|
SCHEDULE 2.0 - CARLA LANE WATERMAIN
<br />1 2503.620 DUCTILE IRON FITTINGS
<br />2 2504.602 CONNECT TO 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 />L8 1,500.00 52.89 0.00
<br />EACH 2.00 54,909.75 0.00
<br />EACH 4.00 52,605.71 0.00
<br />EA 28.00 674.08 0.00
<br />EA 28.00 $176.91 0.00
<br />LF 70.00 344.83 0.00
<br />LF 1,675.00 $48.23 0.00
<br />LF 1.100.00 618.94 0.00
<br />LF 60.00 344.36 0.00
<br />$0.00
<br />50.00
<br />$0.00
<br />50.00
<br />50.00
<br />$0.00
<br />50.00
<br />$0.00
<br />50.00
<br />1,595.00
<br />2.00
<br />4.00
<br />26.00
<br />26.00
<br />45.00
<br />1,672.00
<br />635.00
<br />140.00
<br />$4,609.55
<br />59,819.50
<br />510,422.84
<br />51,926.08
<br />$4,599.66
<br />$2,017.35
<br />580,640.56
<br />$12,026.90
<br />$6,210.40
<br />30.00 6132,272,84
<br />SCHEDULE 3.0 - CARLA LANE SANITARY SEWER
<br />1 2104,501 REMOVE SEWER PIPE (SANITARY) LF 375.00 35.50 0.00 $0.00
<br />2 2503.602 CONNECT TO EXISTING SANITARY EACH 2.00 36,583.33 0.00 30.00
<br />3 2503.602 8' X 4' PVC WYE EACH 5.00 $582.09 0.00 50.00
<br />4 2503.603 4' PVC SERVICE PIPE SCH 40 (INCLUDES CONNECT TO EX.) LF 125.00 $31,88 0.00 60.00
<br />5 2503.603 8' PVC PIPE SEWER SDR 35 LF 250.00 549.84 0.00 30.00
<br />SCHEDULE 3.0 - CARLA LANE SANITARY SEWER -- TOTAL
<br />SCHEDULE 4.0 - NOEL DRIVE
<br />1 2021.501 MOBILIZATION LS 1.00 $26,260.00 0.00
<br />2 2101.501 CLEARING TREE 12.00 5200.00 0.00
<br />3 2101.501 GRUBBING TREE 12.00 5105.00 0.00
<br />4 2104.501 REMOVE STORM SEWER CULVERTS LF 60.00 $10.00 0.00
<br />5 2104.501 REMOVE CONCRETE CURB AND GUTTER IF 300.00 63.00 0.00
<br />6 2104.501 REMOVE GUARD RAIL LF 155.00 $4.00 0.00
<br />7 2104.505 REMOVE BITUMINOUS PAVEMENT SY 8,000.00 62.00 0.00
<br />8 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 320.00 $5.00 0.00
<br />3 2104.509 REMOVE MANHOLE OR CATCH BASIN EACH 1.00 $400.00 0.00
<br />10 2104,509 REMOVE SIGN EACH 14.00 515.00 0.00
<br />11 2104.523 SALVAGE MAILBOX EACH 32.00 $20.00 0.00
<br />12 2105.501 COMMON EXCAVATION (P) CY 3.255,00 $7.50 0.00
<br />13 2105.521 MODIFIED GRANULAR BORROW (CV) CY 3,200.00 $16.00 0.00
<br />14 2105.604 GEOTEXTILE FABRIC TYPE V SY 10,140.00 $1.70 0.00
<br />15 2131.502 CALCIUM CHLORIDE GAL 2,000.00 $0.92 0.00
<br />16 2211.501 AGGREGATE BASE CLASS 5 TON 4.500.00 38.50 0.00
<br />17 2232.501 MILL BITUMINOUS PAVEMENT SY 120.00 $5.00 0.00
<br />18 2350.501 TYPE SP WEAR COURSE MIXTURE TON 750.00 642.75 0.00
<br />19 2350.501 TYPE SP WEAR COURSE MIXTURE (DRIVEWAY) TON 40.00 $70.00 0.00
