|
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 C
<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
<br />EACH 32.00 570.00
<br />LF 16000 522.50
<br />LS 1.00 $1,20000
<br />SY 14.00 512500
<br />EACH 14.00 5100.00
<br />LP 660.00 51.75
<br />LF 50.00 513.50
<br />CY 45.00 56500
<br />SY 700.00 51.50
<br />EACH 11.00 575000
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />50.00
<br />50.00
<br />5000
<br />5000
<br />50.00
<br />8000
<br />50.00
<br />5000
<br />30.00
<br />50.00
<br />50.00
<br />2.00
<br />32.00
<br />150.00
<br />1.00
<br />14,00
<br />8.00
<br />755.00
<br />50.00
<br />19.50
<br />1,275.00
<br />9.00
<br />5900.00
<br />32,240.00
<br />53,375.00
<br />51,200.00
<br />51,750,00
<br />S80O.00
<br />$1,321.25
<br />3675.00
<br />51,267.50
<br />51,912.50
<br />56,750.00
<br />5189.00 $466,823.00
<br />. D LE5.0 -C• TY:.•D=
<br />1 2021.501 MOBILIZATION LS 1.00 $78,780.00 0.00 50.00 1.00 576,780.00
<br />2 2101.502 CLEARING TREE 29.00 5200.00 0.00 5000 24.00 54,80000
<br />3 2101.507 GRUBBING TREE 29,00 5100.00 0.00 5000 24.00 52,400,00
<br />4 2104.501 REMOVE CONCRETE CURB AND GUTTER LF 1,050.00 53.00 0.00 5000 1,622.17 54,66651
<br />5 2704.501 REMOVE SEWER PIPE (STORM) LF 100.00 510.00 0.00 5000 112.00 51,120.00
<br />6 2104.501 REMOVE STORM CULVERT LE 335.00 51000 0,00 $000
<br />214.00 52,140.00
<br />7 2104.501 REMOVE CHAIN LINK FENCE LE 1,700.00 52,00 0.00 50.00 7.00 514.00
<br />8 2104.505 REMOVE BITUMINOUS PAVEMENT 5Y 21,270.00 $2.00 0.00 50.00 21,270.00 $42,540.00
<br />9 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 450.00 55.00 0.00 5000 239.70 $1,198.50
<br />10 21O4.509 REMOVE SIGN EACH 43.00 515.00 0.00 50.00 43.00 $645.00
<br />11 2104.509 REMOVE STORM STRUCTURE EACH 6,00 5400.00 0.00 50.00 7.00 $2,800.00
<br />12 2104.509 REMOVE SANITARY SEWER STRUCTURE EACH 1.00 $400,00 0.00 50.00 0.00 50.00
<br />13 2104.509 REMOVE HYDRANT AND VALVE EACH 2.00 5400.00 0.00 50.00 2.00 880000
<br />14 2104.509 REMOVE WOOD BRIDGE EACH 1.00 5600.00 0.00 5000 1.00 9600.00
<br />15 2104.521 SALVAGE RETAINING WALL LF 10.00 525.00 0.00 50.00 17.00 9425.00
<br />16 2104.521 SALVAGE FENCE LF 20.00 510.00 0.00 50.00 15.00 5150.00
<br />17 2104,523 SALVAGE SIGN EACH 2.00 515.00 0.00 5000 2.00 530.00
<br />18 2104.523 SALVAGE MAILBOX EACH 3.00 525.00 0.00 50.00 3.00 575.00
<br />19 2104.523 SALVAGE GUARD POSTS EACH 5.00 5100.00 0,00 $0.00 0.00 50.00
<br />20 2104.523 SALVAGE FLAG POLE EACH 2.00 3200.00 0.00 5000 2.00 5400.00
<br />21 2105.501 COMMON EXCAVATION (P) CY 13,176.00 $7.00 0.00 30.00 13.176,00 592,232.00
<br />22 2105.501 POND EXCAVATION (P) CY 610.00 510.00 0.00 50.00 610.00 56,100,00
<br />23 2105.521 MODIFIED GRANULAR BORROW (CV) CY 3,550.00 816.00 0.00 5000 3,193.13 $51,090.08
<br />24 2105.604 GEOTEXTILE FABRIC CLASS V SY 11,190.00 51.70 0.00 50.00 0.00 50.00
