker and sealant shall be placed in the joint. Open,cleaned joints shall not be left unsealed overnight. Bond Breaker Rod and Tape:The bond breaker rod and tae shall be installed in ,; the cleaned joint prior to the application of the joint sealant in a manner that will produce the required dimensions. 6.4 Joint Sealant:Upon placement of the bond breaker rod and tape,the joint sealant shall be applied using the mechanical injection tool. The joint sealant application shall not be permitted when the air and pavement temperature is less than 40F(4C). Joints shall not be sealed unless they are clean and dry. Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement surface shall be removed and discarded and shall not be used to seal the joints. The pavement surface shall present a clean final condition. Traffic shall not be allowed on the fresh sealant until it becomes tack-free. Approval of Joints: A representative of the sealant manufacturer shall be present at the job site at the beginning of the final cleaning and sealing of the joints. He shall demonstrate to the Contractor and the Engineer the acceptable method for sealant installation. The manufacturer's representative shall approve the clean, dry joints before the sealing operation commences. 7. WARRANTY The Contractor shall provide the Engineer a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City. Also,the Contractor shall provide the Engineer a written warranty on all sealed joints. The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for one year after final acceptance of the completed work by the Engineer. 8. BASIS OF PAYMENT Payment will be made for Silicone Joint Sealant by the linear foot of Silicone Joint Sealant. The price bid per unit for this item will include furnishing all materials and for all preparation,delivery, and application of those sealing materials and for all labor,equipment,tools and incidentals necessary to complete the silicone joint sealing in conformity with the plans and these specifications. PAY ITEM No.27-6"PIPE SUBDRAIN: No specific location for this item is designated on the plans. Subdrain shall be installed only if field conditions indicate ground water at subgrade level after excavation and if deemed necessary by the Engineer. PAY ITEM No.28-ADJUST WATER VALVE BOX: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. Subsidiary to this item shall be the installation of a concrete collar per attached detail. The water valves themselves will be adjusted by City of Fort Worth Water Department forces. SP(T&PW)Page 16 of 17 I t i The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch. Work shall be completed and the street open to traffic within seven(7)calendar days of beginning work on the water valve box. If the Contractor fails to complete the work within seven(7)calendar days,a$100.00 per day liquidated damage will be assessed per water valve box per day. The unit price bid will be full payment for materials including all labor,equipment,tools and incidentals necessary to complete the work. PAY ITEM NO 29-MANHOLE ADJUSTMENT: This item shall include adjusting the tops of existing and/or proposed manholes to match proposed grade as shown on the plans or as directed by the Engineer. Subsidiary to this item will be the installation of a concrete collar per Water Department GCD Figure 121. Standard Specification Item No.450 shall apply except as follows: Included as part of this pay item shall be the application of a cold-applied preformed flexible butyl rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole sections as per current City Water Department Special Conditions. The concrete shall be designed to achieve a minimum compressive strength of 3,000 pounds per square inch. Work shall be completed and the street open to traffic within seven(7)calendar days of beginning work on the manhole. If the Contractor fails to complete the work within seven(7)calendar days,a $100.00 per day liquidated damage will be assessed per manhole per day. PAY ITEM No. 30-ADJUST WATER METER BOX: This item shall include raising or lowering an existing meter box to the parkway grade specified. No payment will be made for existing boxes which are within 0.1'of specified parkway grade. The unit price bid will be full payment for materials including all labor,equipment,tools and incidentals necessary to complete the work. 3 SP(T&PW)Page 17 of 17 DETAILS (T&PW) i I j GUMMY IOINT IN RAMP OPTIONAL PROVIDE EXPANSION JOINT ONLY IN II' - 0" DRIVEWAY ONLY. IF CONNECTING TO EXISTING CONCRETE DRIVE. EXISTING CURB 8 GUTTER,IF ANY,, MUST BE SAWED AS DIRECT- REINFORCE 6"DRIVE st 3 BARS EO BY THE ENGINEER. AT 16" O.C,B.W. A REINFORCE 4"WALK * 3 BARS R.O.W.LINE - AT 18' O.C.S.W. REFERENCE W- 0 FOR 151 GLE WY. i I 18 -O FOR �0 BLE OWY. ',STANDARD SIDEWALK 10'-0 MIN. i )'NQXYA4Q. PO 17 -O"MIN. 1 WYEAQP STANDARD 1 �<P CURB 8 GUTTER I :2 OR MATCH AS DIRECTED EXP."JOINT 20-0 MIN.SINGLE DWY. EXP. JOINT EXCEPT EXCEPT SLIP-FORME0 27 -0 MIN.DOUBLE OWY. SLIP-FORMED HALF LENGTH PAID AS A ATTACHED CURB (CONC. `SIDEWALK SLOPE 1/4PER PLAN VIEW PAVEMENT ONLY.) tt FOOT TO FACE OF-CURB 0.9 AS SEE STANDARD CURB 1 DIRECTED BY ENGINEER. aGUTTER SECTION. PARKWAY 'WIDTH ' 8 (SEE TABLE) 18" 4 SIDEWALK 1.3 STANDARD 2" DRIVEWAY AND CURB LAY005dN a GUTTER PAY LIMIT--_ CURB Li 2"SANO CUSHION T •� OR APPROVED 'SUBGRAOE. SECTION A-A �R.O.W.LINE STABILIZED.- PKWY. WIDTH A 8 OWY. PAY LIMIT ) SUBGRADE W/CONCRETE PAVEMENT 10' 1 9' 11' TO 14' 2To5' 9 SIDEWALK SECTION THRU DRIVEWAY-TO BE POURED SAME THICKNESS AS DRIVEWAY 15'T019' 3107' 12'. APPROACH B PAID FOR AS ORIVEWAY 5to7 APPROACH. EXISTING SIDEWALK, IFANY, 20 TO 22 l5 TO BE REMOVED AND REPLACED. R£Y t S E D 9/2�/67 J.A?IJ1MRld. DRIVEWAY APPROACH G REVISEO AUG., 79-O.J.S./W.R.M. CITY of FORT WORTH TEXAS - CONSTRUCTION STANOARO REVISED FE8.," 81 -O.J.S./W.R.M. REVISED MAY, 83-E.F.WJW.R.M. ORAWING N0, S- S S DATE : MAY, 1983 361 Addendum 3 NOTE: Guffer to be shaped to conform with concrete valley (or pavement) Expansion Joints Expansion << Joints CP .:. G o E � I } Intersecting f Valley E 't t ) "or as directed by the engineer I No. 3 18"OCBI✓ 4 min. or equal to J: :�. •• .. •,: .�..••_. �;.'-�: djacent pavement depth. 8'-0 Residential Streets The 7" reinforced concrete valley shall replace the top 7" of the pavement with the remaining portion of pavement to be constructed including sub-grade treatment, in accordance with t7te ' typical paving section. The concrete valley will be governed according to city standards for concrete curb 8 gutter. The concrete shall be of washed and screened aggregate with a min. of five (5) sacks of cement per cubic yard of concrete in place with a min. flexural strength of 550 pounds per square inch at seven days with center loading. r Not to Scale - TRANSITION SECTION r For Valleys Crossing Major Streeh I DISTANCE FROM CROWN OF DIP NOTE This is some Drawing as C-1066-R 0' 0.000' REVISED 7- 84 EFW/WRM s' 0.041' REVISED 9/28/87 J.A.N./W.R.M. i 20' 0.208' CONCRETE VALLEY 30' 0.333' 40' 0.438' CITY of FORT WORTH,TEXAS-CONSTRUCTION STANDARD 60' 0300 __ nRAWING Na S-S 6 OATS; DEC. 1969 • .. .L 1Y y, •z • .p. r s•�, Stl rr 1A t J- V r1 •O f a V '� } ; S = z f = V V 0 0~ a f 4 O O O< O . O V Y 2 s J 2 Kbe bd • /y •i ] w Ad �,., .. ur o 1 W Id z z s-jr A O r r a• • i s t r • w n' l 17r Ol>A� lx]! 1 o�-z 2 z •• a a ovi y+ i t11Tt /.VS Y]1Ins < _ O r ' r„ J rY Y _.Y'R MT •p u =s• j OMY •i1nJ Oli Q' di 6.1 • r . O QL T� — • • r t � ' r a r t t r ,C m . Oa b. -tire I rNka ►• r } =Y r Y u 1.0 Q a u Uj •zo rz ! ? � O; �� �]1 X31 •� •� f r a i P. x IC 16 a< - • r f O • u aOt rr = • O r �� ♦ � < .4 J x ' \• • w> > r � � r n LU < u v = r z U n .n♦ u Z Y<� V) Q1 'L O , 11.E a ti u i VI `W L)LLJ N Ld ^� V .W w 3 a W N O rn -Jw Z D a - . ao Q Q z 2 F d O i 2 U o 0a J � Z .. h Q-? O h .Q OzZ, aiz tV p.O ui p W } Y � � • u L '• � ' J \ • •Y 7 Z < Z ^Y z 'e ro J t .� l y• . Q u I F= 1 CL s� N 1L w c o os ti c� b<r Q jSWV4 11. U u ` �o U ; Y d1 t i-.-_.- n r 3 C> ♦ �� ,I 9 Lr sY W)• to • # ��' U �71 AxNI ►- ^ n 7prJ 30rtl()O W cr a r z Q W Q W U Z U �.. Llcr U ; Im Q met• � � Z W a �.,� �• rn U X m w ------------ CD LLI o Li . U a a•o cn ,.0—,1 + ( 3dld 308V'l ) 'To a CL W J \ OQ • a �" \ • •� W W Q t ID �I i• ,_ • Qcr O m i G rL MANHOLE FR-AME 24-114 a COVER SHOWN, _ �s (NEENAH R-1688 OR EQUAL 280LBS.) N FOR INLET, COVER MAY SE 20"(NEENAH G R-1737 OR EQUAL,.185 :r Les). PLAN of FRAME 23-3/4 3/4" 1f8., 24 Nroll - - - - � - 4-3/4., 22 - 1/2" 4-3/4„ 32" SECTION C 24" 1/4 1' ca 4 _—� 12 e 6-1/2 NO/ to scoie - SECTION — B 1/4 Corrugation O TOP COVER BOTTOM _ C Cost STANDARD CAST IRON FRAME & COVER - REVISED 10/1/87 J.A.N./W.R.M. CITY of FORT WORTH,TEXAS-CONSTRUCTION STANDARD REVISED 7-84 EFW/WRM DRAWING NO. S — SD 17 DATE - DEC. 1969 I � wr v d 2 — 3 Q IL O .3 WCD N (; F ►- a - as O a w r - a. O v UA m ?- o < a 3 h s d -. W f.. d LLI n � { W W U ¢ WLi y cc O ' r W 0= u c W H W n J = S z ti p 0 4 ^ O p 7 o r 9 � d 3 - . u u r r o C 2 - 34ob dddcndua 3 i G � ri�o�t !eats Stringers I - I / Sheat.PlJings (UPrighcs) . 5po i Gro, 4 Ve�5tt;1o9er� / Graces k INOTE:.4nyLtarrr Qt,�1n in siring°r>ys�cc y °l rrembcrs foam those/ist'ed Ce!°,�mc.-s; ba designed¢rssubmitlad by¢Regfs/e,-d Professional &71n—r. kC.T'el b�llp `1�Qbi .4L]4� f�I' !ems spa a i a.a to to s ,z TRENCH SHORING , SHEETING , AND BRACING METHOD FIGURE Z I �. Adddadum 2 3.4_ _ �• 7 C— --s 1 elite' T7 P^r_al ELCC-AC CC»V S AO. (3 WIRE) '. MU).. TMCaI 7/0 CAI= ARMS(t WIREI - - - ROw t :cc 40*E q —— — - - YIN. - CI ♦ C 1 A I �• ♦ ♦ 4 - - - -.0 4 � 3 1. CI c 0 o a 3:1 SIOPC V t .! .4 C. ` SIMW-LX t.00?TAN TTPICAt. 4. yy�a tai �+ .0. Ll - CI. q _ ACCCMO*4 TO(XW)MQi3 . SZ• ♦ - \ O ON CNAWV<UZ S-S3 - - � O c h 4 a kz Y Ci NCTf I R = W'a%) .ol. Raadvor - Foca of Curb /a rocr a/ Card Gat 8 Te/epAope L_Ines OCCUPJ' Some posrlion an OPPasrle Side1 a/" S/reel — to be 'S•'0/! - a.Ren Pal,traay is" Greo/er 'TAan /O - J. All btmenslans are .Re/,went*-f /o Fa ea of Cu/,j and Center .Line of Uh14lr Casement • < 'Sever SI/nCes .Vinrmvm 4• Otep at Curb - AAPresv 6 Adopod pr Caard,n I,, • Commillee 7/1a/13 I I Allw"d.' 0/2//13 t Rei sed /or Underground I Cables 8 Approved br - Coard"natmg Commiltee , J' ✓wr 16, 1965 Nat to Scot. OI REYISEO• 9/Il;87 J.A.N/W.R.M. ,c ea0 + NOTE' rAls /s Some Oravrny os C-/143 - _ c Loco�ion Of U/ilili�s in Typical Section m a t. h CITY of FORT WORTH, TEXAS—CONSTRUCTION STANOARO _10 UTIL I T Y ESMT OR AWING v0 S_M I DATE DEC. 1969 3.4 4 ` I " t=T_ 47 516.3••slde�cl# .r---C••W.de Curdre,- eer4 w s - - Foca a/Rrrrrr - M c .�: 6..Widt CuID - _.�..Esp anrran J m1 - } r PL Ail VIE /-.I to 7 14 t; 6 Wide Curd, 8014 slots T/aad __ !2 Expansion. Jan! - - - - sld.3 rdrrralX Leodrrt" �_�y".;• "- _ I r"sond Cusnron— 4 p - v8"a Bars G)/a•.cc, born wars 4 ---------- - _ ZS vOTE" Mumder of Raerr pars /0 Imo..Erpanrran Jan/ , - Mea/ Candrhenr on Ground slope Tread %Beer fG SECTION VIEW N0! !