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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 />CHED E3.0 -CAR • LANE
<br />1 2104.501 REMOVE SEWER PIPE (SANITARY)
<br />2 2503.602 CONNECT TO EXISTING SANITARY
<br />3 2503.602 8" X 4" PVC WYE
<br />4 2503.603 4" PVC SERVICE PIPE SCH 40 (INCLUDES CONNECT TO EX.)
<br />5 2503.603 8" PVC PIPE SEWER SDR 35
<br />SCHEDULE 3.0 - CARLA LANE SANITARY SEWER -- 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 0,00 50.00 4.00 519,639.00
<br />EACIi 4.00 $2,605.71 0.00 50.00 4.00 $10,422.84
<br />EA 28.00 574.08 0.00 50.00 26.00 51,926.08
<br />EA 28.00 5176.91 0.00 50.00 26,00 34,599.66
<br />LF 70.00 544.83 0.00 50,00 45.00 62,017.35
<br />LF 1,675.00 548.23 0.00 50.00 1,672,00 680.640,56
<br />LE 1,100.00 518.94 0.00 50,00 635.00 $12,026.90
<br />LF 60.00 544.36 0.00 50.00 140,00 56,210,40
<br />50.00 5142,092.34
<br />LF 375.00 65.50 0.00 6000 418,00 82,299.00
<br />EACH 2.00 56,583.33 0.00 60.00 2.00 613,166.66
<br />EACH 5.00 6582.09 0.00 50.00 5.00 52,91045
<br />LF 125.00 531.88 0.00 50.00 143.00 54,55884
<br />LF 250.00 549.84 0.00 50.00 275,00 $13,706,00
<br />50.00 836,640.95
<br />SCHEDULE NOEL DRIVE
<br />1 2021.501 MOBILIZATION LS 1.00 626,260.00 0.00 60.00 1.00 $26,260.00
<br />2 2101.501 CLEARING TREE 12.00 6200.00 0.00 $0.00 30.00 56,000.00
<br />3 2101,501 GRUBBING TREE 1200 $105.00 0.00 80.00 30,00 $3,150,00
<br />4 2104.501 REMOVE STORM SEWER CULVERTS LF 60.00 510.00 0.00 50.00 62.00 6620.00
<br />5 2104.501 REMOVE CONCRETE CURB AND GUTTER LF 300.00 63.00 63.00 6189.00 342.00 $1,026.00
<br />6 2104.501 REMOVE GUARD RAIL LF 155.00 54.00 0.00 50.00 155.00 6620,00
<br />7 2104.505 REMOVE BITUMINOUS PAVEMENT SY 8,000.00 52.00 0.00 60.00 8,058.00 $16,116.00
<br />8 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 320.00 55.00 0.00 60.00 276.00 $1,380.00
<br />9 2104.509 REMOVE MANHOLE OR CATCH BASIN EACH 1.00 5400.00 0.00 50.00 1.00 6400.00
<br />10 2104.509 REMOVE SIGN EACH 14.00 515,00 0.00 50.00 13.00 519500
<br />11 2104.523 SALVAGE MAILBOX EACH 32.00 520.00 0.00 50.00 30.00 6600.00
<br />12 2105.501 COMMON EXCAVATION (P) CY 3,255.00 57.50 0.00 60,00 3,272.00 $24,540.00
<br />13 2105,521 MODIFIED GRANULAR BORROW (CV) CY 3,200.00 516.00 0.00 $0.00 2,094.93 833,518,88
<br />14 2105.604 GEOTEXTILE FABRIC TYPE V SY 10,140.00 51.70 0.00 60.00 3,300.00 $5,610.00
<br />15 2131.502 CALCIUM CHLORIDE GAL 2,000.00 50.92 0.00 60.00 1,800.00 51,656.00
<br />16 2211.501 AGGREGATE BASE CLASS 5 TON 4,500.00 58.50 0.00 50.00 3,229,37 627,449.65
<br />17 2232.501 MILL BITUMINOUS PAVEMENT SY 120.00 65.00 0.00 60,00 65.00 $32500
