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R99-020 03-29-99RESOLUTION NO. R99-20 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS, AUTHORIZING THE CITY MANAGER OR HIS DESIGNEE TO ENTER INTO A CONTRACT WITH CLAUNCH & MILLER, INC. ENGINEERING CONSULTANTS FOR SERVICES TO PRODUCE STANDARD CONSTRUCTION SPECIFICATIONS FOR THE CITY OF PEARLAND. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That certain contract by and between the City of Pearland and Claunch & Miller, Inc. Engineering Consultants, 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 with Claunch & Miller, Inc. Engineering Consultants, for and on behalf of the City of Pearland, for services to produce Standard Construction Specifications for the City of Pearland. PASSED, APPROVED and ADOPTED the C~'(~ day of ~r~0, f'(.,,~ , A.D., 1999. APPROVED AS TO FORM: DARRIN M. COKER CITY ATTORNEY this TOM REID MAYOR March 4, 1999 RECEIVED MAR 0 9 1999 CLA UN CH & MILLER, IN C. Engineering Consultants Mr. John W. Hargrove, P.E. City Engineer City of Pearland 35 19 Liberty Drive Pearland, Texas 77588 Re: Fee Proposal for Producing Standard Construction Specifications for the City of Pearland Dear Mr. Hargrove: Claunch & Miller, Inc. (CMI) is pleased to submit this proposal for providing engineering services to produce Standard Construction Specifications for the City of Pearland. PROJECT DESCRIPTION Develop Technical Specifications including General and Special Conditions with input from City Staff and others as obtained through public meetings. Specifications will be based on the Construction Specification Institute sixteen part format. Where possible, standard 'specifications familiar to the construction industry will be utilized and modified to conform to the City's criteria. SCOPE · Meet with City staff to determine specific concerns and objectives. · Obtain copies of specifications, standards and construction details currently in use by the City, where available. · Obtain available standard general conditions, special conditions and technical specifications from governmental entities and commercial sources. Review these with the City Staff for suitability. · Prepare Draft General Conditions, Special Conditions and Technical Specifications as listed on Attachment "A" hereto. Use Construction Specification Institute sixteen part format. · Present Draft Specifications to the City staff. Four copies will be provided. · Revise Draft Specifications as necessary to incorporate comments of City Staff. · Present Final Draft Specifications to City staff for use during public comment period. Four copies will be provided. · Conduct Public Meeting to invite public comment. City will advertise and notify local developers, engineers and contractors. 3701 Kirby Drive, Suite 860 · Houston, Texas 77098 ° (713) 524-7113 Standard Construction Specifications Proposal March 4, 1999 (Page 2 of 3) Present Final Draft Specifications to City Council at a Council Workshop. Also, present revisions proposed due to public comment. Finalize specifications to incorporate appropriate revisions based on input from Council and Public Meeting.. · Present Final Specifications to City Staff for adoption by City Council. · Attend Council Meeting for final adoption of Specifications. Provide one final unbound hard copy and a computer disc of complete specifications for the City' s use in publishing copies for distribution. Distributed copies shall include the statement as included in Attachment "B" hereto. Provision of Contract Forms, Bond Forms and other "front end" (Division 0) documents is specifically excluded from this scope of services. Due to the high potential for extended editing, unanticipated work sessions and input from unanticipated interest groups, CMI's participation in meetings, review sessions, public meetings and council presentations are as presented in this scope. It is the intent of this scope to utilize and edit such existing standard documents for the preparation of standard specifications for the City of Pearland. It is not the intent of this scope to generate the documents from "scratch" or without