<br />20 2350,501 TYPE SP NON WEARING COURSE MIXTURE (BASE) TON 970.00 $37.35 0.00
<br />21 2511.603 MODULAR BLOCK RETAINING WALL SF 1.200.00 621.00 0.00
<br />22 2511.603 MODULAR BLOCK RETAINING WALL (RAIN GARDEN) SF 200.00 $21.00 0.00
<br />23 2501.602 62' x 102' RCP FLARED END SECTION EACH 4.00 $4,664.75 0.00
<br />24 2502.541 4 -INCH PERE PE PIPE DRAIN LF 600.00 $2.00 0.00
<br />25 2503.511 4 -INCH PVC PIPE SEWER. SCH 40 LF 22.00 $65.07 0.00
<br />26 2503.541 12' RC PIPE SEWER DES 3006, CLV LF 135.00 524.94 0.00
<br />27 2503.541 15' RC PIPE SEWER DES 3006, CLV LF 1,190.00 $26.02 0.00
<br />28 2503.541 18' RC PIPE SEWER DES 3006, CL III LF 30.00 527.45 0.00
<br />29 2503.541 60' X 102' ARC RCP PIPE LE 114.00 $268.64 0.00
<br />30 2503.602 CONNECT TO EXISTING STORM SEWER EACH 5.00 3527.78 0.00
<br />31 2503.602 CONNECT TO EXISTING STORM STRUCTURE EACH 1.00 $527.78 0.00
<br />32 2503.602 8' X 4' WYE PVC EACH 1.00 6582.09 0.00
<br />33 2504.602 ADJUST HYDRANT AND VALVE EACH 1.00 $750.00 0.00
<br />34 2504.602 ADJUST GATE VALVE AND BOX EACH 1.00 $200.00 0.00
<br />35 2504.602 CONNECT TO EXISTING WATERMAIN EACH 1.00 $1,215.31 0.00
<br />36 2504.602 6' GATE VALVE AND BOX EACH 1.00 $713.20 0.00
<br />37 2504.603 6' WATERMAIN DUCTILE IRON CL 52 LF 32.00 $73.23 0.00
<br />38 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36' EACH 6.00 61.260,97 0.00
<br />39 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48.4020 EACH 7.00 61.430,31 0.00
<br />40 2506.522 INSTALL NEW FRAME, RING AND CASTING EACH 10.00 5650.00 0.00
<br />41 2506.602 ADJUST DRAINAGE STRUCTURE EACH 1.00 5200.00 0.00
<br />2 2511.502 RANDOM RIPRAP CLASS IV TON 200.00 655.00 0.00
<br />43 2531.501 CONCRETE CURB & GUTTER DESIGN 8618 LF 4,880.00 $7.60 0.00
<br />44 2531.507 CONCRETE DRIVEWAY PAVEMENT SY 475,00 538.00 0.00
<br />O1Proy816600J /OW lIPmllnl PnymonlsiPay Eslimalo 113 9
<br />3
<br />275.00
<br />1.00
<br />5.00
<br />123.00
<br />275.00
<br />51,512.50
<br />56,503.33
<br />$2,910.45
<br />53,921.24
<br />513,706.00
<br />30.00 $28,633.52
<br />50.00
<br />$0.00
<br />50.00
<br />50.00
<br />30.00
<br />30.00
<br />$000
<br />30.00
<br />60.00
<br />50.00
<br />50.00
<br />$0.00
<br />50.00
<br />30.00
<br />30.00
<br />30.00
<br />50.00
<br />60.00
<br />30.00
<br />$0.00
<br />60.00
<br />50.00
<br />50.00
<br />60.00
<br />$0.00
<br />60.00
<br />50.00
<br />50.00
<br />$0.00
<br />$0.00
<br />50.00
<br />50.00
<br />$0.00
<br />50.00
<br />50.00
<br />50.00
<br />50.00
<br />50.00
<br />50.00
<br />50.00
<br />50.00