<br />18 2350.501 TYPE SP WEAR COURSE MIXTURE TON 750.00 542.75 0.00 60.00 655.18 $28,008.95
<br />19 2350.501 TYPE SP WEAR COURSE MIXTURE (DRIVEWAY) TON 40.00 570,00 0.00 60.00 149,98 810,498,60
<br />20 2350.501 TYPE SP NON WEARING COURSE MIXTURE (BASE) TON 970,00 537.35 0.00 50.00 942.78 $35,21283
<br />21 2511603 MODULAR BLOCK RETAINING WALL SF 1,200.00 621.00 0.00 60.00 1329.00 627,909.00
<br />22 2511.603 MODULAR BLOCK RETAINING WALL (RAIN GARDEN) SF 200.00 521.00 0.00 50.00 264.00 $5,544.00
<br />23 2501.602 62 "x102" RCP FLARED END SECTION EACH 4.00 6466475 0.00 5000 4.00 518,659,00
<br />24 2502.541 4 -INCH PERF PE PIPE DRAIN LF 600.00 82.00 0.00 $0.00 250.00 5500.00
<br />25 2503,511 4 -INCH PVC PIPE SEWER. SCH 40 LF 22,00 $6507 0,00 50.00 32.00 82,082.24
<br />26 2503.541 12" RC PIPE SEWER DES 3006, CLV LF 13500 624.94 0.00 5000 135,00 63.366,90
<br />27 2503.541 15" RC PIPE SEWER DES 3006, CLV LF 1,190.00 62602 0.00 50.00 1,196.00 831,119.92
<br />28 2506541 18" RC PIPE SEWER DES 3006, 01_111 LF 30.00 527.45 0,00 $0.00 30.00 6823.50
<br />29 2503.541 60' X 102" ARC RCP PIPE LF 11400 526864 0.00 60.00 112,00 530,087,68
<br />30 2503.602 CONNECT TO EXISTING STORM SEWER EACH 5,00 6527.78 0.00 60.00 4.00 62,111.12
<br />31 2503.602 CONNECT TO EXISTING STORM STRUCTURE EACH 160 5527.78 000 5000 1.00 5527.78
<br />32 2503.602 8" X 4" WYE PVC EACH 1,00 5582.09 0.00 60.00 1.00 5582.09
<br />33 2504.602 ADJUST HYDRANT AND VALVE EACH 1.00 6750.00 0.00 $0.00 1.00 6750.00
<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 60,00 1.00 51,215.31
<br />36 2504.602 6' GATE VALVE AND BOX EACH 1.00 5713,20 0.00 50.00 1.00 5713.20
<br />37 2504.603 6" WATERMAIN DUCTILE IRON CL 52 LF 32.00 573.23 0.00 $0.00 36.00 52,636,28
<br />38 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36" EACH 6.00 $1,260,97 0.00 50.00 5.00 56304.85
<br />39 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48 -4020 EACH 7.00 51430.31 0.00 60.00 8.00 511,442,48
<br />40 2506.522 INSTALL NEW FRAME, RING AND CASTING EACH 10.00 5650.00 0.00 50,00 7.00 54,550.00
<br />41 2506.602 ADJUST DRAINAGE STRUCTURE EACH 1.00 6200.00 0.00 50.00 1.00 5200.00
<br />42 2511.502 RANDOM RIPRAP CLASS IV TON 200,00 655.00 0.00 50.00 202.66 611,146.30
<br />43 2531.501 CONCRETE CURB 8 GUTTER DESIGN 5618 LF 4,88000 97.60 0.00 50.00 5,011.00 $38,083.60
<br />44 2531.507 CONCRETE DRIVEWAY PAVEMENT SY 475.00 538.00 0.00 60.00 539.20 $20,489.60
<br />0:IProj/816600JIO W 1 /Partial Payments /Pay Estimate 49 Final (2005 Project) 2
<br />3
<br />CONTRACT ITEMS
<br />THIS PERIOD
<br />TOTAL TO DATE
<br />ITEM
<br />SPEC.
