The URL can be used to link to this page

R2024-093 2024-05-20 DocuSign Envelope ID.7CB5CBCF-3E02-4416-924C-2173E43ECBFF RESOLUTION NO. R2024-93 A Resolution of the City Council of the City of Pearland,Texas, authorizing a contract with GC Engineering, Inc.,for professional services associated with the Southwest Quadrant of Old Town Drainage Improvements and Transite Water Line Replacement Project, in the estimated amount of$830,378 00 BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS Section 1 That certain contract for professional services associated with the Southwest Quadrant of Old Town Drainage Improvements and Transite Water Line Replacement Project, a copy of which is attached hereto as Exhibit"A"and made a part hereof for all purposes, is hereby authorized and approved Section 2. That the City Manager or his designee is hereby authorized to execute and the City Secretary to attest a contract for professional services associated with Southwest Quadrant of Old Town Drainage Improvements and Transite Water Line Replacement Project. PASSED, APPROVED and ADOPTED this the 20th day of May, A.D , 2024 J IN COLE AYOR ATTEST (—DocuSIpned by: [ Fratitim 11$ar l aoco2fs31rrr41 ... FRANCES AGUILAR, TRMC, MMC '••,M1�1H1111gjNO'CITY SECRETARY 'Q 4� so APPROVED AS TO FORM _��` j.cn ,—DocuSlgned by: 12) DAN IRI M TOKER CITY ATTORNEY DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 EPW Contract Request Form All contract requests shall be submitted along with all supporting documentation two (2) weeks prior to agenda request (AR) deadline or proposed start date. All fields must be complete when submitted or the request will be returned. Contract Type: Professional Servic Contract Request Status: New Contract Name/ Project Name: Southwest Quadrant old Town Division: Capital Projects Contract#/ Project#: DR2307 Legal Vendor Name: GC Engineering,Inc. Vendor Address: 2502 Park Ave.,Pearland,Texas 77581 Vendor Contact Name He Title: chandi S.Rodrigo P.E.,Principal Vendor Phone Number: (346)-773-4406 Description Of Service/Prod Engineering Services related to drainage,paving,and utility improvements in the Southwest Quadrant Old p Town subdivision Requested: Amount Requested:$830,378.00 Term Effective Date: May 21,2024 Term End Date:July 24,2026 Length of Term: 26 mo. Quote/Bid#: Quote Type: Other- If othE Vendor Requested CPI: No # of Renewals Remaining: Previous Contract#: Scope of Work: The contract will include engineering services for the design of paving and drainage improvements. The improvements include mill and overlay of the pavement,removal and replacement of driveways,sidewalk,and driveway culverts,storm sewer and inlet installation,utility adjustments,and regrading the roadside ditches to improve the drainage conveyance. It also includes the design the water systems to replace the transite waterlines within the project area.The contract further includes surveying, geotechnical,utility coordination,traffic control,bid phase and construction phase administration. Is service/product warrantied: No If so, provide copy of warranty or description below Warranty Description: Proposed Council Date: May 20,2024 Account Number for Funding: Amount Budgeted: GL#522-300-345.5600.010 Amount Budget:$1,131,000.00 DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 Supporting Documentation Acknowledgment The below information is listed as a reminder and not intended to be a full list. Please refer to the Purchasing Policies for further information and requirements. If utilizing a quote, please verify the following: ➢ Quote is dated within the last 30 days ➢ 3 quotes were obtained (if over$3000) ➢ HUB verification is complete Are you utilizing a Coop? Please verify the following: ➢ A copy of the contract is attached ➢ If original contract is expired, a copy of the renewal letter is included ➢ If a % off list price is referenced, price list must be attached ➢ HUB verification is complete Is vendor a sole source? ➢ A copy of the sole source letter is attached ➢ HUB verification is complete By signing below, I acknowledge that I have verified and provided all required documentation and have followed the established deadlines where applicable. Signature: 51� Z_ez Date: 05.13.2024 DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 CONTRACT FOR PROFESSIONAL SERVICES THIS CONTRACT is entered into upon final execution by and between the City of Pearland ("CITY") and GC Engineering, Inc. ("CONSULTANT"). The CITY engages the CONSULTANT to perform professional services for a project known and described as Southwest Quadrant Old Town("PROJECT"). (Project#DR2307 Contract# ) SECTION I- SERVICES OF THE CONSULTANT The CONSULTANT shall perform the following professional services to CITY standards and in accordance with the degree of care and skill that a professional in Texas would exercise under the same or similar circumstances: A. The CONSULTANT shall render the following professional engineering services: engineering services related to drainage, paving and utility improvements. See Exhibit A, attached, for a detailed SCOPE OF WORK and PROJECT schedule. The PROJECT schedule shall be submitted in digital and hard copy form in the Microsoft Project for Windows format. B. The CONSULTANT shall prepare and submit a detailed opinion of estimated cost of the PROJECT. C. The CONSULTANT acknowledges that the CITY (through its employee handbook) considers the following to be misconduct that is grounds for termination of a CITY employee: Any fraud, forgery, misappropriation of funds, receiving payment for services not performed or for hours not worked, mishandling or untruthful reporting of money transactions, destruction of assets, embezzlement, accepting materials of value from vendors, or consultants, and/or collecting reimbursement of expenses made for the benefit of the CITY. The CONSULTANT agrees that it will not, directly or indirectly; encourage a CITY employee to engage in such misconduct. D. The CONSULTANT shall submit all final construction documents in both hard copy and electronic format. Plans shall be AutoCAD compatible and all other documents shall be Microsoft Office compatible. The software version used shall be compatible to current CITY standards. Other support documents, for example, structural calculations, drainage reports and geotechnical reports, shall be submitted in hard copy only. All Record Drawings electronic files shall be submitted to the CITY in TIF format. E. The CONSULTANT recognizes that all drawings, special provisions, field survey notes,reports,estimates and any and all other documents or work product generated by the CONSULTANT under the CONTRACT shall be delivered to the CITY upon request, shall become subject to the Open Records Laws of this State. F. The CONSULTANT shall procure and maintain for the duration of this Agreement, insurance against claims for injuries to persons, damages to property, or any errors Design 1 of 7 D2.Revised 04/2019 DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 and omissions relating to the performance of any work by the CONSULTANT, its agents, employees or subcontractors under this Agreement, as follows: (1) Workers' Compensation as required by law. (2) Professional Liability Insurance in an amount not less than $1,000,000 in the aggregate. (3) Comprehensive General Liability and Property Damage Insurance with minimum limits of $1,000,000 for injury or death of any one person, $1,000,000 for each occurrence, and $1,000,000 for each occurrence of damage to or destruction of property. (4) Comprehensive Automobile and Truck Liability Insurance covering owned, hired, and non-owned vehicles, with minimum limits of $1,000,000 for injury or death of any one person, $1,000,000 for each occurrence, and $1,000,000 for property damage. The CONSULTANT shall include the CITY as an additional insured under the policies, with the exception of the Professional Liability Insurance and Workers' Compensation. The CONSULTANT shall agree to waive its Right to Subrogation. Certificates of Insurance and endorsements shall be furnished to the CITY before work commences. Each insurance policy shall be endorsed to state that coverage shall not be suspended, voided, canceled, and/or reduced in coverage or in limits ("Change in Coverage") except with prior written consent of the CITY and only after the CITY has been provided with written notice of such Change in Coverage, such notice to be sent to the CITY either by hand delivery to the City Manager or by certified mail, return receipt requested, and received by the City no fewer than thirty (30) days prior to the effective date of such Change in Coverage. Prior to commencing services under this CONTRACT, CONSULTANT shall furnish CITY with Certificates of Insurance, or formal endorsements as required by this CONTRACT, issued by CONSULTANT'S insurer(s), as evidence that policies providing the required coverage, conditions, and limits required by this CONTRACT are in full force and effect. G. The CONSULTANT shall indemnify and hold the CITY, its officers, agents, and employees, harmless from any claim, loss, damage, suit, and liability of every kind for which CONSULTANT is legally liable, including all expenses of litigation, court costs, and attorney's fees, for injury to or death of any person, for damage to any property, or errors in design, any of which are caused by the