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45 2531.602 CONCRETE PEDESTRIAN RAMP (TRAIL)
<br />46 2540.602 INSTALL SALVAGED MAILBOX
<br />47 2554.603 W -BEAM GUARD RAIL
<br />48 2563.601 TRAFFIC CONTROL
<br />49 2564.604 SIGN PANELS TYPE 0
<br />50 2573.502 INLET PROTECTION
<br />51 2573.502 SILT FENCE TYPE MACHINE SLICED
<br />52 2573.502 SILT FENCE TYPE FLOATING
<br />53 2575.513 MULCH MATERIAL
<br />54 2575.532 EROSION CONTROL BLANKET CATEGORY 1
<br />53 SPEC RAIN WATER GARDENS
<br />SCHEDULE 4.0- NOEL DRIVE -- TOTAL
<br />EACH 2.00 5450.00 0.00 50.00 2.00 5900.00
<br />EACH 32.00 570.00 0.00 50.00 32.00 52,240.00
<br />LF 160.00 522.50 150.00 53,375.00 150.00 $3,375.00
<br />LS 1.00 $1,200.00 0.00 $0.00 0.80 5960.00
<br />SY 14.00 $125.00 0.00 50.00 0.00 50.00
<br />EACH 14.00 5100.00 0.00 50.00 2.00 3200.00
<br />LF 660.00 51.75 0.00 50.00 700.00 $1,225.00
<br />LF 50.00 313.50 0.00 $0.00 50.00 5675.00
<br />CY 45.00 565.00 0.00 50.00 0.00 50.00
<br />SY 700.00 51.50 0.00 50.00 1,275.00 51,912.50
<br />EACH 11.00 5750.00 0.00 50.00 0.00 50.00
<br />53,375.00 5369,706.19
<br />SCHEDULE 5.0 • COUNTY ROAD 82
<br />1 2021.501 MOBILIZATION LS 1.00 $76,780.00 0.00 50.00 1.00 $78,780.00
<br />2 2101.502 CLEARING TREE 29.00 5200.00 25.00 55,000.00 25.00 55,000.00
<br />3 2101.507 GRUBBING TREE 29.00 5100.00 0.00 $0.00 0.00 50.00
<br />4 2104.501 REMOVE CONCRETE CURB AND GUTTER LF 1,050.00 53.00 743.00 $2,229.00 808.00 $2,424.00
<br />5 2104.501 REMOVE SEWER PIPE (STORM) LF 100.00 510.00 112.00 51,120.00 112.00 $1,120.00
<br />6 2104.501 REMOVE STORM CULVERT LF 335.00 310.00 169.00 $1,690.00 169.00 51,690.00
<br />7 2104.501 REMOVE CHAIN LINK FENCE LF 1,700.00
<br />32.00 0.00 §0.00 0.00 §0.00
<br />8 2104.505 REMOVE BITUMINOUS PAVEMENT SY 21,270.00 32.00 8,162.00 $16,324.00 20,062.00 540,124.00
<br />9 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 450.00 §5.00 60.00 5300.00 225.00 $1,125.00
<br />10 2104.509 REMOVE SIGN EACH 43.00 $15.00 0.00 $0.00 0.00 $0.00
<br />11 2104.509 REMOVE STORM STRUCTURE EACH 6.00 5400.00 4.00 $1,600.00 6.00 32,400.00
<br />12 2104.509 REMOVE SANITARY SEWER STRUCTURE EACH 1.00 5400.00 0.00 $0.00 0.00 50.00
<br />13 2104.509 REMOVE HYDRANT AND VALVE EACH 2.00 5400.00 2.00 $800.00 2.00 5800.00
<br />14 2104.509 REMOVE WOOD BRIDGE EACH 1.00 5600.00 1.00 $600.00 1.00 5600.00
<br />15 2104.521 SALVAGE RETAINING WALL LF 10.00 $25.00 0.00 50.00 0.00 50.00
<br />16 2104.521 SALVAGE FENCE LF 20.00 $10.00 0.00 $0.00 0.00 50.00
