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ITEM SPEC.
<br />NO. REF.
<br />DESCRIPTION
<br />CONTRACT ITEMS ® THIS PERIOD ® TOTAL TO DATE
<br />UNIT CITY. UNIT QTY. AMOUNT QTY. AMOUNT
<br />PRICE
<br />SCHEDULE 2.0 - CARLA LANE WATERMAIN
<br />1 2501620 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 14NCH SERVICE
<br />SCHEDULE 2.0 - CARLA LANE WATERMAIN -- TOTAL
<br />C E0 LE3.0 -CA• iLLLE '.IT'•V ER
<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 />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 50.00 45.00 52,017.35
<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 5142,092.34
<br />LF 375.00 55.50 0.00 50.00 418,00 52,299.00
<br />EACH 2.00 56,583.33 0.00 50.00 2.00 513,166.66
<br />EACH 5.00 5582.09 0.00 50.00 5.00 52,91645
<br />LF 125.00 531.88 0.00 50.00 143.00 54,555.84
<br />LE 250.00 549.84 0.00 50.00 275.00 513,706.00
<br />50.00 536,640.95
<br />SCHEDULE 4.0- NOEL DRIVE
<br />1 2021,501 MOBILIZATION LS 1.00 326,260.00 0.00 30.00 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 5105.00 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 5620.00
<br />5 2104.501 REMOVE CONCRETE CURB AND GUTTER LF 300.00 53.00 0.00 5000 159.00 54]].00
<br />6 2104.501 REMOVE GUARD RAIL LF
<br />155.00 54.00 0.00 5000 155.00 9620.00
<br />7 2104.505 REMOVE BITUMINOUS PAVEMENT SY
<br />8,000.00 9200 0.00 5000 8,058.00 516.116,00
<br />8 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 320.00 35.00 0.00 50.00 276.00 51,380.00
<br />9 2104.509 REMOVE MANHOLE OR CATCH BASIN EACH 1.00 5400.00 0.00 50.00 1.00 5400.00
<br />10 2104.509 REMOVE SIGN EACH 14.00 $15.00 0.00 50.00 13.00 5195.00
<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 5].50 0.00 50.00 3,27200 $24,540.00
<br />13 2105.521 MODIFIED GRANULAR BORROW(CV) CY 3,200.00 516.00 0.00 30.00 2,094.93 333,518.88
<br />14 2105.604 GEOTEXTILE FABRIC TYPE V SY 10,14000 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 50.00 1,800.00 51,656,00
<br />16 2211.501 AGGREGATE BASE CLASS5 TON 4,500.00 58.50 0.00 50.00 3,229.37 527,449.65
<br />17 2232.501 MILL BITUMINOUS PAVEMENT SY
<br />120.00 55.00 0.00 50.00 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 40.00 570.00 0.00 50.00 149.98 510,49860
<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 $27,909.00
<br />22 2511.603 MODULAR BLOCK RETAINING WALL (RAIN GARDEN) SF 200.00 521.00 0.00 50.00 264.00 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 52.00 0.00 50.00 250.00 5500.00
<br />25 2503.511 4-INCH PVC PIPE SEWER, SCH 40 LF 22.00 565.07 0.00 50.00 32.00 52,08224
<br />26 2503.541 12" RC PIPE SEWER DES 3006, CLV LF 135,00 524.94 0.00 50.00 135.00 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 0.00 50.00 30.00 5623.50
<br />29 2503.541 60" X 102" ARC RCP PIPE LF 114.00 5266.64 0,00 50.00 112.00 530,087.68
<br />30 2503602 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 5527.78
<br />32 2503.602 II" 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 5750.00 0.00 50,00 1.00 5750.00
<br />34 2504.602 ADJUST GATE VALVE AND BOX EACH 1.00 5200.00 0.00 50.00 3.00 5600.00
<br />35 2504.602 CONNECT TO EXISTING WATERMAIN EACH 1.00 51,215.31 0.00 50.00 1.00 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 5.00 56,304.85
<br />39 2506.502 CONST DRAINAGE STRUCTURE DESIGN 48 .4020 EACH 7.00 51,430.31 0.00 50.00 8.00 511 442.48
<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 5200.00 0.00
<br />50,00 1.00 5200.00
<br />42 2511.502 RANDOM RIPRAP CLASS IV TON 200.00 555.00 0.00 50.00 202.66 SN,146,30
<br />43 2531.501 CONCRETE CURB & GUTTER DESIGN 13610 LF 4,680.00 57.60 0.00 50.00 4,891.00 537.171.60
<br />44 2531.507 CONCRETE DRIVEWAY PAVEMENT SY 475.00 538.00 0.00 50.00 539.20 520,489.60
<br />O]Pmy816600J10071 /PONAI Payments /Pay Estimate 07 (2005 Pro)ocl)
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