negligent act or omission of the CONSULTANT,his officers, employees, agents, or subcontractors under this CONTRACT. H. All parties intend that the CONSULTANT, in performing services pursuant to this CONTRACT, shall act as an independent contractor and shall have control of its own work and the manner in which it is performed. The CONSULTANT is not to be considered an agent or employee of the CITY. Design 2 of 7 D2 Revised 04/2019 DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 SECTION II-PERIOD OF SERVICE This CONTRACT will be binding upon execution and end July 24, 2026. SECTION III- CONSULTANT'S COMPENSATION A. The total compensation for the services performed shall not exceed the total noted in Section B. B. The CITY shall pay the CONSULTANT in installments based upon monthly progress reports and detailed invoices submitted by the CONSULTANT based upon the following: 1. Basic Services (Not to Exceed) $671,698.00 2. Additional Services shall require independent and specific authorization and shall be billed as (Not to Exceed): $128,333.00 3. Bid Phase Services (Hourly Not to Exceed) $8,374.00 4. Construction Phase Services (Hourly Not to Exceed) $21,973.00 5. Reimbursable Expenses (Not to Exceed) $0.00 6. Total: $830,378.00 C. The CITY shall make payments to the CONSULTANT within thirty(30)days after receipt and approval of a detailed invoice. Invoices shall be submitted on a monthly basis. D. CONSULTANT shall invoice for work performed during the preceding thirty day period("Billing Period"). The Billing Period shall run from the 26th day to the 251h day of each consecutive month. Invoices shall be submitted to CITY not more frequently than once every 30 days. CONSULTANT shall be responsible for timely submittal of all invoices and CONSULTANT shall not be entitled to payment for invoices in arrears. All invoices shall reflect most recent single Billing Period only and represent the true, correct and accurate account of work performed during the Billing Period. E. For an agreed contract amount identified as "Lump Sum", Not to Exceed" and "Reimbursable"the CONSULTANT shall not exceed the fixed contractual amount without written authorization in the form of a Contract Amendment. CONSULTANT shall provide 45 days prior notice to the CITY in the event contract fees may exceed the fixed contract amount. CONSULTANT shall be responsible for ensuring that such authorization is complete and executed by all parties Design 3 of 7 D2 Revised 04/2019 DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 performing any work or submitting any invoices for work that exceeds the fixed contract amount under any expense category. F. Allowable Reimbursable Expenses CONSULTANT shall identify and include in the proposal any anticipated Reimbursable Expenses, and shall itemize Reimbursable Expenses by work category. Reimbursable Expenses shall be invoiced AT COST without subsequent markup by the CONSULTANT. All invoices containing a request for Reimbursable Expenses shall include copies of the original expense receipts itemized per the allowable category. Allowable Reimbursable Expenses include: • Hard copy reproductions, copies and/or binding costs • Postage • Mileage, for travel from Consultant's local office (within a 25 mile radius) to meetings at the City or job-site. Mileage shall be charged at the current IRS rates. • Travel expenses, mileage from local office to State or federal regulatory agency office beyond 100 miles. • Lodging expenses, for destinations beyond 100 miles from the Consultant's local office AND when business hours exceed eight hours within one business day OR requires more than one eight hour day. F.2. Disallowed Expenses Disallowed Expenses include travel expenses for professional expertise traveling into the greater Houston area from Consultant offices outside of the greater Houston area. SECTION IV- THE CITY'S RESPONSIBILITIES A. The CITY shall designate a project manager during the term of this CONTRACT. The project manager has the authority to administer this CONTRACT and shall monitor compliance with all terms and conditions stated herein. All requests for information from or a decision by the CITY on any aspect of the work shall be directed to the project manager. B. The CITY shall review submittals by the CONSULTANT and provide prompt response to questions and rendering of decisions pertaining thereto, to minimize delay in the progress of the CONSULTANT'S work. The CITY will keep the CONSULTANT advised concerning the progress of the CITY'S review of the work. The CONSULTANT agrees that the CITY'S inspection,review, acceptance or approval of CONSULTANT'S work shall not relieve CONSULTANT'S responsibility for errors or omissions of the CONSULTANT or its sub- Design 4 of 7 D2 Revised 04/2019 DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 consultant(s) or in any way affect the CONSULTANT'S status as an independent contractor of the CITY. SECTION V- TERMINATION A. The CITY, at its sole discretion,may terminate this CONTRACT for any reason -- with or without cause--by delivering written notice to CONSULTANT personally or by certified mail at 2502 Park Ave., Pearland, TX 77581. Immediately after receiving such written notice, the CONSULTANT shall discontinue providing the services under this CONTRACT. B. If this CONTRACT is terminated, CONSULTANT shall deliver to the CITY all drawings, special provisions, field survey notes, reports, estimates and any and all other documents or work product generated by the CONSULTANT under the CONTRACT, entirely or partially completed, together with all unused materials supplied by the CITY on or before the 15th day following termination of the CONTRACT. C. In the event of such termination, the CONSULTANT shall be paid for services performed prior to receipt of the written notice of termination. The CITY shall make final payment within sixty(60) days after the CONSULTANT has delivered to the CITY a detailed invoice for services rendered and the documents or work product generated by the CONSULTANT under the CONTRACT. D. If the remuneration scheduled under this contract is based upon a fixed fee or definitely ascertainable sum,the portion of such sum payable shall be proportionate to the percentage of services completed by the CONSULTANT based upon the scope of work. E. In the event this CONTRACT is terminated, the CITY shall have the option of completing the work, or entering into a CONTRACT with another party for the completion of the work. F. If the CITY terminates this CONTRACT for cause and/or if the CONSULTANT breaches any provision of this CONTRACT, then the CITY shall have all rights and remedies in law and/or equity against CONSULTANT. Venue for any action or dispute arising out of or relating to this CONTRACT shall be in Brazoria County, Texas. The laws of the State of Texas shall govern the terms of this CONTRACT. The prevailing party in the action shall be entitled to recover its actual damages with interest, attorney's fees, costs and expenses incurred in connection with the dispute and/or action. CONSULTANT and CITY desire an expeditious means to resolve any disputes that may arise between under this CONTRACT. To accomplish this,the parties agree to mediation as follows: If a dispute arises out of or relates to this CONTRACT, or the breach thereof, and if the dispute cannot be settled through negotiation, then the parties agree first to try in good faith, and before pursuing any legal remedies, to settle the dispute by mediation of a third party who will be selected by agreement of the parties. Design 5 of 7 D2 Revised 04/2019 DocuSign Envelope ID:82AF7340-lA52-4A37-SAFB-49lA3F820A18 SECTION VI—ENTIRE AGREEMENT This CONTRACT represents the entire agreement between the CITY and the CONSULTANT and supersedes all prior negotiations, representations, or contracts, either written or oral. This CONTRACT may be amended only by written instrument signed by both parties. SECTION VII—COVENANT AGAINST CONTINGENT FEES The CONSULTANT affirms that he has not employed or retained any company or person, other than a bona fide employee working for the CONSULTANT to solicit or secure this CONTRACT, and that he has not paid or agreed to pay any company or person,other than a bona fide employee, any fee, commission, percentage brokerage fee, gift, or any other consideration, contingent upon or resulting from the award or making of the CONTRACT. For breach or violation of this clause, the CITY may terminate this CONTRACT without liability,and in its discretion,may deduct from the CONTRACT price or consideration, or otherwise recover, the full amount of such fee, commission, percentage brokerage fee, gift, or contingent fee that has been paid. SECTION VIII- SUCCESSORS AND ASSIGNS This CONTRACT shall not be assignable except upon the written consent of the parties hereto. DocuSigned by: E �� 5/21/2024 1 3:57 PM CDT F838B,2DC,46423... - - CITY OF PEARLAND, TEXAS DATE M /6, 2,0 2_-.Lf- CONSULTANT DATE Design 6 of 7 D2 Revised 04/2019 DocuSign Envelope ID:82AF7340-1A52-4A37-SAFB-491A3F820A18 ?V�NEEH/,yCZ GC Engineering, Inc. 2505 Park Avenue,Pearland,Texas 77581 Phone:(281)412-7008,Fax:(281)412-4623 www.gc-engineering.com April 2, 2024 Ms. Jennifer Lee, Senior Project Manager Engineering & Public Works City of Pearland 2016 Old Alvin Rd Pearland, TX 77581 RE: Southwest Quadrant of Old Town (McLean to SH35 south