<br />17 2104.523 SALVAGE SIGN EACH 2.00 $15.00 0.00 $0.00 0.00 $0.00
<br />18 2104.523 SALVAGE MAILBOX EACH 3.00 $25.00 0.00 $0.00 3.00 $75.00
<br />19 2104.523 SALVAGE GUARD POSTS EACH 5.00 $100.00 0.00 50.00
<br />0.00 $0.00
<br />20 2104.523 SALVAGE FLAG POLE EACH 2.00 $200.00 2.00 $400.00 2.00 $400.00
<br />21 2105.501 COMMON EXCAVATION (P) CY 13,176.00 57.00 6,299.00 $44,093.00 10,529.00 573,703.00
<br />22 2105.501 POND EXCAVATION (P) CY 610.00 510.00 0.00 50.00 0.00 50.00
<br />23 2105.521 MODIFIED GRANULAR BORROW (CV) CY 3,550.00 510.00 2.110.80 533,868.80 2,116.80 533,888.80
<br />24 2105.604 GEOTEXTILE FABRIC CLASS V SY 11,190.00 51.70 0.00 30.00 0.00 §0.00
<br />25 2131.502 CALCIUM CHLORIDE GAL 4,000.00 §0.92 3,800.00 53,496.00 3,800.00 53,496.00
<br />26 2211.501 AGGREGATE BASE CLASS 5 TON 14,500.00 58.50 4,743.00 540,315.50 8,498.00 572,233.00
<br />27 2231.604 BITUMINOUS PATCH SY 35.00 $35.00 0.00 50.00 0.00 $0.00
<br />28 2232.501 MILL BITUMINOUS SURFACE (1.5) SY 440.00 55.00 0.00 $0.00 0.00 $0.00
<br />29 2350.501 TYPE SP WEAR COURSE MIXTURE TON 1,850.00 540.00 0.00 50.00 0.00 50.00
<br />30 2350.502 TYPE SP NON WEARING COURSE MIXTURE (BASE) TON 2,200.00 537.25 0.00 50.00 0.00 50.00
<br />31 2350.502 TYPE SP NON WEARING COURSE MIXTURE (BINDER) TON 1,850.00 537.25 0.00 $0.00 0.00 $0.00
<br />32 2501.602 15' FLARED END SECTION W /TRASHGUARD EACH 1.00 $591.51 1.00 5591.51 1.00 5591.51
<br />33 2501.602 27' FLARED END SECTION W /TRASHGUARD EACH 1.00 51,021.77 0.00 50.00 0.00 50.00
<br />34 2502.602 4' PERF PE PIPE DRAIN LF 300.00 52.00 0.00 50,00 0.00 50.00
<br />35 2503.541 12' RC PIPE SEWER DES 3006, CLV LF 1,400.00 525.33 996.00 525,228.68 1,408.00 535,664.64
<br />36 2503.541 15' RC PIPE SEWER DES 3006, CLV LF 1,210.00 525.41
<br />790.00 520,073.90 1,318.00 533.490.38
<br />37 2503.541 18' RC PIPE SEWER DES 3006, CLIII LF 877.00 52].09 249.00 56,745.41 957.00 525.925.13
<br />38 2503.541 2V RC PIPE SEWER DES 3006, CLIII LF 325.00 $28.06 325.00 39,119.50 325.00 59,119.50
<br />39 2503.541 24' RC PIPE SEWER DES 3006, CLIII LF
<br />700.00 $29.69 438.00 513,004.22 438.00 513,004.22
<br />40 2503.541 27' RC PIPE SEWER DES 3006, CLIII LF 79.00 548.81
<br />0.00 50.00 0.00 $0.00
<br />41 2503.602 CONNECT TO EXISTING STORM SEWER EACH 5.00 5600.00 1.00 5600.00 3.00 $1,800.00
<br />42 2503.602 CONNECT TO EXISTING STORM STRUCTURE EACH 2.00 5600.00 2.00 51,200.00 2.00 51,200.00
<br />43 2503.620 DUCTILE IRON FITTINGS LB 500.00 53.11 915.00 52,845.65 915.00 52.845.65
