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Rejection of Quote - Studebaker Fountain Water Improvements Proj No. 121-032 - Culligan Water
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Rejection of Quote - Studebaker Fountain Water Improvements Proj No. 121-032 - Culligan Water
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2/10/2022 9:40:25 AM
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2/10/2022 9:39:45 AM
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Board of Public Works
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Projects
Document Date
2/8/2022
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<br />Version 08/25/2021 Page - 18 Public Works Quote <br />5. All trenches shall be kept free from water until any joint filling material has hardened sufficiently not <br />to be harmed. Work associated with pipe trench dewatering should be in conformance with the <br />special provision noted elsewhere for Dewatering. <br /> <br />6. Other pipe installations shall be backfilled as shown on the plans or as directed. Prio r to and during <br />placement of bedding material and backfill, all standing water shall be removed from the trench. <br /> <br />7. An adequate earth cover shall be placed over the structure before heavy equipment is driven over <br />it. <br /> <br />8. This work will be measured in accordance with Section 715.13 of the INDOT Specifications, except <br />trench excavation, backfill material, trench backfilling, pipe bedding, aggregate for pipe bedding, <br />and excavation trench safety systems shall not be measured directly, but shall be included in the <br />unit cost of the various other pay items. <br /> <br />9. Where indicated on the plans or as required, a concrete saddle shall be provided for support of <br />utility lines that have a clearance of 0.5-foot or less. Payment for the concrete saddles, as required, <br />shall be incidental to the project. <br /> <br />10. Measurement and Payment <br /> <br />a. Payment for all costs of storm sewer and including the cost of all materials (excluding pavers), <br />equipment, tools, labor, transportation, operations, and all other incidentals, shall be paid for <br />on a per unit basis under the pay items as described below: <br /> <br />SANITARY SEWER PIPE, 6 IN………….…...….…………………………….LFT <br />XXI. PIPE CONNECTIONS <br />A. Prevailing Specifications: 2022, INDOT Standard Specifications Section 715, 720 <br />B. Additions: <br />1. Pipe connections to existing structures shall be made by coring a circular hole of the appropriate <br />size to accept the new pipe connection and boot. Oversized holes and grouting shall not be <br />used. <br />2. The Contractor shall utilized a Fernco Connection to make the sanitary connection to the existing <br />42” sanitary sewer line. Contractor shall install per City requirements and per manufacturers <br />written specifications. <br /> <br />3. Measurement and Payment <br /> <br />a. Payment for all costs of sanitary sewer pipe connections including the cost of all materials, <br />equipment, tools, labor, transportation, operations, and all other incidentals, shall be paid for <br />on a per unit basis under the pay items as described below <br /> <br />SANITARY SEWER PIPE FERNCO CONNECTION……...….…………………………….EA <br /> <br />XXII. EXISTING PUMP HOUSE WATER AND SANITARY PLUMBING AND EQUIPMENT <br />A. Prevailing Specifications: INDOT 2022 Standard Specifications Section 402, 406 <br />B. Additions: <br />1. The Contractor shall be responsible for the installation of all required Type K copper water piping, <br />fittings, ball valves, drain valves, 2” RPZ backflow preventer, coupling devices and all other related <br />equipment and materials required for a fully operation water supply system connection from the 2” <br />PE CTS DR-9 water supply line into the into the building to the water softener system and from the
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