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SCHEDULE 2,0 - CARLA LANE WATERMAIN
<br />1 2501620 DUCTILE IRON FITTINGS
<br />2 2504.602 CONNECT 70 EXISTING WATERMAIN
<br />3 2504.602 HYDRANT AND VALVE
<br />4 2504.602 1' CORPORATION STOP
<br />5 2504.602 1' CURB STOP AND BOX
<br />6 2504.603 6' DUCTILE IRON WATERMAIN CL.52
<br />7 2504.603 8" DUCTILE IRON WATERMAIN CL. 52
<br />8 2504.603 1" COPPER SERVICE LINE
<br />9 2504.604 DIRECTIONAL DRILL 1 -INCH SERVICE
<br />SCHEDULE 2.0 - CARLA LANE WATERMAIN -- TOTAL
<br />LB 1,500.00 52.89 0.00 50.00 1,595.00 54.609.55
<br />EACH 2.00 54,909.75 2.00 59,819.50 4.00 519,639.00
<br />EACH 4.00 52.605,71 0.00 $0.00 4.00 510,422.84
<br />EA 28.00 574.08 0.00 50.00 26.00 51,926.08
<br />EA 28.00 5176.91 0.00 $0.00 26.00 54,599,66
<br />LF 70.00 544.83 0.00 $0.00 45.00 52,017.35
<br />LF 1,675.00 $48.23 0.00 $0.00 1,672.00 $80,640.56
<br />LF 1,100.00 $18.94 0.00 50,00 635.00 512,026.90
<br />LF 60.00 544,36 0.00 $0.00 140.00 $6,210.40
<br />59,819.50 5142,092.34
<br />SCHEDULE 3.0- CARLA LANE SANITARY SEWER
<br />1 2104.501 REMOVE SEWER PIPE (SANITARY) LF 375.00 $5.50 143.00 5786.50 418.00 52,299.00
<br />2 2503.602 CONNECT TO EXISTING SANITARY EACH 2,00 56,583.33 1.00 56,583.33 2.00 $13,166.66
<br />3 2503.602 8' X 4' PVC WYE EACH 5.00 5582.09 0.00 50.00 5.00 52,910.45
<br />4 2503.603 4' PVC SERVICE PIPE SCH 40 (INCLUDES CONNECT TO EX.) LF 125.00 531.88 20.00 $637.60 143.00 54,558.84
<br />5 2503.603 8' PVC PIPE SEWER SDR 35 LF 250.00 549.84 0.00 50.00 275.00 $13,706.00
<br />SCHEDULE 3.0 - CARLA LANE SANITARY SEWER -- TOTAL
<br />58,007.43 $36,640.95
<br />SCHEDULE 4.0 - NOEL DRIVE
<br />1 2021.501 MOBILIZATION LS 1.00 526,260.00 0.00 $0.00 1.00 526,260.00
<br />2 2101.501 CLEARING TREE 12.00 5200.00 0.00 $0.00 30.00 56,000.00
<br />3 2101.501 GRUBBING TREE 12.00 $105.00 0.00 $0.00 30.00 53.150.00
<br />4 2104.501 REMOVE STORM SEWER CULVERTS LF 60.00 510,00 0.00
<br />50.00
<br />62.00 5620.00
<br />5 2104.501 REMOVE CONCRETE CURB AND GUTTER LF 300.00 53.00 0.00 50.00 159.00 $477.00
<br />6 2104.501 REMOVE GUARD RAIL LF 155.00 54.00
<br />0.00 $0.00 155.00 5620.00
<br />7 2104.505 REMOVE BITUMINOUS PAVEMENT SY 8,000.00 $2.00 0.00 $0.00 8,058.00 $16,116.00
<br />8 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 320.00 $5,00 0.00 50.00 276.00 $1,380.00
<br />9 2104.509 REMOVE MANHOLE OR CATCH BASIN EACH 1.00 5400.00 0.00 $0.00 1.00 $400.00
<br />10 2104.509 REMOVE SIGN EACH 14.00 515.00 0.00 50.00 13.00 $795.00
<br />11 2104.523 SALVAGE MAILBOX EACH 32.00 520,00 0.00 $0.00 30.00 $600.00
<br />12 2105.501 COMMON EXCAVATION (P) CY 3,255.00 57.50 0.00 50.00 3,272.00 524,540.00
<br />13 2105.521 MODIFIED GRANULAR BORROW (CV) CY 3,200.00 516.00 0.00 $0.00 2,094.93 533,518,88
<br />'14 2105.604 GEOTEXTILE FABRIC TYPE V SY 10,140.00 51.70 0.00 50,00 3,300.00 55.610.00
<br />15 2131.502 CALCIUM CHLORIDE GAL 2,000.00 50.92 0.00 $0.00 1.800.00 $1,656.00