<br />44 2504.602 ADJUST VALVE EACH 6.00 5200.00 0.00 50.00 0.00 50.00
<br />45 2504.602 ADJUST HYDRANT AND VALVE EACH 1.00 5750.00 0.00 5000 0.00 50.00
<br />46 2504.602 HYDRANT AND VALVE EACH 3.00 53,793.21 3.00 511.379..63 3.00 511,379.63
<br />47 2504.602 CONNECT TO EXISTING WATERMAIN EACH 1.00 $1,743.08 1.00 51,743.08 1.00 51,743.08
<br />48 2504.602 8' GATE VALVE EACH 1.00 51,007.26 2.00 32,014.52 2.00 52,014.52
<br />49 2504.603 8' DUCTILE IRON WATERMAIN CL. 52 LF 140.00 $47.22 199.00 $9,396.78 199.00 59,396.78
<br />50 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 'X36' EACH 26.00 51,208.19 20.00 524,163.80 26.00 $31,412.94
<br />51 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48-4020 EACH 20.00 31,484.03 12.00 517,808.36 19.00 528,196.57
<br />52 2506.502 CONST DRAINAGE STRUCTURE DESIGN 664020 EACH 2.00 32.871.38 1.00 52,871.38 2.00 $5,742.76
<br />53 2506.502 CONST DRAINAGE STRUCTURE DESIGN 72-4020 EACH 2.00 52.871.38 3.00 38.614.14 3.00 38.614.14
<br />54 2506.502 CONST DRAINAGE STRUCTURE SPECIAL EACH 1.00 513,936.69 1.00 313,936.69 1.00 313,936.69
<br />O1Proj/816600J /0071 /ParlIal PaymentslPay Enlimale 43
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<br />CONTRACT ITEMS
<br />THIS PERIOD
<br />TOTAL TO DATE
<br />ITEM
<br />SPEC.
<br />NO.
<br />REF-
<br />DESCRIPTION
<br />UNIT
<br />QTY.
<br />UNIT
<br />QTY. AMOUNT
<br />QTY. AMOUNT
<br />PRICE
<br />45 2531.602 CONCRETE PEDESTRIAN RAMP (TRAIL)
<br />46 2540.602 INSTALL SALVAGED MAILBOX
<br />47 2554.603 W -BEAM GUARD RAIL
<br />48 2563.601 TRAFFIC CONTROL
<br />49 2564.604 SIGN PANELS TYPE 0
<br />50 2573.502 INLET PROTECTION
<br />51 2573.502 SILT FENCE TYPE MACHINE SLICED
<br />52 2573.502 SILT FENCE TYPE FLOATING
<br />53 2575.513 MULCH MATERIAL
<br />54 2575.532 EROSION CONTROL BLANKET CATEGORY 1
<br />53 SPEC RAIN WATER GARDENS
<br />SCHEDULE 4.0- NOEL DRIVE -- TOTAL
<br />EACH 2.00 5450.00 0.00 50.00 2.00 5900.00
<br />EACH 32.00 570.00 0.00 50.00 32.00 52,240.00
<br />LF 160.00 522.50 150.00 53,375.00 150.00 $3,375.00
<br />LS 1.00 $1,200.00 0.00 $0.00 0.80 5960.00
<br />SY 14.00 $125.00 0.00 50.00 0.00 50.00
<br />EACH 14.00 5100.00 0.00 50.00 2.00 3200.00
<br />LF 660.00 51.75 0.00 50.00 700.00 $1,225.00
<br />LF 50.00 313.50 0.00 $0.00 50.00 5675.00
<br />CY 45.00 565.00 0.00 50.00 0.00 50.00
<br />SY 700.00 51.50 0.00 50.00 1,275.00 51,912.50
<br />EACH 11.00 5750.00 0.00 50.00 0.00 50.00
<br />53,375.00 5369,706.19
<br />SCHEDULE 5.0 • COUNTY ROAD 82
<br />1 2021.501 MOBILIZATION LS 1.00 $76,780.00 0.00 50.00 1.00 $78,780.00