--•-BSc°% CONCRFTF STEPS CITY of FORT WORTN,TEXAS—CONSTRUCTION STANOARO DRAWING No, S — m 3 GATE: OEC 1969 3-46 I o _ o cz 1\ t LLJ _ w r cr CL .J n Z O JJ o \1 W ,�'•� L-._i N . p...NO L X WLLI OW¢ Y- w cr- ¢ .c 2 F- . �. W N m m2W o u 3 3 ;i z C O _ _ N O ' r H CLIN¢6.. ' H - - w N W 2 cr - tiwl 111:1 W� C) O o' F 7 z -� I 2¢W ti z LL LL E- s F C3 m \ Di Nowa U W (X a a ~i-OmLLJ ��- a a y L La4 in w z` �\ � W a <CL � T--W �. a 4.a: ol r (fX31 ) r u i , w ¢ 'n r 0 LU uU QIJ r c I am }- _ - 20 O - . �..m ¢ Ld w (f)W¢ w ( W¢ g` rw c ( r w OY- O U z. ¢ ¢ J c 4cm Io f U < Z) h N h v a \J T i r:. . . I SAw CUT EXCAVATION rYP. SQUAR E WITH STREET z.. PLAN � . CLASS A (5-(5 SAW .DEPTH 1.5°kilN. CONCRETE c IZ ,. �.• 8 PAIN. TYP. 4 Nat to scall i-_._.. i I I NOTE : WATER VALVE SECTION i..:.- NOT SHOWN BUT COLLAR IS SAME. MANHOLE a WATER VALVE COLLAR CITY OF FORT WOR TH ,TEXAS-CONSTRUCTION STA?gDARO{ { DRAWING N0. S-S13 DATE 9 / 87 3680 Addendum 3 ce. w Z a O g UN o w w w�� "o�w S4 H i o jay o 9�osla- W �W 3i W w€ W = a go� FW. < UWm RFs =om co oa - t/1 W❑ F o a f <o io - r wn vtSU z F � x Z ~tSws � <xd ❑ i o owH� 35yy �2"2 w� zi FO ig '$ mom i �o> U) - 1 y�2 Q N L }y K - G. - (L z �o so ¢'m< V < " g jd< � F 3 o � �" sgm o 0Q1 t Nzz w LL Wdi I Z O p _ O O. 2 F- ~ w < 0 < Z W 1' U O U W X F- z O z .r m m .� .► U y N N w .r w o am c as w WN¢ �f. WLU 1 W i°5 x W Trt 3 0- (LCL t F W Z !'Z W O =... ~ F—c�i o� w T <<� d <z� y _ < Q, w <<rc > _ dOZ �- < W KO 6 W KO = f-Z ¢ a W ST OZ ¢QQ m ZO JWaUI=V-�W � EVUF. Zp KY - O� 1 4��Z LLLLLL ooCmu� Y w owmw <" o J a�w< S as Y vO-1U ZZ<I2 wa'sa "'1 LLz-O<, <~Kaw j 1 3�k<o< vJwz .yX O Q W<0 `Q K W O V W U" / W<O 6 NX 4'~ ¢R'W W Vm >. S K<O 3V m.< F O W O Oi =tu F" _ O Gl � ���� z S2 wQ U) I��IYVUr W l y o U).O Q kE IIi51;V Z ! I .I 71� - Io^ g = LU mw - 1 vllliI u. WJ - r < Jf,Y OIS 5 Z ~ m a w j �S�jJJ wJ OW OJ < wrox O N 7 2 Q U N 1 ❑ W C € W J { Q U y K h OLL�LLQ' 00. LL=U - € OOm N- q E- O=y 2-O wy y R'O L >OY 2 O - Z• Q 7...w 0. <~~ x 2 Z Y 6 dw LL Ow Ow < K O ZQ133 1 Mlu wu .. F W w IVLLN3 13U w=J > wa <a < Z 133Ei1S w -IYUN3GIS311 .j 3 O z O ¢ w< z<H < WQ >'Zw H� w ZQa >m W 60<O V N << JW J ww F z. W WW mom? a i 20 ?O u ❑ >LL Z W C7 ¢ m U y Z Q Zz W O < w F L - 2 z F i 3 � U N d a N Q Z ZQ a 3 < z �w 1- OZ 133N1S < W 2 K w a¢ H~ 133ki1.S H m UU .a W y W Zd mW wu311N Zy - K W W L O J 11 W. W < (m J Q r << Qa N� g KW R J QLu Z FL Z U 0� ~ QO ON i�q• SILICONE -JOINT SEALANT Tl 1 Ad >r— SAWED JOINT FACE _Nv ., w 3/a DIA. CLOSED CELL EXPANDED a POLYETHYLENE FOAM BACKER ROD Z N •' ir .' FIRST POUR • SECOND POUR 'COLD'JOINT CONSTRUCTION JOINT DETAIL NO. 2 f SEAL FOR LONGITUDINAL AND TRANSVERSE CONSTRUGTlON BUTT JOINT 1� N.T.S. ,.. SILICONE JOINT -SEALANT C JOINT DEPTH EMENT JOINT 16EPTH E SICKNESS ( T/4 ) •'`• SAWED JOINT FACE T=5' T-6' 1%2' tom- /a DIA. CLOSED CELL EXPANDED _ 1 ' ; POLYETHYLENE FOAM BACKER ROD T=7' Yq T=8' 2' JOINT DETAIL NO. 3 j SEAL FOR SAWED DUMMY JOINT � N.T.S. I = SILICONE JOINT SEALANT 3',` j M 1 N it i POLYETHYLENE BOND ~ BREAKER TAPE #6 SMOOTH _:•� �;.; REDWOOD EXPANSION I ., • JOINT FILLER L .f DOWEL SUPPORT BASKET JOINT DETAIL NO. 1 ! -SEAL FOR EXPANSION JOINT i N.T.S. I' SUPPLEMENT TO T&PW FIGURE 1: WHEN EXISTING CONCRETE IS CUT, SUCH CUTS SHALL BE MADE WITH A CONCRETE SAW. ! ALL SAWING SHALL BE SUBSIDIARY TO THE UNIT COST OF THE ITEM FOR WHICH SAWING I is Drnrifmrn -rnti c7 wnc , -? s, -� nF THF T&PSI PAVING DETAILS SHALL BE ROAD :. WORK END AHD ROAD WORK -.: . O� Q e ww t -- 1 RIGHT LAN O' CLOSED• O AHEAD x _ d tGHT IANC CLOSED _. _.. __ _ •. - .. _ -¢-• - AHEAD - ROAD X -- ' - .. - -- ROAD _ WORK. AHEAD zy- - -This plan Is submitted for TCP.-t -E- ftify.this•• lan will be used_for_the_fo(lowtng locataon CD E _. -- - - ;---- --__ :� - hannelizing devices will conform t0. General Notes"-as shown on the bac4c___ and-that all c _...- Si -nature: ❑ g :. -. STREET ICAGTN�.WAY: "GENERAL NOTES„ - I. All channelizing devices shall be in accordance with the current edition of the TexaS.Manual }I -an Uniform Traffic Control Devices. 2. All Traffic Control Devices shall have working visible warning lights as required in : R� accordance with the current edition of TivIUTCD. 3. For Temporary Situations, when it is not feasible to remove and restore pavement markings; channelization must be made dominant by using a very close device spacing_ This is especially important in locations of conflicting information, such as where traffic is directed over a double yellow centerline. In such locations, channelizing device spacing 01..- 1 0 f.- 10 feet is required. 4. For Long Term Stationary work, all conflicting pavement markings must be removed and centerline striping provided where two way traffic is in adjacent lanes. 5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass - - whereverpedestrian movements are affected by construction activities. All sidewalksand ' ractor is not crosswalks shall be accessible when contunless otherwise approved by ' the City Traffic Engineer. 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready , - for use, if his operation requires 24-hour a day closure set-ups and if required. . 7. -City Traffic Engineer and/or Inspectors may require.additional traffic controCdevices. TYPICAL TRANSITION LENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet S ing S acin Feet Posted 10 11' 12' On a Taper On a Tangent X. { Speed Formula' Lane Lane Lane (Feet) (Feet) Dimension { -'' MPH Offset Offset Offset 30 150 165 180 . 30 60-75 120n 35 L=WS2 205 225 ) 245 35 70-90 160 60 40 265 295 320 40 80-100 _; 240 450 495 540 - 45 = - 90-110 - 45 - - 50 L=WS 500 "550 ' 600 50 100-125 .400 ;- _ .. 'L=Taper length in feet W=Width of offset in feet. - _ S=Posted speed..___-_.._� Mote: Buffer Zone will be•25 feet (maximum). LEGEND • =a a channelizing]devices rd�I -- artntr _sp Fla99er ==-:-_— --- --f -----_ -_- _. .. :, : . 3 "GENERAL NOTES" 1. All channelizing devices shall be in accordance with the current edition of the Texas ivlanual i on Uniform Traffic Control Devices. t ` 2. All Traffic Control Devices shall have working visible warning lights as required in - accordance with the current edition of T�IUI CD. - -3. For Temporary Situations, when it is not feasible to remove and restore pavement t be made dominant by using a very close device spacing. markings, channelization musThis is is especially important in locations of conflicting information, such as where traffic is .A directed over a double yellow centerline. In such locations, channelizing device spacing of 0 feet is required. - ork, all conflicting pavement markir gsmust be removed.and 4. For Long Term Stationary w -centerline striping provided where two way traffic is in adjacent lanes. . .5. Contractor shall provide sidewalk closure, crosswalk closure and/or walkway bypass ents are affected by-construction�activities, All sidewalks and wherever pedestrian movem tractor is not working unless otherwise approved by crosswalks shall be accessible when con the City Traffic Engineer.' 6. The use of trailer mounted ARROW DISPLAYS may be required on all lane closures. The contractor shall provide one (1) stand-by unit in good working condition at the job site, ready for use, if his operation requires 24-hour a day closure set-ups and if required. ^ -- - 7. City Traffic Engineer and/or Inspectors may require additional traffic control'devices. TYPICAL TRANSITION LENGTHS AND �{ SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign Len the L Feet S acin Soacin4 Feet 10' 11' 12' On a Taper On a-Tangent . Posted _ X. Speed Formula' Lane Lane* Lane (Feet) (Feet) Dimension MPH Offset Offset Offset 120 30 150 165 180 30 60-75 35 L= 265 205 225 245 35 70-90 160 40 265 60 295 320 ` 40 80-100 _..240 ' -•-- -- - --320 -- 540 4S 90-110 --- - . 45 450 495 - 50 L=WS 500 550 600 50 100-125 400 *L=Taper length in feet W=Width of offset in'feet S=Posted speed =—=-- --- -- - ..Note: Buffer Zone will be 25 feet (maximum). = LEGEND _l ChannetWng.devices `= Trailer mounted ••.: - - - - ----- — ,_ ' avow display �:- _ - - - _ u - - 71, • ^pit T -_:N C=:> -' ml a • z •`a.o Z X { Q lu - Cl.. .. a -- -- -- CP:`L certify this plan will be used for the following location(s�. .- . This plan is submitted for T _ _ - _ - r o ,.- arid that all charinelizirig devices:will tonform.to "General Notes': as shown on the bac . `l'LLI Signature: - y "GENERAL NOTES" ,` j devices shall be in accordance with the current edition of the-Texas Manua! raffic Control-Devices. k_ r of Devices shall have working visible warning lights as required in vith the current edition of TMUTCD. {Situ when it is not feasible to remove and restore pavement annelization must be made dominant by using a very close device spacing. - {-Ily important in locations of conflicting information, such as where traffic is double yellow centerline. In such locations,-channelizing device spacing-of quired: n Stationary work, all conflicting pavement markings must be removed and ping provided where two way traffic is in adjacent lanes. i • j ,II provide sidewalk closure, crosswalk closure and/or walkway bypass 6estrian movements are affected by construction activities. All sidewalks and Shall be accessible when contractor is not-working unless otherwise approved by Engineer. railer mounted ARROW DISPLAYS may be required on all lane closures. The .Il provide one (1) stand-by unit in good working condition at the job site, ready )peration requires 24-hour a day closure set-ups and'if required: gineer and/or Inspectors may require additional fraffc control devices. - TYPICAL TRANS ITIONLENGTHS AND SUGGESTED MAXIMUM SPACING OF DEVICES Minimum Desirable Taper Suggested Maximum Device Suggested Sign I Len the L Feet Spa inSpacing (Feet) 10' 11' 12' On a Taper On a Tangent X. 3' Lane Lane Lane (Feet) (Feet) Dimension ' Offset Offset Offset 150 165 180 I 30 60-75 120_ _ t 205 225 245 35 70-90 160 f 30 __f6_5 295 320 40 80-100 240 ' I 450 495 - 540 45 90-110 320 l iS 500 550 600 50 100-125 400 n feet W=Width of offset in feet S=Posted speed 4 ,a will be 25 feet (maximum). LEGEND — 00 ChannelWng devices - Trailer mounted arrow display Flagger — DrIw c� co J F-- z) cQQ' � m e^ W i ~ w J U LL g IVA U) LLI 41t y - -F---- - � zl'2I, S o o? Co1— tU i LIJ 0 r� t r � / �Q Ld m t F li d t ' ® a W :! !n 3 � F•°t'iy CO ~ co L J 013 F h � C) Q � L O .� O }. _ L w , F 4 C C. ui 6p _ t _ „Z I �Ir Z zf 9 01 Z �}iZ�ytZ i.b/t GENERAL CONSTRUCTION NOTES WATER GENERAL NOTES 1. Water systems have been designed in accordance with the "Policy and Procedure for Processing Water and Sewer Design" dated April 1999, with the latest revisions as established by the City of Fort Worth Water Department for Water and Sewer projects. 2. Applicable design and details shall conform to part E of the General Contract Documents and Specifications for Water Department projects and/or any current updates of these. 3. Existing utility data is provided for information only. Although this data is shown as . accurately as possible, the contractor is cautioned that the developer and the engineer neither assumes nor implies and responsibility for the accuracy of this data. 4. The contractor is to verify location and elevation of existing utilities prior to construction. 5. Developer's surveyor is responsible for all construction surveying to complete this project. 