|
45 2531.602 CONCRETE PEDESTRIAN RAMP (TRAIL)
<br />46 2540.602 INSTALL SALVAGED MAILBOX
<br />47 2554.603 W -BEAM GUARD RAIL
<br />48 2561601 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 />B2
<br />1 2021.501 MOBILIZATION
<br />2 2101.502 CLEARING
<br />3 2101.507 GRUBBING
<br />4 2104.501 REMOVE CONCRETE CURB AND GUTTER
<br />5 2104.501 REMOVE SEWER PIPE (STORM)
<br />6 2104.501 REMOVE STORM CULVERT
<br />7 2104.501 REMOVE CHAIN LINK FENCE
<br />8 2104.505 REMOVE BITUMINOUS PAVEMENT
<br />9 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />10 2104.509 REMOVE SIGN
<br />11 2104.509 REMOVE STORM STRUCTURE
<br />12 2104.509 REMOVE SANITARY SEWER STRUCTURE
<br />13 2104.509 REMOVE HYDRANT AND VALVE
<br />14 2104.509 REMOVE WOOD BRIDGE
<br />15 2104.521 SALVAGE RETAINING WALL
<br />16 2104.521 SALVAGE FENCE
<br />17 2104.523 SALVAGE SIGN
<br />18 2104.523 SALVAGE MAILBOX
<br />19 2104.523 SALVAGE GUARD POSTS
<br />20 2104.523 SALVAGE FLAG POLE
<br />21 2105.501 COMMON EXCAVATION (P)
<br />22 2105.501 POND EXCAVATION (P)
<br />23 2105.521 MODIFIED GRANULAR BORROW (CV)
<br />24 2105.604 GEOTEXTILE FABRIC CLASS V
<br />25 2131.502 CALCIUM CHLORIDE
<br />26 2211.501 AGGREGATE BASE CLASS 5
<br />27 2231.604 BITUMINOUS PATCH
<br />28 2232.501 MILL BITUMINOUS SURFACE (1.5')
<br />29 2350.501 TYPE SP WEAR COURSE MIXTURE
<br />30 2350.502 TYPE SP NON WEARING COURSE MIXTURE (BASE)
<br />31 2350.502 TYPE SP NON WEARING COURSE MIXTURE (BINDER)
<br />32 2501.602 15' FLARED END SECTION W /TRASHGUARD
<br />33 2501.602 27° FLARED END SECTION W/ TRASHGUARD
<br />34 2502.602 4' PERF PE PIPE DRAIN
<br />35 2503.541 12' RC PIPE SEWER DES 3006, CLV
<br />36 2503.541 IF RC PIPE SEWER DES 3006, CLV
<br />37 2503.541 18' RC PIPE SEWER DES 3006, CLIII
<br />38 2503.541 21" RC PIPE SEWER DES 3006, CLIII
<br />39 2503.541 24" RC PIPE SEWER DES 3006, CLIII
<br />40 2503.541 27" RC PIPE SEWER DES 3006, CLIII
<br />41 2503.602 CONNECT TO EXISTING STORM SEWER
<br />42 2503.602 CONNECT TO EXISTING STORM STRUCTURE
<br />43 2503.620 DUCTILE IRON FITTINGS
<br />44 2504.602 ADJUST VALVE
<br />45 2504.602 ADJUST HYDRANT AND VALVE
<br />46 2504.602 HYDRANT AND VALVE
<br />47 2504.602 CONNECT TO EXISTING WATERMAIN
<br />48 2504.602 8' GATE VALVE
<br />49 2504.603 8° DUCTILE IRON WATERMAIN CL. 52
<br />50 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36'
<br />51 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48 -4020
<br />52 2506.502 CONST DRAINAGE STRUCTURE DESIGN 664020
<br />53 2506.502 CONST DRAINAGE STRUCTURE DESIGN 724020
<br />54 2506.502 CONST DRAINAGE STRUCTURE SPECIAL
<br />09Pro)/816600J /0071 /ParIial Payments /Pay Estimate f16 (2005 Project)
<br />EACH 2.00 3450.00 0.00 30.00 2.00 3900.00
<br />EACH 32.00 570.00 0.00 $0.00 32.00 52,240.00
<br />LF 160.00 322.50 0.00 30.00 150.00 33,375.00
<br />LS 1.00 51,200.00 0.00 $0.00 1.00 31,200.00
<br />SY 14.00 3125.00 0.00 30.00 14.00 31,750.00
<br />EACH 14.00 3100.00 0.00 $0.00 8.00 5800.00
<br />LF 660.00 31.75 0.00 30.00 755.00 31.321.25
