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4C, Resolution 2011-049 - Final Payment for the 2010 PMP to T.A. Schifsky and Sons
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4C, Resolution 2011-049 - Final Payment for the 2010 PMP to T.A. Schifsky and Sons
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10/10/2011 10:58:52 AM
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Final Payment for the 2010 PMP
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Final Payment for the 2010 PMP
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Final Payment for the 2010 PMP
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10/10/2011
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Item <br />No. <br />Item <br />Description <br />Units <br />Unit Price <br />Contract <br />Quantity <br />Quantity <br />to Date <br />Current <br />Quantity <br />.Amount to <br />Date <br />97 <br />2504.604 <br />4" POLYSTYRENE INSULATION <br />SQ YD <br />$29.57 <br />40 <br />22.4 <br />0 <br />$662.37 <br />98 <br />2504.608 <br />DUCTILE IRON FITTINGS <br />POUND <br />$2.41 <br />3500 <br />3397 <br />0 <br />$8,186.77 <br />Totals For Section Schedule C - Water Main Improvements: <br />$93,012.13 <br />Schedule D - Sanitary Sewer Improvements <br />99 <br />2503.601 <br />SANITARY SEWER BYPASS PUMPING <br />LUMP SUM <br />$0.01 <br />1 <br />1 <br />0 <br />$0.01 <br />100 <br />2503.602 <br />CONNECT TO EXISTING SANITARY SEWER <br />EACH <br />$530.45 <br />15 <br />11 <br />0 <br />$5,834.95 <br />101 <br />2503.602 <br />CONNECT TO EXISTING MANHOLES (SAN) <br />EACH <br />$1,030.00 <br />5 <br />4 <br />0 <br />$4,120.00 <br />- 102 <br />2503.602 <br />CONNECT TO EXISTING SANITARY SEWER SERVICE <br />EACH <br />$168.34 <br />23 <br />17 <br />- 0 <br />$2,861.78 <br />103 <br />2503.602 <br />8 "X4" PVC WYE <br />EACH <br />$211.52 <br />23 <br />17 <br />0 <br />$3,595.84 <br />104 <br />2503.603 <br />4" PVC PIPE SEWER - SDR 26 <br />LIN FT <br />$16.39 <br />250 <br />121 <br />0 <br />$1,983.19 <br />105 <br />2503.603 <br />TELEVISE SANITARY SEWER <br />-LIN FT <br />$1.03 <br />3000 <br />2474 <br />0 <br />$2,548.22 <br />106 <br />2503.603 <br />8" PVC PIPE SEWER - SDR 35 <br />LIN FT <br />$24.19 <br />1405 <br />1501 <br />0 <br />$36,309.19 <br />107 <br />- 2506.511 <br />RECONSTRUCT SANITARY MANHOLES <br />LIN FT <br />$200.73 <br />30 <br />33.4 <br />, 0 <br />$6,704.38 <br />108 <br />2506.516 <br />CASTING ASSEMBLY (SANITARY) <br />EACH <br />$631.66 <br />13 <br />11 <br />0 <br />$6,948.26 <br />109 <br />-2506.602 <br />CHIMNEY SEAL (EXTERNAL) <br />EACH <br />$298.44 <br />23 <br />21 <br />0 <br />$6,267.24 <br />110 <br />2506.603 <br />CONST 48" DIA SAN SEWER MANHOLE <br />LIN FT <br />$149.65 <br />46 <br />44.39 <br />0 <br />$6,642.96 <br />Totals For Section Schedule D - Sanitary Sewer Improvements: <br />$83,816.02 <br />Change Order 1 <br />111 <br />2021.501 <br />MOBILIZATION <br />LUMP SUM <br />($28,500.00) <br />0.11. <br />0 <br />0 <br />$0.00 <br />112 <br />2104.501 <br />REMOVE SEWER PIPE (SANITARY) <br />LIN FT <br />($2.06) <br />80 <br />0 <br />0 <br />$0.00 <br />113 <br />2104.501 <br />REMOVE SANITARY SERVICE PIPE <br />LIN FT <br />($2.06) <br />60 <br />0 <br />0 <br />$0.00 <br />114 <br />2104.501 <br />REMOVE CONCRETE CURB AND GUTTER <br />-LIN FT <br />($1.65) <br />185 <br />0 <br />0 <br />$0.00 <br />115 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SQ YD <br />($1.03) <br />200 <br />0 <br />0 <br />$0.00 <br />116 <br />2104.509 <br />REMOVE STRUCTURE (STORM) <br />EACH <br />($309.00) <br />1 <br />0 <br />0 <br />$0.00 <br />117 <br />2104.513 <br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH) <br />LIN FT <br />($1.29) <br />150 <br />0 <br />0 <br />$0.00 <br />118 <br />2104.602 <br />SALVAGE AND REINSTALL MAIL BOX <br />EACH <br />($56.65) <br />2 <br />0 <br />0 <br />$0.00 <br />119 <br />2105.507 <br />SUBGRADE EXCAVATION (EV) <br />CU YD <br />($9.27) <br />50 <br />0 <br />0 <br />$0.00 <br />120 <br />2105.522 <br />SELECT GRANULAR BORROW (CV) <br />CU YD <br />($9.27) <br />50 <br />0 <br />0 <br />$0.00 <br />121 <br />2105.525 <br />TOPSOIL BORROW (LV) <br />CU YD <br />($9.27) <br />15 <br />0 <br />0 <br />$0.00 <br />122 <br />2211.501 <br />AGGREGATE BASE CLASS 5 <br />TON <br />($9.50) <br />70 <br />0 <br />0 <br />$0.00 <br />123 <br />2232.501 <br />MILL BITUMINOUS SURFACE <br />SQ YD <br />($0.90) <br />3500 <br />0 <br />0 <br />$0.00 <br />124 - <br />2350.501 <br />TYPE LV 4 WEARING COURSE MIXTURE (B) <br />TON <br />($58.00) - <br />385 <br />0 <br />0 <br />$0.00 <br />125 ; <br />2350.502 <br />TYPE LV 3 NON WEARING COURSE MIXTURE (B) <br />TON <br />($58.50) <br />25 <br />0 <br />0 <br />$0.00 <br />126 <br />2357.502 <br />BITUMINOUS MATERIAL FOR TACK COAT <br />GALLON <br />($1.91) <br />320 <br />0 <br />0 <br />$0.00 <br />127 <br />2506.522 <br />ADJUST FRAME & RING CASTING ( SANITARY) <br />EACH <br />($257.50) - <br />2 <br />0 <br />0 <br />$0.00 <br />128 :2506.522 <br />ADJUST FRAME & RING CASTING ( STORM) <br />EACH <br />($257.50) <br />2 <br />0 <br />0 <br />$0.00 <br />129 <br />2531.603 <br />CONCRETE CURB & GUTTER, SURMOUNTABLE <br />LIN FT <br />($14.42) <br />185 <br />0 <br />0 <br />$0.00 <br />130 <br />2540.602 <br />MAIL BOX (TEMPORARY) <br />EACH <br />($8.24) <br />2 <br />0 <br />0 <br />$0.00 <br />131 <br />2563.601 <br />TRAFFIC CONTROL <br />LUMP SUM <br />($1,004.25) <br />0.1 <br />0 <br />0 <br />$0.00 <br />132 <br />2573.530 <br />STORM DRAIN INLET PROTECTION <br />EACH <br />($92.70) <br />4 <br />0 <br />0 <br />$0.00 <br />133 <br />2575.505 <br />SODDING TYPE LAWN <br />SQ YD <br />($2.21) <br />100 <br />0 <br />0 <br />$0.00 <br />134 <br />2104.521 <br />SALVAGE PIPE CULVERT <br />LIN FT <br />($10.30) <br />20 <br />0 <br />0 <br />$0.00 <br />135 <br />2104.523 <br />SALVAGE CONCRETE APRON <br />EACH <br />($154.52) <br />1 - <br />0 <br />0 <br />$0.00 <br />136 <br />2501.571 <br />INSTALL PIPE CULVERT <br />LIN FT <br />($18.13) <br />20 <br />0 . <br />0 <br />$0.00 <br />137 <br />2501.573 <br />INSTALL CONCRETE APRON <br />EACH <br />($257.50) <br />1 <br />0 <br />0 <br />$0.00 <br />138 <br />2503.602 <br />CONNECT TO EXISTING STORM SEWER <br />EACH <br />r <br />($257.50) <br />2 <br />0 <br />0 <br />$0.00 <br />139 '2506.502 <br />CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL (2'X3' CB) <br />EACH <br />($555.25) <br />1 <br />0 <br />0 <br />$0.00 <br />140 <br />2503.602 <br />CONNECT TO EXISTING SANITARY SEWER <br />EACH <br />($530.45) <br />2 <br />0 <br />0 <br />$0.00 <br />141 <br />2503.602 <br />CONNECT TO EXISTING MANHOLES (SAN) <br />EACH <br />($1,030.00) <br />2 <br />0 <br />0 . <br />$0.00 <br />142 <br />2503.602 <br />CONNECT TO EXISTING SANITARY SEWER SERVICE <br />EACH <br />($168.34) <br />2 <br />0 <br />0 <br />$0.00 <br />Page 4 <br />
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