Site work for a water / sewer project in Seguin, Texas. Completed plans call for site work for a water / sewer project.

Reference Number 0000370532 Principal items of construction will include installation of approximately 8,852 LF of 24-Inch, 18-Inch and 8-Inch PVC and HDPE sewer main by open cut and approximately 7,362 LF of 18-Inch HDPE Sewer main by pipe bursting. Approximately 710 LF of steel casing will be installed by bore and 176 LF of steel and PVC casing will be installed by open cut. Question Deadline 12/27/2024 at 5:00 PM CT Questions are submitted online Yes General Requirements - Insurance Required Award Requirements - All or None Award Buyer Requires E-Bonding - Bid Bond 5 % - Performance Bond 100 % - Payment Bond 100 % -- Each bid must be accompanied by a certified or cashier's check, or an approved Bidders bond in an amount not less than 5% of the maximum total proposal, payable to the City of Seguin, Texas without recourse, as a guarantee that the Bidder will enter into a contract and execute performance and payment bonds on the forms provided, within ten (10) days after the award of contract. The successful Bidder must furnish Performance and Payments Bonds each in the amount of 100% of the contract price from an approved Surety Company holding a permit from the State of Texas to act as Surety and acceptable according to the latest list of companies holding certificates of authority from the Secretary of Treasury of the United States, or other Surety or Sureties acceptable to the Owner. *The City of Seguin reserves the right to reject or accept any and all proposals and to waive informalities. The City Council's decision will be final. A. This section specifies the general methods and requirements of submissions applicable to the following work-related submittals: Shop Drawings, Product Data, Samples, Construction Photographs, and Construction or Submittal Schedules. Detailed submittal requirements will be specified in the respective Specification sections. B. All submittals shall be clearly identified by reference to Specification section, paragraph, number, or detail as applicable. Submittals shall be clear and legible and of sufficient size for sufficient presentation of data. This section specifies the granular fill materials used for pipe bedding, replacement of unsuitable material, pavement base, foundation, support, etc. Construct a base course for surfacing, pavement, or other base courses composed of crushed stone and constructed as herein specified in one or more courses in conformance with the typical sections shown on the plans and to the lines and grades as established by the Engineer. Furnish complete-in-place Type A Grade 1-2 gravel flexible base to include base and pavement replacement, blading, hauling, delivery, stockpiling, placing, compaction, testing, and finishing. Replace sanitary sewer mains by Pipe Bursting method using hydraulically and pneumatically operated equipment to break and expanding the host pipe while simultaneously inserting liner pipe within the bore of the host pipe. The Contractor shall furnish all labor, materials, equipment, and incidentals to provide the televising and a NASSCO-(PACP) compliant database, and a NASSCO-(PACP) standard video, recorded in MPEG-1 format. All inspections shall be in accordance with NASSCO PACP requirements and a NASSCO PACP database shall be submitted and uploaded onto SAWS Contracting and Project Management System (CPMS) or SAWS most current program management system. All digital video files shall be color, closed-circuit TV in MPEG-1 format. The video shall include an inclinometer, visible on the video being viewed, noting the slope of the main being televised. The contractor shall provide all inspection data of mains and manholes written to a single storage device.