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HomeMy WebLinkAboutContract 35561-A2STATE OF TEXAS S CITY SECRETARY CONTRACT NO.�j�J (No M&C Needed) COUNTY OF TARRANT S WHEREAS, the City of Fort Worth (City) and TranSystems Corporation Consultants, (Engineer) made and entered into City Secretary Contract No. 35561, (the Contract) which was authorized by the City Council by M&C C-22145 on the 29th day of May 2007; and WHEREAS, the Contract involves engineering services for the Following project. Storm Water Utility Project: Longstraw Channel Improvements, Project No. 00625, DOE No. 5554 WHEREAS, it has become necessary to execute Amendment No. 2 to said Contract to include an increased scope of work and revised maximum fee; NOW THEREFORE, City and Engineer, acting herein by and through their duly authorized representatives, enter into the Following agreement which amends the Contract. 1. Article 2 of the Contract is amended to include the additional engineering services specified in a proposal letter dated November 21, 2008, a copy of which is attached hereto and incorporated herein. The cost to City for the additional design services to be performed by Engineer total $12,375.00. 2. Article II of the Contract is amended to provide for an increase in the maximum fee to be paid to Engineer for all work and services performed under the Contract, as amended, so that the total fee paid by the City for all work and services shall not exceed the sum of $121,782.00. (,� ORIGINAL 3. All other provisions of the Contract and the prior amendment which are not expressly amended herein shall remain in full force and effect. EXECUTED on this the Tarrant County, Texas. ATTEST: City Secretary APPROVAL RECOMN�NDED: Greg ns, P.E. Acting r, Department of Transportation and Public Works TranSystems C ENGINEER By: day of D(e . , ti:on Consultants Name: Raul Pena, III, P.E. Regional Vice President 501 West 7"' Street, Suite 1100 Fort Worth, Texas 76102 APPROVED Assistant At LEGALITY: -2- APPROVED: 2008 , in Fort Worth, Fernando Costa Assistant City Manager t Syste1»0� November 21, 2008 Mr. Michael Owen, P.E. City of Fort Worth 1000 Throckmorton Street Fort Worth, TX 76102 TranSystems Bank of America Building 500 West 7`t' Street Suite 1 100 Fort Worth, TX 76102 Tel 817 339 8950 Fax 817 336 2247 www.transystems.com SUMMARY OF DESIGN FEE RE: Amendment No. 2 Storm Water Utility Projects — Longstraw Channel DOE # 5554 Storm Water Project No. P228-531200 2042800625 83 Dear Mr. Owen, Per your request, this amendment revises the previously approved Storm Water Utility Projects, City Secretary Contract No. 35561 design plans and contract documents. Specifically, this amendment includes the provision of Subsurface Utility Engineering for specific portions of the project. This work is to be included with and will augment the storm water evaluations and designs associated with the original contract. The specific work to be included is as follows: • Longstraw Channel — o Preparation of SUE Level B along 40' Drainage Right -of --Way between North Beach to Strawberry Way approximately 2250 LF. SUE —Longstraw Channel Administrative (10%) Fee on MWBE Firms Total Contract Amendment No. 2 Value: Contract value revisions are as follows: Original Contract Fee: $73,927.00 Amendment No. 1: 35 480.00 Amendment No. 2: 12 375.00 $ 11,250 = 1 125 Page 2 of 2 November 21, 2008 TOTAL CONTRACT $121,782.00 Thank you for your consideration. Please contact me should you require any additional information. Sincerely, TranSystems Corporation Consultants P. Schellbach, P.E. ' Municipal Services Team Leader Attachments G:IFWO610377tProjectMgmtlProposallAmendment 21Letter amendment_2_2008-11-21.doc 3tvrron ona & Associates, Inc. 1l0 1✓UPWfe.} ing— " s ll]S#lk B.Cf' (.1t'iMy Ergir'rv'etMg o $4XJ13F}1 t 31TCifi7l�iiUri November 17, 2008 Mr. Michael Hobbs, P.E. TranSystems, Inc. 500 West 7`s Street Suite 600 Fort Worth, Texas 76102 RE: Subsurface Utility Engineering Longstraw Channel Fort Worth, Texas Dear Mr. Hobbs: Gorrondona and Associates, Inc. (GA), is pleased to submit a cost proposal for Subsurface Utility Engineering (SITE) required for the above referenced project. This proposal is based on information obtained during our meeting and information received on November 5, 2008. Introc)<uction GA will perform the SUE work required for this project in general accordance with the recommended practices and procedures described in ASCE Publication CUASCE 38-02 (Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data). As described in the mentioned ASCE publication, four levels have been established to describe the quality of utility location and attribute information used on plans. The four quality levels are as follows: • Quality Level D (QL"D") —Information derived from existing records; • Quality Level C (QL"C") - QL"D" information supplemented with information obtained by surveying visible above -ground utility features such as valves, hydrants, meters, manhole covers, etc. • Quality Level B (QL"B") — Two-dimensional (x,y) information obtained through the application and interpretation of non-destructive surface geophysical methods. Also known as "designating" this quality level provides the approximate horizontal position of subsurface utilities within approximately one foot. • Quality Level A (QL"A") — Also known as "locating", this quality level provides