<br />16 2211.501 AGGREGATE BASE CLASS 5 TON 4,500.00 $8.50 0.00 $0.00 3.229.37 527,449.65
<br />17 2232.501 MILL BITUMINOUS PAVEMENT SY 120.00 55.00
<br />0.00 50.00 0.00 50.00
<br />18 2350.501 TYPE SP WEAR COURSE MIXTURE TON 750.00 542.]5 0.00 50.00 0.00 $0.00
<br />19 2350.501 TYPE SP WEAR COURSE MIXTURE (DRIVEWAY) TON 40.00 570.00 0.00 $0.00 149.98 $10,498.60
<br />20 2350.501 TYPE SP NON WEARING COURSE MIXTURE (BASE) TON 970.00 $3].35 0.00 50,00 942.78 $35,212.83
<br />21 2511.603 MODULAR BLOCK RETAINING WALL SF 1,200.00 521.00
<br />0.00 $0.00 1329.00 527,909.00
<br />22 2511.603 MODULAR BLOCK RETAINING WALL (RAIN GARDEN) SF 200.00 $21.00 0.00 $0.00 264.00 55,544.00
<br />23 2501.602 62' x 102" RCP FLARED END SECTION EACH 4.00 54,664.75 0.00 50.00 4.00 $18,659.00
<br />24 2502.541 4 -INCH PERF PE PIPE DRAIN LF 600.00 52.00 0.00 50.00
<br />250.00 5500.00
<br />25 2503.517 4 -INCH PVC PIPE SEWER, SCH 40 LF 22.00 565.0] 0.00 $0.00 32.00 $2,082.24
<br />26 2503.541 12" RC PIPE SEWER DES 3006, CLV LF 135.00 $24.94 0.00 $000 135.00 53,366.90
<br />27 2503.541 15" RC PIPE SEWER DES 3006, CLV LF 1,190.00 526.02 0.00 50.00 1,196.00 531,119.92
<br />28 2503.541 18' RC PIPE SEWER DES 3006, CL III LF 30.00 527.45
<br />0.00 $0,00 30.00 5823.50
<br />29 2503.541 60" X 102" ARC RCP PIPE LF 114.00 $268.64 0.00 $0.00 112.00 530,087.68
<br />30 2503.602 CONNECT TO EXISTING STORM SEWER EACH 5.00 5527.78 0.00 $0.00 4.00 $2,111.12
<br />31 2503.602 CONNECT TO EXISTING STORM STRUCTURE EACH 1.00 5527.78
<br />0.00 §0.00 1.00 5527.78
<br />32 2503.602 8' X 4' WYE PVC EACH 1.00 5582.09 0.00 $0.00 1.00 $582.09
<br />33 2504.602 ADJUST HYDRANT AND VALVE EACH 1.00 $750.00
<br />0.00 $0.00 1.00 $750.00
<br />34 2504.602 ADJUST GATE VALVE AND BOX EACH 1.00 5200.00 0.00 $0.00 3.00 5600.00
<br />35 2504.602 CONNECT TO EXISTING WATERMAIN EACH 1.00 $1,215.31 0.00 $0.00 1.00 51.215.31
<br />36 2504.602 6" GATE VALVE AND BOX EACH 1.00 5713.20 0.00 $0,00 1.00 5713.20
<br />37 2504.603 6' WATERMAIN DUCTILE IRON CL 52 LF 32.00 5]3.23 0.00 $0.00 36.00 52,636.28
<br />38 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36" EACH 6.00 51,260.9] -1.00 - 51,260.97 5.00 56,304,85
<br />39 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48.4020 EACH 7,00 $1,430.31 '1.00 51,430.31 8.00 511,442.48
<br />40 2506.522 INSTALL NEW FRAME, RING AND CASTING EACH 10.00 $650.00 0.00 $0.00 7.00 54,550.00
<br />41 2506.602 ADJUST DRAINAGE STRUCTURE EACH 1.00 $200.00 0.00 $0.00 1.00 $200.00
<br />42 2511.502 RANDOM RIPRAP CLASS IV TON 200.00 555.00 0.00 $0.00 202.66 511,146.30
<br />43 2531.501 CONCRETE CURB &GUTTER DESIGN 8618 LF 4,880.00 57.60
<br />0,00 550,00 4,891.00 $37,171.60
<br />44 2531.507 CONCRETE DRIVEWAY PAVEMENT SY 475.00 $38.00 0.00 50.00 539.20 $20,489.60
<br />OJProV816600J /0071 /Partial Payments/Pay Estimate 16 (2005 Project) 2
<br />CONTRACT ITEMS
<br />THIS PERIOD
<br />TOTAL TO DATE
<br />ITEM
<br />SPEC.
<br />NO.
<br />REF.