6. Horizontal blocking for water lines has been omitted for clarity. However blocking shall be constructed in accordance with figure 9, section E1-20 and E2-20 of the "General Contract Documents and Specifications for Water Department Projects. 7. Trenches which lay outside existing or future pavements.shall be back filled above the top of the embedment with type "C" back fill materials. When Type "C" back fill material is not suitable and at the direction of the engineer Type "B" material shall be used. All Back Fill material shall be compacted to a minimum of 90%oof the maximum dry density by means of tamping only. Trenches that cross under existing or future pavement shall be back filled and compacted to a minimum of 95%of the maximum dry density with a moisture content—2 and +4%of optimum moisture content. 8. Top of Water Lines shall be a minimum of 3' — 6" below top of curb except where shown otherwise in these plans. 9. Normal location of water mains shall be in the ROW 5' from the north or east property line,unless otherwise shown. 10. Fire hydrants shall be a minimum of 3' behind the face of the curb unless otherwise directed by the City of Fort Worth. Fire hydrants shall be located at property/lot line. Fire hydrants and valves as shown on these plans are symbolic only. 11. Insert poly pig in water main where directed. Poly pig is to be furnished by the contractor. 12. Corporation stops shall be tested for full flow when the system is pressure tested. Water Gen. Notes Page 1 of 2 E 13. Contractor shall comply with Texas House Bill 1569, September 1, 1989, to maintain a viable trench safety system at all times. 14. All new water mains shall be fully purged. Do not test against existing valves when connecting to existing mains. 15. Install a chlorination and sampling point at designated locations per Figure 27 of the "General Contract Documents and Specifications for Water Department Projects". 16. All 6", 8", 10") & 12"water mains shall be PVC AWWA C900,DR-14. All water mains using poly-wrapped ductile iron pipe shall be Clads 51. 16 inch and larger mains shall be steel, concrete,or ductile iron,Glass 51. 17. Fittinj shall be ductile iron and mechanical joint type, with "Cor-Blue" bolts and shall be .' 250. 18. When constructed, all water mains shall be swabbed with Knop Poly Pig Bore Swab or approved equal. 19. All water mains shall be plugged with a cast iron plug (or equal) at the end of each workday: 20. If livestock are present during construction, Contractor shall coordinate with developer and owner representatives to provide temporary fencing during construction to protect livestock from injury. 21. Contractor is required to secure street cut permit, issued by the City of Fort Worth Transportation and Public Works Department, prior to open cutting or boring. Failure to acquire proper permit&permission may result in a fine of$500/day to the contractor performing the work. 22. When existing grades are lower than proposed mains, the fill area over the pipe shall be filled and compacted to a minimum of 95% of the maximum dry density to the proposed finished grade prior to installing any main. 23. Deflect water mains at joints to clear curb inlets. 24. The normal location of water service lines shall be in the parkway in front of the property and 2' to either side of the common property line. 25. Unless otherwise noted,gate valves shall be installed to line up with property corners. 26. Unless otherwise noted, water meter boxes shall be located at a point 3 feet behind.the face of the adjacent or proposed face of curb. Water Gen. Notes Page 2 of 2 SANITARY SEWER GENERAL NOTES 1. Sanitary systems have been designed in accordance with the "Policy and Procedure for Processing Water and Sewer Design dated April 1999, with the latest revisions as , established by the City of Fort Worth Water Department for Water and Sewer projects. 2. Applicable design and details shall conform to part E of the General Contract Documents and Specifications for Water Department projects and/or any current updates of these. 3. Existing utility data is provided for information only. Although this data is shown as accurately as possible, the contractor is cautioned that the developer and the engineer neither assumes nor implies any responsibility for the accuracy of this data. 4. The contractor is to verify location and elevation of existing utilities prior to construction. 5. Developer's surveyor is responsible for all construction surveying to complete this project. 6. Trenches which lay outside existing or future pavements shall be back filled above the top of the embedment with type "C" back fill materials. When Type "C" back fill material is not suitable and at the direction of the engineer Type "B" material shall be used. All Back Fill material shall be compacted to a minimum of 90% of the maximum dry density by means of tamping only. Trenches that cross under existing or future pavement shall be back filled and compacted to a minimum of 95% of the maximum dry density with a moisture content between-2%and+4% of optimum moisture content. 7. .Top of Sanitary sewer pipe shall be a minimum of 4' - 0' below top of curb except i where shown otherwise in these plans. 8. Typical location of sanitary sewer main shall be a south or west unless otherwise shown. 9. All flexible sanitary sewer mains shall be tested with standard 5% deflection mandrel. 10. Air testing shall be conducted back to nearest manhole on existing main. 11. Rim elevations of the proposed sanitary sewer manholes in proposed streets are shown as final finished grades. They shall be constructed to 15" below final finished grade by utility contractor and adjusted by paving contractor in accordance with Figure 104 of the "General Contract Documents and Specifications for Water Department Projects". 12. All manholes not in concrete pavement shall have concrete collars. 13. All manholes shall have watertight inserts. j San Sewer Gen. Notes Page 1 of 2 14. Contractor shall comply with Texas House Bill 1569, effective September 1, 1989, to maintain a viable trench safety system at all times. 15. All sanitary sewer mains shall be capped with an appropriate cap at the end of each workday. 16. If livestock are present during construction, Contractor shall coordinate with developer and owner representatives to provide temporary fencing during construction to protect livestock from injury. 17. Contractor is required to secure street cut permit, issued by the City of Fort Worth Transportation and Public Works Department, prior to open cutting or boring. Failure to acquire proper permit&permission may result in a fine of$500/day to the contractor reforming the work. 18. When existing grades are lower that proposed mains, the fill area over the pipe shall be filled and compacted to a minimum of 95% of the maximum dry density to the proposed finished grade prior to installing any main. 19 An asteisk ndtcates sewn sexvzees, nc�h�crQss water mans and shall be constructed �gf,SDR 2G ptpe. 20. At locations in profile where a;'clay dam is shown, the pipe is to be backfilled with clay material totally encasing it to minimum of 2'above top of pipe. San Sewer Gen. Notes Page 2 of 2 T.&P.W. GENERAL CONSTRUCTION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER AND SEWER CONNECTIONS IN WORKING ORDER AT ALL TIMES. IN NO CASE SHALL SERVICES BE ALLOWED TO REMAIN OUT OF SERVICE OVERNIGHT. 2. CONTRACTOR SHALL BECOME FAMILIAR WITH THE TERMS AND CONDITIONS SET FOURTH IN TEMPORARY CONSTRUCTION EASEMENTS. INGRESS AND EGRESS IS ALLOWED ON PRIVATE PROPERTY IN ORDER TO ACCESS TEMPORARY CONSTRUCTION EASEMENTS. IN THE AREAS WHERE NO CONSTRUCTION EASEMENTS ARE AVAILABLE, CONTRACTOR SHALL LIMIT ACTIVITIES TO WITHIN THE EXISTING UTILITY EASEMENT. 3. CONTRACTOR SHALL VERIFY THE ELEVATION, CONFIGURATION AND LOCATION OF EXISTING LINES PRIOR TO CONSTRUCTION. SUCH VERIFICATION SHALL BE CONSIDERED SUBSIDIARY TO THE COST OF THE PROJECT AND NOT ADDITIONAL COMPENSATION WILL BE ALLOWED. 4. THE CONTRACTOR SHALL REMOVE FROM THE PROJECT AREA ALL SURPLUS MATERIAL. THIS SHALL BE INCIDENTAL AND NOT A SEPARATE PAY ITEM. SURPLUS MATERIALS FROM EXCAVATION INCLUDING DIRT, CONCRETE, TRASH, ETC., SHALL BE PROPERLY DISPOSED OF AT A SITE APPROVED BY THE CITY INSPECTOR. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT OR REMOVE AND REPLACE (WITH PRIOR APPROVAL OF AFFECTED PROPERTY OWNER) ANY TREES, SHRUBS, HEDGES, LANDSCAPING ETC., IN OR NEAR PROPOSED CONSTRUCTION AREA. THIS WORK SHALL BE CONSIDERED INCIDENTAL AND NOT A SEPARATE PAY ITEM. 6. ALL GRASS AREAS DAMAGED BY CONSTRUCTION SHALL RECEIVE 4" OF TOPSOIL AND SOLID SODDING. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING TOPSOIL WHENEVER POSSIBLE. 7. THE CONTRACTOR SHALL REMOVE ALL FENCES INTERFERING WITH CONSTRUCTION OPERATION WITHIN ROE AND/OR EASEMENTS REMOVED FENCES SHALL BE REPLACED WITH NEW FENCE OR UNDAMAGED ORIGINAL FENCING WITH PRIOR APPROVAL OF PROPERTY OWNER 8. THE CONTRACTOR SHALL MAKE NECESSARY PROVISION FOR THE SUPPORT AND PROTECTION OF ALL UTILITY POLES, GAS MAINS, TELEPHONE CABLES, SANITARY SEWER LINES, ELECTRIC CABLES, T&PW GEN NOTES PAGE 1 OF 3 DRAINAGE PIPES, UTILITY SERVICES, AND ALL OTHER UTILITIES, AND THE STRUCTURES BOTH ABOVE AND BELOW GROUND DURING CONSTRUCTION. THE CONTRACTOR IS LIABLE FOR ALL DAMAGES DONE TO SUCH EXISTING FACILITIES AS A RESULT OF THE CONTRACTOR'S OPERATIONS. 9. CONTRACTOR SHALL SUBMIT WRITTEN REQUEST TO THE ENGINEER FOR APPROVAL OF ALL AREAS TO BE USED FOR STAGING, MOBILIZATION, EQUIPMENT AND MATERIAL STORAGE AND GENERAL PROJECT CONSTRUCTION MANAGEMENT. REQUEST SHALL BE SUBMITTED TO THE ENGINEER WITHIN FIVE (5) DAYS OF NOTICE TO PROCEED. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GENERAL SAFETY AT AND ADJACENT OF THE PROJECT AREA, INCLUDING THE PERSONAL SAFETY OF THE CONSTRUCTION CREW AND GENERAL PUBLIC AND THE SAFETY OF PUBLIC AND PRIVATE PROPERTY. 11. ALL BARRICADES, WARNING SIGNS, LIGHT DEVICES, ETC., FOR THE GUIDANCE AND PROTECTION OF TRAFFIC AND PEDESTRIANS MUST CONFORM THE INSTALLATION SHOWN ON THE 1980 TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AS CURRENTLY AMENDED, BY THE TEXAS STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION. 12. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION 13. TWO-WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES. ONE LANE OF TRAFFIC AROUND CONSTRUCTION OPERATIONS IN PROGRESS WITH ADEQUATE SAFEGUARDS WILL BE ACCEPTABLE, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 14. CONTRACT SHALL HAVE UTILITY COMPANIES LOCATE AND MARK ALL UNDERGROUND FACILITIES BEFORE BEGINNING EXCAVATION. 15. THE CONTRACTOR SHALL CLEAN UP AND RESTORE THE AREA OF OPERATIONS TO A CONDITION AS GOOD AS OR BETTER THAN THAT WHICH EXISTED PRIOR TO THE PROJECT. 16. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE EXISTING STORM DRAIN SYSTEM UNTIL THE PROPOSED SYSTEM IS IN SERVICE IN NO CASE SHOULD THE CONTRACTOR LEAVE THE EXISTING STORM SEWER OUT OF SERVICE WHERE BY RUNOFF WOULD CAUSE DAMAGE TO ADJACENT HOMEOWNERS. T&PW GEN NOTES PAGE 2 OF 3 17. VERTICAL DEFLECTIONS AND PIPE SLOPES FOR EXISTING UTILITIES SHOWN ON PLANS WERE OBTAINED FROM RECORD DRAWINGS AND HAVE NOT BEEN FIELD VERIFIED. SOME PIPE SLOPES WERE ADJUSTED TO MATCH SURVEYED MANHOLE FLOWLINES. RIME ELEVATIONS AND HORIZONTAL LOCATIONS OF EXISTING MANHOLES WERE DETERMINED FROM FIELD SURVEY'S. 18. NO EQUIPMENT OR MATERIAL SHALL BE DEPOSITED ON PRIVATE PROPERTY WITHOUT WRITTEN PERMISSION FROM THE PROPERTY OWNERS. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN THE WARE WITHOUT WRITTEN PERMISSION, HE WILL BE RESPONSIBLE FOR ALL DAMAGES RESULTING FROM SUCH FILL AND HE SHALL REMOVE THE MATERIAL AT HIS OWN COST, OF THE ENGINEER SO DIRECTS. 19. THE LOCATION OF DRIVEWAYS, STEPS, AND RETAINING WALL, ETC., AND ALL WATER, SANITARY SEWER, STORM SEWER, TELEPHONE, GAS, ELECTRIC, AND CABLE TELEVISION UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. ACCURATE LOCATIONS SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION AFTER CONSULTATION WITH THE PROPERTY OWNERS AND THE RESPECTIVE UTILITY COMPANIES. 20. THE CONTRACTOR SHALL CONSTRUCT ALL DRAINAGE STREAMS FROM THE DOWNSTREAM END TO ALLOW CONTINUED STROM DRAIN SERVICE, IF THE CONTRACTOR CHOOSES TO CONSTRUCT THE SYSTEM OTHERWISE, HE SHALL PRESENT PROPOSED CONSTRUCTION STAGING AT THE PRE-CONSTRUCTION MEETING 21. THE CONTRACTOR'S PERSONNEL SHALL WEAR IDENTIFYING CLOTHING OR HATS AT ALL TIMES. 22. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 8:00 A.M. TO 6:00 P.M. UNLESS APPROVED OR DIRECTED BY THE ENGINEER. 23. THE ADJUSTMENT AND/OR RELOCATION OF SPRINKLER HEAD ENCOUNTERED SHALL BE PAID FOR UNDER MISCELLANEOUS UTILITY ADJUSTMENT PAY ITEM IN THE PROPOSAL FOR SECTION OF THE SPECIFICATIONS AND CONTRACT DOCUMENTS. E T&PW GEN NOTES PAGE 3 OF 3 SUBGRADE &PAVEMENT NOTES 1. THE CONTRACTOR SHALL PULVERIZE THE EXISTING PAVEMENT/BASE TO A DEPTH OF EIGHT (8) INCHES BELOW THE SURFACE OF THE EXISTING PAVEMENT 2. AFTER PULVERIZATION THE CONTRACTOR SHALL TEMPORARILY REMOVE & STOCKPILE THE PULVERIZED MATERIAL IN ORDER TO GRADE TO THE PROPOSED STREET PROFILE PER PLANS. 3. REMOVAL OF ANY SUB-BASE MATERIAL SHALL START A MINIMUM OF EIGHT (8) INCHES BELOW THE SURFACE OF THE EXISTING PAVEMENT. 4. AFTER GRADING IS COMPLETED THE CONTRACTOR SHALL MIX THE PULVERIZED MATERIAL WITH FIVE(5)PERCENT PORTLAND CEMENT AND SPREAD THE MATERIAL AS A SUBGRADE ALL IN ACCORDANCE WITH ITEM 214 PORTLAND CEMENT TREATMENT (MATERIAL MANIPULATION) OF THE CITY OF FORT WORTH STANDARD SPECIFICATION FOR STREET AND STORM DRAIN CONSTRUCTION AND AS FOLLOWS: - *CEMENT SHALL BE APPLIED ONLY TO SUCH AN AREA THAT ALL THE OPERATIONS CAN BE COMPLETED IN DAYLIGHT WITHIN SIX(6)HOURS OF SUCH APPLICATION. *GRADATIONS HAVE TO BE TAKEN AFTER MIXING CEMENT *NO EQUIPMENT EXPECT THAT IN THE SPREADING AND MIXING WILL BE ALLOWED TO PASS OVER THE FRESHLY SPREAD CEMENT UNTIL IT IS MIXED WITH THE SOIL. *ANY MIXTURE OF SOIL AND CEMENT THAT HAS NOT BEEN COMPACTED AND FINISHED SHALL NOT REMAIN UNDISTURBED FOR MORE THAN THIRTY (30) MINUTES. *SURFACE COMPACTION AND FINISHING SHALL PROCEED IN SUCH A MANNER AS TO PRODUCE, IN NOT MORE THAN TWO (2) HOURS, A SMOOTH, CLOSELY KNIT SURFACE FREE OF CRACKS, RIDGES OR LOOSE MATERIAL, CONFORMING TO THE CROWN, GRADE AND LINE SHOWN ON THE PLANS. *AFTER THE ROADWAY HAS BEEN FINISHED, AS SPECIFIED HEREIN, IT SHALL BE WV 4EDIATELY PROTECTED AGAINST RAPID DRYING BU APPLY TWO TENTHS (0.2) GALLONS PER SQUARE YARDS OF RC-2 OR SOME OTHER E.P.A. APPROVED WATER BASED EMULSION. SHOULD IT BE NECESSARY FOR CONSTRUCTION EQUIPMENT OR OTHER TRAFFIC TO USE THAT SECTION OF ROADWAY BEFORE THE EMULSION HAS DRIED SUFFICIENTLY, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DUST OR SAND THE SURFACE BEFORE SUCH USE TO PREVENT PICKUP OF MATERIAL. S&P GEN NOTES PAGE I OF 2 : *THE CONTRACTOR SHALL ALSO MAINTAIN THIS PROTECTIVE COVER DURING THE SEVEN (7) DAY CURING PERIOD SO THAT ALL THE SOIL CEMENT BASE OPENED TO LOCAL TRAFFIC AS SOON AS THE WATER BASED COURSE WILL BE COVERED EFFECTIVELY. *THE SOIL CEMENT COURSE MAY BE OPENED TO LOCAL TRAFFIC AS SOON AS THE WATER BASED EMULSION HAS BEEN APPLIED AND DUSTED OR SANDED AS NECESSARY TO PREVENT PICKUP OF MATERIAL BY TRAFFIC. IT MAY BE OPENED TO ALL TRAFFIC AFTER SEVEN (7)DAYS. 5. AFTER THE MINIMUM SEVEN (7) DAY OF CURING THE CONTRACTOR SHALL OVERLAY WITH THREE (3) INCHES OF HMAC TYPE "D" SURFACE COURSE ON TOP OF THE NEW BASE ACCORDING TO THE STANDARD SPECIFICATIONS ITEM NUMBER 312 "HOT-MIX ASPHALTIC CONCRETE" AND 313 "CENTRAL PLANT RECYCLING ASPHALTIC CONCRETE" OF THE CITY OF FORT WORTH STANDARD SPECIFICATIONS OF STREET AND STORM DRAIN CONSTRUCTION. STANDARD SPECIFICATION 312.5 (1) SHALL BE REVISED AS FOLLOWS: THE PRIME COAT OR THE ASPHALTIC MIXTURE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS FIFTY (50) DEGREES FAHRENHEIT AND RISING. THE TEMPERATURE BEING TAKEN IN THE SHADE AND WAY FROM ARTIFICIAL HEAT. ASPHALTIC MATERIAL SHALL ALSO NOT BE PLACED WHEN THE WIND CONDITIONS ARE UNSUITABLE IN THE OPINION OF THE ENGINEER. THE CONTRACTOR SHALL FINISH A BATCH DESIGN OF THE PROPOSED HOT MIX ASPHALTIC CONCRETE FOR CITY APPROVAL 48 HOURS PRIOR TO PLACING THE HMAC. THE CITY WILL PROVIDE LABORATORY CONTROL AS NECESSARY. S&P GEN NOTES PAGE 2 OF 2 TEMPORARY RIGHT-OF-ENTRY AGREEMENT (TRE) NOTE: THE CITY IS IN THE PROCESS OF OBTAINING TRE FOR THE PROPERTIES AND SHALL MAKE THEM AVAIALBLE TO THE CONTRACTOR BEFORE CONSTRUCTION. HOWEVER,THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE PRPOERTY OWNERS BEFORE CONSTRUCTION ACTIVITIES INSIDE THE OWNER'S PROPERTIES BEGIN. 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 2900 Malcolm St.,Fort Worth, Texas 76112 LOT: 10-A,BLOCK: 2 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 2 LOT 10-A, Ella. T. Graham Addition and as shown on the plat recorded in Volume 388-15, Page 37 Tarrant County Plat Record a/k/a P.R.T.C.T, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) __ TRE Page 1 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 2901 Malcolm St.,Fort Worth, Texas 76112 LOT: 5 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 5, Ella. T. Graham Addition and as shown on the plat recorded in Volume 204-A, Page 108 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 2 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 2905 Malcolm St.,Fort Worth, Texas 76112 LOT: 5 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 5, Ella. T. Graham Addition and as shown on the plat recorded in Volume 204-A, Page 108 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 3 of 78 i 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE# 4062,4063 Address: 2908 Malcolm St.,Fort Worth,Texas 76112 LOT: 10-B,BLOCK: 2 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 2 LOT 10-B, Ella. T. Graham Addition and as shown on the plat recorded in Volume.388-15, Page 37 Tarrant County Plat Record a/k/a P.R.T.C.T, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 4 of 78 4 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 2908 Malcolm St.,Fort Worth, Texas 76112 LOT: 9 BLOCK: 2 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 2 LOT 9, Ella. T. Graham Addition and as shown on the plat recorded in Volume 204-A, Page 108 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 5 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 2909 Malcolm St.,Fort Worth,Texas 76112 LOT: 4 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 4, Ella. T. Graham Addition and as shown on the plat recorded in Volume 204-A Page 108 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 6 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 2912 Malcolm St.,Fort Worth,Texas 76112 LOT: 9 BLOCK: 2 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 2 LOT 9, Ella. T. Graham Addition and as shown on the plat recorded in Volume 204-A Page 108 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 7 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 2913 Malcolm St.,Fort Worth, Texas 76112 LOT: 4 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 4, Ella. T. Graham Addition and as shown on the plat recorded in Volume 204-A, Page 108 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 8 of 78 i 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 2916 Malcolm St.,Fort Worth, Texas 76112 LOT: 8_A,BLOCK: 2 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 2 LOT 8-A, Ella. T. Graham Addition and as shown on the plat recorded in Volume 388-0, Page 335 Tarrant County Plat Record a/k/a P.R.T.C.T, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 9 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 2917 Malcolm St.,Fort Worth,Texas 76112 LOT: 3 BLOCK: 3 SUBDIVISION: f CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § F: § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 3, Ella. T. Graham Addition and as shown on the plat recorded in Volume 204-A, Page 108 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 10 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 2921 Malcolm St.,Fort Worth, Texas 76112 LOT: 3 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 3, Ella. T. Graham Addition and as shown on the plat recorded in Volume 204-A, Page 108 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) T TRE Page 12 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 2924 Malcolm St.,Fort Worth,Texas 76112 LOT: 7 BLOCK: 2 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 2 LOT 7, Ella. T. Graham Addition and as shown on the plat recorded in Volume 204-A, Page 108 Tarrant County Plat Record a/k/a P.R.T.C.T, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 13 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 2925 Malcolm St.,Fort Worth, Texas 76112 LOT: 2 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 2, Ella. T. Graham Addition and as shown on the plat recorded in Volume 388-114, Page 906 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 14 of 78 Y 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 2928 Malcolm St.,Fort Worth, Texas 76112 LOT: 7 BLOCK: 2 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 2 LOT 7, Ella. T. Graham Addition and as shown on the plat recorded in Volume 294-A, Page 108 Tarrant County Plat Record a/k/a P.R.T.C.T, Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. re EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) r TRE Page 15 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 2929 Malcolm St.,Fort Worth, Texas 76112 LOT: 2 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 2, Ella. T. Graham Addition and as shown on the plat recorded in Volume 388-114, Page 906 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 16 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 2932 Malcolm St.,Fort Worth, Texas 76112 LOT: 6 BLOCK: 2 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 2 LOT 6, Ella. T. Graham Addition and as shown on the plat recorded in Volume 204-A, Page 108 Tarrant County Plat Record a/k/a P.R.T.C.T., Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 17 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 2933 Malcolm St.,Fort Worth, Texas 76112 LOT: 1 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 1, Ella. T. Graham Addition and as shown on the plat recorded in Volume 204-A, Page 108 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 