<br />IF 50.00 513.50 0.00 $0.00 50.00 5675.00
<br />CY 45.00 565.00 0.00 $0.00 19.50 31,267.50
<br />SY 700.00 $1.50 0.00 30.00 1,275.00 $1,912.50
<br />EACH 11.00 3750.00 0.00 30.00 9.00 36,750.00
<br />$169.34 3437,028.06
<br />LS 1.00 $78,780.00 0.00 $0.00 1.00 578.780.00
<br />TREE 29.00 3200.00 0.00 $0.00 24.00 34,800.00
<br />TREE 29.00 3100.00 0.00 $0.00 24.00 52,400.00
<br />LF 1,050.00 33.00 0.00 30.00 808.00 32,424.00
<br />LF 100.00 310.00 0.00 30.00 112.00 31,120.00
<br />LF 335.00 $10.00 -45.00 - 3450.00 214.00 32,140.00
<br />LF 1,700.00 32.00 0.00 30.00 7.00 314.00
<br />SY 21,270.00 $2.00 0.00 30.00 21,270.00 342,540.00
<br />SY 450.00 35.00 0.00 $0.00 225.00 31,125.00
<br />EACH 43.00 315.00 0.00 $0.00 43.00 3645.00
<br />EACH 6.00 3400.00 1.00 5400.00 7.00 52.800.00
<br />EACH 1.00 3400.00 0.00 30.00 0.00 $0.00
<br />EACH 2.00 3400.00 0.00 30.00 2.00 3800.00
<br />EACH 1.00 3600.00 0.00 30.00 1.00 3600.00
<br />LF 10.00 325.00 0.00 $0.00 17.00 3425.00
<br />LF 20.00 $10.00 0.00 $0.00 15.00 $150.00
<br />EACH 2.00 315.00 0.00 $0.00 2.00 330.00
<br />EACH 3.00 $25.00 0.00 30.00 3.00 $75.00
<br />EACH 5.00 3100.00 0.00 30.00 0.00 30.00
<br />EACH 2.00 3200.00 0.00 30.00 2.00 3400.00
<br />CY 13,176.00 37.00 0.00 30.00 13,176.00 $92.232.00
<br />CY 610.00 310.00 0.00 30.00 610.00 $6.100.00
<br />CY 3,550.00 316.00 585.00 39,360.00 3,193.13 $51,090.08
<br />SY 11,190.00 $1.70 0.00 30.00 0.00 50.00
<br />GAL 4.000.00 30.92 0.00 30.00 3,800.00 33,496.00
<br />TON 14,500.00 $8.50 0.00 30.00 12,774.41 $108.582.49
<br />SY 35.00 335.00 0.00 $0.00 27.20 3952.00
<br />SY 440.00 35.00 0.00 30.00 0.00 $0.00
<br />TON 1,850.00 340.00 0.00 30.00 93.00 33,720.00
<br />TON 2,200.00 337.25 0.00 30.00 2,242.28 383,524.93
<br />TON 1,850.00 337.25 0.00 $0.00 1.861.12 369,326.72
<br />EACH 1.00 3591.51 0.00 $0.00 1.00 3591.51
<br />EACH 1.00 31,021.77 0.00 30.00 0.00 30.00
<br />IF 300.00 32.00 0.00 50.00 30.00 560.00
<br />LF 1,400.00 325.33 0.00 30.00 1,408.00 335.664.64
<br />LF 1,210.00 325.41 0.00 50.00 1.318.00 333,490.38
<br />LF 877.00 327.09 0.00 30.00 957.00 325,925.13
<br />LE 325.00 328.06 0.00 $0.00 325.00 39,119.50
<br />LF 700.00 329.69 457.00 313.568.33 895.00 326,572.55
<br />IF 79.00 348.81 0.00 30.00 0.00 30.00
<br />EACH 5.00 3600.00 2.00 31,200.00 5.00 33,000.00
<br />EACH 2.00 3600.00 -1.00 - 3600.00 1.00 5600.00
<br />LB 500.00 33.11 230.00 3715.30 1.145.00 33,560.95
<br />EACH 6.00 3200.00 0.00 30.00 0.00 30.00
<br />EACH 1.00 3750.00 0.00 30.00 1.00 3750.00
<br />EACH 3.00 33.793.21 0.00 30.00 3.00 $11,379.63
<br />EACH 1.00 31,743.08 0.00 30.00 1.00 31.743.08
<br />EACH 1.00 $1,007.26 0.00 30.00 3.00 33,021.78
<br />LF 140.00 347.22 51.00 32,408.22 250.00 511.805.00
<br />EACH 26.00 $1,208.19 0.00 30.00 26.00 331,412.94
<br />EACH 20.00 31,484.03 0.00 30.00 19.00 328,196.57
<br />EACH 2.00 32,871.38 0.00 30.00 2.00 $5,742.76
<br />EACH 2.00 32,871.38 0.00 $0.00 3.00 38,614.14
<br />EACH 1.00 313.936.69 0.00 30.00 1.00 $13,936.69
