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ITEM SPEC,
<br />NO, REF. DESCRIPTION UNIT QTY. UNIT
<br />PRICE
<br />CONTRACT ITEMS
<br />THIS PERIOD
<br />QTY. AMOUNT
<br />TOTAL TO DATE
<br />QTY. 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 $2.89 0.00 $0.00 1,595.00 54,609.55
<br />EACH 2.00 54,909.75 0.00 50.00 2.00 59,819.50
<br />EACH 4.00 52,605.71 0.00 50.00 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 50.00 26.00 54,599.66
<br />LF 70.00 544.83 0.00 $0.00 45.00 $2,017.35
<br />LF 1.675,00 548.23 0.00 50.00 1,672.00 580,640.56
<br />LF 1,100.00 518,94 0.00 50.00 635.00 512,026,90
<br />LF 60.00 544.36 0.00 50.00 140.00 56,210.40
<br />50.00 5132,272,84
<br />SCHEDULE 3.0- CARLA I ANE SANITARY SEWER
<br />1 2104.501 REMOVE SEWER PIPE (SANITARY) LF 375.00 $5.50 0.00 50.00 275.00 $1,512.50
<br />2 2503.602 CONNECT TO EXISTING SANITARY EACH 2.00 56,583.33 0.00 50.00 1.00 56,583.33
<br />3 2503.602 8' X 4' PVC WYE EACH 5.00 5582.09 0.00 $0.00 5.00 52,910.45
<br />4 2503.603 4' PVC SERVICE PIPE SCH 40 (INCLUDES CONNECT TO EX.) LF 125,00 531.98 0.00 $0.00 123.00 53,921.24
<br />5 2503.603 8' PVC PIPE SEWER SDR 35 LF 250.00 349.84 0.00 50.00 275.00 513,706.00
<br />SCHEDULE 3.0- CARLA LANE SANITARY SEWER - -TOTAL $0.00 $28,633.52
<br />SCHEDULE 4.0 - NOEL DRIVE
<br />1 2021.501 MOBILIZATION LS 1.00 $26,260.00 0.00 50.00 1.00 526,260.00
<br />2 2101.501 CLEARING TREE 12.00 5200.00 0.00 50.00 30.00 56,000.00
<br />3 2101.501 GRUBBING TREE 12.00 $105.00 0.00 50.00 30.00 53,150.00
<br />4 2104.501 REMOVE STORM SEWER CULVERTS LF 60.00 510.00 0.00 50.00 62.00 5820.00
<br />5 2104.501 REMOVE CONCRETE CURB AND GUTTER LF 300.00 53.00 0.00 $0.00 159.00 5477.00
<br />6 2104.501 REMOVE GUARD RAIL LF 155.00 54.00 0.00 50.00 155.00 $620.00
<br />7 2104.505 REMOVE BITUMINOUS PAVEMENT SY 8,000.00 52.00 0.00 50.00 8,058.00 516,116.00
<br />8 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 320.00 55.00 0.00 50.00 276.00 51,380.00
<br />9 2104.509 REMOVE MANHOLE OR CATCH BASIN EACH 1.00 $400.00 0.00 50.00 1.00 5400.00
<br />10 2104.509 REMOVE SIGN EACH 14.00 515.00 0.00 50.00 13.00 $195.00
<br />11 2104.523 SALVAGE MAILBOX EACH 32.00 520.00 0.00 50.00 30.00 5600.00
<br />12 2105.501 COMMON EXCAVATION (P) CY 3.255.00 $7.50 17.00 5127.50 3,272.00 524,540.00
<br />13 2105.521 MODIFIED GRANULAR BORROW (CV) CY 3,200.00 516.00 787.73 $12,603.68 2,094.93 533.518,88
<br />14 2105.604 GEOTEXTILE FABRIC TYPE V SY 10,140.00 51.70 0.00 $0.00 3,300.00 55,610.00
<br />15 2131.502 CALCIUM CHLORIDE GAL 2,000.00 50.92 0.00 50.00 1,800.00 51,656.00
<br />16 2211.501 AGGREGATE BASE CLASS 5 TON 4,500.00 58.50 0.00 50.00 3329.37 527,449.65
<br />17 2232.501 MILL BITUMINOUS PAVEMENT SY 120.00 $5.00 0.00 30.00 0.00 50.00
<br />18 2350.501 TYPE SP WEAR COURSE MIXTURE TON 750.00 542.75 0.00 50.00 0.00 50.00
<br />19 2350.501 TYPE SP WEAR COURSE MIXTURE (DRIVEWAY) TON 4000 $70.00 66.84 54,678.80 149.98 510.498.60
<br />20 2350.501 TYPE SP NON WEARING COURSE MIXTURE (BASE) TON 970.00 537.35 0.00 50.00 942.78 535,212.83
<br />21 2511.603 MODULAR BLOCK RETAINING WALL SF 1,200.00 521.00 0.00 50.00 1329.00 527,909.00
<br />22 2511.603 MODULAR BLOCK RETAINING WALL (RAIN GARDEN) SF 200.00 521.00 264.00 55,544.00 264.00 55,544.00
<br />23 2501.602 62' x 102' RCP FLARED END SECTION EACH 4.00 54,664.75 0.00 50.00 4.00 518,659.00
<br />24 2502.541 4 -INCH PERF PE PIPE DRAIN LF 600.00 $2.00 177.00 5354.00 250.00 5500.00
<br />25 2503.511 4 -INCH PVC PIPE SEWER, SCH 40 LF 22.00 565.07 0.00 50.00 32.00 $2,082.24
<br />26 2503.541 12' RC PIPE SEWER DES 3006, CLV LF 135.00 524.94 0.00 50.00 135.00 $3,366.90
<br />27 2503.541 15" RC PIPE SEWER DES 3006, CLV LF 1,190.00 526.02 0.00 50.00 1,196.00 $31,119.92
<br />28 2503.541 18' RC PIPE SEWER DES 3006, CL III LF 30.00 527.45 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 $30,087.68
<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 0.00 50.00 1.00 5527.78
<br />32 2503.602 8' X 4' WYE PVC EACH 1.00 5582.09 0.00 50.00 1.00 5582.09
<br />33 2504.602 ADJUST HYDRANT AND VALVE EACH 1.00 $750.00 0.00 50.00 1.00 5750.00
<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 51.215.31 0.00 50.00 1.00 $1.215.31
<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 $73.23 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 37,565.82
<br />39 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48.4020 EACH 7,00 $1,430.31 0.00 $0.00 7.00 510,012.17
<br />40 2506.522 INSTALL NEW FRAME. RING AND CASTING EACH 10.00 5650.00 0.00 $0.00 7.00 54,550,00
<br />41 2506.602 ADJUST DRAINAGE STRUCTURE EACH 1.00 $200.00 1.00 5200.00 1.00 5200.00
<br />4 2511,502 RANDOM RIPRAP CLASS IV TON 200.00 555.00 0.00 50.00 202.66 511,146.30
<br />.3 2531.501 CONCRETE CURB& GUTTER DESIGN B618 LF 4,880.00 57.60 0.00 $0.00 4,891.00 $37,171,60
<br />44 2531.507 CONCRETE DRIVEWAY PAVEMENT SY 475.00 538.00 0.00 50.00 539,20 520,489.60
<br />O1Pro0016600J /0071 /Pa,tial Payments/Pay Estimate 115(2005 Project) 2
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