18 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 2936 Malcolm St.,Fort Worth, Texas 76112 LOT: 6 BLOCK: 2 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 2 LOT 6, Ella. T. Graham Addition and as shown on the plat recorded in Volume 204-A, Page 108 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 19 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 2937 Malcolm St.,Fort Worth,Texas 76112 LOT: 1 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 1, Ella. T. Graham Addition and as shown on the plat recorded in Volume 204-A, Page 108 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 20 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 3000 Malcolm St.,Fort Worth,Texas 76112 LOT: 10,BLOCK: 2 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 2 LOT 10, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 21 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE# 4062,4063 Address: 3001 Malcolm St.,Fort Worth,Texas 76112 LOT: 5 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 5, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 22 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION s ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 3004 Malcolm St.,Fort Worth, Texas 76112 LOT: 9 BLOCK: 2 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 2 LOT 9, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 23 of 78 i 2004 CAPITAL IMPROVEMENT PROGRAM E PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS E FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 3005 Malcolm St.,Fort Worth,Texas 76112 LOT: 4 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § Ik § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 4, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 24 of 78 { 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE# 4062, 4063 Address: 3013 Malcolm St.,Fort Worth,Texas 76112 LOT: 2 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 2 LOT 3, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 27 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 3016 Malcolm St.,Fort Worth,Texas 76112 LOT: 7 BLOCK: 2 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 2 LOT 7, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 28 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 3017 Malcolm St.,Fort Worth, Texas 76112 LOT: 1 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 1, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 30 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 3100 Malcolm St.,Fort Worth, Texas 76112 LOT: 11'BLOCK: 5 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 5 LOT 11, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 31 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 6300 Church St.,Fort Worth,Texas 76112 LOT: 8 BLOCK: 4 ,SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 4 LOT 8, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 32 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 6300 Church St.,Fort Worth, Texas 76112 LOT: 8 BLOCK: 4 , SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 4 LOT 8, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 32 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 6300 Church St.,Fort Worth,Texas 76112 LOT: 7 BLOCK: 4 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 4 LOT 7, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. J EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 33 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 3104 Malcolm St.,Fort Worth,Texas 76112 LOT: 10,BLOCK: 5 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 5 LOT 10, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 34 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 3105 Malcolm St.,Fort Worth,Texas 76112 LOT: 6 BLOCK: 4 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 4 LOT 6, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 35 of 78 i 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 3108 Malcolm St.,Fort Worth, Texas 76112 LOT: 9 BLOCK: 5 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 5 LOT 9, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 36 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 3109 Malcolm St.,Fort Worth,Texas 76112 LOT: 5 BLOCK: 4 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 4 LOT 5, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 37 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE# 4062, 4063 Address: 3112 Malcolm St.,Fort Worth, Texas 76112 LOT: 8 BLOCK: 5 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 5 LOT 8, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 r (Please Print) (Signature) TRE Page 38 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 3112 Malcolm St.,Fort Worth, Texas 76112 LOT: S BLOCK: 5 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 5 LOT 8, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 38 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE# 4062, 4063 Address: 6217 East Lancaster Ave.,Fort Worth, Texas 76112 LOT: 7 BLOCK: 5 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 5 LOT 7, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 39 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 z_ Address: 6217 East Lancaster Ave., Fort Worth,Texas 76112 LOT: 6 BLOCK: 5 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY { STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 5 LOT 6, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed f and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. s EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 40 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE# 4062,4063 Address: 2908 Haynie St., Fort Worth,Texas 76112 LOT: 9 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 9, Ella. T. Graham Addition and as shown on the plat recorded in Volume 204-A, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 44 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 2912 Haynie St.,Fort Worth,Texas 76112 LOT: 9 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 9, Ella. T. Graham Addition and as shown on the plat recorded in Volume 204-A, Page 108 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 45 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 2916 Haynie St.,Fort Worth,Texas 76112 LOT: g-A'BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 8-A, Ella. T. Graham Addition and as shown on the plat recorded in Volume 388-D, Page 575 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO .HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 46 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 2920 Haynie St.,Fort Worth, Texas 76112 LOT: 8-B,BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 8-B,Ella. T. Graham Addition and as shown on the plat recorded in Volume 388-D, Page 575 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 47 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 2932 Haynie St.,Fort Worth, Texas 76112 LOT: E BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT E, U.S. Clanton Addition and as shown on the plat recorded in Volume 388-F, Page 23 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 48 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE# 4062,4063 Address: 2932 Haynie St.,Fort Worth,Texas 76112 LOT: F BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT F, U.S. Clanton Addition and as shown on the plat recorded in Volume 388-F, Page 23 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 49 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 2932 Haynie St., Fort Worth, Texas 76112 LOT: D BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT D, U.S. Clanton Addition and as shown on the plat recorded in Volume 388-F, Page 23 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 50 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 2932 Haynie St., Fort Worth,Texas 76112 LOT: C BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT C, U.S. Clanton Addition and as shown on the plat recorded in Volume 388-F, Page 23 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 51 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MA.LCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: Fort Worth Independent School District LOT: TR14, BLOCK: , SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK _ LOT TR 14, Addition and as shown on the plat recorded in Cabinet Slide Tarrant County Plat Record a/k/a , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 52 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 2939 Haynie St.,Fort Worth,Texas 76112 LOT: TR13A,BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT TR13A, H.T. Owen Addition and as shown on the plat recorded in Volume 800, Page 303 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 53 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 3000 Haynie St.,Fort Worth, Texas 76112 LOT: 10'BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 10, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 54 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 3001 Haynie St.,Fort Worth, Texas 76112 LOT: 1 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 1, H.T. Owen Addition and as shown on the plat recorded in Volume 800, Page 303 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the.condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 55 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 3004 Haynie St.,Fort Worth, Texas 76112 LOT: 9 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 9, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 56 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE# 4062,4063 Address: 3005 Haynie St.,Fort Worth,Texas 76112 LOT: 2 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 2, H.T. Owen Addition and as shown on the plat recorded in Volume 800, Page 303 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 57 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 3008 Haynie St.,Fort Worth, Texas 76112 LOT: 8 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 8, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 58 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 3009 Haynie St.,Fort Worth,Texas 76112 LOT: 3 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 3, H.T. Owen Addition and as shown on the plat recorded in Volume 800, Page 303 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 59 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE# 4062, 4063 Address: 3009 Haynie St.,Fort Worth,Texas 76112 LOT: 4 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 4, H.T. Owen Addition and as shown on the plat recorded in Volume 800, Page 303 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 60 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 3009 Haynie St., Fort Worth, Texas 76112 LOT: 5 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the.undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT S, H.T. Owen Addition and as shown on the plat recorded in Volume 800, Page 303 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 61 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 3012 Haynie St.,Fort Worth,Texas 76112 LOT: 7 BLOCK: 3,SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 7, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 62 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 3016 Haynie St.,Fort Worth,Texas 76112 LOT: 6 BLOCK: 3 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 3 LOT 6, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed. and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 63 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 6312 Church St.,Fort Worth, Texas 76112 LOT: 11,BLOCK: 4 ,SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 4 LOT 11, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 64 of 78 i { 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 4 Address: 3100 Haynie St.,Fort Worth, Texas 76112 LOT: S BLOCK: 16,SUBDIVISION: CITY OF FORTH WORTH x TEMPORARY RIGHT OF ENTRY x STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 16 LOT 8, Original Town z of Handley and as shown on the plat recorded in Volume 40, Page 51 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. s EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 65 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 3112 Haynie St.,Fort Worth, Texas 76112 LOT: 10, BLOCK: 4 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 4 LOT 10, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 67 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 3112 Haynie St., Fort Worth, Texas 76112 LOT: 9 BLOCK: 4 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 4 LOT 9, D.S. Ross Addition and as shown on the plat recorded in Volume 310, Page 16 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 68 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 3116 Haynie St.,Fort Worth, Texas 76112 LOT: 3_R,BLOCK: 4 SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 4 LOT 3-R, D.S. Ross Addition and as shown on the plat recorded in Volume 388-202, Page 90 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 69 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 3124 Haynie St.,Fort Worth,Texas 76112 LOT: 6 BLOCK: 16,SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 16 LOT 6, Original Town of Handley and as shown on the plat recorded in Volume 40, Page 51 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as F the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. g TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to 7, accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 70 of 78 i 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062,4063 Address: 3124 Haynie St.,Fort Worth, Texas 76112 LOT: 3 BLOCK: 16,SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 16 LOT 3, Original Town of Handley and as shown on the plat recorded in Volume 40, Page 51 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 73 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 6401 East Lancaster Ave., Fort Worth,Texas 76112 LOT: 1 BLOCK: 17,SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 17 LOT 1, Original Town of Handley and as shown on the plat recorded in Volume 40, Page 51 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to { accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) TRE Page 76 of 78 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 6409 East Lancaster Ave.,Fort Worth, Texas 76112 LOT: 1 BLOCK: 17, SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 17 LOT 1, Original Town of Handley and as shown on the plat recorded in Volume 40, Page 51 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) 5 TRE Page 77 of 78 E 2004 CAPITAL IMPROVEMENT PROGRAM PAVEMENT RECONSTRUCTION OF MALCOLM AND HAYNIE STREETS FROM CRAIG STREET TO LANCASTER AVENUE WATER AND SANITARY SEWER RECONSTRUCTION ON MALCOLM STREET AND HAYNIE STREET DOE#4062, 4063 Address: 6409 East Lancaster Ave.,Fort Worth, Texas 76112 LOT: 2 BLOCK: 17, SUBDIVISION: CITY OF FORTH WORTH TEMPORARY RIGHT OF ENTRY STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT § That the undersigned, hereinafter referred to as "Grantor", does by these present grant and convey to the City of Fort Worth, TX, herein after referred to as "Grantee" a temporary right of entry onto property described as BLOCK 17 LOT 1, Original Town of Handley and as shown on the plat recorded in Volume 40, Page 51 Tarrant County Plat Record a/k/a P.R.T.C.T. , Fort Worth, Tarrant County, Texas, hereinafter referred to as the "Property", for the purpose of cleaning driveways, sidewalks, parkway grading, rehabilitation, replacing or constructing a sanitary sewer or a sanitary sewer manhole. Upon execution of this agreement, Grantor will grant Grantee and its contractor's access to the Property for the purpose stated herein, until such time as the project is completed and approved by the Grantee, at which time the above described temporary right of entry, becomes void. The Right of Entry shall include the right of Grantee and its employees, agents, representatives, or contractors to access the aforementioned property. TO HAVE AND TO HOLD the above described right of entry, together with all and singular, the rights and appurtenances thereto, anywise belonging unto the said Grantee, is successors and assigns, for the purposes set forth above. Grantee shall restore the Property to the condition it was in immediately prior to accessing the Property under this Right of Entry. EXECUTED this the day of GRANTOR: 2004 (Please Print) (Signature) f TRE Page 78 of 78 VENDOR COMPLIANCE TO STATE LAW 4 VENDOR COMPLIANCE TO STATE LAW F The 1985 Session of the Texas Legislature passed House Bill 620 relative to the award of contracts to nonresident bidders. This law provides that,in order to be awarded a contract as low bidder,nonresident bidders(out-of-State contractors whose corporate offices or principal place of business are outside of the State of Texas)bid projects for construction,improvements,supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required too underbid a nonresident bidder in order to obtain a comparable contract in the State in which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all out-of-State or nonresident bidders in order for your bid to meet specifications. The failure of out-of-State or nonresident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. Nonresident vendors in (give State ourprincipal lace of business are required to A. Nonres (g ), p q be percent lower than resident bidders by State law. A copy of the Statute is attached. Nonresident vendors in (give State),our principal place of business,are not required to underbid resident bidders. I B. Our principal place of business or corporate offices are in the State of Texas. BIDDER: i' 57A$11-E. e3-Jt rum. 44C. By: T®t+t4 -V Ry>I t I (Please print) r i3aD Signature: p JA'Fi 1 Noy h X. Title: S 117 F City State Zip (Please print) ff THIS FORM MUST BE RETURNED WITH YOUR QUOTATION i E CONTRACTOR COMPLAINCE WITH WORKER'S COMPENSATION LAWS s f CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Article 8308-3.23 of Vernon's Annotated Civil Statutes, Contractor certifies that it provides worker's compensation insurance coverage for all of it's employees employed on City of Fort Worth Project Number UNIT I: WATER LINE REPLACEMENT ON HAYNIE Water Project No.: PW53 531200 060530177800 P - UNIT IL• SEWER LINE REPLACEMENT ON MALCOLM AND HAYNIE P Sewer Project No.: PS58 531200 070580176130 UNIT III: PAVEMENT IMPROVEMENTS ON MALCOLM AND HAYNIE T&PW Project No.: GR76 539120 005206771810 STAr4�1L� 4- \J►n� CO ACTOR E Title i Date STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared ✓® « G.+. , Known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of ••4 ,' .�.►••, Vic. for the purposes and consideration therein expressed and in the capacity therein stated. E GIVEN UNDER MY HAND AND SEAL OF OFFICE this /4F day of 20 ®S. cD� Notary Public in an for„tle,State.ofTexas qL v� j i i imotar y ru STt tLz fIy Curn. E-) J a y CERTIFICATE OF INSURANCE i P ...................... .. ........ .............................:...,.:..,:::..`::'.i`'. .. DATE(MM/DD/YY) . . ........ Bi NSRgEEw= ACO RD Eoi:! `: -:.i1 t ........... .......... ........ ......... . ........ 02/10 /05 *::..��`. ...................... .. ...................... ........... ... . .......... PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Tucker Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 2285 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE Fort Worth, TX 76113 COMPANY (817) 336-8520 A ZURICH AMERICAN INSURANCE CO. INSURED COMPANY STABILE AND WINN, INC. B TEXAS MUTUAL INSURANCE COMPANY P.O. BOX 79380 COMPANY SAGINAW, TX 76179-0380 c RSUI INDEMNITY COMPANY D .............................................------------------------- ...................................................... .. .. ..................................... ....................... ............................................. ... ... on . . ...... ................................:...................... ...........w............ .. ..... ­------`-- ........................................ ....................... .......... ...........I............................... ............................... ......... ....................... c .......................... .............................4......... ................... .............................. ...... ............... .......................... ..... ........... ........................................................ ................................ ........... . . ...... ......... .. ..."TO . ...... ... . .............. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TOTHENSURED NAMED ABOVE_*FORTHE POLICY'�ERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Co TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MM/DD/YY) DATE(MM/DD/YY) GENERAL LIABILITY GENERAL AGGREGATE $ 2,000,000 A X COMMERCIAL GENERAL LIABILITY CP03994330 06/28/04 06/28/05 PRODUCTS-COMP/OP AGG $ 2,000,000 CLAIMS MADE OCCUR PERSONAL&ADV INJURY $ 1,000,000 OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $ 1,000,000 A X PER PROJECT AGGREGATE FIRE DAMAGE(Any one fire) $ 300,000 MED EXP(Any one person) $ 10,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ A X ANYAUTO TAP3994331 06/28/04 06/28/05 1,000,000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) A X HIRED AUTOS BODILY INJURY $ (Per accident) A X NON-OWNED AUTOS PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ................. ...... ........... ........ ...................... ........... ANY AUTO OTHER THAN AUTO ONLY: ­ ............................. _1.................­........ EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ 2,000,000 1C X UMBRELLA FORM NHN026288 06/28/04 06/28/05 AGGREGATE $ 2,000,000 OTHER THAN UMBRELLA FORM $ LIMITS ER WORKERS COMPENSATION AND X I WC EMPLOYERS'LIABILITY TORY STATIEL EACH ACCIDENT $ 1,000,000 B THE PROPRIETOR/ X INCL TSF0001133176 06/28/04 06/28/05 EL DISEASE-POLICY LIMIT $ 1,000,000 PARTNERS/EXECUTIVE OFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS RE: MALCOLM & HAYNIE STREET FROM CRAIG STREET TO LANCASTER AVENUE ADDITIONAL INSURED AND WAIVER OF SUBROGATION AS REQUIRED BY CONTRACT. --- -- ------ --- ----------............... ----------------------------------­................................................ ...................................... ................................................................................... . .................................. ............................ .................................. .................................... .... ........................... .. ........... ............... ........;;;:,;;;;;>:...:... .A.. ............ ........... ...................... .. .................... ...................................... ............................... ..... ...... ......... t dold "'d - ----................ ........... ................ ........... ...................... N. ft fi; .. ............... . .. ................. ............................................ .......... ........ .. ................ ...................................................... ... ....... ................................................................. ............ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL CITY OF FORT WORTH 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, CONTRACT ADMINISTRATOR BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 1000 THROCKMORTON STREET OF ANY KIND UPON THE COMPANY, ITS A!gNTS. OR REPRESENTATIVES. FORT WORTH, TX 76102 AUTHORIZED REPRESENTATI ....................... A ..... ............................................... ..... ................. ----- .. .... ............. ..... ...... .. ......... .... ..... ............................ ............... .. ........................................ ..........*­ ....................................... b=.O.Aff.* ------ ---- .... ..__........F................_......._........................ "w I � I EXPERIENCE RECORD List of projects your organization has successfully completed: Amount Of Contract Type of Work Date Accepted Name and Address of Owner Award I I � List of projects your organization is now engaged in completing: Amount Of Contract Type of Anticipated Name and Address of Owner Award Work Date of Completion i List Surety Bonds in force on above incomplete work: i i � Date of Contract Award Type of Work Amount of Name and Address of $ Bond Bond Surety j ` I I CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it e provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Department of Engineering No.4062/4063 and City of Fort Worth Project No. PW53-060530177800/PS58-070580176130/G R76-005206771810. CONTRACTOR STABILE & WINN, INC. ByDle" Name: -Xo%+N Title: E Date: .4«. � ZoaS STATE OF TEXAS § § COUNTY OF TARRANT § Before me, the undersigned authority, on this day personally appeared ✓«.�•r tv .4 , 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 STABILE & WINN, INC. for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this r day of �1.�- ,, 20 aS Notary Public in and�for the State of Texas 9 Bond #PRF08781289 PERFORMANCE BOND THE STATE OF TEXAS § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § Colonial American Casualty and Surety Company That we (1) STABILE & WINN, INC. as Principal herein, and (2) , a corporation organized under the laws of the State of (3) Maryland , and who is authorized to issue surety bonds in the State of Texas, Surety herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties,Texas, Obligee herein,in the sum of- FIVE HUNDRED FORTY-SEVEN THOUSAND SEVEN HUNDRED FIFTY AND 20/100.............................. ($547,750.20)Dollars for the payment of which sum we bind ourselves,our heirs,executors,administrators, I successors and assigns,jointly and severally,firmly by these presents. FEB 0 8 2005 WHEREAS,Principal has entered into a certain contract with the Obligee dated the_of 2005 Ia copy of which is attached hereto and made a part hereof,for the construction of: PAVEMENT RECONSRUCTION AND WATER AND SANITARY SEWER REPLACEMENTS ON MALCOLM STREET FORM CRAIG STREET TO LANCASTER AVENUE AND HAYNIE STREET FROM CRAIG STREET TO LANCASTER AVENUE. - NOW THEREFORE, the condition_of this obligation is such, if the said Principle shall faithfully perform the work in accordance with the plans, specifications, and contract documents and shall fully indemnify and hold harmless the Obligee from all costs and damages which Obligee may suffer by reason of Principal's default, and reimburse and repay Obligee for all outlay and expense that Obligee may incur in making good such default, then this obligation shall be void; otherwise;to remain in full force and effect. f l f l PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such statute,to the same extent as if it were copied at length herein. I IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this _of 2-2005. ATTEST: FEB 0 8 Z00� STABILE&WINN,INC. (Principal)Secretary PRINC �(4 ��� BY: Title: John W. Stabile, President (SEAL) PO BOX 79380 SAGINAW,TX' 76179 (Address) Colonial American Casualty and Surety Company Witness as to Principal urety Addres ATT T �/ -m-fact) (5) v )�J- //T/racy Tucker (Surety) Secretary P 0 Box 2285 Ft Worth, TX 76113 (Address) (SEAL) NOTE: Date of Bond must not be ( prior to date of Contract l` (1) Correct Name of Contractor (2) Correct name of Surety (— (3) State of incorporation of Surety Telephone number of surety must be stated. In addition,an original copy of Power of I - Attorney shall be attached to Bond by Attorney-in-Fact. The date of bond shall not be prior to date of Contract. Witness as to Surety� P 0 Box 2285 Ft Worth, TX 76113 (Address) f Bond #PRF08781289 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § Colonial American Casualty h That we, (1)STABILE&WINN,INC.,as Principal herein, and(2) and surety Company a corporation organized and existing under the laws of the State of(3) Maryland , as surety, are held and firmly bound unto the City of Fort Worth,a municipal corporation located in Tarrant and Denton Counties, Texas, Obligee herein, in the amount of FIVE HUNDRED FORTY-SEVEN THOUSAND SEVEN HUNDRED l: FIFTY AND 20/100............................. Dollars ($547,750.20) for the payment whereof, the said Principal and Surety bind themselves and their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: ? I WHEREAS,the Principal has entered into a certain written contract with the Obligee dated the_day of l ;2005, which contract is hereby.referred to and made a part hereof as if fully and to the same extent as if (— copied at length,for the following project: II PAVEMENT RECONSRUCTION AND WATER AND SANITARY SEWER REPLACEMENTS ON MALCOLM STREET FORM CRAIG STREET TO LANCASTER AVENUE AND HAYNIE STREET FROM CRAIG STREET TO LANCASTER AVENUE (' NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully make payment to each and every claimant(as defined in Chapter 2253,Texas Government Code, as f- amended)supplying labor or materials in the prosecution of the work under the contract,then this obligation shall be void;otherwise,to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government ( Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute,to the same extent as if it were copied at length herein. IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. (L SIGNED and SEALED this_day of, 2005. STABILE & WINN, INC. PRINCIPAL ATT T: By: o Name:' John W. Stabile (Principal) Secreta y Title: President (S E A L) Address: PO BOX 79380 SAGINAW, TX 76179 itn as to Principal Colonial American Casualty and Surety Company SURETY ATTEST: Name: Tr c Tucker Secretary Attorney in Fact _ (S E A L) Address: P 0 Box 2285 Ft Worth, TX 76113 Witness as to Surety Telephone Number: 817/336-8520 NOTE: (1) Correct name of Principal (Contractor). (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. The date of bond shall not be prior to date of Contract. Bond #PRF08781289 MAINTENANCE BOND THE STATE OF TEXAS COUNTY OF TARRANT Colonial American Casualty That STABILE & WINN, INC. ("Contractor"), as principal, and and Surety Company a corporation organized under the laws of the State of Maryland , ("Surety"), do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, a Municipal Corporation chartered by virtue of Constitution and laws of the State of Texas, ("City") in Tarrant County, Texas, the sum of FIVE HUNDRED FORTY-SEVEN THOUSAND SEVEN HUNDRED FIFTY AND20/100.................................................................................................................. Dollars ($547,750.20), lawful money of the United States, for payment of which sum well and truly be made unto said City and its successors, said Contractor and Surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. Thisobligation is conditioned, however, that: WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort. Worth, dated the _ of 2005, a copy of which is hereto attached and made a part hereof, for the performance of the following described public improvements: PAVEMENT RECONSRUCTION AND WATER AND SANITARY SEWER REPLACEMENTS ON MALCOLM STREET FORM CRAIG STREET TO LANCASTER AVENUE AND HAYNIE STREET FROM CRAIG STREET TO LANCASTER AVENUE the same being referred to herein and in said contract as the Work and being designated as project number(s) PW53-060530177800/PS58-070580176130/GR76-005206771810 and said contract, including all of the specifications, conditions, addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and being made a part hereof; 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 a period of 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, said 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 City of Fort Worth Department of Engineering, it be necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to repair or reconstruct said Work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its 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 be and remain in full force and effect, and the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. IN WITNESS WHEREOF, this instrument is executed in 3 counterparts, each of which shall be deemed an original, this_day of , A.D. 2005. FEB o 8 L�u � ATTEST: STABILE & WINN, INC. (S E A L) Contractor Secretary �4am John W. Stabile Title: President Colonial American Casualty and Surety Company (S E A L) Surety WIT S: - lY�- y: Secretary Name: Tracy' Tucker Title: Attorney-in-Fact P 0 Box 2285 Ft Worth, TX 76113 Address I L. Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND COLONIAL AMERICAN CASUALTY AND SURETY COMPANY KNOW ALL MEN BY THESE PRESENTS:That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,corporations of the Statc;,taf aryland,by FRANK E. MARTIN JR., Vice President,and GREGORY E.MURRAY,Assistant Secretaq , 5inpu ib f a�f a thority granted by Article Vl,Section 2, of the By-Laws of said Companies, which are sel.fqrfl arly�t e�rew�e side-- _f and are hereby certified to be in full force and effect on the date hereof,doe �j( 3� i �tc;'cor it 44d i i ' racy TUCKER, Tobin TUCKER and W.Lawrence BROWN,a1 ;,tt�J � �h, x�s, �` ? � ►e and lawful agent and Attorney-in- Fact, to make,execute, seal and deliver;f° 'j �t ll�alf µrr 't` act and deed: any and all bonds and undertakings,EXCEPT bg ds�'i�7;13 �fV�d\fnde 0 t`r Etuto[�s;�Community Survivors and Community r Guardians. and th".) trS,of�sllc`li bjais�q% > � i�gs m pursuance of these presents, shall be as binding upon said Companies, as fully�fii -affil Ly., toy dnd-purposes,as if they had been duly executed and acknowledged by the regularly elected offieu o�rfidny at its office in Baltimore,Md., in their own proper persons. This power of attorney revokes that issued o of Tracy TUCKER,Tobin TUCKER,W. Lawrence BROWN,dated May 30,2003. The said Assistant Secretary does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seals of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,this 1 1 th day of October, A.D. 2004. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND COLONIAL AMERICAN CASUALTY AND SURETY COMPANY �d 9EPpSf yl pp��.'rcA�Op�vF o Nw+ SEAL OIL By: Gregory E.Murra,Assistant Secretary Frank E.Martin Jr. Vice President State of Maryland ss: City of Baltimore } On this 1 1 th day of October, A.D. 2004, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came FRANK E. MARTIN JR., Vice President, and GREGORY E. MURRAY, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith,that they are the said officers of the Companies aforesaid, and that the seals affixed to the preceding instrument is the Corporate Seals of said Companies, and that the said Corporate Seals and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. o�aa�s p>i,�yo�i E Dennis R. Havden Notary Public My Commission Expires: February 1, 2005 F POA-F 168-2829 ZURICH THIS IMPORTANT DISCLOSURE NOTICE IS PART OF YOUR BOND We are making the following informational disclosures in compliance with The Terrorism Risk Insurance Act of 2002. No action is required on your part. Disclosure of Terrorism Premium The premium charge for risk of loss resulting from acts of terrorism (as defined in the Act)under this bond is $_waived . This amount is reflected in the total premium for this bond. Disclosure of Availability of Coverage for Terrorism Losses As required by the Terrorism Risk Insurance Act of 2002, we have made available to you coverage for losses resulting from acts of terrorism(as defined in the Act) with terms, amounts, and limitations that do not differ materially as those for losses arising from events other than acts of terrorism. Disclosure of Federal Share of Insurance Company's Terrorism Losses The Terrorism Risk Insurance Act of 2002 establishes a mechanism by which the United States government will share in insurance company losses resulting from acts of terrorism(as defined in the Act) after a insurance company has paid losses in excess of an annual aggregate deductible. For 2002, the insurance company deductible is 1% of direct earned premium in the prior year; for 2003, 7% of direct earned premium in the prior year; for 2004, 10% of direct earned premium in the prior year•, and for 2005, 15% of direct earned premium in the prior year. The federal share of an insurance company's losses above its deductible is 90%. In the event the United States government participates in losses, the United States government may direct insurance companies to collect a terrorism surcharge from policyholders. The Act does not currently provide for insurance industry or United States government participation in terrorism losses that exceed$100 billion in any one calendar year. Definition of Act of Terrorism The Terrorism Risk Insurance Act defines "act of terrorism" as any act that is certified by the Secretary of the Treasury, in concurrence with the Secretary of State and the Attorney General of the United States: 1. to be an act of terrorism; 2. to be a violent act or an act that is dangerous to human life,property or infrastructure; 3. to have resulted in damage within the United States, or outside of the United States in the case of an air carrier(as defined in section 40102 of title 49,United 17 States Code) or a United States flag vessel (or a vessel based principally in the United States, on which United States income tax is paid and whose insurance coverage is subject to regulation in the United States), or the premises of a United States mission; and 4. to have been committed by an individual or individuals acting on behalf of any foreign person or foreign interest as part of an effort to coerce the civilian population of the United States or to influence the policy or affect the conduct of the United States Government by coercion. But,no act shall be certified by the Secretary as an act of terrorism if the act is committed as part of the course of a war declared by Congress (except for workers' compensation) or property and casualty insurance losses resulting from the act, in the aggregate, do not exceed $5,000,000. These disclosures are informational only and do not modify your bond or affect your rights under the bond. Copyright Zurich American Insurance Company 2003 0050749.doc Uw Fidelity and Deposit Company of Maryland Uw Home Office:P.O.Box 1227,Baltimore,MD 21203-1227 IMPORTANT NOTICE To obtain information or make a complaint: You may call the Fidelity and Deposit-Company of Maryland, Colonial American Casualty and Surety Company, and/or Zurich Amecan Insurance Company's toll-free telephone number for information or to make a complaint at: 1-800-654-5155 You may contact-the Texas Department of Insurance to obtain information on companies, coverages, rights, or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P.O. Box 149104 Austin, TX 78714-9104 FAX#(512) 475-1771 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning the premium or about a claim, you should first contact Fidelity and Deposit Company of Maryland or Colonial American Casualty and Surety Company. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become apart or condition of the attached document. S8543f(TX)(08/01) CITY OF FORT WORTH,TEXAS CONTRACT THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT s-L ki u ii wob This agreement made and entered into this the day of A.D., 2005, by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the 11"'day of December, A.D. 1924, under the authority (vested in said voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said city , and the City of Fort Worth being hereinafter termed Owner, STABILE & WINN, INC., HEREINAFTER CALLED Contractor. t WITNESSETH: That said parties have agreed as follows: If 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: PAVEMENT RECONSRUCTION AND WATER AND SANITARY SEWER REPLACEMENTS ON MALCOLM STREET FORM CRAIG STREET TO LANCASTER AVENUE AND HAYNIE STREET FROM CRAIG STREET TO LANCASTER AVENUE 2 f That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the Plans and Specifications and Contract Documents prepared by the Department of Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. 3. The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Department of Engineering of the City of Fort Worth. 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the commencement thereof and to fully complete and finish the same ready for the inspection and approval of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 120 working days. If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of 315 Per working day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. 5 Should the Contractor fail to begin the work herein provided for within the time herein fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. 6 Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such iizjury, damage or death is caused, in whole or in part, by the ne,-lijzence or alleged neJZligence of Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify jand hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in whole or in part by the ne,-liQence or alleged negligence of Owner, its officers, servants or employees.. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred E 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. 7. The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor p P and/or materials furnished in the prosecution of the work, such bonds being as provided and required in Article 5160 of the Revised Civil Statutes of Texas, as amended, in the form included in the Contract Documents, and such bonds shall be for 100 percent of the total contract price, and said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. 8 Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount(includinglexcluding) alternates n/a, shall be FIVE HUNDRED FORTY-SEVEN THOUSAND SEVEN HUNDRED FIFTY AND 20/100.............................Dollars, ($547,750.20). 9. It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the Department of Engineering. 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. 11. It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of @q the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. (i � IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in 3 II counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in 3 counterparts with its corporate seal attached. Done in Fort Worth,Texas, this the_day of ,A.D., 2005. p RECOMMENDED: CITY OF FORT WORTH BY: M DIRECTOR,DEPARTMENT OF CITY MANAGER ENGINEERING APPROVED: C PMaarc . Ott, A sista City Manager 100 TRANSPORTATION/PUBLIC WORKS DIRECTOR ATTEST: ' STABILE &WINN,INC. PO BOX 79380 SAGINAW,TX 76179 II CONTRACTOR P CITY SECRETARY (S EAL) BY: yJ Cont_-act „ John W. Stabile, President Late; TITLE APPROVED AS TO FORM AND P 0 Box 79380 Saginaw, TX 76179-0380 LEGALITY: 1 ADDRESS 9 ASST IT ATT RNEY November 1960 Revised May 1986 Revised September 1992 < r �' 1c•=!l a'�v :1� RECOMMENDED: © CITY OF FORT WORTH DIRECTOR,DEPARTMENT OF CITY MANAGER ENGINEERING APPROVED: � o c 6i- Marc A. Ott, A sista t.City Manager TRANS PORTATION/PUBLIC WORKS DIRECTOR ATTEST: STABILE &WINN,INC. PO BOX 79380 SAGINAW, TX 76179 CONTRACTOR CITY SECRETARY (S EAL) BY: _ Cont-ract .> i� rLz,zatio� John W. Stabile, President D at TITLE i APPROVED AS TO FORM AND P 0 Box 79380 Saginaw, TX 76179-0380 LEGALITY: ADDRESS ASST IT ATT RNEY November 1960 Revised May 1986 Revised September 1992 j LK SOIL TEST E 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: MALCOM CRAIG TO LANCASTER. MALCOM (W/S) DOE NO. : 4062 FUND CODE: 03 HOLE # 1 LAB NO: 26985 LOCATION: 2905 MALCOM (W/S) 3. 00" HMAC 10. 00" GRAYISH SANDY CLAY GRAVEL STONE 7 . 00" REDDISH BROWN CLAY ATTERBURG LIMITS: ' LL: 25.0- PL: 14 . 8 PI: 10.2 SHRKG: 5. 0% MUNSELL COLOR CHART: 5/6 STRONG BROWN SANDY CLAY UNIT WEIGHT: 138 .0 #/CFT HOLE # 2 LAB NO: 26986 LOCATION: 2921 MALCOM (C/L) 4 . 50" HMAC 8 .50"- GRAY SANDY CLAY- GRAVEL STONE 7 . 00" REDDISH BROWN CLAY ATTERBURG LIMITS: LL: 23.3 PL: 14 . 9 PI: 8. 4 SHRKG: 6.0% MUNSELL COLOR CHART: 5/4 .BROWN SANDY CLAY UNIT WEIGHT: 146.0 #/CFT HOLE # 3 LAB NO: 26987 LOCATION: 3001 MALCOMB (E/S) 3. 00" HMAC 9. 00" REDDISH BROWN SANDY CLAY GRAVEL STONE 8 . 00" REDDISH BROWN CLAY GRAVEL - ATTERBURG LIMITS: LL: 53.0 -PL: 25. 1 PI: 27. 9 .SHRKG: 14 . 0% MUNSELL COLOR CHART: 5/6 -YELLOWISH BROWN CLAY ' UNIT WEIGHT: 138 .0 #/CFT HOLE # 4 LAB NO: 26988 LOCATION: 3100 MALCOMB (C/L) 2 . 00" HMAC 9.00" REDDISH BROWN SANDY CLAY GRAVEL 9. 00" REDDISH BROWN CLAY ATTERBURG LIMITS: LL: 24. 8 PL: 14 . 9 PI: 9. 9 SHRKG: 6.0% MUNSELL COLOR CHART: 4/6 STRONG BROWN SANDY CLAY UNIT WEIGHT: 133.0 #/CFT Soil Test Page 1 of 4