<br />25 2131.502 CALCIUM CHLORIDE GAL 4,000.00 50.92 0.00 50.00 3,800.00 53,496.00
<br />26 2211.501 AGGREGATE BASE CLASS 5 TON 14,500.60 58.50 0.00 50.00 12,774.41 5108,58249
<br />27 2231.604 BITUMINOUS PATCH SY 35.00 535.00 0.00 50.00 27.20 5952.00
<br />28 2232.501 MILL BITUMINOUS SURFACE (1.5 ") SY 440.00 35.00
<br />0.00 50.00
<br />152.00 5760.00
<br />29 2350.501 TYPE SP WEAR COURSE MIXTURE TON 1,850.00 $40.00 0.00 50.00 1,944,14 577,765.60
<br />30 2350.502 TYPE SP NON WEARING COURSE MIXTURE (BASE) TON 2.200.00 537.25 0,00 50.00 2,242.28 $83,524.93
<br />31 2350.502 TYPE SP NON WEARING COURSE MIXTURE (BINDER) TON 1,850.00 537.25 0.00 50.00 1,861.12 569,326.72
<br />32 2501.602 15" FLARED END SECTION W /TRASHGUARO EACH 1.00 5591.51 0.00 50.00 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 30.00 560.00
<br />35 2503.541 12" RC PIPE SEWER DES 3006, CLV LF 1,400.00 525.33 0.00 50.00 1,408.00 535,664.64
<br />36 2503,541 15" RC PIPE SEWER DES 3006, CLV LF 1,210.00 525.41 0.00 50.00 1,318.00 533,490.38
<br />37 25O3.541 18" RC PIPE SEWER DES 3006, CLIII LF 8]].00 52].09 0.00 50.00 957,00 $25,925.13
<br />38 2503.541 21" RC PIPE SEWER DES 3006, CLIII LF 325.00 52806 0.00 50.00 325.00 59,119.50
<br />39 2503,541 24" RC PIPE SEWER DES 3006, CLIII LF 700.00 529.69 0.00 50.00 895.00 526,572.55
<br />40 2503.541 27" RC PIPE SEWER 0683006, CLIII LF 79.00 548.81 0.00 50.00 0.00 50.00
<br />41 2503.602 CONNECT TO EXISTING STORM SEWER EACH 5.00 5800.00 0.00 50.00 5.00 53,000.00
<br />42 2503.602 CONNECT TO EXISTING STORM STRUCTURE EACH 2.00 5600.00 0.00 50.00 1.00 5500.00
<br />43 2503.620 DUCTILE IRON FITTINGS LB 500.00 53.11 0.00 50.00 1,145.00 53,560.95
<br />44 2504.602 ADJUST VALVE EACH 6.00 5200.00 0.00 50.00 000 50.00
<br />45 2504.602 ADJUST HYDRANT AND VALVE EACH 1.00 5750.00 0.00 50.00 1.00 5]5000
<br />46 2504.602 HYDRANT AND VALVE EACH 3.00 53,793.21 0.00 50.00 3.00 511,379.63
<br />47 2504.602 CONNECT TO EXISTING WATERMAIN EACH 1.00 51,743.08 0.00 50.00 1.00 51,743.08
<br />48 2504.602 8" GATE VALVE EACH 1.00 51,007,26 0,00 50.00 3.00 53,021.78
<br />49 2504.603 8 " DUCTILE IRON WATERMAIN CL. 52 LF 140.00 547.22 0.00 50.00 250.00 511,805.00 50 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36" EACH 26.00 51,208.19
<br />0.00 50.00 26.00 $31.412.94
<br />51 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48 -4020 EACH 20.00 51,48403 0.00 50.00 19.00 528,196.57
<br />52 2506.502 CONST DRAINAGE STRUCTURE DESIGN 66 -0020 EACH 2.00 52,871,38 000 50.00 2.00 $5,742.76
<br />53 2506.502 CONST DRAINAGE STRUCTURE DESIGN 72 -4020 EACH 2.00 52,871.38 0.00 50.00 3.00 58,614.74
<br />54 2506.502 CONST DRAINAGE STRUCTURE SPECIAL EACH 1.00 513,936.69 0.00 5000 1.00 513,936.69
<br />O /Pmj1816600J10071 /PONaI Paymenl5 /Pay Es 49 Final (2005 Pro t)
<br />4