of Broadway) Project, City of Pearland, Pearland, Texas Dear Ms. Lee: Enclosed, please find the proposal for Southwest Quadrant of Old Town Project revised based on the City's comments on February 29, 2024 and subsequent discussions with the City on waterline replacement. We do appreciate the opportunity to be of service to you on this important project. If you have any questions or need additional information, please contact Mahendra at (346) 773-4404 or me at (346) 773-4406. Sincerely, GC ENGINEERING, INC. U Chandi S. Rodrigo, P.E. Principal Enclosure: DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 EXHIBIT A • SCOPE OF SERVICES FOR Southwest Quadrant of Old Town (McLean to SH35 south of Broadway) Project Submitted on: 4/02/2024 Design 1 of 11 D13.Revised 2022 DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 Project Description The City of Pearland(City)requested that GC Engineering, Inc. (GCE)provide professional engineering services for drainage improvement design for the southwest quadrant of The Old Town Site. GCE has performed a conceptual drainage study for the project and provided the City with a Preliminary Engineering Letter Report for the project in October 2022 (PELR). Exiting Conditions: The project area is mostly residential, approximately 80.7 acres in size, and located at the southwest quadrant of the SH-35BNSF Railroad Track and Broadway St. intersection and is also known as Old Town. The project is bounded by Broadway Street to the north, BNSF Railroad Track to the east, Walnut Street to the south and McLean Road to the west. Project location map is shown in Exhibit 1. The existing drainage system in the project area consists mainly of shallow storm sewers (approximately 18-in to 24-in dia.) and shallow roadside ditches on either side of the roadways draining mostly to the south towards Walnut Street. A contributing factor for flooding in the area is that the existing storm sewer system has not been sized to capture all the overland flows within the neighborhoods in the project area. The intent of the proposed project is to improve local drainage and conveyance to reduce flooding. Based on the discussions with the City and review of the City's online GIS mapping system, it is understood that there is a relatively new and adequately sized existing storm sewer trunkline west and east of Veterans Drive. The storm sewer sizes ranging from 9'x4' thru 11'x4' RCB trunkline that runs along Walnut Street approximately from the west side of Walnut Bend Blvd and 30" RCP thru 10'x4' RCB trunkline that runs approximately from Sacramento Drive, both outfall into Veterans Drive storm sewer trunkline system, ultimately draining south toward Mary's Creek. The City also indicated that the storm sewer trunkline along Veterans Drive from Walnut Street to Mary's Creek is currently under design by Others. In addition to the above, there is also an existing ditch on the west side of BNSF Railroad Track, that outfalls to Marys' Creek to the south. Based on FEMA FIRM Map Nos. 48039CO041K and 48039CO035K for Brazoria County dated December 30, 2020, most of the project area lies within the 100-Yr floodplain, and entirely within the 500-Yr floodplain of Mary's Creek. There are existing 6" to 10" dia. sanitary sewer service lines that run within the project area which tie into the 15"to 2 1" dia. sanitary sewer trunk lines located on the north side of Walnut St. Right-of-Way (ROW), which ultimately flows east toward the existing wastewater lift station located on Walnut Street between Texas Avenue and Sacramento Avenue. Based on the review of the City's GIS map, it appears that the sanitary sewer lines run mostly in the back of the lots, except at few streets such as Austin Ave. (approximately 5 ft deep sewer), Texas Ave. (approximately 9 ft deep sewer), and Sacramento Ave (approximately 5 ft deep sewer), the service lines appear to run in the front, within the street ROWS. Other utilities include overhead electric lines, underground natural gas lines, and overhead and underground communication lines. There are also existing water mains varying in sizes from 6" to 12" dia. running mostly in the front of the lots and within the street ROW. Based on the review of the City's GIS map, waterlines in the project area Design 2 of 11 D13.Revised 2022 DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 are Asbestos Concrete (AC) lines, except along Johnston Street and along Broadway Street between Texas Avenue and BNSF Railroad are PVC lines. The specific information on existing waterline (WL)s as revealed from the City's GIS mapping is presented in Exhibit 2 and summarized below: Existing WL Existing WL Existing WL Diameter Length Material (inches) (feet) PVC 6 665 AC 2 2,149 AC 6 4,567 AC 10 2,482 AC 12 618 Total Length 10,481 AC-Asbestos Concrete PVC- polyvinyl chloride The proposed drainage system for the project that was presented in the PELR is shown in Exhibit 4. GCE's recommendations outlined in the PELR are summarized as follows: • Removal and replacement of the existing culverts/ditches with adequately sized storm sewers. • Reconstruction of affected sidewalks and driveways, • 2-inch mill and overlay of the existing asphalt pavements within the project area, and • Reroute/reconnect existing water leads, as required. Based on the condition of the existing waterlines including the age, the material (AC), size (approximately 70%undersized), and potential major conflicts, the City directed replacing the AC waterlines (approximately 9,820')with appropriately sized PVC lines within the project area. Proposed Project: Based on the conceptual drainage study performed in October 2022, the City intends to replace the existing drainage system with a adequately sized drainage system (storm and ditch) to convey storm runoff to the existing storm trunkline along Walnut Street (sizes ranging with 30-in RCP, 4'x4', 8'x4', 10'x4' RCB east of Veterans Dr and 9'x4', 11'x4' RCB west of Veterans Dr.)which outfalls into the existing storm sewer trunkline system at Veterans Drive, which ultimately drains south toward Mary's Creek. The proposed improvements include replacing the existing storm sewer system with new storm sewer system to convey 2-year peak flows, and provision of other improvements including reconstruction of the sidewalks and driveways, overlay of existing asphalt pavements, and abandoning/replacing the existing AC water lines and water leads. Design 3 of 11 D13.Revised 2022 DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 It is estimated that the project area consists of a total roadway length of approximately 12,150 feet as indicated below. Street name Limits Approx. Length (in ft.) W. Walnut Street (St.) East of McClean Rd. to Austin Ave. 1,750 Johnston St. W. Walnut St.to Broadway St. 655 Austin Avenue (Ave.) W. Walnut St.to Broadway St. 1,210 Pearland Ave. W. Walnut St.to Broadway St. 1,285 San Antonio Ave. W. Walnut St.to Broadway St. 1,315 Washington Ave. W. Walnut St.to Broadway St. 1,315 Texas Ave. W. Walnut St.to Broadway St. 1,315 Sacramento Ave. W. Walnut St.to W. Pear St. 650 W. Pearl St. Austin Ave.to west of BNSF Railroad 1,765 Ray St. Broadway St.to Austin Ave. 890 Total Length 12,150 BASIC SERVICES: GCE shall render the following professional Civil Engineering services to the City in connection with the drainage improvements of the Project. 1. Preliminary Design Phase Services A. Data Collection GCE collected the following as part of the Conceptual Drainage Study performed in September 2022: 1. Available drainage plans, utility plans, and engineering reports for the project area, 2. Latest LiDAR, topographic and aerial mapping for the area,6 3. Available latest floodplain mapping for Mary's Creek in the project vicinity, 4. Available information on recent developments within the project area. GCE shall perform the following additional work as part of the data collection effort: 1. Conduct a preliminary site reconnaissance to identify site constraints, if any, occurred subsequent to September 2022, such as existing drainage structures, visible drainage issues, visible utilities, neighboring developments, and site access. 