<br />DESCRIPTION
<br />UNIT
<br />CITY.
<br />UNIT
<br />I OTY. AMOUNT
<br />QTY. AMOUNT
<br />PRICE
<br />SCHEDULE 2,0 - CARLA LANE WATERMAIN
<br />1 2501620 DUCTILE IRON FITTINGS
<br />2 2504.602 CONNECT 70 EXISTING WATERMAIN
<br />3 2504.602 HYDRANT AND VALVE
<br />4 2504.602 1' CORPORATION STOP
<br />5 2504.602 1' CURB STOP AND BOX
<br />6 2504.603 6' DUCTILE IRON WATERMAIN CL.52
<br />7 2504.603 8" DUCTILE IRON WATERMAIN CL. 52
<br />8 2504.603 1" COPPER SERVICE LINE
<br />9 2504.604 DIRECTIONAL DRILL 1 -INCH SERVICE
<br />SCHEDULE 2.0 - CARLA LANE WATERMAIN -- TOTAL
<br />LB 1,500.00 52.89 0.00 50.00 1,595.00 54.609.55
<br />EACH 2.00 54,909.75 2.00 59,819.50 4.00 519,639.00
<br />EACH 4.00 52.605,71 0.00 $0.00 4.00 510,422.84
<br />EA 28.00 574.08 0.00 50.00 26.00 51,926.08
<br />EA 28.00 5176.91 0.00 $0.00 26.00 54,599,66
<br />LF 70.00 544.83 0.00 $0.00 45.00 52,017.35
<br />LF 1,675.00 $48.23 0.00 $0.00 1,672.00 $80,640.56
<br />LF 1,100.00 $18.94 0.00 50,00 635.00 512,026.90
<br />LF 60.00 544,36 0.00 $0.00 140.00 $6,210.40
<br />59,819.50 5142,092.34
<br />SCHEDULE 3.0- CARLA LANE SANITARY SEWER
<br />1 2104.501 REMOVE SEWER PIPE (SANITARY) LF 375.00 $5.50 143.00 5786.50 418.00 52,299.00
<br />2 2503.602 CONNECT TO EXISTING SANITARY EACH 2,00 56,583.33 1.00 56,583.33 2.00 $13,166.66
<br />3 2503.602 8' X 4' PVC WYE EACH 5.00 5582.09 0.00 50.00 5.00 52,910.45
<br />4 2503.603 4' PVC SERVICE PIPE SCH 40 (INCLUDES CONNECT TO EX.) LF 125.00 531.88 20.00 $637.60 143.00 54,558.84
<br />5 2503.603 8' PVC PIPE SEWER SDR 35 LF 250.00 549.84 0.00 50.00 275.00 $13,706.00
<br />SCHEDULE 3.0 - CARLA LANE SANITARY SEWER -- TOTAL
<br />58,007.43 $36,640.95
<br />SCHEDULE 4.0 - NOEL DRIVE
<br />1 2021.501 MOBILIZATION LS 1.00 526,260.00 0.00 $0.00 1.00 526,260.00
<br />2 2101.501 CLEARING TREE 12.00 5200.00 0.00 $0.00 30.00 56,000.00
<br />3 2101.501 GRUBBING TREE 12.00 $105.00 0.00 $0.00 30.00 53.150.00
<br />4 2104.501 REMOVE STORM SEWER CULVERTS LF 60.00 510,00 0.00
<br />50.00
<br />62.00 5620.00
<br />5 2104.501 REMOVE CONCRETE CURB AND GUTTER LF 300.00 53.00 0.00 50.00 159.00 $477.00
<br />6 2104.501 REMOVE GUARD RAIL LF 155.00 54.00
<br />0.00 $0.00 155.00 5620.00
<br />7 2104.505 REMOVE BITUMINOUS PAVEMENT SY 8,000.00 $2.00 0.00 $0.00 8,058.00 $16,116.00
<br />8 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 320.00 $5,00 0.00 50.00 276.00 $1,380.00
<br />9 2104.509 REMOVE MANHOLE OR CATCH BASIN EACH 1.00 5400.00 0.00 $0.00 1.00 $400.00
<br />10 2104.509 REMOVE SIGN EACH 14.00 515.00 0.00 50.00 13.00 $795.00
<br />11 2104.523 SALVAGE MAILBOX EACH 32.00 520,00 0.00 $0.00 30.00 $600.00
<br />12 2105.501 COMMON EXCAVATION (P) CY 3,255.00 57.50 0.00 50.00 3,272.00 524,540.00
<br />13 2105.521 MODIFIED GRANULAR BORROW (CV) CY 3,200.00 516.00 0.00 $0.00 2,094.93 533,518,88
<br />'14 2105.604 GEOTEXTILE FABRIC TYPE V SY 10,140.00 51.70 0.00 50,00 3,300.00 55.610.00