<br />50.00
<br />30.00
<br />50.00
<br />1.00
<br />30.00
<br />30.00
<br />62.00
<br />83.00
<br />155.00
<br />8,000.00
<br />276.00
<br />1.00
<br />13.00
<br />30.00
<br />3.255.00
<br />1,307.20
<br />3,300.00
<br />1,800.00
<br />2,888.17
<br />0.00
<br />0.00
<br />83.14
<br />942.78
<br />0.00
<br />0.00
<br />4.00
<br />0.00
<br />32.00
<br />135.00
<br />1,196.00
<br />30.00
<br />112.00
<br />4.00
<br />1,00
<br />1,00
<br />1.00
<br />3.00
<br />1.00
<br />1.00
<br />36.00
<br />6.00
<br />7.00
<br />7.00
<br />0.00
<br />202.66
<br />4,675,00
<br />539.20
<br />526,260.00
<br />$6,000.00
<br />53,150.00
<br />5620.00
<br />$249.00
<br />5620.00
<br />516,000.00
<br />$1,380.00
<br />5400.00
<br />5195.00
<br />$600.00
<br />$24,412.50
<br />$20,915.20
<br />55,610.00
<br />$1,656.00
<br />524,549.45
<br />50.00
<br />50.00
<br />$5,819.80
<br />535,212.83
<br />50.00
<br />50.00
<br />518,659.00
<br />50.00
<br />52,082.24
<br />53,366.90
<br />$31,119,92
<br />5823.50
<br />530.087,68
<br />52,111.12
<br />5527.78
<br />5582.09
<br />5750.00
<br />5600.00
<br />$1,215.31
<br />5713.20
<br />52,636.28
<br />57,565.82
<br />510,012.17
<br />$4,550.00
<br />50.00
<br />511,146.30
<br />535,530.00
<br />520,489.60
<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 />SCHEDULE 2.0 - CARLA LANE WATERMAIN
<br />1 2503.620 DUCTILE IRON FITTINGS
<br />2 2504.602 CONNECT TO 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 />L8 1,500.00 52.89 0.00
<br />EACH 2.00 54,909.75 0.00
<br />EACH 4.00 52,605.71 0.00
<br />EA 28.00 674.08 0.00
<br />EA 28.00 $176.91 0.00
<br />LF 70.00 344.83 0.00
<br />LF 1,675.00 $48.23 0.00
<br />LF 1.100.00 618.94 0.00
<br />LF 60.00 344.36 0.00
<br />$0.00
<br />50.00
<br />$0.00
<br />50.00
<br />50.00
<br />$0.00
<br />50.00
<br />$0.00
<br />50.00
<br />1,595.00
<br />2.00
<br />4.00
<br />26.00
<br />26.00
<br />45.00
<br />1,672.00
<br />635.00
<br />140.00
<br />$4,609.55
<br />59,819.50
<br />510,422.84
<br />51,926.08
<br />$4,599.66
<br />$2,017.35
<br />580,640.56
<br />$12,026.90
<br />$6,210.40
<br />30.00 6132,272,84
<br />SCHEDULE 3.0 - CARLA LANE SANITARY SEWER
<br />1 2104,501 REMOVE SEWER PIPE (SANITARY) LF 375.00 35.50 0.00 $0.00
<br />2 2503.602 CONNECT TO EXISTING SANITARY EACH 2.00 36,583.33 0.00 30.00
<br />3 2503.602 8' X 4' PVC WYE EACH 5.00 $582.09 0.00 50.00
<br />4 2503.603 4' PVC SERVICE PIPE SCH 40 (INCLUDES CONNECT TO EX.) LF 125.00 $31,88 0.00 60.00
<br />5 2503.603 8' PVC PIPE SEWER SDR 35 LF 250.00 549.84 0.00 30.00
