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<br /> Contract Unit Current Quantity Amount
<br />No. Item Unit Quantity Price Quantity to Date to Date
<br /> PART 5 - STREETS:
<br />46 M081L1ZA TION LS 1 9106.00 0.15 1 $9,106.00
<br />47 SUBGRADE PREPARATION - STREET SY 9500 0.50 9500 $4.750.00
<br />48 SUBGRADE PREPARATION - TRAIL SY 1300 0.67 324 1124 $753.08
<br />49 GEOTEXTILE FABRIC SY 9500 1.34 9500 $12,730.00
<br />50 SELECT GRANULAR BORROW (CV) CY 5200 11.35 5200 $59,020.00
<br />51 AGGREGATE BASE, CLASS 5 TN 3600 11.39 291.2 3891.2 $44,320.77
<br />52 AGGREGATE BASE, CLASS 5 - SIDEWALK TN 160 11.39 $0.00
<br />53 AGGREGATE BASE, CLASS 5 - TRAIL TN 500 11.39 317.07 567.07 $6,458.93
<br />54 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 730 35.02 772.69 $27,059.60
<br />55 TYPE LV 3 WEARING COURSE MIXTURE (B) TN 730 36.31 $0.00
<br />56 BITUMINOUS MATERIAL FOR TACK COAT GAL 400 1.39 150 $208.50
<br />57 BITUMINOUS WEAR COURSE, TYPE 41A. TRAIL TN 140 48.93 261.56 261.56 $12,798.13
<br />58 SURMOUNT A8LE CONCRETE CURB AND GUTTER LF 4300 7.36 4268 $31,412.48
<br />59 4" CONCRETE SIDEWALK SF 4800 2.72 $0.00
<br />60 PEDESTRIAN CURB RAMP EA 2 154.50 $0.00
<br />61 4" PERFORATED POLYETHYLENE PIPE LF 4300 3.09 4172 $12,891.48
<br />62 SKIDSTER (80BCA T WITH OPERATOR) HR 20 75.00 $0.00
<br />63 STREET SWEEPER (PICKUP BROOM W/OPERATOR) HR 20 150.00 $0.00
<br />64 WATER FOR DUST CONTROL 1000 GAL 50 20.00 $0.00
<br />65 DOUBLE WOOD BARRICADES (2 PER EA), INCL SIGN PANELE EA 2 386.25 2 2 $772.50
<br />66 REMOVE AND REPLACE CONCRETE CURB - HUNTERS 1 ST LF 30 21.63 $0.00
<br />67 REPAIR GATE VALVE - HUNTERS 1ST EA 1 509.82 $0.00
<br />68 TEMP. ROCK CONSTRUCTION ENTRANCE TN 100 18.00 50 $900.00
<br />69 PROTECTION OF CB IN STREET EA 13 50.00 $0.00
<br /> Total PART 5" STREETS: $223,181.47
<br /> PART 5 - STREETS:" Bid Amount Total" $262,656.72
<br /> PART 6" SANITARY SEWER" CENTERVlLLE ROAD:
<br />70 8" PVC SANITARY SEWER. SDR 35, 10'-12' DEEP LF 650 21.24 653 $13,869.72
<br />71 CONNECT TO EXISTING MANHOLE EA 1 1409.75 1 $1,409.75
<br />72 4' DIAMETER SANITARY MANHOLE EA 2 1368.65 2 $2,737.30
<br />73 4' DIAMETER SANITARY MANHOLE OVERDEPTH LF 6 103.53 3.19 $330.26
<br />74 8" OUTSIDE DROP LF 3.4 203.25 4.5 $914.63
<br />75 IMPROVED PIPE FOUNDATION LF 650 3.20 653 $2,089.60
<br />76 CLOSED CIRCUIT TV INSPECTION LF 650 0.64 $0.00
<br />77 CLEAR AND GRUB LS 1 5000.00 1 $5,000.00
<br />78 LANDSCAPING LS 1 6489.00 1 1 $6,489.00
<br />79 REMOVE AND REPLACE 6882 DRIVEWAY LS 1 1875.00 0.25 1 $1,875.00
<br />80 REMOVE AND REPLACE 6892 DRIVEWAY LS 1 1875.00 0.25 1 $1,875.00
<br />81 REMOVE AND REPLACE BITUMINOUS TRAIL SY 45 12.88 21 21 $270.48
<br />82 TRAFFIC CONTROL LS 1 1545.00 0.05 1 $1,545.00
<br />83 SEEDING, INCL SEED, FERTILIZER, MULCH, AND DISK ANCH( AC 0.5 2729.50 0.5 0.5 $1,364.75
<br />84 EROSION CONTROL BLANKET SY 1000 1.80 1525 1525 $2,745.00
<br /> Total PART 6" SANITARY SEWER" CENTERVILLE ROAD: $42,515.49
<br /> PART 6" SANITARY SEWER - CENTERVILLE ROAD:" Bid Amounl Total- $42,289,63
<br /> PART 7" WATER MAIN" CENTERVILLE ROAD:
<br />85 6" PVC WATER MAIN LF 500 16.81 521 $8,758.01
<br />86 6" GATE VALVE AND BOX EA 1 651,11 1 $651.11
<br />87 HYDRANT WITH VALVE EA 1 2281.98 1 $2,281,98
<br />88 IMPROVED PIPE FOUNDATION LF 300 3.20 $0.00
<br />89 DUCTILE IRON FITTINGS LB 200 0.92 253 $232.76
<br />90 6" PIPE RESTRAINT EA 6 41.95 6 $251.70
<br />91 SODDING, LAWN TYPE SY 500 4.67 400 400 $1,868.00
<br />92 SEEDING, INCL SEED, FERTILIZER, MULCH, AND DISK ANCH( AC 0.25 2729.50 0.2 0.2 $545.90
<br />93 REMOVE AND REPLACE CULVERT AND DRIVEWAY LS 1 1875.00 0.25 1 $1,875.00
<br /> Total PART 7" WATER MAIN" CENTERVILLE ROAD: $16,464.46
<br /> PART 7 - WATER MAIN" CENTERVILLE ROAD:" Bid Amount Total- $17,626.17
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<br />61603132REQ5.xls
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