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PARTIAL PAYMENT ESTIMATE <br /> #3 (FINAL) <br /> FROM: JUNE 28, 1993 <br /> TO: JULY 31, 1993 <br /> CONTRACTOR: GRIDOR CONSTR., INC. <br /> ADDRESS: 1886 BERKSHIRE LANE, PLYMOUTH, MN 55441 <br /> OWNER: CITY OF ST. ANTHONY, MINNESOTA <br /> PROJECT: WATER SYSTEM IMPROVEMENTS <br /> COMPLETION DATE AMOUNT OF CONTRACT: <br /> ORIGINAL: JUNE 15, 1993 ORIGINAL $ 162,043.00 <br /> REVISED: JULY 2, 1993 REVISED $ 165,686.34 <br /> CONTRACT ITEMS THIS PERIOD TOTAL TO DATE <br /> ITEM <br /> NO. DESCRIPTION UNIT QTY. UNIT OT : :; AMOUNT QTY. AMOUNT <br /> PRICE <br /> SCHEDULE 1.0 WATER SYSTEM IMPVTS. <br /> 1 COMMON EXCAVATION CY 50 17.40 0 0.00 50 870.00 <br /> 2 SUBGRADE PREPARATION RdSta 1.4 370.00 1.4 518.00 1 518.00 <br /> 3 CLASS 5 NATURAL AGGREGATE TON 90 18.60 90 1674.00 90 1674.00 <br /> 4 2331, TYPE 41A WEAR MIX TON 40 31.25 40 1250.00 40 1250.00 <br /> 5 CONCRETE SPLASH PAD EA 1 201.00 0 0.00 1 201.00 <br /> 6 REMOVE & REPLACE FENCE LS 1 1395.00 0.8 1116.00 1.0 1395.00 <br /> 7 REMOVE/SALVAGE EX. W.M. LF 170 10.90 38 414.20 118 1286.20 <br /> 8 FURNISH & INSTALL SUMP PUMP LS 1 1321.00 0 0.00 1 1321.00 <br /> 9 SITE GRADING LS 1 905.00 1 905.00 1 905.00 <br /> 10 SODDING, LAWN & BOULEVARD SY 1700 2.09 2180 4556.20 2180 4556.20 <br /> 11 12" D.I.P. WATERMAIN LF 245 35.80 0 0.00 241 8627.80 <br /> 12 14" D.I.P. WATERMAIN LF 3 207.00 0 0.00 3 621.00 <br /> 13 12" VALVE EA 2 839.00 0 0.00 2 1678.00 <br /> 4 1 4* VALVE EA 2 1767.00 0 0.00 2 3534.00 <br /> 5 BREAK INTO VAULT LS 1 1210.00 0 0.00 1 1210.00 <br /> 16 CONNECT TO EX. WATERMAIN LS 1 895.00 0 0.00 1 895.00 <br /> 17 FITTINGS LBS 1500 1.02 0 0.00 1440 1468.80 <br /> 18 PUMP STATION PIPING LS 110405.00 0 0.00 1.0 10405.00 <br /> 19 FURNISH & INSTALL PUMP EA 212072.00 0 0.00 2 24144.00 <br /> 20 ELECTRICAL LS 138490.00 0.0 0.00 1.0 38490.00 <br /> 21 PUMP STATION BUILDING LS 157225.00 0.03 1716.75 1.00 57225.00 <br /> SCHEDULE 1.0 WATERMAIN--Total $12,150.15 $162,275.00 <br /> SCHEDULE 2.0 ADDED WORK <br /> 1 COMMON EXCAVATION CY 40 17.40 40 696.00 40 696.00 <br /> 2 CLASS 5 NATURAL AGGREGATE TON 60 18.60 52 967.20 52 967.20 <br /> 3 2331, TYPE 41A WEAR MIX TON 22 31.25 12.5 390.63 12.5 390.63 <br /> 4 ADJUST STORM M.H. CASTING LS 1 200.00 1 200.00 1 200.00 <br /> 5 CTRL. PANEL MODIFICATIONS LS 1 934.84 1 934.84 1 934.84 <br /> 6 DOOR HARDWARE LS 1 339.00 1 339.00 1 339.00 <br /> 7 314" TAP FOR FAUCET LS 1 57.50 1 57.50 1 57.50 <br /> 8 SUMP PUMP ELECTRIC CONN. LS 1 504.80 1 504.80 1 504.80 <br /> 9 TOPSOIL BORROW LS 1 525.00 1 525.00 1 525.00 <br /> 10 RELOCATE PUMP HOUSE LS 1 700.00 1 700.00 1 700.00 <br /> 11 DEDUCT FOR GRADING LS 1 -500.00 1 -500.00 1 -500.00 <br /> 12 DEDUCT FOR BITUMINOUS LS 1 -218.40 1 -218.40 1 -218.40 <br /> EDULE 2.0 ADDED WORK --Total $4,596.57 $4,596.57 <br /> TOTAL AMOUNT THIS PERIOD $16,746.72 <br /> TOTAL AMOUNT TO DATE $166,871.57 <br />