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ITB 21-08-01 Utility Undergrounding Golden Shores (final)
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ITB 21-08-01 Utility Undergrounding Golden Shores (final)
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Last modified
9/1/2021 10:14:46 AM
Creation date
9/1/2021 10:11:02 AM
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CityClerk-Bids_RFP_RFQ
Project Name
Utility Undergrounding Conversion for Golden Shores
Bid No. (xx-xx-xx)
21-08-01
Project Type (Bid, RFP, RFQ)
Bid
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<br />15080 - 7/10 <br />of Piping, Section 15060. <br /> <br />B. Drill Path Geometry: <br />1. The CONTRACTOR is responsible for horizontal and vertical alignment of the <br />pilot drill and final installed pipe. The pilot drill alignment shall conform to the <br />pipeline alignments submitted by the contractor in Bore Path Report. The <br />CONTRACTOR shall submit all proposed changes to the vertical alignment <br />shown on the Contract Drawings for approval prior to commencing work. Under <br />no circumstances shall installed pipe be at a different elevation than 2-feet <br />from the horizontal alignment shown on the Drawings. <br />2. Should the completed directional drill pipeline alignment differ from the <br />Drawings such that additional/different fittings are necessary to join the <br />excavated pipe, then these shall be provided and installed at no additional <br />cost. <br />3. Entry and exit points shall be surveyed by experienced survey personnel <br />licensed in the State of Florida. <br />4. CONTRACTOR shall map the location of each pilot drill string joint to a <br />minimum horizontal and vertical scale of 1-inch equals 40-feet. The map shall <br />be posted in the CONTRACTOR'S office and at no cost. <br />5. Should the CONTRACTOR exceed the limits described above, a new pilot drill <br />shall be performed at the expense of the CONTRACTOR and at no cost. <br />6. Sump pits are required to contain drilling fluids if vacuum devices are not <br />operated throughout the drilling operation. <br />a. Within 48 hours of completing installation of the boring product, clean the <br />work site of all excess slurry or spoils. <br />b. The CONTRACTOR shall take responsibility for the removal and final <br />disposition of the excess slurry or spoils. <br />c. The CONTRACTOR shall ensure that the work site is restored to pre- <br />construction conditions. <br /> <br />C. HDPE Joining and Installation: <br />1. Sections of HDPE pipe shall be joined into continuous lengths on the job site <br />above ground. <br />2. Joining method shall be the butt joint heat fusion method and shall be <br />performed in accordance with the pipe manufacturer's recommendations and <br />by experienced personnel. <br />3. Butt fusion equipment used in the joining procedures shall be capable for <br />meeting all conditions recommended by the pipe manufacturer, including, but <br />not limited to, temperature requirements, alignment and 75 psi interfacial <br />fusion pressure. <br />4. Pipe and fitting joints shall be heat fused by a qualified fusion technician: <br />trained by an approved manufacturer's representative. In accordance with the <br />manufacturer's recommended fusion procedures. The CONTRACTOR shall <br />provide written certification from the pipe manufacturer for each fusion <br />technician employed on the Project. Training or requalification shall have been <br />obtained within the 12 months prior to the beginning of work
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