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Contract 47844-A1
AMENDMENT No. 1 CITY SECRETARY p�G 2016 TO CITY SECRETARY CONTRACT CONTRACT NO.:—q7 w- WHEREAlS, the City of Fort Worth (CITY) and Stream Water Group, Inc. , (ENGINEER) made and entered into City Secretary Contract No. 47844, (the CONTRACT) which was authorized by M&C C-27718 on the 17th day of May, 2016 in the amount of $329,450 . 00; and WHEREAS, the CONTRACT involves engineering services for the following project: Water and Sanitary Sewer Replacement, Contract 2016, WSM- A. WHEREAS, it has become necessary to execute Amendment No. 1 to the CONTRACT to include an increased scope of work and revised 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 I of the CONTRACT is amended to include the additional engineering services specified in a proposal dated June 13, 2016, a copy of which is attached hereto and incorporated herein. The cost to City for the additional design services to be performed by Engineer totals $135,502 . 00. 2 . Article II of the CONTRACT is amended to provide for an increase in the 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 be an amount of $464, 952 .00. 3. All other provisions of the Contract, which are not expressly amended herein, shall remain in full force and OFFICIAL RECORD CITY SECRETARY Page -1- FT, WORTH,TX effect. EXECUTED and EFFECTIVE as of the date last written by a signatory, below. APPROVED: City of Fort Worth ENGINEER Jam. Stream WatexAGroup, Inc. Jesus J. Chapa Shamsul Arefin, P.E. Assistant City Manager President DATE: 9�A - 1,6 DATE: q411 -6 APPROVAL RECOMMENDED: a �1( ' Christopher Harder, P.E. Acting Director, Water Department APPROVED AS TO FORM AND LEGALITY: M&C: C-27836 Date: August 02 , 2016 l zyt&*' Douglas W. Black Senior Assistant City Attorney ATTEST: ® �r� 0 Mary J. se City Secreta AS N L RECORD CRETARY RTH, TX Page -2- June 13, 2016 Tony Sholola, P.E. Engineering Manager Water Department, Engineering and Capital Improvements City of Fort Worth 1000 Throckmorton St, Fort Worth, TX 76102 Phone: (817) 392-6054 RE: Contract Amendment No. 1, Water and Sanitary Sewer Replacement Contract 2016 WSM-A, City Project No. 02693 Dear Mr. Sholola: The following is a summary of additional work requested for Amendment No. 1 to the above referenced project, per recent design meetings with City of Fort Worth Transportation and Public Works Department officials. Amendment No. 1: • Additional pavement design and provide necessary information for the locations as described in Exhibit 1 and locations shown on Attachment E. • Quality Level B (QL'B') SUE services for the locations shown on Attachment E. Amendment No. 1 Amount(see Exhibit B-3C): Paving Improvements (TPW): $135,502.00 Total Amendment No.1 $135,502.00 The current status of the contract between Stream Water Group, Inc and City of Fort Worth for the above referenced project is as follows: Original Contract Amount= $329,450.00 Amendment No.1 Amount= $ 135,502.00 Total Contract Amount including Amendment No. 1 = $464,952.00 Engineers Estimate of Probable Construction Cost- PART 1 - Paving Improvements (Exhibit B-4A1) $ 2,483,585 PART 2 -Paving Improvements (Exhibit B-4A2) $ 1,891,634 Total Paving Improvements (Exhibit B-4A) $4,375,219 PART 1 —Water Line Improvements (as shown in original contract) $ 1,534,746 PART 2 -Water Line Improvements (as shown in original contract) $ 987,981 PART 1 —Sanitary Sewer Improvements (as shown in original contract) $ 594,483 Total Water Line and Sewer Improvements (as shown in original contract) $3,117,210 Please process Amendment No. 1,to the Engineering Design Services: Water and Sanitary Sewer Replacement Contract 2016 WSM-A,City Project No.02693 in the amount of$135,502.00. If you require any additional information or have any questions regarding this matter,please give me a call at(817)446-4171 ext. 106. We appreciate the opportunity to provide engineering design services for the City of Fort Worth. Sincerely, Stream Water Group,Inc. _*9-- - Shamsul Arefin,P.E. President Copy:File 67,7 hicii ood '",tail Rd uiIi 23U . I urt worii, 'I\ , 1 17 . 