<br />SCHEDULE 3.0 - CARLA LANE SANITARY SEWER -- TOTAL
<br />SCHEDULE 4.0 - NOEL DRIVE
<br />1 2021.501 MOBILIZATION LS 1.00 $26,260.00 0.00
<br />2 2101.501 CLEARING TREE 12.00 5200.00 0.00
<br />3 2101.501 GRUBBING TREE 12.00 5105.00 0.00
<br />4 2104.501 REMOVE STORM SEWER CULVERTS LF 60.00 $10.00 0.00
<br />5 2104.501 REMOVE CONCRETE CURB AND GUTTER IF 300.00 63.00 0.00
<br />6 2104.501 REMOVE GUARD RAIL LF 155.00 $4.00 0.00
<br />7 2104.505 REMOVE BITUMINOUS PAVEMENT SY 8,000.00 62.00 0.00
<br />8 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 320.00 $5.00 0.00
<br />3 2104.509 REMOVE MANHOLE OR CATCH BASIN EACH 1.00 $400.00 0.00
<br />10 2104,509 REMOVE SIGN EACH 14.00 515.00 0.00
<br />11 2104.523 SALVAGE MAILBOX EACH 32.00 $20.00 0.00
<br />12 2105.501 COMMON EXCAVATION (P) CY 3.255,00 $7.50 0.00
<br />13 2105.521 MODIFIED GRANULAR BORROW (CV) CY 3,200.00 $16.00 0.00
<br />14 2105.604 GEOTEXTILE FABRIC TYPE V SY 10,140.00 $1.70 0.00
<br />15 2131.502 CALCIUM CHLORIDE GAL 2,000.00 $0.92 0.00
<br />16 2211.501 AGGREGATE BASE CLASS 5 TON 4.500.00 38.50 0.00
<br />17 2232.501 MILL BITUMINOUS PAVEMENT SY 120.00 $5.00 0.00
<br />18 2350.501 TYPE SP WEAR COURSE MIXTURE TON 750.00 642.75 0.00
<br />19 2350.501 TYPE SP WEAR COURSE MIXTURE (DRIVEWAY) TON 40.00 $70.00 0.00
<br />20 2350,501 TYPE SP NON WEARING COURSE MIXTURE (BASE) TON 970.00 $37.35 0.00
<br />21 2511.603 MODULAR BLOCK RETAINING WALL SF 1.200.00 621.00 0.00
<br />22 2511.603 MODULAR BLOCK RETAINING WALL (RAIN GARDEN) SF 200.00 $21.00 0.00
<br />23 2501.602 62' x 102' RCP FLARED END SECTION EACH 4.00 $4,664.75 0.00
<br />24 2502.541 4 -INCH PERE PE PIPE DRAIN LF 600.00 $2.00 0.00
<br />25 2503.511 4 -INCH PVC PIPE SEWER. SCH 40 LF 22.00 $65.07 0.00
<br />26 2503.541 12' RC PIPE SEWER DES 3006, CLV LF 135.00 524.94 0.00
<br />27 2503.541 15' RC PIPE SEWER DES 3006, CLV LF 1,190.00 $26.02 0.00
<br />28 2503.541 18' RC PIPE SEWER DES 3006, CL III LF 30.00 527.45 0.00
<br />29 2503.541 60' X 102' ARC RCP PIPE LE 114.00 $268.64 0.00
<br />30 2503.602 CONNECT TO EXISTING STORM SEWER EACH 5.00 3527.78 0.00
<br />31 2503.602 CONNECT TO EXISTING STORM STRUCTURE EACH 1.00 $527.78 0.00
<br />32 2503.602 8' X 4' WYE PVC EACH 1.00 6582.09 0.00
<br />33 2504.602 ADJUST HYDRANT AND VALVE EACH 1.00 $750.00 0.00
<br />34 2504.602 ADJUST GATE VALVE AND BOX EACH 1.00 $200.00 0.00
<br />35 2504.602 CONNECT TO EXISTING WATERMAIN EACH 1.00 $1,215.31 0.00
<br />36 2504.602 6' GATE VALVE AND BOX EACH 1.00 $713.20 0.00
<br />37 2504.603 6' WATERMAIN DUCTILE IRON CL 52 LF 32.00 $73.23 0.00