<br />-
<br />-
<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 />CHED E3.0 -CAR • LANE
<br />1 2104.501 REMOVE SEWER PIPE (SANITARY)
<br />2 2503.602 CONNECT TO EXISTING SANITARY
<br />3 2503.602 8" X 4" PVC WYE
<br />4 2503.603 4" PVC SERVICE PIPE SCH 40 (INCLUDES CONNECT TO EX.)
<br />5 2503.603 8" PVC PIPE SEWER SDR 35
<br />SCHEDULE 3.0 - CARLA LANE SANITARY SEWER -- 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 0,00 50.00 4.00 519,639.00
<br />EACIi 4.00 $2,605.71 0.00 50.00 4.00 $10,422.84
<br />EA 28.00 574.08 0.00 50.00 26.00 51,926.08
<br />EA 28.00 5176.91 0.00 50.00 26,00 34,599.66
<br />LF 70.00 544.83 0.00 50,00 45.00 62,017.35
<br />LF 1,675.00 548.23 0.00 50.00 1,672,00 680.640,56
<br />LE 1,100.00 518.94 0.00 50,00 635.00 $12,026.90
<br />LF 60.00 544.36 0.00 50.00 140,00 56,210,40
<br />50.00 5142,092.34
<br />LF 375.00 65.50 0.00 6000 418,00 82,299.00
<br />EACH 2.00 56,583.33 0.00 60.00 2.00 613,166.66
<br />EACH 5.00 6582.09 0.00 50.00 5.00 52,91045
<br />LF 125.00 531.88 0.00 50.00 143.00 54,55884
<br />LF 250.00 549.84 0.00 50.00 275,00 $13,706,00
<br />50.00 836,640.95
<br />SCHEDULE NOEL DRIVE
<br />1 2021.501 MOBILIZATION LS 1.00 626,260.00 0.00 60.00 1.00 $26,260.00
<br />2 2101.501 CLEARING TREE 12.00 6200.00 0.00 $0.00 30.00 56,000.00
<br />3 2101,501 GRUBBING TREE 1200 $105.00 0.00 80.00 30,00 $3,150,00
<br />4 2104.501 REMOVE STORM SEWER CULVERTS LF 60.00 510.00 0.00 50.00 62.00 6620.00
<br />5 2104.501 REMOVE CONCRETE CURB AND GUTTER LF 300.00 63.00 63.00 6189.00 342.00 $1,026.00
<br />6 2104.501 REMOVE GUARD RAIL LF 155.00 54.00 0.00 50.00 155.00 6620,00
<br />7 2104.505 REMOVE BITUMINOUS PAVEMENT SY 8,000.00 52.00 0.00 60.00 8,058.00 $16,116.00
<br />8 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 320.00 55.00 0.00 60.00 276.00 $1,380.00
<br />9 2104.509 REMOVE MANHOLE OR CATCH BASIN EACH 1.00 5400.00 0.00 50.00 1.00 6400.00
<br />10 2104.509 REMOVE SIGN EACH 14.00 515,00 0.00 50.00 13.00 519500
<br />11 2104.523 SALVAGE MAILBOX EACH 32.00 520.00 0.00 50.00 30.00 6600.00
<br />12 2105.501 COMMON EXCAVATION (P) CY 3,255.00 57.50 0.00 60,00 3,272.00 $24,540.00
<br />13 2105,521 MODIFIED GRANULAR BORROW (CV) CY 3,200.00 516.00 0.00 $0.00 2,094.93 833,518,88
<br />14 2105.604 GEOTEXTILE FABRIC TYPE V SY 10,140.00 51.70 0.00 60.00 3,300.00 $5,610.00
<br />15 2131.502 CALCIUM CHLORIDE GAL 2,000.00 50.92 0.00 60.00 1,800.00 51,656.00
<br />16 2211.501 AGGREGATE BASE CLASS 5 TON 4,500.00 58.50 0.00 50.00 3,229,37 627,449.65
<br />17 2232.501 MILL BITUMINOUS PAVEMENT SY 120.00 65.00 0.00 60,00 65.00 $32500