11hont, 51+ -1-10 -1171 - I.a X 17.446.4335 �� � . . r,u'0M11t� IOLIJ).cum ATTACHMENT "A" Scope for Engineering Design Related Services for Street Improvements AMMENDMENT 1 DESIGN SERVICES FOR WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2016 WSM-A, CITY PROJECT NO. 02693 The scope set forth herein defines the work to be performed by the ENGINEER in completing the project. Both the CITY and ENGINEER have attempted to clearly define the work to be performed and address the needs of the Project. The scope set forth herein defines the work to be performed by the ENGINEER in completing the project. Paving Improvements Design Need En inee ina Design Services-Water and Sanitary Sewer Replacement Contract 2016,WSM-A Number of Number of Approx (existing top of (complete design, Length curb plan 8 plan 8 profile Location Limit Design Need (LF) profile)sheet including x-section) Part 1 Halloran Street Melvey Avenue to Need existing top of curb plan&profile 700 2 1 Drainage map,1 Camp Bowie Blvd except for the intersection of Alley at PIarProfile,and 1 X Halloran St(40 LF Alley at this location to Section Sheet be design with a portion of Halloran St at the intersection) Locke Avenue Halloran Street to Need existing top of curb plan&profile 1100 4 0 Bryant Irvin Rd.N. Malvey Avenue Halloran Street to Need existing top of curb plan&profile 1100 4 0 Bryant Irvin Rd.N. Marys Lane Garland Avenue to Need existing top of curb plan&profile 1250 3 0 Greenway Rd. Tex Boulevard Calmond Avenue to Need existing top of curb plan&profile 3430 9 0 Greenway Road Olive Place Curzon Avenue to Need existing top of curb plan&profile 1350 3 0 Hemsell Place Part 2 Farnsworth Avenue Faron Street to Need existing top of curb plan&profile 560 2 0 Home Street Goodman Avenue E.Dead End to Need existing top of curb plan&profile 1330 4 0 Prevost Street Fletcher Avenue Hervie Street to Need complete design 1100 0 1 Drainage map,3 Faron Street PIaNProfile,and 3 X Geddes Avenue Bourine Street to Faron to Boumie-Need complete design, 1100 2 1 Drainage map,1 Home Street Faron to Home-Need existing top of curb PIaNProfile,and 1 X Wellesley Avenue Merrick Street to Need complete design 600 0 1 Drainage map,1 Prevost Street PIaNProfile,and 1 X Houghton Avenue Como Park Drive to Need Complete Design from Lake Como 1240 2 1 Drainage map,1 Hervie Street Dr to Como Park Dr and existing top of PIaNProfile,and 1 X curb plan&profile from Hervie St to Lake Section Sheet Houghton Avenue Bourine Street to Need existing top of curb plan&profile 850 2 0 Home Street City of Fort Worth,Texas Attachment A PMO Release Date:06,19.2010 Page 1 of 13 WORK TO BE PERFORMED Task 1. Design Management Task 2. Conceptual Design Task 3. Preliminary Design Task 4. Final Design Task 5. Bid Phase Services Task 6. Construction Phase Services Task 7. ROW/Easement Services (N/A) Task 8. Survey and Subsurface Utility Engineering Services Task 9. Permitting (N/A) TASK 1. DESIGN MANAGEMENT. ENGINEER will manage the work outlined in this scope to ensure efficient and effective use of ENGINEER's and CITY's time and resources. ENGINEER will manage change, communicate effectively, coordinate internally and externally as needed, and proactively address issues with the CITY's Project Manager and others as necessary to make progress on the work. 1.1. Managing the Team • Lead, manage and direct design team activities • Ensure quality control is practiced in performance of the work • Communicate internally among team members • Task and allocate team resources 1.2. Communications and Reporting • Attend a pre-design project kickoff/chartering meeting with CITY staff to confirm and clarify scope, understand CITY objectives, and ensure economical and functional designs that meet CITY requirements • Conduct review meetings with the CITY at the end of each design phase • Prepare invoices, in accordance with Attachment B to this Standard Agreement and submit monthly in the format requested by the CITY. • Complete Monthly M/WBE Report Form and Final Summary Payment Report Form at the end of the project ASSUMPTIONS • 6 Monthly M/WBE Report DELIVERABLES A. Monthly invoices B. Monthly M/WBE Report Form and Final Summary Payment Report Form City of Fort Worth,Texas Attachment A PMO Release Date:08.27.2010 Page 2 of 13 TASK 2. CONCEPTUAL DESIGN (30 PERCENT). The Conceptual Design shall be submitted to CITY per the approved Project Schedule. The purpose of the conceptual design is for the ENGINEER to identify, develop, communicate through the defined deliverables, and recommend the design concept that successfully addresses the design problem, and to obtain the CITY's endorsement of this concept. ENGINEER will develop the conceptual design of the infrastructure as follows. 2.1. Data Collection • In addition to data obtained from the CITY, ENGINEER will research and make efforts to obtain pertinent information to aid in coordination of the proposed improvements with any planned future improvements that may influence the project. ENGINEER will also identify and seek to obtain data for existing conditions that may impact the project including; utilities, agencies (TxDOT and railroads), City Master Plans, and property ownership as available from the Tax Assessor's office. • The data collection efforts will also include conducting special coordination meetings with affected property owners and businesses as necessary to develop sewer re-routing plans. 