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I I CONTRACT ITEMS THIS PERIOD TOTAL TO DATE <br /> ITEM. <br /> NO DESCRIPTION NI <br /> UT QTY UNIT QTY. AMOUNT QTT AMOUNT <br /> ::PRICE <br /> 40 BIT EXTRACTION AND GRADATION -WEAR EA 2.00 85.00 0 0.00 0 0.00 <br /> 41 AIR VOIDS BASE COURSE (Laboratory) EA 2.00 55.00 0 0.00 0 0.00 <br /> 42 AIR VOIDS WEARING COURSE (Laboratory) EA 4.00 55.00 0 0.00 0 0.00 <br /> 43 BIT BASE COMPACTION SPECIFIED DENSIT EA 3.00 50.00 0 0.00 0 0.00 <br /> 44 BIT WEAR COMPACTION-SPECIFIED DENSIT EA 6.00 60.00 0 0.00 0 0.00 <br /> 45 CONCRETE- AIR ENTRAINMENT EA 35.00 35.00 0 0.00 0 0.00 <br /> 46 CONCRETE -SLUMP EA 35.00 35.00 0 0.00 0 0.00 <br /> 47 CONCRETE- CYLINDERS(3 CYL PER TEST) EA 20.00 35.00 0 0.00 0 0.00 <br /> SCHEDULE 1.0 GROVE AREA STREET CONSTRUCTION -TOTAL 27 57814 372,133.04 <br /> SCHEDULE 2.0 GROVE AREA SIDEWALK CONST. WEST OF COFFMAN <br /> 1 REMOVE CONCRETE SIDEWALK SF 24400.00 0.25 -70 (17.50) 24330 6,082.50 <br /> 2 REMOVE STEPS SF 125.00 2.00 -13 (26.00) 112 224.00 <br /> 3 4" CONCRETE WALK SF 21000.00 1.52 1569 2,384.88 22569 3430488 <br /> 4 CONCRETE STEPS TREAD 60.00 15.00 40 600.00 56 840.00 <br /> T SCHEDULE 2.0 GROVE AREA SIDEWALK CONST. WEST OF COFFMAN -TOTAL 2,941.38 41,451.38 <br /> SCHEDULE 3.0 GROVE AREA SIDEWALK CONST. EAST OF COFFMAN ALLOF HOYT <br /> 1 REMOVE CONCRETE SIDEWALK SF 20500.00 0.25 12120 3,030.00 18120 4,530.00 <br /> 2 4" CONCRETE WALK SF 20500.00 1.52 12728 19,346.56 18120 27,542.40 <br /> 3 6" CONCRETE S \W AND D \W PAVEMENT SY 400.00 18.00 367 6,606.00 367 6,606.00 <br /> 4 REM REP CONC CURB GUTTER- HOYT LF 100.00 12.00 390 4,680.00 637 7,644.00 <br /> T SCHEDULE 3.0 GROVE AREA SIDEWALK CONST. -TOTAL 33,662.56 46,322.40 <br /> SCHEDULE 4.0 COFFMAN AVE. PATHWAY CONST. <br /> 1 4" CONCRETE WALK SF 7350.00 1.52 -2760 (4,195.20) 4590 6,976.80 <br /> 2 6" CONCRETE SNV AND D/W APRON SY 40.00 18.00 -22.5 (405.00) 17.5 'i' s <br /> 3 2" BIT. DRIVEWAY RESTORATION SY 50.00 7.60 10.1 76.76 10.1 76.76 <br /> 4 CLASS 5 AGGREGATE BASE TON 10.00 12.00 0 0.00 10 120.00 <br /> 5 COMMON EXCAVATION CY 165.00 12.30 5 61.50 170 2,091.00 <br /> 6 SODDING WITH TOPSOIL SY 1400.00 1.35 1328 1,792.80 1328 1,792.80 <br /> 7 CLEARING TREE 10.00 200.00 0 0.00 10 2,000.00 <br /> 8 GRUBBING TREE 10.00 100.00 0 0.00 10 1,000.00 <br /> 9 PEDESTRIAN RAMP EA 5.00 135.00 3 405.00 3 405.00 <br /> 10 REM. REP. CONC. CURB GUTTER LF 70.00 12.00 0 0.00 70 840.00 <br /> 11 INPLACE DENSITY EMBANKMENT EA 2.00 60.00 0 0.00 0 0.00 <br /> 'I SCHEDULE 4.0 COFFMAN AVE. PATHWAY CONST. <br /> (2,264.14) 15,61 7.36 <br /> SCHEDULE 5.0 GROVE AREA STORM DRAINAGE <br /> 1 REMOVE PIPE LF 622.00 5.00 0 0.00 307 1,535.00 <br /> 2 REMOVE MANHOLE AND CATCHBASINS EA 16.00 120.00 0 0.00 11 1,320.00 <br /> 3 REMOVE REPLACE STORM SEWER LF 100.00 69.00 0 0.00 81 5,589.00 <br /> 4 12' RCP LF 821.00 27.00 0 0.00 811 21,897.00 <br /> 5 15" RCP LF 83.00 28.00 0 0.00 81 2,268.00 <br /> 6 48" STORM SEWER MANHOLE EA 6.00 950.00 0 0.00 5 4,750.00 <br /> 7 2 X 3 CATCHBASIN EA 17.00 750.00 0 0.00 17 12,750.00 <br /> 8 CONNECT TO EXISTING MANHOLE EA 15.00 400.00 0 0.00 15 6,000.00 <br /> 9 4" PE PIPE DRAIN W /GEOTEXTILE LF 1000.00 6.00 3 18.00 1003 6,018.00 <br /> 10 CONNECT EX SERVICE TO NEW ST SEW MA EA 1.00 200.00 0 0.00 1 200.00 <br /> 11 6" SERVICE PIPE LF 20.00 12.00 0 0.00 23.5 282.00 <br /> 12 TRENCH COMPACTION DENSITY TESTS EA 26.00 40.00 0 0.00 0 0.00 <br /> T SCHEDULE 5.0 GROVE AREA STORM DRAINAGE -TOTAL 18.00 62,609.00 <br />