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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 />LB 1,500.00 32.89 745.00 62,153.05 1,595.00 $4,609.55
<br />EACH 2.00 54,909,75 0.00 30.00 2.00 $9,819.50
<br />EACH 4.00 $2,605.71 2.00 35,21142 4.00 $10,422.84
<br />EA 28.00 $74.08 14.00 51,037.12 26.00 51,926.08
<br />EA 28.00 3176.91 14.00 32,476.74 26.00 34,59966
<br />LF 70.00 544.83 25,00 $1,120.75 45.00 $2,017.35
<br />LF 1,675.00 348.23 879.00 342,394.17 1,672.00 380,640.56
<br />LF 1,100.00 $18.94 358.00 36,780.52 635.00 $12,026.90
<br />LF 60.00 $44.36 0.00 $0.00 140.00 $6,210.40
<br />361,173.77 6132,27284
<br />SCHEDULE 3,0 - CARLA LANE SANITARY SEWER
<br />1 2104.501 REMOVE SEWER PIPE (SANITARY) LF 375.00 35.50 0.00 $0.00 275.00 31,512.50
<br />2 2503.602 CONNECT TO EXISTING SANITARY EACH 2.00 36,583.33 000 30.00 1.00 $6,583.33
<br />3 2503.602 8" X 4" PVC WYE EACH 5.00 $582.09 0.00 $0.00 5.00 32,910.45
<br />4 2503.603 4" PVC SERVICE PIPE SCH 40 (INCLUDES CONNECT TO EX.) LF 125.00 331.88 101.00 33,219.88 123.00 33,921.24
<br />5 2503.603 8" PVC PIPE SEWER SDR 35 LF 250.00 349.84 0.00 $0.00 275.00 313,706.00
<br />SCHEDULE 3.0 - CARLA LANE SANITARY SEWER -- TOTAL
<br />$3,219.88 328,633.52
<br />SCHEDULE 4.0 - NOEL DRIVE
<br />1 2021.501 MOBILIZATION LS 1.00 526,260.00 0.00 50.00 1.00 326,260.00
<br />2 2101.501 CLEARING TREE 12.00 3200.00 0.00 50.00 30.00 36,000.00
<br />3 2101.501 GRUBBING TREE 12.00 $105.00 0.00 30.00 30.00 33,150.00
<br />4 2104.501 REMOVE STORM SEWER CULVERTS LF 60.00 $10.00 0.00 30.00 62.00 3620.00
<br />5 2104.501 REMOVE CONCRETE CURB AND GUTTER LF 300.00 53.00 83.00 $249.00 83.00 3249.00
<br />6 2104.501 REMOVE GUARD RAIL LF 155.00 $4.00 0.00 $0.00 155.00 5620.00
<br />7 2104.505 REMOVE BITUMINOUS PAVEMENT SY 8,000.00 $2.00 2,900.00 55,800.00 8,000.00 $16,000.00
<br />2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 320.00 35.00 276.00 51,380.00 276.00 31,380.00
<br />9 2104.509 REMOVE MANHOLE OR CATCH BASIN EACH 1.00 $400.00 0.00 $0.00 1.00 5400.00
<br />10 2104.509 REMOVE SIGN EACH 14.00 315.00 0.00 50.00 13.00 5195.00
<br />11 2104.523 SALVAGE MAILBOX EACH 32.00 520.00 0.00 $0.00 30.00 5600.00
<br />12 2105.501 COMMON EXCAVATION (P) CY 3,255.00 57.50 1,765.00 513,237.50 3,255.00 $24,412.50
<br />13 2105.521 MODIFIED GRANULAR BORROW (CV) CY 3,200.00 316.00 396.20 56,339.20 1,307.20 320,915.20
<br />14 2105.604 GEOTEXTILE FABRIC TYPE V SY 10,140.00 51,70 862.00 51,465.40 3,300.00 55.610,00
<br />15 2131.502 CALCIUM CHLORIDE GAL 2,000.00 50.92 1,800.00 31,656.00 1,800.00 51,656.00
<br />16 2211.501 AGGREGATE BASE CLASS 5 TON 4,500.00 38.50 1,783.17 515,156.95 2,888.17 $24,549.45