<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 />I 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 2561601 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 />B2
<br />1 2021.501 MOBILIZATION
<br />2 2101.502 CLEARING
<br />3 2101.507 GRUBBING
<br />4 2104.501 REMOVE CONCRETE CURB AND GUTTER
<br />5 2104.501 REMOVE SEWER PIPE (STORM)
<br />6 2104.501 REMOVE STORM CULVERT
<br />7 2104.501 REMOVE CHAIN LINK FENCE
<br />8 2104.505 REMOVE BITUMINOUS PAVEMENT
<br />9 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />10 2104.509 REMOVE SIGN
<br />11 2104.509 REMOVE STORM STRUCTURE
<br />12 2104.509 REMOVE SANITARY SEWER STRUCTURE
<br />13 2104.509 REMOVE HYDRANT AND VALVE
<br />14 2104.509 REMOVE WOOD BRIDGE
<br />15 2104.521 SALVAGE RETAINING WALL
<br />16 2104.521 SALVAGE FENCE
<br />17 2104.523 SALVAGE SIGN
<br />18 2104.523 SALVAGE MAILBOX
<br />19 2104.523 SALVAGE GUARD POSTS
<br />20 2104.523 SALVAGE FLAG POLE
<br />21 2105.501 COMMON EXCAVATION (P)
<br />22 2105.501 POND EXCAVATION (P)
<br />23 2105.521 MODIFIED GRANULAR BORROW (CV)
<br />24 2105.604 GEOTEXTILE FABRIC CLASS V
<br />25 2131.502 CALCIUM CHLORIDE
<br />26 2211.501 AGGREGATE BASE CLASS 5
<br />27 2231.604 BITUMINOUS PATCH
<br />28 2232.501 MILL BITUMINOUS SURFACE (1.5')
<br />29 2350.501 TYPE SP WEAR COURSE MIXTURE
<br />30 2350.502 TYPE SP NON WEARING COURSE MIXTURE (BASE)
<br />31 2350.502 TYPE SP NON WEARING COURSE MIXTURE (BINDER)
<br />32 2501.602 15' FLARED END SECTION W /TRASHGUARD
<br />33 2501.602 27° FLARED END SECTION W/ TRASHGUARD
<br />34 2502.602 4' PERF PE PIPE DRAIN
<br />35 2503.541 12' RC PIPE SEWER DES 3006, CLV
<br />36 2503.541 IF RC PIPE SEWER DES 3006, CLV
<br />37 2503.541 18' RC PIPE SEWER DES 3006, CLIII
<br />38 2503.541 21" RC PIPE SEWER DES 3006, CLIII
<br />39 2503.541 24" RC PIPE SEWER DES 3006, CLIII
<br />40 2503.541 27" RC PIPE SEWER DES 3006, CLIII
<br />41 2503.602 CONNECT TO EXISTING STORM SEWER
<br />42 2503.602 CONNECT TO EXISTING STORM STRUCTURE
<br />43 2503.620 DUCTILE IRON FITTINGS
<br />44 2504.602 ADJUST VALVE
<br />45 2504.602 ADJUST HYDRANT AND VALVE
<br />46 2504.602 HYDRANT AND VALVE
<br />47 2504.602 CONNECT TO EXISTING WATERMAIN
<br />48 2504.602 8' GATE VALVE
<br />49 2504.603 8° DUCTILE IRON WATERMAIN CL. 52
<br />50 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36'
<br />51 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48 -4020
<br />52 2506.502 CONST DRAINAGE STRUCTURE DESIGN 664020
<br />53 2506.502 CONST DRAINAGE STRUCTURE DESIGN 724020
<br />54 2506.502 CONST DRAINAGE STRUCTURE SPECIAL
<br />09Pro)/816600J /0071 /ParIial Payments /Pay Estimate f16 (2005 Project)
<br />EACH 2.00 3450.00 0.00 30.00 2.00 3900.00
<br />EACH 32.00 570.00 0.00 $0.00 32.00 52,240.00
<br />LF 160.00 322.50 0.00 30.00 150.00 33,375.00
<br />LS 1.00 51,200.00 0.00 $0.00 1.00 31,200.00
<br />SY 14.00 3125.00 0.00 30.00 14.00 31,750.00
<br />EACH 14.00 3100.00 0.00 $0.00 8.00 5800.00
<br />LF 660.00 31.75 0.00 30.00 755.00 31.321.25
<br />IF 50.00 513.50 0.00 $0.00 50.00 5675.00