2. Review and compile the information gathered. B. Surveying Field surveying work shall be performed by Weisser Engineering & Surveying (WES). GCE shall administer the survey work by WES and coordinate with the City. Field survey work comprises of, topography, establishing existing ROW, establishing horizontal and vertical control points, and survey of utilities as revealed from field observations and utility survey. Design 4 of 11 D13.Revised 2022 DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 The scope of work for surveying tasks by WES is enclosed. C. Geotechnical Geotechnical work shall be performed by Geotest Engineering, Inc. (Geotest). GCE shall administer the geotechnical work by Geotest and coordinate with the City. Geotechnical study consists of drilling 14 soil borings, each to a depth of 12 feet, soil sampling, and geotechnical lab testing, and providing recommendations for open cut excavation for proposed storm sewer installation and pavement thickness (rigid and flexible) including subgrade stabilization. The scope of work for geotechnical tasks by Geotest is enclosed. D. Utility Coordination GCE's services shall include identification of utility conflicts, utility coordination, and resolution of utility conflicts within the project limits. Based on the project survey information, GCE shall make a preliminary determination as to potential utility conflicts. GCE shall prepare a utility conflict table showing utilities in conflict whether relocation is likely. GCE shall also prepare a Utility Layout from the information gathered above. The layout shall include existing utilities, which are to remain in place or be abandoned, and utilities to be adjusted. GCE shall utilize the layout of existing utilities as prepared, if available, and make a determination of the following: • Determine temporary/permanent relocation needs for water and sanitary sewers. • Coordinate dry utility relocation needs including gas, cable, telephone, electric, etc. The City will conduct a utility coordination meeting with the affected utility companies. GCE shall attend the utility coordination meeting and shall prepare meeting minutes for the City. GCE shall also obtain signatures from utility companies on the title sheet of construction plans. If requested by the City, GCE shall perform a utility relocation design as an out-of-scope service. E. Drainage Design As part of the preliminary engineering phase, GCE conducted a conceptual drainage study and prepared PELR. GCE shall meet with the City to discuss the findings and recommendations and to receive the City's input on developing a basis for the project design. Based on the findings from the conceptual drainage study performed, GCE shall perform a final drainage design to develop the existing and proposed hydrologic and hydraulic conditions, and improved storm drainage system for the project area. GCE's proposed work include the following: 1. Develop overall drainage area(s) for the study. Design 5 of 11 D13.Revised 2022 DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 2. Develop sub-drainage areas including: 1) Calculate the percent impervious/discharge coefficients. 2) Calculate time of concentrations. 3) Develop the 2-yr storm event flows for the drainage areas. 3. Utilize spreadsheet calculations and/or WinStorm software for the flow computations and sizing of the conveyance system. 4. Develop starting collection system flow line elevations and tailwater elevations. 5. Compile top of pavement and curb elevations and determine inlet sizes and storm sewer pipe sizes. 6. Perform/finalize the conceptual drainage design to upsize and/or replace the existing storm sewer and ditch system to convey peak flows from the 2-Yr design event for the project area utilizing NOAA Atlas 14 rainfall intensities. The drainage design shall not include check for the 100-Yr. design event per City's direction. 7. Review available as-built data and project survey for public and private, wet and dry utilities for conflicts and potential redesign and relocations. 8. Identify,plan for, and incorporate necessary revisions and upgrades to existing infrastructure associated with drainage objectives. 9. Coordinate the work of this project with that of adjacent present and future projects as necessary. 10. Prepare drainage exhibits including drainage area plans and storm sewer layouts. Drainage Plans shall show locations of pavement and driveway repair/replacement as well as utility relocations based on the available as-built data, site visits, and project survey. F. Waterline Design GCE shall design waterlines including the appurtenances within the project area. The design shall include the following: 1. Replace AC waterlines with PVC waterlines with a minimum diameter of eight(8) inches, 2. Provide water valves, ARVs, connections to fire hydrants, and other appurtenances, 3. Provide service connections to existing water meter locations, 4. Design connections between new PVC lines to existing AC lines, 5. Design trenchless installation where needed such as at seven (7) waterline crossings on Walnut Street, 6. Develop a staging/sequencing plan to avoid/minimize outage to individual households, and 7. Prepare Waterline Plan. Design 6 of 11 D13.Revised 2022 DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 G. Prepare and Submit 30% Plans It is estimated that the 30% Submittal shall include the following: 1) Geotechnical Report with borehole location logs & design recommendations; 2) Field Survey; 3) Utility conflict table. 4) 30% Design Plans including: i. Title sheet and Index sheet ii. General Notes, Project Notes, and Brazoria Drainage District No. 4 (BDD4)Notes. iii. Proposed Paving and Drainage Improvement Plan, iv. Proposed waterlines, v. Preliminary traffic control plans, and vi. Typical sections. 5) 30% Engineers Opinion of Construction Cost. GCE shall attend 30% submittal discussion meeting with the City. GCE shall also prepare meeting minutes capturing discussion/agreements from 30% submittal meeting. 2. Design Phase Services Upon review and approval of the 30%Plans by the City, GCE shall initiate Final Design. Final design will include necessary engineering services for preparation of plans and specifications for the project at 60%, 90% and Final completion levels. A. PS&E Preparation/Deliverables GCE will prepare final plans, details, specifications, and cost estimate in accordance with the City's Design Criteria Manual. This will include: 1. Prepare and Submit 60% Plans Work shall include the following: I. Responses to 30% Submittal Comments (PDF). 2. Submit 60%plans to utility companies and coordinate work for relocation or service changes, if required. 3. Coordinate with external regulatory and permitting agencies, including TCEQ and BDD4. 4. 60% design plans in electronic format for the City's review and comments. 5. Table of Contents and List of Specifications. 6. Utility Conflict Table. 7. 60% Engineers Opinion of Construction Cost. GCE shall submit drawings in electronic format for the City's review and comments. GCE shall attend 60% submittal discussion meeting with the City. GCE shall also prepare meeting minutes capturing discus sion/agreements from 60% submittal meeting. Design 7 of 11 D13.Revised 2022 DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 2. Prepare and Submit 90% Plans GCE shall address the City's 60%Plan comments and submit 90% submittal for the City's review and comments. 90% Submittal is anticipated to consist of the following: 1. Responses to 60% Submittal Comments (PDF). 2. Utility signatures on plan cover sheet from private utility companies. 3. 90% Design Plans. 4. Bid form. 5. Completed"front end documents". 6. 90% Engineers Opinion of Probable Construction Cost. 3. Prepare and Submit Final(100%) Plans GCE shall address the City's 90% Plan comments and submit 100% submittal for the City's review and comments. 100% Submittal is anticipated to consist of the following: 1. Responses to 90% Submittal Comments (PDF). 2. Table of Contents and List of Specifications. 3. Final Engineers Opinion of Probable Construction Cost. 4. Submit applications for necessary permits. 5. Final plans for the City Engineer's signature. 6. Prepare bid sets for distribution via the City's e-bid system. 7. Prepare exhibits and attend one Public Comment Meeting, if applicable. B. Traffic Control and Signing and Pavement Marling Plans GCE shall prepare Traffic Control Plans (TCP) for the project and attend a meeting with the City to discuss traffic staging, road detours, anticipated durations, as well as coordination with public and affected agencies. GCE shall coordinate with the agencies including local ISD, Emergency Services, and US Postal Service. Upon receipt of the comments from the agencies, GCE shall finalize the TCP. It is anticipated that the TCP shall include the following: 1) Closure of east bound lane of Walnut Street from McLean Road to Austin Avenue to facilitate construction of the storm sewers with sizes ranging from 24" Dia. RCP to 4'x4' RCB. This would require the provision of detours,phasing plans, as well as advanced warning signs. 2) The construction of storm sewers, inlets, and waterlines on interior roads will include block by block construction with single lane closed at a time. The project specific typical TCPs on a single block by block basis shall be prepared, as feasible. 3) TCP/Staging Plans for milling and paving operations shall be handled with standard lane closure TCP as well as project specific TCP, where required. GCE shall also develop Signing and Pavement Marking Plans (PMP) for the project. Design 8 of 11 D13.Revised 2022 DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 C. Storm Water Pollution Prevention Plans (SWPPP) GCE shall prepare SWPPP for the project in accordance with the City and Brazoria County requirements. This shall include two Notices of Intent(NOI), two Notices on Termination (NOT), and two Construction Site Notices as/if required in accordance with the current Texas Commission on Environmental Quality, TPDES General Permit for storm water discharges associated with construction activities. D. Project Management GCE shall attend monthly progress meetings (10 meetings) during the design phase. GCE shall attend two (2)meetings, the TCP meeting, and the Utility Coordination Meeting. GCE shall coordinate the disciplines including survey and geotechnical subconsultants throughout the project. GCE shall also coordinate the Project with the adjacent on-going and planned projects. This shall include coordination with the Consultant for the Veteran's Drive storm main project, other planned CIP projects by the City, and private development projects in the vicinity. 