<br />18 2350.501 TYPE SP WEAR COURSE MIXTURE TON 750.00 542.75 0.00 60.00 655.18 $28,008.95
<br />19 2350.501 TYPE SP WEAR COURSE MIXTURE (DRIVEWAY) TON 40.00 570,00 0.00 60.00 149,98 810,498,60
<br />20 2350.501 TYPE SP NON WEARING COURSE MIXTURE (BASE) TON 970,00 537.35 0.00 50.00 942.78 $35,21283
<br />21 2511603 MODULAR BLOCK RETAINING WALL SF 1,200.00 621.00 0.00 60.00 1329.00 627,909.00
<br />22 2511.603 MODULAR BLOCK RETAINING WALL (RAIN GARDEN) SF 200.00 521.00 0.00 50.00 264.00 $5,544.00
<br />23 2501.602 62 "x102" RCP FLARED END SECTION EACH 4.00 6466475 0.00 5000 4.00 518,659,00
<br />24 2502.541 4 -INCH PERF PE PIPE DRAIN LF 600.00 82.00 0.00 $0.00 250.00 5500.00
<br />25 2503,511 4 -INCH PVC PIPE SEWER. SCH 40 LF 22,00 $6507 0,00 50.00 32.00 82,082.24
<br />26 2503.541 12" RC PIPE SEWER DES 3006, CLV LF 13500 624.94 0.00 5000 135,00 63.366,90
<br />27 2503.541 15" RC PIPE SEWER DES 3006, CLV LF 1,190.00 62602 0.00 50.00 1,196.00 831,119.92
<br />28 2506541 18" RC PIPE SEWER DES 3006, 01_111 LF 30.00 527.45 0,00 $0.00 30.00 6823.50
<br />29 2503.541 60' X 102" ARC RCP PIPE LF 11400 526864 0.00 60.00 112,00 530,087,68
<br />30 2503.602 CONNECT TO EXISTING STORM SEWER EACH 5,00 6527.78 0.00 60.00 4.00 62,111.12
<br />31 2503.602 CONNECT TO EXISTING STORM STRUCTURE EACH 160 5527.78 000 5000 1.00 5527.78
<br />32 2503.602 8" X 4" WYE PVC EACH 1,00 5582.09 0.00 60.00 1.00 5582.09
<br />33 2504.602 ADJUST HYDRANT AND VALVE EACH 1.00 6750.00 0.00 $0.00 1.00 6750.00
<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 60,00 1.00 51,215.31
<br />36 2504.602 6' GATE VALVE AND BOX EACH 1.00 5713,20 0.00 50.00 1.00 5713.20
<br />37 2504.603 6" WATERMAIN DUCTILE IRON CL 52 LF 32.00 573.23 0.00 $0.00 36.00 52,636,28
<br />38 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36" EACH 6.00 $1,260,97 0.00 50.00 5.00 56304.85
<br />39 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48 -4020 EACH 7.00 51430.31 0.00 60.00 8.00 511,442,48
<br />40 2506.522 INSTALL NEW FRAME, RING AND CASTING EACH 10.00 5650.00 0.00 50,00 7.00 54,550.00
<br />41 2506.602 ADJUST DRAINAGE STRUCTURE EACH 1.00 6200.00 0.00 50.00 1.00 5200.00
<br />42 2511.502 RANDOM RIPRAP CLASS IV TON 200,00 655.00 0.00 50.00 202.66 611,146.30
<br />43 2531.501 CONCRETE CURB 8 GUTTER DESIGN 5618 LF 4,88000 97.60 0.00 50.00 5,011.00 $38,083.60
<br />44 2531.507 CONCRETE DRIVEWAY PAVEMENT SY 475.00 538.00 0.00 60.00 539.20 $20,489.60
<br />0:IProj/816600JIO W 1 /Partial Payments /Pay Estimate 49 Final (2005 Project) 2
<br />3
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