<br />CY 45.00 565.00 0.00 $0.00 19.50 31,267.50
<br />SY 700.00 $1.50 0.00 30.00 1,275.00 $1,912.50
<br />EACH 11.00 3750.00 0.00 30.00 9.00 36,750.00
<br />$169.34 3437,028.06
<br />LS 1.00 $78,780.00 0.00 $0.00 1.00 578.780.00
<br />TREE 29.00 3200.00 0.00 $0.00 24.00 34,800.00
<br />TREE 29.00 3100.00 0.00 $0.00 24.00 52,400.00
<br />LF 1,050.00 33.00 0.00 30.00 808.00 32,424.00
<br />LF 100.00 310.00 0.00 30.00 112.00 31,120.00
<br />LF 335.00 $10.00 -45.00 - 3450.00 214.00 32,140.00
<br />LF 1,700.00 32.00 0.00 30.00 7.00 314.00
<br />SY 21,270.00 $2.00 0.00 30.00 21,270.00 342,540.00
<br />SY 450.00 35.00 0.00 $0.00 225.00 31,125.00
<br />EACH 43.00 315.00 0.00 $0.00 43.00 3645.00
<br />EACH 6.00 3400.00 1.00 5400.00 7.00 52.800.00
<br />EACH 1.00 3400.00 0.00 30.00 0.00 $0.00
<br />EACH 2.00 3400.00 0.00 30.00 2.00 3800.00
<br />EACH 1.00 3600.00 0.00 30.00 1.00 3600.00
<br />LF 10.00 325.00 0.00 $0.00 17.00 3425.00
<br />LF 20.00 $10.00 0.00 $0.00 15.00 $150.00
<br />EACH 2.00 315.00 0.00 $0.00 2.00 330.00
<br />EACH 3.00 $25.00 0.00 30.00 3.00 $75.00
<br />EACH 5.00 3100.00 0.00 30.00 0.00 30.00
<br />EACH 2.00 3200.00 0.00 30.00 2.00 3400.00
<br />CY 13,176.00 37.00 0.00 30.00 13,176.00 $92.232.00
<br />CY 610.00 310.00 0.00 30.00 610.00 $6.100.00
<br />CY 3,550.00 316.00 585.00 39,360.00 3,193.13 $51,090.08
<br />SY 11,190.00 $1.70 0.00 30.00 0.00 50.00
<br />GAL 4.000.00 30.92 0.00 30.00 3,800.00 33,496.00
<br />TON 14,500.00 $8.50 0.00 30.00 12,774.41 $108.582.49
<br />SY 35.00 335.00 0.00 $0.00 27.20 3952.00
<br />SY 440.00 35.00 0.00 30.00 0.00 $0.00
<br />TON 1,850.00 340.00 0.00 30.00 93.00 33,720.00
<br />TON 2,200.00 337.25 0.00 30.00 2,242.28 383,524.93
<br />TON 1,850.00 337.25 0.00 $0.00 1.861.12 369,326.72
<br />EACH 1.00 3591.51 0.00 $0.00 1.00 3591.51
<br />EACH 1.00 31,021.77 0.00 30.00 0.00 30.00
<br />IF 300.00 32.00 0.00 50.00 30.00 560.00
<br />LF 1,400.00 325.33 0.00 30.00 1,408.00 335.664.64
<br />LF 1,210.00 325.41 0.00 50.00 1.318.00 333,490.38
<br />LF 877.00 327.09 0.00 30.00 957.00 325,925.13
<br />LE 325.00 328.06 0.00 $0.00 325.00 39,119.50
<br />LF 700.00 329.69 457.00 313.568.33 895.00 326,572.55
<br />IF 79.00 348.81 0.00 30.00 0.00 30.00
<br />EACH 5.00 3600.00 2.00 31,200.00 5.00 33,000.00
<br />EACH 2.00 3600.00 -1.00 - 3600.00 1.00 5600.00
<br />LB 500.00 33.11 230.00 3715.30 1.145.00 33,560.95
<br />EACH 6.00 3200.00 0.00 30.00 0.00 30.00
<br />EACH 1.00 3750.00 0.00 30.00 1.00 3750.00
<br />EACH 3.00 33.793.21 0.00 30.00 3.00 $11,379.63
<br />EACH 1.00 31,743.08 0.00 30.00 1.00 31.743.08
<br />EACH 1.00 $1,007.26 0.00 30.00 3.00 33,021.78
<br />LF 140.00 347.22 51.00 32,408.22 250.00 511.805.00
<br />EACH 26.00 $1,208.19 0.00 30.00 26.00 331,412.94
<br />EACH 20.00 31,484.03 0.00 30.00 19.00 328,196.57
<br />EACH 2.00 32,871.38 0.00 30.00 2.00 $5,742.76
<br />EACH 2.00 32,871.38 0.00 $0.00 3.00 38,614.14
<br />EACH 1.00 313.936.69 0.00 30.00 1.00 $13,936.69
<br />
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