existing specification data. ADDITIONAL SERVICES "Additional Services" shall only be performed when directed by the City to CMI. These services are not considered normal or customary engineering services. Preparing to serve or serving as a consultant or witness for the City in any litigation, public hearing (other than mentioned in scope) or other legal or administrative proceeding involving the Project. · Additional services not otherwise provided for in the Scope of Services. Additional meetings, review sessions, public meetings or presentations beyond those listed in above scope. Standard Construction Specifications Proposal March 4, 1999 (Page 3 of 3) FEE Basic Services Claunch & Miller, Inc. 's fee for complete preparation of Standard Specifications including General and Special Conditions and presentations is the lump sum amount of: $29,000.00 Additional Services Additional Services beyond those described in the Basic Services will be invoiced on the basis of direct labor cost times a factor of 2.99 and direct cost plus 10%. FEE SCHEDULE Claunch & Miller, Inc. will submit monthly progress invoices for all engineering work completed to invoice date. This invoice would be based on the percentage of completion applied to the lump sum fee. Claunch & Miller, Inc. appreciates the opportunity to submit this proposal and to be considered to provide these services to the City of Pearland. Sincerely, CLAUNCH & MILLER, INC. James E. Thompson, P.E. Senior Project Manager JET/kc ATTACHMENT "A" DIVISION ONE - GENERAL REOUIREMENTS SECTION TITLE 01010 01015 01025 01026 01035 01040 01045 01050 01090 01300 01310 01340 01380 01410 01420 01440 01500 01505 01563 01565 01566 01580 01600 01630 01655 01700 01720 01730 Summary of Work Contractor's Use of Premises Measurement and Payment Schedule of Values Change Order Procedures Coordination and Meetings Cutting and Patching Field Surveying Reference Standards Submittals Construction Schedule Shop Drawings, Product Data, and Samples Construction Photographs Testing Laboratory Services Inspection Services Contractor's Quality Control Temporary Facilities and Controls Mobilization Control of Ground Water and Surface Water NPDES Requirements Source Controls for Erosion and Sedimentation Project Identification Signs Material and Equipment Product Options and Substitutions Starting Systems Contract Closeout Project Record Documents Operations and Maintenance Data A-1 DIVISION 2 - SECTION 02010 02050 02076 02111 02221 02222 02225 02226 02227 02228 02231 02233 02234 02238 02241 02242 02249 02251 02252 02273 02316 02317 02330 02510 02511 02512 02521 02523 02525 02526 02530 02531 02532 02535 02564 02567 02568 ATTACHMENT "A" (Continued) SITE WORK TITLE Right of Way Preparation Demolition Removing Existing Pavements and Structures Clearing and Grubbing Embankment Borrow Roadway Excavation Excavation and Back fill for Structures Excavation and Backfill for Utilities Extra Unit Price Work for Excavation and Backfill Crushed Stone Flexible Base Course Cement Stabilized Base Course Recycled Crushed Concrete Base Hot Mix Aspha/tic Base Course Lime Stabilized Subgrade Lime/Fly Ash Stabilized Subgrade Geotextile Utility Backfill Material Cement Stabilized Sand Rip Rap Pipe and Casing Augering Augering Pipe for Waterlines Tunnel Grout Aspha/tic Concrete Pavement Prime Coat Tack Coat Concrete Paving Concrete Joints Concrete Pavement Curing Trench Safety System Concrete Sidewalks Concrete Driveways Curb, Curb and Gutter, and Headers Tree and Plant Protection Waste Material Disposal Filter Fabric Fence Reinforced Filter Fabric Barrier A-2 DIVISION 2 - SECTION 02569 02570 · 02571(L) 02571(S) 02581 02582 02590 02600 02601 02602 02603 02604 02606 02607 02610 02611 02612 02615 02616 02617 02619 02620 02621 02622 02624 02626 02627 02629 02630 02640 02642 02643 02645 02664 02665 02667 02669 02675 ATTACHMENT "A" (Continued) SITE WORK TITLE Stabilized Construction Exit Traffic Control and Regulation Pavement Repair and Resurfacing Pavement Repair and Resurfacing Blast Cleaning of Pavement Preformed Durable Pavement Markings Temporary and Removable