3. Bid Phase Services 1. Bid Phase Services a. Provide Notice to Bidders (NTB) and list of bid items to the Project Manager in an electronic form appropriate for the e-bid system format. The City is responsible for advertising. b. Chair pre-bid meeting and attend Bid Opening c. Respond in writing to questions from bidders and prepare addenda, coordinate with Project Manager as necessary. d. Prepare Engineer's Recommendation of Award Letter that includes the following required content: i. Check for math errors and reconcile any mathematical discrepancies. ii. Review for unbalance bid items. iii. Certified Bid Tabulation including Engineer's estimate. iv. Review of contractor's financial standing and references provided. v. Explanation of discrepancies between the Engineer's estimate and bids. vi. Recommendation to award. 2. Attend City Council meeting and recommendation for award of Contract for Construction. 4. Construction Phase Services a. Construction Administration i. Attend pre-construction meeting to provide information & answer questions. Design 9 of 11 D13.Revised 2022 DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 ii. Attend monthly progress meetings with Construction Manager, Contractor & City of Pearland. iii. Review & comment on Construction's submittals, RFIs, RFPs including coordination with Construction Manager on Change Directives & Change Orders using the City of Pearland's project management system. iv. Review & approve monthly pay applications coordinating with Construction Manager using the City of Pearland's project management system. v. Provide interpretive guidance for Contractor, Construction Manager in resolution of problems. vi. Coordinate with Construction Manager to review progress of work for Substantial Completion; with production of punch list; substantiation that items are completed; and issue both Certificate of Substantial Completion &Final Acceptance. vii. Issue letter to City recommending acceptance &release of final payment. viii. Coordinate contracts, CM/CI to provide complete record of As-Builts. ix. Provide Record Drawings from Contractor's As-Builts in electronic format (CD) &hard copy format to include shape file in accordance with the requirements of the City of Pearland's EDCM for GPS location of underground utilities. Definition: 1)As-Builts "redlines": Contractor's record of field changes to the work in line, grade & elevation. 2) Record Drawings: Engineer's incorporation of contractor's As-Builts. 5. Additional Services GCE will provide additional services on an as-needed basis upon authorization by the City. These services may include: 1. Waterline Probing Survey Upon direction by the City, depth of existing waterlines at 24 locations will be probed by Surveying Subconsultant, WES. Project Cost GCE shall provide the work entailed in this proposed scope of services at an estimated Lump Sum cost of $830,378. The summary of costs is provided in Table 1. GCE's Fee Schedule is provided in Table 2. Design 10 of 11 D13.Revised 2022 DocuSign Envelope ID:82AF7340-lA52-4A37-8AFB-49lA3F820A18 ASSUMPTIONS The proposal presented is based on the following assumptions: 1. The project will not require environmental studies or permitting. 2. The proposed storm systems will be tied-in into the existing storm sewer trunkline along Walnut St. 3. The project scope does not include provision of floodplain fill mitigation and storm water detention facilities. 4. The on-going drainage conveyance project along Veterans Drive will provide capacity to convey increased flows for the design flood event(s). 5. A drainage impact analysis is not required as part of the scope. 6. GCE will provide full-time Construction Inspection, if requested by the City, as an out of scope item. 7. The project will not include working within TxDOT Right-of-Way and therefore, no TxDOT permitting will be required. This shall include no proposed storm sewer, asphalt concrete overlay, waterlines, and other work within the TxDOT ROW. SCHEDULE Project schedule is enclosed. 11.-I Proposals12023 Proposal.YW 19-COP-SW Quadrant of Old Town Drainage)Proposal1240402 proposall240402 GCE Proposal-D26.Drainage Scope- 2022.doc Design 11 of 11 D13.Revised 2022 DocuSign Envelope ID:82AF7340-lA52-4A37-SAFB-49lA3F820A18 TABLE 1 Compensation for Professional Services Project Name: Southwest Quadrant of Old Town(McLean to SH35 south of Broadway) Project City of Pearland,Pearland, Texas 1 Preliminary Design Phase Services $291,746 A. Data Collection $3,716 B. Surveying Survey $90,500 Survey Coordination $9,050 $99,550 C. Geotechnical Geotechnical $20,546 Geotechnical Coordination $2,055 $22,601 D. Utility Coordination $38,827 E. Drainage Design $35,264 F. Waterline Design $54,792 G. Prepare and Submit 30%Plans $36,996 2 Design Phase Services $502,103 A. PS&E Preparation/Deliverables $453,991 B. Traffic Control Plans&Signing and PMP $30,874 C. SWPPP $5,124 D. Project Management $12,114 3 Bid Phase Services $8,374 4 Construction Phase Services $21,973 Total Basic Services $824,196 5 Additional Services $6,182 Survey(Waterline probing up to 24 locations) $5,620 Survey Coordination $562 Total for Additional Services $6,182 TOTAL FOR THE PROJECT (BASIC &ADDITIONAL) $830,378 WProposals12023 Proposals1019-COP-SW Quadrant of Old Town DrainagelProposal1240402 proposa11240402 23-019 COP Old Town Cost Proposal 4/2/2024 O �c �O O O O �c �n �--i � N O, .--I O Vl V1 4 O oc N O l- O if Ln O lq� G\ O m 00 QI Z N M O C� G1 O N N O cn 00 b F O 6S 69 69 69 b9 � CAb9 b9 b9 W O a W 0 CZ 69 O O 7 7 bF3 �n Vi �n lf L a V� bf3 VN VS N O \N\ O O O Vl V) O O N Oy 6iS V; In Vl V; O O O O N N N co CL Q =a �e 0 W o 0 O � Sr o 0 0 0 0 o 0 0 0 0o N N n o sg Go,) GA v3 sa ds oo v; � � Go� M 'o O � Q ds a F q a O U CC rn NMO ra r N o o N00 a, eno N 0 y A-' O O = m M N y� 4. a o 0 0 0 �o N No v � •G� � Cy A U s � m 0 3 a - (13 pr o 0 0 0 o cc o �° in Sr O cC � kn o o m N oo m I= � co R M oD � iy CQ N a N OD LL '� Q y C/1 V1 V1 V] t O CO N m •Y. C i� � cq � �' oQ 6� O U y C O O V p W �. ;a N Q y 'C id p N a N CJ ti N �' U f0 � O ,-d � y Q ^ 3tpa tOW : O 00 O V IC. m <C 3 N O e� U U a> O N U w iC to O ^' 'a Ri U V F. osr y s� a o w 2M U) U O CI O 't GC N.-. O 'ITN � N-� _y V Ic �T 00 4 W n m 0�, 17 In ci c� o r-� r- tl lc� rl o n C� r-; 69 6A 69 M N F,G 69 In .--i 69 64 CA ff3 M 01 j. OA W s9 as b9 cf3 69 69 EA � N 55 b9 bR •t O L a N O \N\ O O O to N O FA 6n Hn O 4 C co d 0 U L o O �-Y x N O 7 oc �c oc O M p Fa H a M o0 O� n N N U O v In vi cv 00 -It o In ICo a F W A ss Goa CA, V) m Nff CAss ss M » ss ss s9 M o O A U iln CC rn O m DS N oo O m N O 7 Ic O 1=1 o0 0o ,— ra � � O �O n lc I Z� O l— M 't I-- O z a N M N M N 0 y A-' O O O M N In O Q V N 7 O Ac O - 7 N O O OM M N D\ h M N N �M-I M N 00 M N u 'm c) v o F- o U 6 N 1Y O O, 't M N N eY N O 7 a C N G ,� Qy •O .--I Q W x oo 'IT o o N D o It o x oc It 'IT oo N a � 0 r in O �•unn .-� cC � N �m m c M N M co R M '2 i-i CQ N a 00 LL N d C e3 y (3) Q c/1 Lon y ; m Q LL C O Q ,'��' fJ •� id ci A v, .�u, A C 5 p; w A o cM co L) d N C O E tb 'C U p Q •i� 'C m C L7 v O_ m .S tt V1 •� N C ro v Cd A ° tp o0 A f0 aj C y wti) utio co 40 a > _ N o o C c r7 A. N A o Ca A o y 00 °J o ct > C o > sue. o w 5n d ¢ o W d a w a a L1 L1 y a w U) U O CI 00 N �c o0 00 O N O O 't 't o0 N O O N �c 't 171- oc oc N 't o0 O1, �n lc M 01 c Q� O Go C1 N N n III v� N m ev ev ev sg O CA s9 se ss o m N m z O� W , sv z M F a W 0 N O N O d C C � O a �e Q 0 U L o oc N N o x co oc N o o N o r) I� lc� rt In 00 00 N 00 O, It It Fa F a N M �O M Cl, O a1 O o0 U1 (' N lr OW b9 M N a 69 69 EH ff3 69 6/3 6/3 6�3 69 a U CC rn O a m o 00 0 o N m 01- cy- V-1 m m o o o m m t- N �n N oc cy- V) N r N N m F d "' 0 wl Ar N m N 10 N o0 V 7 10 7 VO O O oc O 7 O N O N bA O N m M M 0 V O M M W m m �c 0 o0 o N Do N N `c (13 oco N i i�r O d N a N O w N n N o0 0 -f 1� 1� o N o0 0 o It O _ N N N N �t N a 0 r � U � qj O cC m m o oc N R Mco aD � i-i CQ N a 00 co In 00 LL y O m O L cC 'd m O LL CIA 'OJ L7 v Vl O Q v C Ii c b I` cncli LO V. D on o t o 41 o a M cu y Z LPL v�i end a�i 1 a, cztb OW id m U N o q o 00 t4 22 a O > nCd 0 c _ N y 4' �. Aa ;-. Pa °� o In A d F L7 a O 1 O a �1 x U vs a 3 U w N 2M U) U O CI N O (x O �--i O O --i O N �C W R 7 _y W — R O Q, N Z v o lz� vi s9 vi ev M It oc �c to F b9 5�3 en 6R b9 7 69 EA 6S 69 69 en b9 69 j. W 6R a kn O a W 0 bA bR 6R bR L a N O \N\ O O O O O O O N O O O O O O 6R H4 d. +••` v, 69 Y3 5n �n M � N C as Vi y0 CL Q =a �e o „ 0 Ck A c O W N O 00 O O O N �O 7 7 C to C, p 7 O lc N N M l— N �O M O N GD ti a oo c v kn v, eli ri 00 �c o v m F W A s9 ss es Bryn sa ss � s� en ss v O p � a ds v p A U CC rn M o � CI- v, 00Iz a n � o0 0, N a � M W" 00 O 00 R O N Vi M M N N 0 y tr, O 00 M O oc 00 N �O l0 V1 7 V) V N N m m 7 00 N N .