2.2. Subsurface Utility Engineering • Provide Subsurface Utility Engineering (SUE) per Task 8. 2.3. The Conceptual Design Package shall include the following: • Preliminary cover and index of sheets including project limits, area location map and beginning and end station limits. • SUE Plan sheets sealed by a licensed professional engineer registered in the State of Texas. • Proposed phasing of any water, and sanitary sewer work that is included in this project documented in both the project schedule and narrative form. • Existing typical sections of the roadway to be constructed along with proposed typical sections which outline the proposed improvements. Typical sections shall include existing and proposed ROW, existing and proposed lane widths and direction arrows, existing and proposed curbs, sidewalks, and retaining walls. • Conceptual plan and profile sheets showing existing and proposed horizontal roadway alignments, existing and proposed ROW, existing and proposed sidewalks and driveways, proposed lane dimensions and lane arrows, existing drainage structures, city owned and franchise utilities, and existing roadway vertical alignments (profiles). • Estimates of probable construction cost. ASSUMPTIONS City of Fort Worth,Texas Attachment A PMO Release Date:08.27.2010 Page 3 of 13 • 8 sets of 11"X17" size plans will be delivered for the 30% design. • Traffic Control drawings will not be needed. • ENGINEER shall not proceed with Preliminary Design activities without written approval by the CITY of the Conceptual Design Package. DELIVERABLES A. Conceptual Design Package TASK 3. PRELIMINARY DESIGN (60 PERCENT). Preliminary plans and specifications shall be submitted to CITY per the approved Project Schedule. ENGINEER will develop the preliminary design of the infrastructure as follows. 3.1. Development of Preliminary Design Drawings and Specifications shall include the following: • Traffic Control Plan updated to reflect any changes as a result of the conceptual design submittal while also including all construction signage and pavement markings which will be in accordance with the latest edition of the Texas Manual on Uniform Traffic Control Devices. • A Project Control Sheet, showing all Control Points, used or set while gathering data. Generally on a scale of not less than 1:400. The following information shall be indicated for each Control Point: Identified (existing City Monument#8901, PK Nail, 5/8" Iron Rod); X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on City Datum only; descriptive location (i.e. set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). • SUE plan drawings. • Updated existing and proposed typical section sheets. • Updated roadway plan and profile sheets displaying station and coordinate data for all horizontal alignment P.C.'s, P.T.'s, P.I.'s; station and elevation data of all vertical profile P.C.'s, P.T.'s, P.I.'s, low points, and high points; lengths of vertical curves, grades, K values, e, and vertical clearances where required. • No less than two bench marks plan/profile sheet. • Bearings given on all proposed centerlines, or baselines. • Station equations relating utilities to paving, when appropriate. • Overall project easement layout sheet(s). • Intersection layout sheets including ROW lines, horizontal alignments, utilities, curbs, sidewalks, driveways, lane dimensions and arrows, and existing and proposed contours (0.25' intervals) City of FoY`Worth,Texas Attachment A PMO Release Date:08.27.2010 Page 4 of 13 • Preliminary roadway details to include curbs, curb expansion joints, driveways, sidewalks, and pavement details. • ENGINEER will delineate the watershed (only for the street locations which needs complete re-design) based on contour data and field verification and document existing street, right-of-way and storm drain capacities for the subject site. A drainage area map will be drawn at maximum V = 200' scale from available 2-foot contour data with the contours labeled. Data source and year will be provided by the CITY. Calculations regarding street and right-of-way capacities and design discharges (5-year and 100-year frequencies) at selected critical locations will be provided. Capacities of existing storm drain will be calculated and shown. All calculations shall conform to CITY criteria delineated in the CITY's Storm Water Management Design Manual. All locations in the project area where 100-year runoff exceeds available storm drain and right-of-way capacities shall be clearly identified. The ENGINEER's responsibility includes recommendations for improvements of the existing system as deemed reasonable and consistent with CITY standards. 