<br />2 2101.502 CLEARING TREE 29.00 5200.00 25.00 55,000.00 25.00 55,000.00
<br />3 2101.507 GRUBBING TREE 29.00 5100.00 0.00 $0.00 0.00 50.00
<br />4 2104.501 REMOVE CONCRETE CURB AND GUTTER LF 1,050.00 53.00 743.00 $2,229.00 808.00 $2,424.00
<br />5 2104.501 REMOVE SEWER PIPE (STORM) LF 100.00 510.00 112.00 51,120.00 112.00 $1,120.00
<br />6 2104.501 REMOVE STORM CULVERT LF 335.00 310.00 169.00 $1,690.00 169.00 51,690.00
<br />7 2104.501 REMOVE CHAIN LINK FENCE LF 1,700.00
<br />32.00 0.00 §0.00 0.00 §0.00
<br />8 2104.505 REMOVE BITUMINOUS PAVEMENT SY 21,270.00 32.00 8,162.00 $16,324.00 20,062.00 540,124.00
<br />9 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 450.00 §5.00 60.00 5300.00 225.00 $1,125.00
<br />10 2104.509 REMOVE SIGN EACH 43.00 $15.00 0.00 $0.00 0.00 $0.00
<br />11 2104.509 REMOVE STORM STRUCTURE EACH 6.00 5400.00 4.00 $1,600.00 6.00 32,400.00
<br />12 2104.509 REMOVE SANITARY SEWER STRUCTURE EACH 1.00 5400.00 0.00 $0.00 0.00 50.00
<br />13 2104.509 REMOVE HYDRANT AND VALVE EACH 2.00 5400.00 2.00 $800.00 2.00 5800.00
<br />14 2104.509 REMOVE WOOD BRIDGE EACH 1.00 5600.00 1.00 $600.00 1.00 5600.00
<br />15 2104.521 SALVAGE RETAINING WALL LF 10.00 $25.00 0.00 50.00 0.00 50.00
<br />16 2104.521 SALVAGE FENCE LF 20.00 $10.00 0.00 $0.00 0.00 50.00
<br />17 2104.523 SALVAGE SIGN EACH 2.00 $15.00 0.00 $0.00 0.00 $0.00
<br />18 2104.523 SALVAGE MAILBOX EACH 3.00 $25.00 0.00 $0.00 3.00 $75.00
<br />19 2104.523 SALVAGE GUARD POSTS EACH 5.00 $100.00 0.00 50.00
<br />0.00 $0.00
<br />20 2104.523 SALVAGE FLAG POLE EACH 2.00 $200.00 2.00 $400.00 2.00 $400.00
<br />21 2105.501 COMMON EXCAVATION (P) CY 13,176.00 57.00 6,299.00 $44,093.00 10,529.00 573,703.00
<br />22 2105.501 POND EXCAVATION (P) CY 610.00 510.00 0.00 50.00 0.00 50.00
<br />23 2105.521 MODIFIED GRANULAR BORROW (CV) CY 3,550.00 510.00 2.110.80 533,868.80 2,116.80 533,888.80
<br />24 2105.604 GEOTEXTILE FABRIC CLASS V SY 11,190.00 51.70 0.00 30.00 0.00 §0.00
<br />25 2131.502 CALCIUM CHLORIDE GAL 4,000.00 §0.92 3,800.00 53,496.00 3,800.00 53,496.00
<br />26 2211.501 AGGREGATE BASE CLASS 5 TON 14,500.00 58.50 4,743.00 540,315.50 8,498.00 572,233.00
<br />27 2231.604 BITUMINOUS PATCH SY 35.00 $35.00 0.00 50.00 0.00 $0.00
<br />28 2232.501 MILL BITUMINOUS SURFACE (1.5) SY 440.00 55.00 0.00 $0.00 0.00 $0.00
<br />29 2350.501 TYPE SP WEAR COURSE MIXTURE TON 1,850.00 540.00 0.00 50.00 0.00 50.00
<br />30 2350.502 TYPE SP NON WEARING COURSE MIXTURE (BASE) TON 2,200.00 537.25 0.00 50.00 0.00 50.00