<br />15 2131.502 CALCIUM CHLORIDE GAL 2,000.00 50.92 0.00 $0.00 1.800.00 $1,656.00
<br />16 2211.501 AGGREGATE BASE CLASS 5 TON 4,500.00 $8.50 0.00 $0.00 3.229.37 527,449.65
<br />17 2232.501 MILL BITUMINOUS PAVEMENT SY 120.00 55.00
<br />0.00 50.00 0.00 50.00
<br />18 2350.501 TYPE SP WEAR COURSE MIXTURE TON 750.00 542.]5 0.00 50.00 0.00 $0.00
<br />19 2350.501 TYPE SP WEAR COURSE MIXTURE (DRIVEWAY) TON 40.00 570.00 0.00 $0.00 149.98 $10,498.60
<br />20 2350.501 TYPE SP NON WEARING COURSE MIXTURE (BASE) TON 970.00 $3].35 0.00 50,00 942.78 $35,212.83
<br />21 2511.603 MODULAR BLOCK RETAINING WALL SF 1,200.00 521.00
<br />0.00 $0.00 1329.00 527,909.00
<br />22 2511.603 MODULAR BLOCK RETAINING WALL (RAIN GARDEN) SF 200.00 $21.00 0.00 $0.00 264.00 55,544.00
<br />23 2501.602 62' x 102" RCP FLARED END SECTION EACH 4.00 54,664.75 0.00 50.00 4.00 $18,659.00
<br />24 2502.541 4 -INCH PERF PE PIPE DRAIN LF 600.00 52.00 0.00 50.00
<br />250.00 5500.00
<br />25 2503.517 4 -INCH PVC PIPE SEWER, SCH 40 LF 22.00 565.0] 0.00 $0.00 32.00 $2,082.24
<br />26 2503.541 12" RC PIPE SEWER DES 3006, CLV LF 135.00 $24.94 0.00 $000 135.00 53,366.90
<br />27 2503.541 15" RC PIPE SEWER DES 3006, CLV LF 1,190.00 526.02 0.00 50.00 1,196.00 531,119.92
<br />28 2503.541 18' RC PIPE SEWER DES 3006, CL III LF 30.00 527.45
<br />0.00 $0,00 30.00 5823.50
<br />29 2503.541 60" X 102" ARC RCP PIPE LF 114.00 $268.64 0.00 $0.00 112.00 530,087.68
<br />30 2503.602 CONNECT TO EXISTING STORM SEWER EACH 5.00 5527.78 0.00 $0.00 4.00 $2,111.12
<br />31 2503.602 CONNECT TO EXISTING STORM STRUCTURE EACH 1.00 5527.78
<br />0.00 §0.00 1.00 5527.78
<br />32 2503.602 8' X 4' WYE PVC EACH 1.00 5582.09 0.00 $0.00 1.00 $582.09
<br />33 2504.602 ADJUST HYDRANT AND VALVE EACH 1.00 $750.00
<br />0.00 $0.00 1.00 $750.00
<br />34 2504.602 ADJUST GATE VALVE AND BOX EACH 1.00 5200.00 0.00 $0.00 3.00 5600.00
<br />35 2504.602 CONNECT TO EXISTING WATERMAIN EACH 1.00 $1,215.31 0.00 $0.00 1.00 51.215.31
<br />36 2504.602 6" GATE VALVE AND BOX EACH 1.00 5713.20 0.00 $0,00 1.00 5713.20
<br />37 2504.603 6' WATERMAIN DUCTILE IRON CL 52 LF 32.00 5]3.23 0.00 $0.00 36.00 52,636.28
<br />38 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36" EACH 6.00 51,260.9] -1.00 - 51,260.97 5.00 56,304,85
<br />39 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48.4020 EACH 7,00 $1,430.31 '1.00 51,430.31 8.00 511,442.48
<br />40 2506.522 INSTALL NEW FRAME, RING AND CASTING EACH 10.00 $650.00 0.00 $0.00 7.00 54,550.00
<br />41 2506.602 ADJUST DRAINAGE STRUCTURE EACH 1.00 $200.00 0.00 $0.00 1.00 $200.00
<br />42 2511.502 RANDOM RIPRAP CLASS IV TON 200.00 555.00 0.00 $0.00 202.66 511,146.30
<br />43 2531.501 CONCRETE CURB &GUTTER DESIGN 8618 LF 4,880.00 57.60
<br />0,00 550,00 4,891.00 $37,171.60
<br />44 2531.507 CONCRETE DRIVEWAY PAVEMENT SY 475.00 $38.00 0.00 50.00 539.20 $20,489.60
<br />OJProV816600J /0071 /Partial Payments/Pay Estimate 16 (2005 Project) 2
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