3.2. Geotechnical Investigation/Pavement Design • Not included with project scope 3.3. Constructability Review • Prior to the 60 percent review meeting with the CITY, the ENGINEER shall schedule and attend a project site visit with the CITY Project Manager and Construction personnel to walk the project. The ENGINEER shall summarize the CITY's comments from the field visit and submit this information to the CITY in writing. 3.4. Public Meeting • After the preliminary plans have been reviewed and approved by the CITY, the ENGINEER shall attend public meeting to help explain the proposed project to residents. The CITY shall select a suitable location, prepare and mail the invitation letters to the affected customers. The ENGINEER shall coordinate with the CITY GIS staff to identify affected property owners/residents and develop a spreadsheet listing addresses of those to invite to the public meeting. 3.5. Utility Clearance • The ENGINEER will consult with the CITY's Transportation and Public Works Department, Water Department, and other CITY departments, public utilities, private utilities, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities (current and future) that have an impact or influence on the project. ENGINEER will design CITY facilities to avoid or minimize conflicts with existing utilities, and where known and possible consider potential future utilities in designs. • The ENGINEER shall upload individual DWF files for each plan sheet of the approved preliminary plan set to the designated project folder in Buzzsaw for forwarding to all utility companies which have facilities within the limits of the project. The DWF files should be created directly from the CAD files as opposed to PDF files. City of Fort Worth,Texas Attachment A PMO Release Date:08.27.2010 Page 5 of 13 ASSUMPTIONS • All storm water calculations and design shall conform to the City of Fort Worth Storm Water Management Design Manual, March 2006. • 8 sets of 11"X17" size plans will be delivered for the 60% design. • 2 sets of specifications will be delivered for the 60% design. • DWF files created from design CAD drawings will be uploaded to the designated project folder in Buzzsaw. • The CITY's front end and technical specifications will be used. The ENGINEER shall supplement the technical specifications if needed. • 0 sets of full size drawings will be delivered for Utility Clearance. • ENGINEER shall not proceed with Final Design activities without written approval by the CITY of the Preliminary Design plans. DELIVERABLES A. Preliminary Design drawings and specifications B. Estimates of probable construction cost TASK 4. FINAL DESIGN (90 PERCENT) AND FINAL CONSTRUCTION DOCUMENTS (100 PERCENT). • Upon approval of the Preliminary plans, ENGINEER will prepare construction plans as follows: • Final draft construction plans (90%) and specifications shall be submitted to CITY per the approved Project Schedule. • Following a 90% construction plan review meeting with the CITY, the ENGINEER shall submit Final Plans (100%) to the CITY per the approved Project Schedule. Each plan sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas. • The ENGINEER shall submit a final design estimate of probable construction cost with both the 90% and 100% design packages. This estimate shall use ONLY standard CITY bid items. ASSUMPTIONS • 4 sets of 11"X17" size drawings and 2 set specifications will be delivered for the 90% Design package. • A DWF file for the 90% Design will be created from design CAD drawings and will be uploaded to the project folder in Buzzsaw. • 4 sets of 11"X17" size drawings and 2 specifications will be delivered for the 100% Design package. City of Fort Worth,Texas Attachment A PMO Release Date:08.27.2010 Page 6 of 13 • A DWF file for the 100 % Design will be created from design CAD drawings and will be uploaded to the project folder in Buzzsaw. DELIVERABLES A. 90% construction plans and specifications. B. 100% construction plans and specifications. C. Detailed estimates of probable construction costs including summaries of bid items and quantities using the CITY's standard bid items and format. D. Original cover mylar for the signatures of authorized CITY officials. TASK 5. BID PHASE SERVICES. ENGINEER will support the bid phase of the project as follows. 