<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 C
<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
<br />EACH 32.00 570.00
<br />LF 16000 522.50
<br />LS 1.00 $1,20000
<br />SY 14.00 512500
<br />EACH 14.00 5100.00
<br />LP 660.00 51.75
<br />LF 50.00 513.50
<br />CY 45.00 56500
<br />SY 700.00 51.50
<br />EACH 11.00 575000
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />50.00
<br />50.00
<br />5000
<br />5000
<br />50.00
<br />8000
<br />50.00
<br />5000
<br />30.00
<br />50.00
<br />50.00
<br />2.00
<br />32.00
<br />150.00
<br />1.00
<br />14,00
<br />8.00
<br />755.00
<br />50.00
<br />19.50
<br />1,275.00
<br />9.00
<br />5900.00
<br />32,240.00
<br />53,375.00
<br />51,200.00
<br />51,750,00
<br />S80O.00
<br />$1,321.25
<br />3675.00
<br />51,267.50
<br />51,912.50
<br />56,750.00
<br />5189.00 $466,823.00
<br />. D LE5.0 -C• TY:.•D=
<br />1 2021.501 MOBILIZATION LS 1.00 $78,780.00 0.00 50.00 1.00 576,780.00
<br />2 2101.502 CLEARING TREE 29.00 5200.00 0.00 5000 24.00 54,80000
<br />3 2101.507 GRUBBING TREE 29,00 5100.00 0.00 5000 24.00 52,400,00
<br />4 2104.501 REMOVE CONCRETE CURB AND GUTTER LF 1,050.00 53.00 0.00 5000 1,622.17 54,66651
<br />5 2704.501 REMOVE SEWER PIPE (STORM) LF 100.00 510.00 0.00 5000 112.00 51,120.00
<br />6 2104.501 REMOVE STORM CULVERT LE 335.00 51000 0,00 $000
<br />214.00 52,140.00
<br />7 2104.501 REMOVE CHAIN LINK FENCE LE 1,700.00 52,00 0.00 50.00 7.00 514.00
<br />8 2104.505 REMOVE BITUMINOUS PAVEMENT 5Y 21,270.00 $2.00 0.00 50.00 21,270.00 $42,540.00
<br />9 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 450.00 55.00 0.00 5000 239.70 $1,198.50
<br />10 21O4.509 REMOVE SIGN EACH 43.00 515.00 0.00 50.00 43.00 $645.00
<br />11 2104.509 REMOVE STORM STRUCTURE EACH 6,00 5400.00 0.00 50.00 7.00 $2,800.00
<br />12 2104.509 REMOVE SANITARY SEWER STRUCTURE EACH 1.00 $400,00 0.00 50.00 0.00 50.00
<br />13 2104.509 REMOVE HYDRANT AND VALVE EACH 2.00 5400.00 0.00 50.00 2.00 880000
<br />14 2104.509 REMOVE WOOD BRIDGE EACH 1.00 5600.00 0.00 5000 1.00 9600.00
<br />15 2104.521 SALVAGE RETAINING WALL LF 10.00 525.00 0.00 50.00 17.00 9425.00
<br />16 2104.521 SALVAGE FENCE LF 20.00 510.00 0.00 50.00 15.00 5150.00
<br />17 2104,523 SALVAGE SIGN EACH 2.00 515.00 0.00 5000 2.00 530.00
<br />18 2104.523 SALVAGE MAILBOX EACH 3.00 525.00 0.00 50.00 3.00 575.00
<br />19 2104.523 SALVAGE GUARD POSTS EACH 5.00 5100.00 0,00 $0.00 0.00 50.00
<br />20 2104.523 SALVAGE FLAG POLE EACH 2.00 3200.00 0.00 5000 2.00 5400.00
<br />21 2105.501 COMMON EXCAVATION (P) CY 13,176.00 $7.00 0.00 30.00 13.176,00 592,232.00
<br />22 2105.501 POND EXCAVATION (P) CY 610.00 510.00 0.00 50.00 610.00 56,100,00
<br />23 2105.521 MODIFIED GRANULAR BORROW (CV) CY 3,550.00 816.00 0.00 5000 3,193.13 $51,090.08
<br />24 2105.604 GEOTEXTILE FABRIC CLASS V SY 11,190.00 51.70 0.00 50.00 0.00 50.00