<br />38 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36' EACH 6.00 61.260,97 0.00
<br />39 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48.4020 EACH 7.00 61.430,31 0.00
<br />40 2506.522 INSTALL NEW FRAME, RING AND CASTING EACH 10.00 5650.00 0.00
<br />41 2506.602 ADJUST DRAINAGE STRUCTURE EACH 1.00 5200.00 0.00
<br />2 2511.502 RANDOM RIPRAP CLASS IV TON 200.00 655.00 0.00
<br />43 2531.501 CONCRETE CURB & GUTTER DESIGN 8618 LF 4,880.00 $7.60 0.00
<br />44 2531.507 CONCRETE DRIVEWAY PAVEMENT SY 475,00 538.00 0.00
<br />O1Proy816600J /OW lIPmllnl PnymonlsiPay Eslimalo 113 9
<br />3
<br />275.00
<br />1.00
<br />5.00
<br />123.00
<br />275.00
<br />51,512.50
<br />56,503.33
<br />$2,910.45
<br />53,921.24
<br />513,706.00
<br />30.00 $28,633.52
<br />50.00
<br />$0.00
<br />50.00
<br />50.00
<br />30.00
<br />30.00
<br />$000
<br />30.00
<br />60.00
<br />50.00
<br />50.00
<br />$0.00
<br />50.00
<br />30.00
<br />30.00
<br />30.00
<br />50.00
<br />60.00
<br />30.00
<br />$0.00
<br />60.00
<br />50.00
<br />50.00
<br />60.00
<br />$0.00
<br />60.00
<br />50.00
<br />50.00
<br />$0.00
<br />$0.00
<br />50.00
<br />50.00
<br />$0.00
<br />50.00
<br />50.00
<br />50.00
<br />50.00
<br />50.00
<br />50.00
<br />50.00
<br />50.00
<br />50.00
<br />30.00
<br />50.00
<br />1.00
<br />30.00
<br />30.00
<br />62.00
<br />83.00
<br />155.00
<br />8,000.00
<br />276.00
<br />1.00
<br />13.00
<br />30.00
<br />3.255.00
<br />1,307.20
<br />3,300.00
<br />1,800.00
<br />2,888.17
<br />0.00
<br />0.00
<br />83.14
<br />942.78
<br />0.00
<br />0.00
<br />4.00
<br />0.00
<br />32.00
<br />135.00
<br />1,196.00
<br />30.00
<br />112.00
<br />4.00
<br />1,00
<br />1,00
<br />1.00
<br />3.00
<br />1.00
<br />1.00
<br />36.00
<br />6.00
<br />7.00
<br />7.00
<br />0.00
<br />202.66
<br />4,675,00
<br />539.20
<br />526,260.00
<br />$6,000.00
<br />53,150.00
<br />5620.00
<br />$249.00
<br />5620.00
<br />516,000.00
<br />$1,380.00
<br />5400.00
<br />5195.00
<br />$600.00
<br />$24,412.50
<br />$20,915.20
<br />55,610.00
<br />$1,656.00
<br />524,549.45
<br />50.00
<br />50.00
<br />$5,819.80
<br />535,212.83
<br />50.00
<br />50.00
<br />518,659.00
<br />50.00
<br />52,082.24
<br />53,366.90
<br />$31,119,92
<br />5823.50
<br />530.087,68
<br />52,111.12
<br />5527.78
<br />5582.09
<br />5750.00
<br />5600.00
<br />$1,215.31
<br />5713.20
<br />52,636.28
<br />57,565.82
<br />510,012.17
<br />$4,550.00
<br />50.00
<br />511,146.30
<br />535,530.00
<br />520,489.60
<br />
|