5.1. Bid Support • The ENGINEER shall upload all plans and contract documents onto Buzzsaw for access to potential bidders. • Contract documents shall be uploaded in a .xIs file. • Unit Price Proposal documents are to be created utilizing CFW Bidtools only and combined in a specified spreadsheet workbook, Bid Proposal Worksheet Template, and will be populated and configured so that all pages are complete and the Summary Worksheet(s) in the workbook detail and automatically summarize the totals from the inserted Unit Price Proposal document worksheets. • Plan Sets are to be uploaded to Buzzsaw in two formats, .pdf and Awf files. The .pdf will consist of one file of the entire plan set. The Awf will consist of individual files, one for each plan sheet, and will be numbered and named in a manner similar to that of the plan set index. • The ENGINEER shall sell contract documents and maintain a plan holders list on Buzzsaw from documents sold and from Contractor's uploaded Plan Holder Registrations in Buzzsaw. • The ENGINEER will develop and implement procedures for receiving and answering bidders' questions and requests for additional information. The procedures shall include a log of all significant bidders questions and requests and the response thereto. The log shall be housed and maintained in the project's Buzzsaw folder titled Request for Information. The ENGINEER will provide technical interpretation of the contract bid documents and will prepare proposed responses to all bidders questions and requests, in the form of addenda. The ENGINEER shall upload all approved addenda onto Buzzsaw and mail addenda to all plan holders. • Attend the prebid conference in support of the CITY. City of Fort Worth,Texas Attachment A PMO Release Date:08.27.2010 Page 7 of 13 • Assist the CITY in determining the qualifications and acceptability of prospective contractors, subcontractors, and suppliers. • When substitution prior to award of contracts is allowed in the contract documents, the ENGINEER will advise the CITY as to the acceptability of alternate materials and equipment proposed by bidders. • Attend the bid opening in support of the CITY. • Tabulate and review all bids received for the construction project, assist the CITY in evaluating bids, and recommend award of the contract. A copy of the Bid Tabulation is to be uploaded into the project's Bid Responses folder on Buzzsaw. • Incorporate all addenda into the contract documents and issue conformed sets. 5.2 Mylar Drawings • The ENGINEER shall submit a set of sealed conformed mylar drawings for record storage. • Record Drawings shall also be submitted as an Adobe Acrobat PDF format (version 6.0 or higher) file and DWF format. There shall be one (1) PDF file and one (1) DWF file for the TPW plan set and a separate PDF and DWF file for the Water plan set. Each PDF and DWF file shall contain all associated sheets of the particular plan set. Singular PDF and DWF files for each sheet of a plan set will not be accepted. PDF and DWF files shall conform to naming conventions as follows: I. TPW file name example — "W-1956_org47.pdf" where "W-1956" is the assigned file number obtained from the CITY, "_org" designating the file is of an original plan set, "47" shall be the total number of sheets in this file. Example: W-0053_org3.pdf and K-0320_org5.pdf II. Water and Sewer file name example — "X-35667_org36.pdf' where "X- 35667" is the assigned file number obtained from the CITY, "_org" designating the file is of an original plan set, "36" shall be the total number of sheets in this file. Example: X-12755_org18.pdf Both PDF and DWF files shall be uploaded to the project's Record Drawing folder in Buzzsaw. For information on the proper manner to submit files and to obtain a file number for the project, contact the Department of Transportation and Public Works Vault at telephone number(817) 392-8426. File numbers will not be issued to a project City of Fort Worth,Texas Attachment A PMO Release Date:08.27.2010 Page 8 of 13 unless the appropriate project numbers and fund codes have been assigned and are in the Department of Transportation and Public Works database. ASSUMPTIONS • The project will be bid only once and awarded to one contractor. • construction documents will be sold to and made available on Buzzsaw for plan holders and/or given to plan viewing rooms. • construction documents will be printed and made available for purchase by planholders and/or given to plan viewing rooms. • 8 sets of 11"X17" size plans and specifications (conformed, if applicable) will be delivered to the CITY. • PDF and DWF files will be uploaded to Buzzsaw. • 1 copy full size (22" x 34") mylar plans (conformed, if applicable) will be delivered to the CITY. DELIVERABLES A. Addenda B. Bid tabulations C. Recommendation of award D. Construction documents (conformed, if applicable) E. Conformed mylar plans TASK 6. CONSTRUCTION PHASE SERVICES. ENGINEER will support the construction phase of the project as follows. 