<br />17 2232.501 MILL BITUMINOUS PAVEMENT SY 120.00 35.00 0.00 50.00 0.00 30.00
<br />18 2350.501 TYPE SP WEAR COURSE MIXTURE TON 750.00 542.75 0.00 $0.00 0.00 30.00
<br />19 2350.501 TYPE SP WEAR COURSE MIXTURE (DRIVEWAY) TON 40.00 370.00 83.14 35,819.80 83.14 55,819.80
<br />20 2350.501 TYPE SP NON WEARING COURSE MIXTURE (BASE) TON 970.00 537.35 942.78 535,212.83 942.78 $35,212.83
<br />21 2511.603 MODULAR BLOCK RETAINING WALL SF 1,200.00 521.00 0.00 30.00 0.00 $0.00
<br />22 2511.603 MODULAR BLOCK RETAINING WALL (RAIN GARDEN) SF 200.00 521.00 0.00 50.00 0.00 50.00
<br />23 2501.602 62" x 102" RCP FLARED END SECTION EACH 4.00 54,664.75 0.00 50.00 4.00 518,659.00
<br />24 2502.541 4 -INCH PERF PE PIPE DRAIN LF 600.00 52.00 0.00 50.00 0.00 50.00
<br />25 2503.511 4 -INCH PVC PIPE SEWER, SCH 40 LF 22.00 565.07 0.00 50.00 32.00 32,082.24
<br />26 2503.541 12" RC PIPE SEWER DES 3006, CLV LE 135.00 324.94 0.00 $0.00 135.00 53,366.90
<br />27 2503.541 15" RC PIPE SEWER DES 3006, CLV LF 1,190.00 326.02 0.00 50.00 1,196.00 531,119.92
<br />28 2503.541 18" RC PIPE SEWER DES 3006, CL III LE 30.00 327.45 0.00 50.00 30.00 5823.50
<br />29 2503.541 60" X 102" ARC RCP PIPE LF 114.00 5268.64 0.00 50.00 112.00 530,08768
<br />30 2503.602 CONNECT TO EXISTING STORM SEWER EACH 5.00 5527.78 0.00 50.00 4.00 52,111.12
<br />31 2503.602 CONNECT TO EXISTING STORM STRUCTURE EACH 1.00 5527.78 0.00 50.00 1.00 $527.78
<br />32 2503.602 8 "X4" WYE PVC EACH 1.00 5582.09 0.00 50.00 1.00 $582.09
<br />33 2504.602 ADJUST HYDRANT AND VALVE EACH 1.00 5750.00 1.00 5750.00 1.00 5750.00
<br />34 2504.602 ADJUST GATE VALVE AND BOX EACH 1.00 5200.00 3.00 5600.00 3.00 5600.00
<br />35 2504.602 CONNECT TO EXISTING WATERMAIN EACH 1.00 51,215.31 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 50.00 1.00 5713.20
<br />37 2504.603 6" WATERMAIN DUCTILE IRON CL 52 LF 32.00 573.23 0.00 50.00 36.00 52,636.28
<br />38 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36" EACH 6.00 51,260.97 0.00 50,00 6.00 57,565.82
<br />39 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48 -4020 EACH 7.00 51,430.31 0.00 50.00 7.00 510,012.17
<br />40 2506.522 INSTALL NEW FRAME, RING AND CASTING EACH 10.00 5650.00 7.00 54,550.00 7.00 $4,550.00
<br />' 2506.602 ADJUST DRAINAGE STRUCTURE EACH 1.00 5200.00 0.00 50.00 0.00 50.00
<br />2 2511.502 RANDOM RIPRAP CLASS 11J TON 200.00 $55.00 0.00 50.00 202.66 $11,146.30
<br />43 2531.501 CONCRETE CURB & GUTTER DESIGN 0618 LF 4,880.00 57.60 4,675.00 535,530.00 4,675.00 $35,530.00
<br />44 2531.507 CONCRETE DRIVEWAY PAVEMENT SY 475.00 538.00 539.20 520,489.60 539.20 $20,489.60
<br />(21ProJ816600JN07 VParlial Payments /Pay Estimate #2 2
<br />CQNTRACT
