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CITY OF EVERETT SPECIAL PROVISIONS
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<br />LS 47 – Beverly Lake Sewer ReplacementDivision B – BID DESCRIPTIONS January 30, 2025
<br />WO No. – UP3529 SP - 14
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<br />Bid Item 27 - HDPE SANITARY SEWER (TRENCHED), 8-inch
<br />Measurement and Payment: Unit Price per Linear Foot (LF)
<br />Per linear foot pipe measurement shall be based on the slope distance from point to point.
<br />The point of beginning or ending of measurement in any particular run of pipe shall be the
<br />vertical intersection of the centerline of the pipe measured with the centerline of the
<br />intersection pipe, or with the beginning or ending of any new linear length of valves or
<br />couplings contained within the measured length. At changes in pipe size connected by a
<br />reducer, the point of measurement shall be taken as the midpoint of the reducer.
<br />The unit contract price for PVC SANITARY SEWER MAIN, 8-Inch Diam., shall constitute full
<br />compensation for all labor, materials, tools and equipment necessary to furnish and install
<br />the pipe, restrained joints (where shown on the Plans or as required by the Standard
<br />Specifications and Special Provisions), and all fittings, including tees, crosses, reducers,
<br />couplings, material transitions and sleeves required for complete installation along the run of
<br />each pipe size, as shown on the Plans and specified herein, and additionally, shall include,
<br />but not be limited to, the following:
<br />(a) Removal of structures or obstructions not specifically covered under other Bid
<br />Items. This shall include, but not be limited to, removal and disposal of the
<br />existing asphalt or concrete pavement, sidewalk, curb, thrust blocks,
<br />miscellaneous landscaping, and sod as indicated on the Plans.
<br />(b) All required potholing to verify locations of water service crossings and existing
<br />utilities. The costs for potholing and excavation required to determine exact
<br />depths and locations of other utilities shall be included with this Work with no
<br />direct compensation made.
<br />(c) Utility or light pole holding in conformance with the requirements of the applicable
<br />utility including, if necessary, arranging for the utility to hold poles and paying the
<br />associated fees.
<br />(d) Where trench excavation is proposed, dewatering, installation of pipe, furnishing,
<br />placing, and compacting sand backfill for pipe bedding, furnishing, placing and
<br />compacting suitable native material for trench backfill and placing and
<br />compacting imported backfill material. No extra payment shall be made for
<br />removing, loading, hauling, and disposing of displaced and unsuitable material.
<br />(e) Maintenance, restoration and/or relocation, if required, of existing culverts, storm
<br />drainage pipe, other utilities and structures affected by construction that are to
<br />remain.
<br />(f) Ethafoam pads or sand backfill between sewer and other pipes.
<br />(g) Maintenance of existing sewer and provisions for interim service.
<br />(h) Extra depth, including excavation, backfill and compaction required to clear
<br />known buried utilities or other known obstacles.
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<br />Bid Item 28 - PVC SIDE SEWER LATERAL, 6-inch
<br />Measurement and Payment: Unit Price per Linear Foot (LF)
<br />Per linear foot pipe measurement shall be based on the slope distance from point to point.
<br />The point of beginning or ending of measurement in any particular run of pipe shall be the
<br />vertical intersection of the centerline of the pipe measured with the centerline of the
<br />intersection pipe, or with the beginning or ending of any new linear length of valves or
<br />couplings contained within the measured length. At changes in pipe size connected by a
<br />reducer, the point of measurement shall be taken as the midpoint of the reducer.
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