--i W� GO• N ci oc F o U N x oc N w o o o N m00 00 N a O W N N O O � o 0 00 �o N -� v, •- N s. 0 in o cC �Sr M V: N 00 N 41 00 N M M a y N en R Mco oD � iy O N a °L° L C., m cl W o o F o 0 Cn �" b Q LL ..OP to laj N M •" 4' R •p 0.r Q p�,a N m � V1 V1 � w a VO ,+' :-' � O O V v� O R tq p a co rn.V r O q G �p a_ •� O Ngn- O O LL O O C C it O a+ Q N j Q sy0. L A d as p V ...d' m = � O a 00 3 ° `Z s F a a U a, p 'd51 vs w w a a a vi fcz F U a F w U) 2) L O CI O R M N N 7 �c 01 O o0 CAO en �Q r � �--i O ---• �c r r O �t 00 \c N 00 r J �zj M CO N N r 6g 00 F O Z �,G CA sa ss3 �,G 6s s9 69 69 sg sg CAtn Nf3 �. O �qa GIs 0No F a � Efi o W y a � � � a yg N O \N\ O O o0 00 oC r � pQ N O � 6R 01 OI � CF a ¢" Q6 ~ o W bin 0 0 O o0 rq O o0 N O eY 00 N O O kn o0 lc N 00 r 00 F W O sa es ss Is sa es v v » sg ss v� Nis C O O U CC rn N 4* O O U7 N O y A N 00 =N O O Nco O r oc O 00 O O O O O O O oo 00 N ci 00 O N W O O o0 N (13 O v O 4. W = OW O N m I N N N o0 1Y o0 1Y �c 7 M s. 0 oo N a 4* V QO oo � a w v oI= oro N m v o 00 o n M o'IT u M U7 co oDV iy CQ N a 00 � S7 y ee d a a y rn ch Ck a m Q n E y OP to .E a' Cy .- P `� N F4 M coa E o p] o Q ' ri uto N N r� V1 .— pqdQO o F d o L U F o O oco LL s� a O ° o o s� on 0N0 ' Un U = u Q A o d o U Z F o W M 2M (n U O CI rq e In ti M Hoz e J' W Sl9 b O O N N �O L In N O N N N O � M N o „ 0 v U L o O � O O O N Ip a a F a 4A bS bR A U CC rn CQ FZd � N 0 y A� W, O N O sR O y c+ Q. o O a c 5 Sr O qj CC � � o 0 0 0 O o W in vIV co � V R N M M 00 i0i COQ N a o y N WLL d Q V F N F O CC LL Q co � d cn o co rq C4 y 0 LL a N Cy W C) "a F m _ �; U 0 o m Q w in U O CI r, : � v a M m s ' .04 ` �. � i � � ,1rf�ul�.,, drm� e��•p�r 4.xN ti�Y.%4d'�i�'i F ,. pa. a 4 " o n r ._. ,. REAL 4.' yi p ,4 p0' ■emu' i. i . �:. ll 4 IL 12 ll n �1 F Co e..ma Q 0 N LL LL x m j< Q N^ °Q N Q .. Q p O O v _ CD N — W Li -1 - -- Li Q Q .. U U o O cn cn m w in L) U O 1) 3 Ln Lf) Lf) N CC O N N N Ili r i M N i Lf) N L Q Ln Cq .� N LO LO E4 �i a7 N Lf) N O li N N i M Ln N Q Q f�7 N LL N r N Lf) N N N 16 o co 2 ' lL 0 V LO SM d QD n r p - m M V a N Z00 N 0 N Lco /� N (L �i 0 O N = N Q r N O O - ~ N - N 0 (M =5 = 7 a = (9 N N N N a MM a)N N G� FE N Q Q a - C ` N N N i Q N N N N � � Q L N� t -e '��V '��V '��V '��V V '��V '��V '�In '�,LO '��Lr) '��Lr) '��U) '��U) LO LO t0 '��(fl '��(fl '��M Cl) Cl) 00 r lD M (O o0 00 Ln CD (.0 M Lf) - IA V ti L N N r N O V � N M N N r N N .0 V V C � ._ � 00 N r O .6 C r N a) ''Cl) a) ,-O (O (O (O (O LL a) a) a) LL a) C r m N O C Q) 3 m 3 m IH ', 0 m 'I~ H I2 I~ ~ 'I~ ~ 'I3: v — - in LO 'If) 'in 'o 'm oo') o') M co N N I` N 1'- 0) w (0 1- V (O LO (.0 N O O 00 T 'C N N N N Lo LI) r r N 6 V V V C CO C 00 CDO N N 'O M -0 V (0 t0 4) a) a) L C 7 a) "6 a) -p a) 7 7 7 'O 0 Cl) LL C T� A �T T�, T�, T�, � ,, @ @ 10 > '�(0 > (: (a > > 10 (6 '�(0 '�(0 _ N O O ^ P- LO M O O LO p LO LO O LO Lp Lq LO O LO O O 7 (O V V LO M �N �LO CO �p O p �m LL OP 4)N 0O co p U) O a) v) C N N W d O 0- U d o Cl) Q N N c c y O O d T p O Cl) O O O _ L 0) O N T 6) ".' O_ 0) Q O C U LL -6 alI C cn '� m � : Z) .- .� , 3 2 0 T Q a� oI y '.a ' p � IU m to U > U CO as '< ' n = l b L "6 "6 -O "6 "6 -6 C C u) a) 00 c) '.� p L 3 C v 3 o o ,� ' a� ' � I � $ Im m m c ' ca � ' ca nz � 'IU ',U ''c � rm °Q o c CL m ,dU,I� U .. M I� C: I� . o � a) Q 7d m . a� W Z Y d d C 2M co p r N M �t LO (O O r N M V LO CO 00 C2 CD N N N N p Q.• at r. a p I c 0 ca > od O� cn rs �6 "llS re 0 F fh ArsC FRANCIS R s r cn d` > p F A Ri Ft t7 .. Q N � � r N •t L foog O mm QS pp CO CD CO C4 COV' [D RI [O [D fD OR {D CD [�D LO Ln UD eD AV tUl77 N N [D OR w o 0 0, 0 co r. as n ` C7 cv cr co co co co cv ca co ca co � u ¢� w a�i c m co N a+ V N Q Lo ego to U � O 0 0 N Is c� r ,V) •p� DMD)JAW 00 i (U c� O uFh _ u V n t Ufa W LL M Q LL OP A�Y lri LO M M QQQ !!! LL Q N 00 Q N O- 7 O N C W iT O O O 1) DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 WEIS SER Engineering & Surveying TBAS Reg.No.10194324 TBPE Reg.No.F-68 PROPOSAL AGREEMENT FOR PROFESSIONAL SERVICES Effective Date: March 4, 2024 Chandi S. Rodrigo,P.E. GC Engineering, Inc. 2505 Park Avenue Pearland, TX 77581 Ph: (346) 773-4406 crodrigo&gc-en ing eering com Proposal for Professional Services in Connection With: Approximately 14,050 Linear Feet for the Southwest Quadrant of Old Town Project(McLean Road to SH 35 south of FM 518),Pearland,Brazoria County, Texas. Weisser Engineering & Surveying is pleased to submit this proposal and terms of service (together, the "Agreement")to GC Engineering, Inc. (the"Client"). I. SCOPE OF SERVICES Survevine and Mappino-based on the Attached Scope of Work The specific limits are as follows (as shown on attached exhibit): W. Walnut Street(east of McLean Road to west of BNSF RR)-approximate 3,6501f Johnston Street(W. Walnut Street to Broadway Street)-approximately 655 if Austin Avenue(W. Walnut Street to Broadway Street)-approximately 1,2101f Pearland Avenue(W. Walnut Street to Broadway Street)-approximately 1,285 If San Antonio Avenue(W. Walnut Street to Broadway Street)-approximately 1,315 if Washington Avenue(W. Walnut Street to Broadway Street)-approximately 1,3151f Texas Avenue(W. Walnut Street to Broadway Street)-approximately 1,3151f Sacramento Avenue(W. Walnut Street to W. Pear Street)-approximately 650 if W.Pear Street(Austin Avenue to west of BNSF RR)-approximately 1,7651f Ray Street(Broadway Street to Austin Avenue)-approximately 8901f 1. Topographic Survey & Survey Control COST: $41,710.00 a. Estimated time for completion-6 to 7 weeks 2. Right-of-Way Survey COST: $28,810.00 a. Estimated time for completion-3 to4 weeks 3. Utility Locates COST: $19,980.00 a. Estimated time for completion-2 weeks Additional Services for Locating Waterline Depths by Probing 1. Half Day Rate for Probing for up to 6 locations COST: $1,545.00 2. Full Day Rate for Probing for up to 12 locations COST: $2,810.00 19500 Park Row,Suite 100 1 Houston,Texas 77084 1 P.O.Box 219315 1 Houston,Texas 77218 1 Phone(281)579-7300 1 Fax(281)828-0055 1 www.weissereng.com DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 II. TERMS AND CONDITIONS 1. This Agreement may only be modified by a writing acknowledging agreement of modification by both parties. 2. The Responsible Party signing this Agreement agrees to be fully responsible for the timely and complete payment for Services within thirty(30)days of invoicing.Any requests for modification of this provision must be signed by an officer or department director of Weisser Engineering& Surveying. 3. Weisser Engineering&Surveying is an independent contractor.Nothing in this Agreement forms a partnership,joint venture,employment,franchise,master-servant,or agency relationship between Client and Weisser Engineering&Surveying. 4. WEISSER ENGINEERING&SURVEYING SHALL ONLY BE LIABLE FOR DAMAGE OR LOSS TO ANY PERSON OR PROPERTY TO THE EXTENT SUCH DAMAGE OR LOSS IS CAUSED BY WEISSER ENGINEERING&SURVEYIN`G'S NEGLIGENT ACT OR OMISSION IN CONNECTION WITH THE SERVICES.WEISSER ENGINEERING& SURVEYING'S LIABILITY TO CLIENT OR ANY OTHER PARTY FOR CLAIMS OF ANY KIND,WHETHER BASED ON CONTRACT OR TORT OR OTHERWISE RELATING TO THIS AGREEMENT,SHALL NOT EXCEED THE COMPENSATION PAID OR OWED TO WEISSER ENGINEERING&SURVEYING FOR SERVICES UNDER THIS AGREEMENT. 5. Client shall not solicit Weisser Engineering&Surveying employees for purposes of employment during the course of the Agreement or for a period of twelve(12)months thereafter. Client acknowledges and agrees that breach of this provision may result in irreparable and continuing damage to Weisser Engineering&Surveying,for which there would be no adequate remedy at law,and that,in the event of such breach,Weisser Engineering& Surveying may be entitled to equitable or injunctive relief and/or a decree for specific performance,in addition to all such other and further relief as may be available at law,in equity,or otherwise. 6. Upon request,Weisser Engineering&Surveying may make electronic files of its CAD drawings available to Client on an"as is"basis for informational purposes only that may not be relied upon for any other purpose.ALL WARRANTIES AND REPRESENTATIONS OF ANY KIND WITH REGARD TO ELECTRONIC FILES ARE DISCLAIMED,INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR USE. Since revisions or additions to design file drawings may occur at any time,Client agrees to indemnify,defend and hold harmless Weisser Engineering&Surveying,its officers,directors,agents,shareholders,and employees from and against any and all claims,suits, losses,damages or costs,including reasonable attoiney's fees,arising from the use of outdated or amended design file drawings by Client or any third party,and such indemnification shall survive acceptance of said file(s)by Client or the termination of this Agreement. Client promises to notify any third party that the third party may not reasonably rely on electronic files,drawings,or documents not directly provided to such third party by Weisser Engineering&Surveying. 7. This Agreement shall be deemed entered into in Texas and shall be governed by and construed and interpreted in accordance with the laws of the State of Texas,without reference to any rules of conflict of laws. Venue shall be in Houston,Harris County,Texas. 8. hi the event that any one or more of the provisions contained in this Agreement shall for any reason be held to be invalid,illegal,or unenforceable in any respect,such invalidity,illegality,or unenforceability shall not affect any other provisions,and the Agreement shall be construed as if such invalid,illegal,or unenforceable provision had never been contained in it. 9. This Agreement may be executed by facsimile or scanned and electronically transferred signatures. A copy of this Agreement bearing such a signature or signatures shall have the same force and effect as an original agreement with inked original signatures.Once signed,any reproduction of this Agreement made by reliable means(e.g.,photocopy,scan,facsimile)is considered an original. 