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<br />AMOUNT
<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 />LB 1,500.00 32.89 745.00 62,153.05 1,595.00 $4,609.55
<br />EACH 2.00 54,909,75 0.00 30.00 2.00 $9,819.50
<br />EACH 4.00 $2,605.71 2.00 35,21142 4.00 $10,422.84
<br />EA 28.00 $74.08 14.00 51,037.12 26.00 51,926.08
<br />EA 28.00 3176.91 14.00 32,476.74 26.00 34,59966
<br />LF 70.00 544.83 25,00 $1,120.75 45.00 $2,017.35
<br />LF 1,675.00 348.23 879.00 342,394.17 1,672.00 380,640.56
<br />LF 1,100.00 $18.94 358.00 36,780.52 635.00 $12,026.90
<br />LF 60.00 $44.36 0.00 $0.00 140.00 $6,210.40
<br />361,173.77 6132,27284
<br />SCHEDULE 3,0 - CARLA LANE SANITARY SEWER
<br />1 2104.501 REMOVE SEWER PIPE (SANITARY) LF 375.00 35.50 0.00 $0.00 275.00 31,512.50
<br />2 2503.602 CONNECT TO EXISTING SANITARY EACH 2.00 36,583.33 000 30.00 1.00 $6,583.33
<br />3 2503.602 8" X 4" PVC WYE EACH 5.00 $582.09 0.00 $0.00 5.00 32,910.45
<br />4 2503.603 4" PVC SERVICE PIPE SCH 40 (INCLUDES CONNECT TO EX.) LF 125.00 331.88 101.00 33,219.88 123.00 33,921.24
<br />5 2503.603 8" PVC PIPE SEWER SDR 35 LF 250.00 349.84 0.00 $0.00 275.00 313,706.00
<br />SCHEDULE 3.0 - CARLA LANE SANITARY SEWER -- TOTAL
<br />$3,219.88 328,633.52
<br />SCHEDULE 4.0 - NOEL DRIVE
<br />1 2021.501 MOBILIZATION LS 1.00 526,260.00 0.00 50.00 1.00 326,260.00
<br />2 2101.501 CLEARING TREE 12.00 3200.00 0.00 50.00 30.00 36,000.00
<br />3 2101.501 GRUBBING TREE 12.00 $105.00 0.00 30.00 30.00 33,150.00
<br />4 2104.501 REMOVE STORM SEWER CULVERTS LF 60.00 $10.00 0.00 30.00 62.00 3620.00
<br />5 2104.501 REMOVE CONCRETE CURB AND GUTTER LF 300.00 53.00 83.00 $249.00 83.00 3249.00
<br />6 2104.501 REMOVE GUARD RAIL LF 155.00 $4.00 0.00 $0.00 155.00 5620.00
<br />7 2104.505 REMOVE BITUMINOUS PAVEMENT SY 8,000.00 $2.00 2,900.00 55,800.00 8,000.00 $16,000.00
<br />2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 320.00 35.00 276.00 51,380.00 276.00 31,380.00
<br />9 2104.509 REMOVE MANHOLE OR CATCH BASIN EACH 1.00 $400.00 0.00 $0.00 1.00 5400.00
<br />10 2104.509 REMOVE SIGN EACH 14.00 315.00 0.00 50.00 13.00 5195.00
<br />11 2104.523 SALVAGE MAILBOX EACH 32.00 520.00 0.00 $0.00 30.00 5600.00
<br />12 2105.501 COMMON EXCAVATION (P) CY 3,255.00 57.50 1,765.00 513,237.50 3,255.00 $24,412.50
<br />13 2105.521 MODIFIED GRANULAR BORROW (CV) CY 3,200.00 316.00 396.20 56,339.20 1,307.20 320,915.20
<br />14 2105.604 GEOTEXTILE FABRIC TYPE V SY 10,140.00 51,70 862.00 51,465.40 3,300.00 55.610,00
<br />15 2131.502 CALCIUM CHLORIDE GAL 2,000.00 50.92 1,800.00 31,656.00 1,800.00 51,656.00
<br />16 2211.501 AGGREGATE BASE CLASS 5 TON 4,500.00 38.50 1,783.17 515,156.95 2,888.17 $24,549.45