<br />31 2350.502 TYPE SP NON WEARING COURSE MIXTURE (BINDER) TON 1,850.00 537.25 0.00 $0.00 0.00 $0.00
<br />32 2501.602 15' FLARED END SECTION W /TRASHGUARD EACH 1.00 $591.51 1.00 5591.51 1.00 5591.51
<br />33 2501.602 27' FLARED END SECTION W /TRASHGUARD EACH 1.00 51,021.77 0.00 50.00 0.00 50.00
<br />34 2502.602 4' PERF PE PIPE DRAIN LF 300.00 52.00 0.00 50,00 0.00 50.00
<br />35 2503.541 12' RC PIPE SEWER DES 3006, CLV LF 1,400.00 525.33 996.00 525,228.68 1,408.00 535,664.64
<br />36 2503.541 15' RC PIPE SEWER DES 3006, CLV LF 1,210.00 525.41
<br />790.00 520,073.90 1,318.00 533.490.38
<br />37 2503.541 18' RC PIPE SEWER DES 3006, CLIII LF 877.00 52].09 249.00 56,745.41 957.00 525.925.13
<br />38 2503.541 2V RC PIPE SEWER DES 3006, CLIII LF 325.00 $28.06 325.00 39,119.50 325.00 59,119.50
<br />39 2503.541 24' RC PIPE SEWER DES 3006, CLIII LF
<br />700.00 $29.69 438.00 513,004.22 438.00 513,004.22
<br />40 2503.541 27' RC PIPE SEWER DES 3006, CLIII LF 79.00 548.81
<br />0.00 50.00 0.00 $0.00
<br />41 2503.602 CONNECT TO EXISTING STORM SEWER EACH 5.00 5600.00 1.00 5600.00 3.00 $1,800.00
<br />42 2503.602 CONNECT TO EXISTING STORM STRUCTURE EACH 2.00 5600.00 2.00 51,200.00 2.00 51,200.00
<br />43 2503.620 DUCTILE IRON FITTINGS LB 500.00 53.11 915.00 52,845.65 915.00 52.845.65
<br />44 2504.602 ADJUST VALVE EACH 6.00 5200.00 0.00 50.00 0.00 50.00
<br />45 2504.602 ADJUST HYDRANT AND VALVE EACH 1.00 5750.00 0.00 5000 0.00 50.00
<br />46 2504.602 HYDRANT AND VALVE EACH 3.00 53,793.21 3.00 511.379..63 3.00 511,379.63
<br />47 2504.602 CONNECT TO EXISTING WATERMAIN EACH 1.00 $1,743.08 1.00 51,743.08 1.00 51,743.08
<br />48 2504.602 8' GATE VALVE EACH 1.00 51,007.26 2.00 32,014.52 2.00 52,014.52
<br />49 2504.603 8' DUCTILE IRON WATERMAIN CL. 52 LF 140.00 $47.22 199.00 $9,396.78 199.00 59,396.78
<br />50 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 'X36' EACH 26.00 51,208.19 20.00 524,163.80 26.00 $31,412.94
<br />51 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48-4020 EACH 20.00 31,484.03 12.00 517,808.36 19.00 528,196.57
<br />52 2506.502 CONST DRAINAGE STRUCTURE DESIGN 664020 EACH 2.00 32.871.38 1.00 52,871.38 2.00 $5,742.76
<br />53 2506.502 CONST DRAINAGE STRUCTURE DESIGN 72-4020 EACH 2.00 52.871.38 3.00 38.614.14 3.00 38.614.14
<br />54 2506.502 CONST DRAINAGE STRUCTURE SPECIAL EACH 1.00 513,936.69 1.00 313,936.69 1.00 313,936.69
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<br />-4
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