19500 Park Row,Suite 100 1 Houston,Texas 77084 1 P.O.Box 219315 1 Houston,Texas 77218 1 Phone(281)579-7300 1 Fax(281)828-0055 I www.weissereng.com DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 10. Client's failure to sign and return this Agreement to Weisser Engineering&Surveying within fifteen(15)days of Effective Date renders the Agreement voidable by Weisser Engineering& Surveying. 11. Notwithstanding anything to the contrary in this Agreement or any other ancillary documents, Weisser Engineering&Surveying shall not be responsible for delays caused by factors beyond Weisser Engineering&Surveying's reasonable control,including but not limited to delays because of strikes,lockouts,work slowdowns or stoppages,government ordered industry shutdowns, power or server outages,acts of nature,widespread infectious disease outbreaks(including,but not limited to epidemics and pandemics),failure of any governmental or other regulatory authority to act in a timely manner,failure of the Client to furnish timely information or approve or disapprove of Weisser Engineering&Surveying's services or work product,or delays caused by faulty performance by the Client or by contractors of any level.When such delays beyond Weisser Engineering& Surveying's reasonable control occur,Client agrees that Weisser Engineering& Surveying shall not be responsible for damages,nor shall Weisser Engineering&Surveying be deemed in default of this Agreement or any other agreement. We appreciate the opportunity to provide this proposal. if you have any questions or comments,please do not hesitate to contact John Harvill,RPLS(jharvill e weissereng com). The Client,by signing below,represents that he or she has the authority to enter into this Agreement,agrees to the terms and conditions in this Agreement,is willing to be the Responsible Parry,promises to pay the invoiced amount within thirty(30)days of invoicing,and authorizes Weisser Engineering&Surveying to proceed with the Services as described above. CLIENT GC Engineering,Inc. By: Printed Name: Title: Date of Acceptance: 19500 Park Row,Suite 100 1 Houston,Texas 77084 1 P.O.Box 219315 1 Houston,Texas 77218 1 Phone(281)579-7300 1 Fax(281)828-0055 I www.weissereng.com DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 Southwest Quadrant of Old Town Project(McLean Road to SH35 south of FM-518), City of Pearland, Pearland, Texas Field Surveying services are required for the City of Pearland's (The City), Southwest Quadrant of Old Town Project, located in Pearland, Texas. The proposed project consists of construction of a storm sewer system and pavement reconstruction within the project area shown in Exhibit 1. Known water and sewer utilities within the project area based on available maps are shown in Exhibit 3. The survey to include all roadways proposed for the above improvements as depicted in Exhibit 4. Approximate lengths of roadways are as follows: Street name Limits Approx. Length (in ft.) W. Walnut Street (St.) East of McClean Rd.to west of BNSF Railroad 3,650 Johnston St. W. Walnut St.to Broadway St. 655 Austin Avenue (Ave.) W. Walnut St.to Broadway St. 1,210 Pearland Ave. W. Walnut St.to Broadway St. 1,285 San Antonio Ave. W. Walnut St.to Broadway St. 1,315 Washington Ave. W. Walnut St.to Broadway St. 1,315 Texas Ave. W. Walnut St.to Broadway St. 1,315 Sacramento Ave. W. Walnut St.to W. Pear St. 650 W. Pearl St. Austin Ave.to west of BNSF Railroad 1,765 Ray St. Broadway St. to Austin Ave. 890 Total Length 14,050 Survey scope of work should include the following: Task 1 - Topographic Survey Limits—from ROW to 10 feet beyond either side of the ROW. Contours -At 0.5-foot intervals. The mapping will include but will not be limited to the following; 1. Establish horizontal and vertical control for the project area and tie to the City of Pearland and FEMA datum. At a minimum, establish 6 ground control points for the project area. 2. Locate benchmarks. Tie the survey to City of Pearland and FEMA datum. 3. Existing features such as buildings, roads, fences, monuments, channels, swales, utilities and drainage structures. 4. Existing drainage structures; inlets, manholes, culverts, ditches, etc. Survey invert/rim elevations of sewers. Page 1 of 2 DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 5. Include flowlines at nearest manholes located u/s and d/s for storm/sanitary sewer lines. 6. Locate trees, shrubs, and other landscape items. Provide type and caliper of trees. 7. Mailboxes. 8. Driveways. 9. Any other visible features. 10. Locate soil borings. Task 2 - Establish Existing Right-of-Way(ROW) The existing ROW lines of the streets and intersecting streets within the Project Limits will be re-established. Utilizing the available mapping from public records/boundary plans and locating sufficient property and right-of-way monumentation, establish the existing ROW. The boundary survey to include individual property lines at the ROW as revealed from public records. An existing ROW Map will be prepared showing existing ROW lines, adjacent lot/block lines, land boundaries, property corners, existing platted easements, and building setback lines. Mapping will be prepared in accordance with the current Texas Society of Professional Surveyors (TSPS) Category 113, Condition 11 (Route Survey) Standards and conforming to City of Pearland Standards. All ROW maps will be prepared in AutoCAD 2023 at a scale of 1"=20' on 22"X34" & 1"=40' on 11"x17" size sheets and to be signed and sealed by the surveyor. Task 3 -Utility Survey Utility survey, where visible and accessible, shall include the location (horizontally and vertically) and condition of existing above ground and underground utilities and shall be shown on the base mapping. The existing utilities at the site include but are not limited to: gas, electric, water, sanitary sewer, storm sewer, telephone and under ground and overhead communication cables, etc. Deliverables: 1. Provide Topographic survey in .dwg file format with AutoCAD version 2023 compatible. 2. Provide Plan View in .dwg file format with AutoCAD version 2023 compatible. 3. Provide ASCII point text file. 4. Provide conversion factor from surface coordinates to grid coordinates. 5. Provide topographic survey and horizontal and vertical control pdf in 2204 format. Horizontal and vertical control sheets shall be signed and sealed by RPLS. CADD standards: 1. All objects shall have color and line weight setting as "bylayer". 2. No objects shall be in layer"0". 3. Provide a list/description of all abbreviations used on the survey. 4. All text shall be separated from object layer. 5. All text size shall be legible to 1"=20' scale drawing. W.I Proposals12023 ProposalsW 19-COP-SW Quadrant of Old Town Drainage Survey-Weis ser1230809 to WES1230809 23-109 COP-SW Quadrant oj'Old Town- surrey scope.does Page 2 of 2 DocuSign Envelope ID:82AF7340-lA52-4A37-8AFB-49lA3F820A18 GEOTEST ENGINEERING , INC. Geotechnical Engineers&Materials Testing 5600 Bintliff Drive Houston,Texas 77036 Telephone: (713) 266-0588 Fax: (713) 266-2977 Proposal No. 1140622599 November 8, 2023 Ms. Chandi S. Rodrigo,P.E. GC Engineering, Inc. 2505 Park Avenue Pearland, TX 77581 Re: Proposal for Geotechnical Services Southwest Quadrant of Old Town Project McLean Road to SH35 south of FM-518 City of Pearland, Pearland, Texas Dear Ms. Rodrigo: In accordance with your request, Geotest Engineering, Inc. is pleased to submit this revised proposal for the referenced project. Based on the provided information the proposed project consists of construction of a storm sewer system and pavement reconstruction within the project area along the following streets in the City of Pearland, Texas. Street name Limits Approx. Length ft. W. Walnut Street East of McClean Rd. to Austin Avenue 1,750 Johnston St. W. Walnut St. to Broadway St. 600 Austin Avenue W. Walnut St. to Broadway St. 1,150 Pearland Ave. W. Walnut St. to Broadway St. 1,150 San Antonio Ave. W. Walnut St. to Broadway St. 1,150 Washington Ave. W. Walnut St. to Broadway St. 1,150 Texas Ave. W. Walnut St. to Broadway St. 1,150 Sacramento Ave. W. Walnut St. to W. Pear St. 650 W. Pearl St. Austin Ave. to west of BNSF Railroad 1,700 Ray St. Broadway St. to Austin Ave. 850 Total 11,300 The proposed storm sewer flow lines will be approximately 5 to 7 feet deep and will be installed by open cut method of construction. Hence the boring depth was DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 Ms. Chandi S. Rodrigo, P.E. Proposal No. 1140622599 Page 2 November 8,2023 estimated to be 5 feet below the maximum invert depth of 7 feet. The project also includes pavement reconstruction—rigid or flexible paving options. Purpose and Scope The purpose of this investigation is to explore subsurface soil and water level conditions for the proposed Southwest Quadrant of Old Town Drainage improvements project in City of Pearland, Texas. The scope of this investigation is based on the information provided to us on June 29, 2023, June 30, 2023 and November 8, 2023, and will include the following tasks: • Calling Texas 811 and Coordinate with utility locators to get areas for the proposed boring locations cleared. • Perform concrete coring at all boring locations for boring access. • Drilling and sampling a total of fourteen (14) soil borings each to a depth of 12 feet along the project alignments. The Proposed Boring Program is shown on