6.1 Construction Support • The ENGINEER shall attend the preconstruction conference. • After the pre-construction conference, the ENGINEER shall provide project exhibits and attend public meeting to help explain the proposed project to residents. The CITY shall select a suitable location and mail the invitation letters to the affected customers. • The ENGINEER shall visit the project site at requested intervals as construction proceeds to observe and report on progress. • The ENGINEER shall review shop drawings, samples and other submittals submitted by the contractor for general conformance with the design concepts and general compliance with the requirements of the contract for construction. Such review shall not relieve the Contractor from its responsibility for performance in accordance with the contract for construction, nor is such review a guarantee that the work covered by the shop drawings, samples and submittals is free of errors, City of Fort Worth,Texas Attachment A PMO Release Date:08.27.2010 Page 9 of 13 inconsistencies or omissions. The ENGINEER shall log and track all shop drawings, samples and other submittals in Buzzsaw. • As requested by the CITY, the ENGINEER shall provide necessary interpretations and clarifications of contract documents, review change orders, and make recommendations as to the acceptability of the work. • The ENGINEER shall attend the "Final" project walk through and assist with preparation of final punch list. 6.2 Record Drawings (Not included) ASSUMPTIONS • 0 site visits are assumed. • 0 submittal reviews are assumed. • 1 RFI's are assumed. • 0 Change Orders are assumed. DELIVERABLES B. Response to Contractor's Request for Information TASK 7. ROW/EASEMENT SERVICES. (Not Applicable) TASK 8. SURVEY AND SUBSURFACE UTILITY ENGINEERING SERVICES. ENGINEER will provide survey support as follows. 8.1. Design Survey • ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information needed by ENGINEER in design and preparation of plans for the project. Information gathered during the survey shall include topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations, location of buried utilities, structures, trees (measure caliper, identify overall canopy, and have qualified arborist identify species of trees), and other features relevant to the final plan sheets. Existing drainage at intersections will be verified by field surveys. Spot elevations will be shown on intersection layouts with cross slope to fit intersecting grade lines. • The minimum survey information to be provided on the plans shall include the following: — A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: — The following information about each Control Point; a. Identified (Existing. CITY Monument#8901, PK Nail, 5/8" Iron Rod) City of Fort Worth,Texas Attachment A PMO Release Date:08.27.2010 Page 10 of 13 b. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on CITY Datum only. c. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). — Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same coordinate system, as the Control. — No less than two horizontal bench marks, per line or location. — Bearings given on all proposed centerlines, or baselines. — Station equations relating utilities to paving, when appropriate. 8.2. Temporary Right of Entry Preparation and Submittal • Prior to entering property, the ENGINEER shall prepare, mail and obtain Temporary Right of Entry from landowners. • The documentation shall be provided in conformance with the checklists and templates available on the CITY's Buzzsaw site. 8.3. Subsurface Utility Engineering Provide Subsurface Utility Engineering (SUE) to Quality Level B (only to locate Gas line), as described below. The SUE shall be performed in accordance with Cl/ASCE 38-02. Quality Level D • Conduct appropriate investigations (e.g., owner records, County/CITY records, personal interviews, visual inspections, etc.), to help identify utility owners that may have facilities within the project limits or that may be affected by the project. • Collect applicable records (e.g., utility owner base maps, "as built" or record drawings, permit records, field notes, geographic information system data, oral histories, etc.) on the existence and approximate location of existing involved utilities. • Review records for: evidence or indication of additional available records; duplicate or conflicting information; need for clarification. • Develop SUE plan sheets and