<br />17 2232.501 MILL BITUMINOUS PAVEMENT SY 120.00 35.00 0.00 50.00 0.00 30.00
<br />18 2350.501 TYPE SP WEAR COURSE MIXTURE TON 750.00 542.75 0.00 $0.00 0.00 30.00
<br />19 2350.501 TYPE SP WEAR COURSE MIXTURE (DRIVEWAY) TON 40.00 370.00 83.14 35,819.80 83.14 55,819.80
<br />20 2350.501 TYPE SP NON WEARING COURSE MIXTURE (BASE) TON 970.00 537.35 942.78 535,212.83 942.78 $35,212.83
<br />21 2511.603 MODULAR BLOCK RETAINING WALL SF 1,200.00 521.00 0.00 30.00 0.00 $0.00
<br />22 2511.603 MODULAR BLOCK RETAINING WALL (RAIN GARDEN) SF 200.00 521.00 0.00 50.00 0.00 50.00
<br />23 2501.602 62" x 102" RCP FLARED END SECTION EACH 4.00 54,664.75 0.00 50.00 4.00 518,659.00
<br />24 2502.541 4 -INCH PERF PE PIPE DRAIN LF 600.00 52.00 0.00 50.00 0.00 50.00
<br />25 2503.511 4 -INCH PVC PIPE SEWER, SCH 40 LF 22.00 565.07 0.00 50.00 32.00 32,082.24
<br />26 2503.541 12" RC PIPE SEWER DES 3006, CLV LE 135.00 324.94 0.00 $0.00 135.00 53,366.90
<br />27 2503.541 15" RC PIPE SEWER DES 3006, CLV LF 1,190.00 326.02 0.00 50.00 1,196.00 531,119.92
<br />28 2503.541 18" RC PIPE SEWER DES 3006, CL III LE 30.00 327.45 0.00 50.00 30.00 5823.50
<br />29 2503.541 60" X 102" ARC RCP PIPE LF 114.00 5268.64 0.00 50.00 112.00 530,08768
<br />30 2503.602 CONNECT TO EXISTING STORM SEWER EACH 5.00 5527.78 0.00 50.00 4.00 52,111.12
<br />31 2503.602 CONNECT TO EXISTING STORM STRUCTURE EACH 1.00 5527.78 0.00 50.00 1.00 $527.78
<br />32 2503.602 8 "X4" WYE PVC EACH 1.00 5582.09 0.00 50.00 1.00 $582.09
<br />33 2504.602 ADJUST HYDRANT AND VALVE EACH 1.00 5750.00 1.00 5750.00 1.00 5750.00
<br />34 2504.602 ADJUST GATE VALVE AND BOX EACH 1.00 5200.00 3.00 5600.00 3.00 5600.00
<br />35 2504.602 CONNECT TO EXISTING WATERMAIN EACH 1.00 51,215.31 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 50.00 1.00 5713.20
<br />37 2504.603 6" WATERMAIN DUCTILE IRON CL 52 LF 32.00 573.23 0.00 50.00 36.00 52,636.28
<br />38 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36" EACH 6.00 51,260.97 0.00 50,00 6.00 57,565.82
<br />39 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48 -4020 EACH 7.00 51,430.31 0.00 50.00 7.00 510,012.17
<br />40 2506.522 INSTALL NEW FRAME, RING AND CASTING EACH 10.00 5650.00 7.00 54,550.00 7.00 $4,550.00
<br />' 2506.602 ADJUST DRAINAGE STRUCTURE EACH 1.00 5200.00 0.00 50.00 0.00 50.00
<br />2 2511.502 RANDOM RIPRAP CLASS 11J TON 200.00 $55.00 0.00 50.00 202.66 $11,146.30
<br />43 2531.501 CONCRETE CURB & GUTTER DESIGN 0618 LF 4,880.00 57.60 4,675.00 535,530.00 4,675.00 $35,530.00
<br />44 2531.507 CONCRETE DRIVEWAY PAVEMENT SY 475.00 538.00 539.20 520,489.60 539.20 $20,489.60
<br />(21ProJ816600JN07 VParlial Payments /Pay Estimate #2 2
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