Reflectorized Pavement Markings Cast-in-place Concrete Manholes Precast Concrete Manholes Cast-In-Place Inlets, Headwalls, and Wingwalls Frames, Grates, Rings, and Covers Valve Boxes, Meter Boxes and Meter Vaults Precast Concrete Inlets, Headwalls and Wingwalls Adjusting Manholes, Inlets, and Valve Boxes to Grade Ductile-iron Pipe and Fittings Steel Pipe and Fittings Copper Tubing Reinforced Concrete Pipe Monolithic Reinforced Concrete Box Sewer Precast Reinforced Concrete Box Sewers High Density Polyethylene Solid and Profile Wall Pipe PVC Pipe Extra Strength Clay Pipe Corrugated Metal Pipe Structural Plate Culvert Structures Tapping Sleeves and Valves Water Meters Polyurethane Coatings on Steel or Ductile Iron Pipes Polyethylene Wrap Water and Wastewater Line Valves (Gate, Plug, Butterfly and Check) Air Release and Vacuum Relief Valves Pressure Reducing Valves Fire Hydrants Assembly Water Mains (Including valves, fire hydrants, disinfection) Water Tap and Service Line Installation Wet Connections Cut, Plug and Abandonment of Mains Disinfection of Water Lines A-3 ATTACHMENT "A" (Continued) DIVISION 2 - SITE WORK SECTION 02676 02720 02730 02731 02732 02752 02762 02811 02831 02901 02920 02932 02935 02953 TITLE Hydrostatic Testing of Pipelines Storm Sewers Gravity Sanitary Sewers Sanitary Sewage Force Mains Acceptance Testing for Sanitary Sewers Plastic Liner for Concrete Sewer Structures Sanitary Sewer Service Reconnections Landscape Irrigation Chain Link Fences and Gates Landscape Planting Topsoil Hydromulch Seeding Sodding Tree Planting DIVISION 3 - CONCRETE 03100 03210 03240 03250 03300 03305 03310 03311 03345 03370 03600 03700 Concrete Formwork Reinforcing Steel Fibrous Reinforcing Joints in Concrete Structures Cast-In-Place Concrete Concrete for Utility Construction Structural Concrete Seal Slabs Concrete Finishing Concrete Curing Structural Grout Concrete Repair and Rehabilitation DIVISION 4 - MASONRY 041 O0 Mortar 04200 Unit Masonry System DIVISION 5 - METALS 05500 Metal Fabrications 05520 Guardrails A-4 ATTACHMENT "A" (Continued) DIVISION 13 - SPECIAL CONSTRUCTION SECTION 13209 . 13411 13440 DIVISION 15 15053 15101 TITLE Hydropneumatic Tanks Ground Storage Tanks Pump Station Control System - MECHANICAL Pump Station Piping Valves and Gates for Pump Stations DIVISION 16 - ELECTRICAL 16010 16160 16480 Basic Electrical Requirements Cabinets and Enclosures Motor Control Center A-5 ATTACHMENT "B" Issue the following instructions and directions to all users (Consulting Engineers or City Staff Engineers, hereinafter referred to as "Designer") of the specifications prepared by Engineer. The Master Specifications have been prepared to include the requirements, features, materials of construction, and related items desired by the City based on its experience and needs. The Designer shall carefully review each Master Specifications and edit as necessary to suit project-specific requirements and to meet the design intent of the project. The Master Specifications are current as of the date of issue (shown in the lower left hand comer of each page). The Designer is directed to review engineering practices and legal developments as of the date of use and make any necessary revisions to the appropriate sections. Revisions to the Master Specifications shall not be made simply to comply with Designer standards or preferences. The Designer must base any revisions on the requirements of the project, subject to review and acceptance by the City. The Designer shall be responsible for the preparation of additional specification sections necessary for the bidding and construction of the project. The final Contract Documents shall be complete with all specifications, standard details, and drawings fully coordinated. The text of new specification sections prepared by the Designer shall comply with the format of the Master Specifications. After incorporation of any changes to the Contract Documents resulting from the final review comments of the City, the Designer shall seal the Contract Documents as Engineer of Record in accordance with the Texas Engineering Practice Act. B-1