transfer information on all involved utilities to appropriate design plan sheets, electronic files, and/or other documents as required. Exercise professional judgment to resolve conflicting information. For information depicted, indicate: utility type and ownership; date of depiction; quality level(s); end points of any utility data; line status (e.g., active, abandoned, out of service); line size and condition; number of jointly buried cables; and encasement. Quality Level C (includes tasks as described for Quality Level D) • Identify surface features, from project topographic data and from field observations, that are surface appurtenances of subsurface utilities. City of Fort Worth,Texas Attachment A PMO Release Date:08.27.2010 Page 11 of 13 • Include survey and correlation of aerial or ground-mounted utility facilities in Quality Level C tasks. • Survey surface features of subsurface utility facilities or systems, if such features have not already been surveyed by a professional surveyor. If previously surveyed, check survey data for accuracy and completeness. • The survey shall also include (in addition to subsurface utility features visible at the ground surface): determination of invert elevations of any manholes and vaults; sketches showing interior dimensions and line connections of such manholes and vaults; any surface markings denoting subsurface utilities, furnished by utility owners for design purposes. • Exercise professional judgment to correlate data from different sources, and to resolve conflicting information. • Update (or prepare) plan sheets, electronic files, and/or other documents to reflect the integration of Quality Level D and Quality Level C information. • Recommend follow-up investigations (e.g., additional surveys, consultation with utility owners, etc.) as may be needed to further resolve discrepancies. • Provide Quality Level C to identify overhead utilities on the project and provide the overhead utility information on the SUE plan sheets. Level B (includes tasks as described for Quality Level C) • Select and apply appropriate surface geophysical method(s) to search for and detect subsurface utilities within the project limits, and/or to trace a particular utility line or system. • Based on an interpretation of data, mark the indications of utilities on the ground surface for subsequent survey. Utilize paint or other method acceptable for marking of lines. • Unless otherwise directed, mark centerline of single-conduit lines, and outside edges of multi-conduit systems. • Resolve differences between designated utilities and utility records and surveyed appurtenances. • Recommend additional measures to resolve differences if they still exist. Recommendations may include additional or different surface geophysical methods, exploratory excavation, or upgrade to Quality Level A data. • As an alternative to the physical marking of lines, the ENGINEER may, with CITY'S approval, utilize other means of data collection, storage, retrieval, and reduction, that enables the correlation of surface geophysical data to the project's survey control. Level A • Expose and locate utilities at specific locations. • Tie horizontal and vertical location of utility to survey control. • Provide utility size and configuration. • Provide paving thickness and type, where applicable. • Provide general soil type and site conditions and such other pertinent information as is reasonably ascertainable from each test hole site. 8.4. Construction Survey (Not Applicable) City of Fort Worth,Texas Attachment A PMO Release Date:08.27.2010 Page 12 of 13 TASK 9. PERMITTING. (Not Applicable) ADDITIONAL SERVICES NOT INCLUDED IN THE EXISTING SCOPE OF SERVICES Additional Services not included in the existing Scope of Services --CITY and ENGINEER agree that the following services are beyond the Scope of Services described in the tasks above. However, ENGINEER can provide these services, if needed, upon the CITY's written request. Any additional amounts paid to the ENGINEER as a result of any material change to the Scope of the Project shall be agreed upon in writing by both parties before the services are performed. These additional services include the following: • Negotiation of easements or property acquisition. • Services related to development of the CITY's project financing and/or budget. • Services related to disputes over pre-qualification, bid protests, bid rejection and re-bidding of the contract for construction. • Construction management and inspection services • Performance of materials testing or specialty testing services. • Services necessary due to the default of the Contractor. • Services related to damages caused by fire, flood, earthquake or other acts of God. • Services related to warranty claims, enforcement and inspection after final completion. • Services to support, prepare, document, bring, defend, or assist in litigation undertaken or defended by the CITY. • Performance of miscellaneous and supplemental services related to the project as requested by the CITY. 