<br />25 2131.502 CALCIUM CHLORIDE GAL 4,000.00 50.92 0.00 50.00 3,800.00 53,496.00
<br />26 2211.501 AGGREGATE BASE CLASS 5 TON 14,500.60 58.50 0.00 50.00 12,774.41 5108,58249
<br />27 2231.604 BITUMINOUS PATCH SY 35.00 535.00 0.00 50.00 27.20 5952.00
<br />28 2232.501 MILL BITUMINOUS SURFACE (1.5 ") SY 440.00 35.00
<br />0.00 50.00
<br />152.00 5760.00
<br />29 2350.501 TYPE SP WEAR COURSE MIXTURE TON 1,850.00 $40.00 0.00 50.00 1,944,14 577,765.60
<br />30 2350.502 TYPE SP NON WEARING COURSE MIXTURE (BASE) TON 2.200.00 537.25 0,00 50.00 2,242.28 $83,524.93
<br />31 2350.502 TYPE SP NON WEARING COURSE MIXTURE (BINDER) TON 1,850.00 537.25 0.00 50.00 1,861.12 569,326.72
<br />32 2501.602 15" FLARED END SECTION W /TRASHGUARO EACH 1.00 5591.51 0.00 50.00 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 30.00 560.00
<br />35 2503.541 12" RC PIPE SEWER DES 3006, CLV LF 1,400.00 525.33 0.00 50.00 1,408.00 535,664.64
<br />36 2503,541 15" RC PIPE SEWER DES 3006, CLV LF 1,210.00 525.41 0.00 50.00 1,318.00 533,490.38
<br />37 25O3.541 18" RC PIPE SEWER DES 3006, CLIII LF 8]].00 52].09 0.00 50.00 957,00 $25,925.13
<br />38 2503.541 21" RC PIPE SEWER DES 3006, CLIII LF 325.00 52806 0.00 50.00 325.00 59,119.50
<br />39 2503,541 24" RC PIPE SEWER DES 3006, CLIII LF 700.00 529.69 0.00 50.00 895.00 526,572.55
<br />40 2503.541 27" RC PIPE SEWER 0683006, CLIII LF 79.00 548.81 0.00 50.00 0.00 50.00
<br />41 2503.602 CONNECT TO EXISTING STORM SEWER EACH 5.00 5800.00 0.00 50.00 5.00 53,000.00
<br />42 2503.602 CONNECT TO EXISTING STORM STRUCTURE EACH 2.00 5600.00 0.00 50.00 1.00 5500.00
<br />43 2503.620 DUCTILE IRON FITTINGS LB 500.00 53.11 0.00 50.00 1,145.00 53,560.95
<br />44 2504.602 ADJUST VALVE EACH 6.00 5200.00 0.00 50.00 000 50.00
<br />45 2504.602 ADJUST HYDRANT AND VALVE EACH 1.00 5750.00 0.00 50.00 1.00 5]5000
<br />46 2504.602 HYDRANT AND VALVE EACH 3.00 53,793.21 0.00 50.00 3.00 511,379.63
<br />47 2504.602 CONNECT TO EXISTING WATERMAIN EACH 1.00 51,743.08 0.00 50.00 1.00 51,743.08
<br />48 2504.602 8" GATE VALVE EACH 1.00 51,007,26 0,00 50.00 3.00 53,021.78
<br />49 2504.603 8 " DUCTILE IRON WATERMAIN CL. 52 LF 140.00 547.22 0.00 50.00 250.00 511,805.00 50 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36" EACH 26.00 51,208.19
<br />0.00 50.00 26.00 $31.412.94
<br />51 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48 -4020 EACH 20.00 51,48403 0.00 50.00 19.00 528,196.57
<br />52 2506.502 CONST DRAINAGE STRUCTURE DESIGN 66 -0020 EACH 2.00 52,871,38 000 50.00 2.00 $5,742.76
<br />53 2506.502 CONST DRAINAGE STRUCTURE DESIGN 72 -4020 EACH 2.00 52,871.38 0.00 50.00 3.00 58,614.74
<br />54 2506.502 CONST DRAINAGE STRUCTURE SPECIAL EACH 1.00 513,936.69 0.00 5000 1.00 513,936.69
<br />O /Pmj1816600J10071 /PONaI Paymenl5 /Pay Es 49 Final (2005 Pro t)
<br />4
<br />
|