Attachment No. 1, and also shown in Figure 1. • Grouting all boreholes using non-shrink cement bentonite grout after completion of drilling and water level measurements. The use of cement bentonite grout will eliminate the potential problems and safety hazards associated with surface settlements that might occur if boreholes are backfilled with soil cuttings. • Performing appropriate laboratory tests on selected representative soil samples to develop the engineering properties of the soil. • Perform engineering analyses to develop geotechnical recommendations for the open cut excavation for the proposed storm sewer installation including excavation stability, bedding and backfill, groundwater control, and pavement thickness (rigid and flexible) including subgrade stabilization for the pavement reconstruction, and construction considerations. • Prepare a geotechnical investigation report including field and laboratory data and geotechnical recommendations. DocuSign Envelope ID:82AF7340-lA52-4A37-8AFB-49lA3F820A18 Ms. Chandi S. Rodrigo, P.E. Proposal No. 1140622599 Page 3 November 8,2023 It is our understanding that your surveyors will tie-in our borings after completion of the drilling. Project Schedule We should be able to start the fieldwork within one (1) week after receiving your written authorization. It is estimated that the fieldwork will be completed in about two (2) weeks barring bad weather. The laboratory tests will be completed in about three (3) weeks. A geotechnical report, which will include field and laboratory data and geotechnical recommendations, will be submitted in about eight(8) weeks after receiving the written authorization. Cost Based on the scope of work outlined above, the cost of the field investigation, laboratory testing, engineering analyses and geotechnical report will be a lump sum amount of$20,546.00. The cost breakdown given in Attachment No. 1 is for additional information only. The invoices will be billed on Lump Sum basis based on percent completion. This cost is based on the assumption that no site clearance will be required. We appreciate the opportunity to propose on this project. We hope that this proposal meets your approval. If you have any questions, please call us at (713) 266- 0588. Sincerely, GEOTEST ENGINEERING, INC. TBPE Registration No. F-410 Krishna M. Pradeep, E.I.T. Assistant Project Manager 16.0 Mohan Ballagere, P.E. Vice President MB\KMP\ego Copies Submitted: (1-PDF) Enclosure: Attachment No. 1 —Proposed Boring Program Attachment No.2—Cost Breakdown Figure 1—Proposed Plan of Borings PC 3 8\Geotechnical\Proposals\40622599R.DOC DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 Geotechnical Investigation Proposal No: 1140622599 Southwest Quadrant of Old Town Project City of Pearland,Pearland,Texas ATTACHMENT NO. 1 PROPOSED BORING PROGRAM Borin s Project Alignment kpprox. Length (ft. Quantity Depth Footage (number) (feet) (feet) W. Walnut Street 3600 3 12 36 Johnston St. 600 1 12 12 Austin Avenue 1150 2 12 24 Pearland Ave. 1150 1 12 12 San Antonio Ave. 1150 1 12 12 Washington Ave. 1150 1 12 12 Texas Ave. 1150 1 12 12 Sacramento Ave. 650 1 12 12 W. Pearl 1700 2 12 24 Ray St. 850 1 12 12 Total 1 14 168 DocuSign Envelope ID:82AF7340-lA52-4A37-8AFB-49lA3F820A18 Geotechnical Investigation Geotest Engineering,Inc. Southwest Quadrant of Old Town Project Proposal No: 1140622599 City of Pearland,Pearland,Texas ATTACHMENT NO.2 COST BREAKDOWN Quantity Unit Unit Cost Amount Field Investigation Mob and Demob of Truck Mounted Drilling Rig 1 LS $400.00 $400.00 Drilling and Continous Sampling(0'-20') 168.0 ft. $24.00 $4,032.00 Grouting of Completed Bore Holes 168.0 ft. $9.00 $1,512.00 Utility Clerance for Boring Locations,Marking borings and Field Coordination 8.0 hr. $75.00 $600.00 Pavement Coring 14.0 ea. $102.00 $1,428.00 Additional Thickness(6" to 12") 42.0 in. $9.00 $378.00 Traffic Control(on minor streets) 4.0 day $825.00 $3,300.00 Vehicle Charge 8.0 hr. $9.00 $72.00 Subtotal $11,722.00 Laboratory Testing Liquid and Plastic Limits 17 ea. $60.00 $1,020.00 Moisture Content Only 65 ea. $9.00 $585.00 Percent Passing No.200 Sieve 17 ea. $46.00 $782.00 Unconsolidated Undrained Triaxial Compression 17 ea. $61.00 $1,037.00 Subtotal $3,424.00 Engineering Services Sr.Project Manager 1 hr. $210.00 $210.00 Sr.Engineer 4 hrs. $170.00 $680.00 Project Engineer 8 hrs. $105.00 $840.00 Graduate Engineer 40 hrs. $85.00 $3,400.00 Support Personnel,Word Processing 8 hrs. $60.00 $480.00 Subtotal $5,400.00 Total ill $20,546.00 PC38\Gcotcchnica1\Proposa1s\1140622599R\Cost Breakdown e Cal _ San�Antonio - Q tl .. V ' C �' CD ` w (D N S Austin Aue.� r fir. , w ■ iro ■ ■ r t, Ray S, on kaLA y P 3 Joh'nston_ 06 St a, r n . 7 V+ u � \ i (n ,: -F ra ncis . 7777 4p al . Halbe 4EDr .: HalbertvDr' _ CI. DocuSign Envelope ID:82AF7340-1A52-4A37-8AFB-491A3F820A18 75/7/2024 E(MM/DD/YYYY) ACOR" CERTIFICATE OF LIABILITY INSURANCE `� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Eloise Hughes Professional Liability Insurers Inc. PHONE FAX Higginbotham Insurance Agency, Inc. A/C No EXt: 505-822-8114 vc,No:505-822-0341 6101 Moon Street E Suite 1000 ADDRE N SS: ehughes@higginbotham.net Albuquerque NM 87111 INSURER(S)AFFORDING COVERAGE NAIC# License#:2081754 INSURERA:Valley Forge Insurance Company 20508 INSURED GCENGIN-01 INSURERB: Continental Casualty Company 20443 GC Engineering Inc 2505 Park Avenue INSURER C:Travelers Casualty And Surety Company Of America 31194 Pearland TX 77581 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:776047554 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR I POLICY NUMBER MM/DD/YYYY MM/DDIYYYY A X COMMERCIAL GENERAL LIABILITY 7038388094 5/19/2024 5/19/2025 EACH OCCURRENCE $2,000,000 CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES Ea or $1,000,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $4,000,000 PRO- POLICY� ECT1:1 LOC PRODUCTS-COMP/OPAGG $4,000,000 OTHER: $ A AUTOMOBILE LIABILITY 7038388094 5/19/2024 5/19/2025 COMBINED SINGLE LIMIT $1,000,000 Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident B X UMBRELLA LIAB X OCCUR 7038388130 5/19/2024 5/19/2025 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION$in onn $ A WORKERS COMPENSATION 7038388113 5/19/2024 5/19/2025 X PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 ❑ OFFICER/MEMBER EXCLUDED? NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 C Professional Liability 0105394051 LB 1/10/2024 1/10/2025 Each Claim 2,000,000 Aggregate 2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Pearland 3519 Liberty Dr Pearland TX 77581 AUTHORIZED REPRESENTATIVE f. r .� l @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID:82AF7340-1A52-4A37-SAFB-491A3F820A18 CERTIFICATE OF INTERESTED PARTIES FORM 1295 1of1 Complete Nos.1-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2024-1158048 GC Engineering, Inc. PEARLAND,TX United States Date Filed: 2 Name of governmental entity or state agency that is a parry to the contract for which the form is 05/07/2024 being filed. city of Pearland Date Acknowledged: 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a description of the services,goods,or other property to be provided under the contract. 000000000 Engineering services for drainage improvement. Nature of interest 4 Name of Interested Party City,State,Country(place of business) (check applicable) Controlling I Intermediary 5 Check only if there is NO Interested Parry. X 6 UNSWORN DECLARATION My name is A.Mahendra Rodrigo and my date of birth is 05/22/1961 My address is 2505 Park Avenue Pearland TX , 77581 USA (street) (city) (state) (zip code) (country) I declare under penalty of perjury that the foregoing is true and correct. Executed in Brazoria County, State of Texas on the 07 day of May 20 24 . (month) (year) ♦ A Signature of authorized agent of contracting business entity (Declarant) Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V4.1.0.e4187d4a DocuSign Envelope ID:82AF7340-1A52-4A37-SAFB-491A3F820A18 CITY OF PEARLAND STANDARD FORM OF AGREEMENT APPENDIX B House Bill 89 Verification I, A. Mahendra Rodrigo (Person name), the undersigned representative (hereafter referred to as "Representative") of GC Engineering, Inc. (company or business name, hereafter referred to as "Business Entity"), being an adult over the age of eighteen (18)years of age, after being duly sworn by the undersigned notary, do hereby depose and affirm the following: 1. That Representative is authorized to execute this verification on behalf of Business Entity; 2. That Business Entity does not boycott Israel and will not boycott Israel during the term of any contract that will be entered into between Business Entity and the City of Pearland; and 3. That Representative understands that the term "boycott Israel" is defined by Texas Government Code Section 2270.001 to mean refusing to deal with, terminating business activities with, or otherwise taking any action that is intended to penalize, inflict economic harm on, or limit commercial relations specifically with Israel, or with a person or entity doing business in Israel or in an Israeli-controlled territory, but does not include an action made for ordinary business purposes. V SIGNATURE OF REPRESENTATIVE SUBSCRIBED AND SWORN TO BEFORE ME, the undersigned authority, on this day of 20jLt. [S:LIANNA F GONZ ALEZ Notary Public N!otary Public,State Of Texasom Cm.Exp.02-09-2028 Notary ID#134755898