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DISCUSSION: On May 17, 2016 (Mayor and Council Communication (M&C) C-27718) the City Council authorized the execution of an Engineering Agreement with Stream Water Group, Inc., in the amount of $329,450.00 for the preparation of plans and specifications for the replacement of the water and/or sanitary sewer mains on various streets as identified in that M&C. Amendment No. 1 will provide additional services for pavement design to allow for the proposed water, sanitary sewer and street improvements for the streets identified on the following table to be advertised and constructed as one combined project to minimize disruption to residents and expedite construction of the project: Street From To Farnsworth Avenue 11 Faron Street Horne Street Fletcher Avenue Hervie Street 11 Faron Street Geddes Street 11 Bourine Street 11 Horne Street Goodman Avenue 11 Prevost Street-11 E. Dead End Halloran Street 11 Malvey Avenue 11 Camp Bowie Boulevard Locke Avenue Halloran Street Bryant Irvin Road Malvey Avenue 11 Halloran Street Brvant Irvin Road Wellesley Avenue 11 Merrick Street7l Prevost Street Mary's Lane 11 Garland Avenue 11 Greenway Road Olive Place 11 Curzon Avenue Hemsell Place Tex Boulevard 11 Calmont Avenue 11 Greenway Road Houghton Avenue Como Park Drive 11 Hervie Street _ Houghton Avenue Bourine Street 11 Horne Street Stream Water Group, Inc., proposes to perform the additional design services for a lump sum fee of $135,502.00. Staff considers the fee to be fair and reasonable for the scope of services proposed. Engineering for Water and Sanitary Sewer Replacement Contract 2016, WSM-A is one component of the overall project that includes project management, utility coordination, water/sanitary sewer and pavement ,construction, material testing, inspection and contingencies. The overall project budget is 1-"-. ,.�.--+ r.,,,vo+1-n ;o ., ' 9Yn-77SQIRrn^ Inn;IA.+a-Qioi')n1A Q/Z/9n1A M&C Review Page 2 of 3 $6,000,000.00. Design is expected to be completed by December 2016. Construction is anticipated to commence in March 2017 and estimated to be completed by August 2018. The project will have no impact on the operating budgets of the Water Department and the Transportation Public Works Department when completed. This project will be partially funded through the 2014 Bond Program. Available resources within the General Fund will be used to provide interim financing for these expenses until debt is issued. Once debt associated with this project is sold, bond proceeds will reimburse the General Fund in accordance with the statement expressing official Intent to Reimburse that was adopted as part of the ordinance canvassing the bond election (Ordinance No. 21241-05-2014). M/WBE OFFICE: Stream Water Group, Inc., agrees to maintain its initial SBE commitment of 12 percent that it made on the original Agreement and extend and maintain that same SBE commitment of 12 percent to this first amendment. Therefore Stream Water Group, Inc., remains In compliance with the City's BIDE Ordinance and attests to its commitment by its signature on the Acceptance of Previous SBE Commitment Form executed by an authorized representative of its company. The project is located in COUNCIL DISTRICT 3, Mapsco 74A, 74J, 74K, 74M, 74N, 74P, 74R and 74S. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that funds are be available in the current capital budget , as appropriated, of the 2014 Bond Program Fund. Pending Encumbrances/ DESCRIPTION Appropriat ions Ex enditures Remainin Balance W/S Repl. Contract 2016,WSM- A 34014 $149,052.00 $135,502.00 $13,550.00 TO Fund Department Account Project I Program Activity Budget I Reference# I Amount ID ID Year Chartfield 2 FROM Fund Department Account Project Program Activity Budget Reference# Amount ID ID Year Chartfield 2 34014 0200431 5330500 CO2693 CO2430 1 2016 14010199 $135,502.00 Submitted for City Manager's Office by: Jay Chapa (5804) Originating Department Head: John Carman (8246) Additional Information Contact: Liam Conlon (6824) b.++.-.•//..-..-.� l•�. +�o+ n+-n/. .� +�. +1 r». Lot/m rAiAzr ��,.�TTl-77GR1 RrrnnnrilrlotA—Q/7/7(11 F R/2/7(11 F M&C Review Page 3 of 3 ATTACHMENTS 6016WSMAAl SWG map1.pdf 6016WSMAAl SWG map2.pdf 6CI16WSMAAlSWG 1295 Form.pdf