precise three dimensional (x,y,z) information at critical locations by exposing specific utilities. Non- destructive vacuum excavation equipment is used to expose the utilities at specific points which are then tied down by survey. It is the responsibility of the SUE provider to perform due -diligence with regard to records research (QL "D") and acquisition of available utility records. The due -diligence provided for this project will consist of reviewing the "As -Built" documents previously compiled by others. Utilities that are not identified through these efforts will be here forth referred to as "unknown" utilities. GA personnel will scan the defined work area using electronic prospecting equipment and Ground Penetrating Radar (GPR) to search for "unknown" utilities. However, GA is not responsible for designating or locating these "unknown" utilities. 11 6707 Brentwood Stair Road •Suite 50 • Fort 1�lorth, Texas 76112 p 8i 7.a96.9424 •Fax 817.1oS.17o8 • �stiwa.ga-inc.not ti7r. Aii+:ha�l Hcsbba. P,1�. November 17, 2008 Page 2. of i Scone of Work Based on information provided by TranSystems, GA has developed a preliminary scope for the SITE work required for this project. The scope of work may be modified, with TranSystems concurrence, during the performance of the SITE fieldwork if warranted by actual field findings. The scope of this proposal includes Quality Level "B" SUE services between North Beach Street and Strawberry Way within the existing 40-foot drainage ROW. The length of this project is approximately 2,250 linear feet and includes designating in North Beach and Strawberry Way. All required surveying for this project will be completed by others. An electronic copy will be delivered to GA for review. Desinnating Procedures Prior to beginning field designating activities, GA's field manager will review the project scope of work and available utility records. Once these initial reviews are complete, the field manager and technicians will begin designating the approximate horizontal position of known subsurface utilities within the specified project limits. A suite of geophysical equipment (electromagnetic induction, magnetic) will be used to designate metallic/conductive utilities (e.g. steel pipe, electrical cable, telephone cable). Non-metallic/non-conductive utilities will be designated using other proven methods, such as rodding, and probing. Where access is available, a sonde will be inserted into the utility line (e.g. PVC gravity sewer pipe) to provide a medium for signal transmission, which can then be designated using geophysical equipment. Accurate collection and recording of designated utilities is a critical component of the SUE process. GA has developed a proven method of collecting and recording survey information once the utilities have been designated in the field. GA's field manager will produce detailed sketches depicting each utility as well as relevant surface features such as roadways, buildings, manholes, fire hydrants, utility pedestals, valves, meters, etc. Each utility will be labeled with a unique ID code. For example, if two buried electric cables exist on the project, one will be labeled E1 and the other E2. Paint and pin flags will be used to designate the utilities in the field. A labeled pin flag or paint mark will be used to mark each location where a survey shot is required. Shot points will typically be placed at 100-foot intervals on utilities running parallel to the alignment and at 50400t intervals on utility crossings. The locations will be numbered sequentially for each individual utility line. For example, if there are 50 shots required on buried electric line El, the points will be numbered El-1 through E1-50. Preliminary field sketches depicting the designated utilities will be prepared for use during subsequent surveying activities. These sketches will also be used to check the survey information for completeness and accuracy. Deliverables GA will produce a SITE file depicting the type and horizontal location of the designated utilities. Where no test -holes have been completed, the size and material type will be provided, only if the information is indicated on available record drawings. TranSystems will provide GA with base P:\PrujectslTruisystrms\Utility\L.cmgstr�++• Chmine�proposuLdix: titr. fVD hael HttUhs, P.t=.. Noventher 171 2008 1'ttgc 1 tti' 3 map/topographic files in Microstation V8 or AutoCad format for use in preparing the SLTE file. GA will utilize it's standard utility line styles and symbology to produce the utility file. Schedule Records review can commence upon receipt of a formal notice to proceed (NTP) from the TranSystems. Designating field work can commence within 2 days after receipt of NTP. GA estimates that the designating phase of work can be completed in eight (8) workdays. t GA proposes to perform the work on a linear foot basis of $5.00 per linear foot. Based on the schedule listed above and linear footage of 2,250 linear feet the project the cost for designating, QL"B" is eleven thousand, two hundred fifty dollars and 00/100 cents ($11,250.00). We look forward to working with you on this very important project. >f you have any questions or require additional information, please contact me. Sincerely, Gorrondona &Associates, Inc. Jeffrey K. Vick Division Manager P:1Prnjtrts\Tran.ystcrtts\Utility\t.ottostriw Cha�tnal\prttpasaLdoc