09-24-08 Council Agenda - Laserfiche WebLink

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ITEM SPEC ORIGINAL CONTRACT THIS PERIOD TOTAL TO DATE N0. REF. ITEh1 OE3CRIPTION UNIT QTY. UNIT PRICE Qtt. TOTAL PRICE OiY. TOTAL PRICE D L- D V LA t 2021.501 MOBIL124TION _ LS 1.00 58,500.00 0.00 50.00 100 56.500.00 2 2101501 CLEARING $f 1000.00 51.00 OCO SO.CO 1.000.00 St OCO.OD 3 210LSOG GRUBBING _ SF 1.000.00 51.00 0.00 50.00 1.000.00 S1.OOOOO d 2104.501 _ REldOVE SEW R PIPE STORM E LF 90.00 510.20 0.00 30.00 t%O.CD 51,815.80 5 y 2104501 _ _ REMOVE CURD AND GVTTER LF 3300 52.20 0.00 30.00 5]00 6125.40 B 2104.503 REMOVE CONCRETE 61OEWALK Sf 25.00 6220 0.00 50.00 a00D SBB.OO _] 2104.505 REMOVE BITUMINOUS PAVEMENT SY 4,10000 32.00 0.00 50.00 n,100.00 50.200.00 8 2109.500 REMOVE SIGN EACH 6.OD 580.00 000 6000 BCO 540000 9 21Od.5N SAW CUT BITUMINIXIS FVLL DEPTH LF 100.00 63.90 0.00 ~ 5000 %9.00 5300.10 10 2504.523 SPLVAGE MAILBOX EACH 5.00 615000 0.00 50.00 5.00 5]5000 11 2105.501 COMMON E%CAVATION P CY 1.393.00 SB.50 000 3000 1.393.00 511,040_50 f2 2105521 SELECT GRANULAR BORROW CV CY 800.00 610.00 000 6000 840.00 68.A0000 13 2131502 CALCIUM CHLORIDE GAL 1.000.00 SLID 0.00 50.00 0.00 3000 to 2211.501 AGGREGATE BASE CLASSS TON 1.f00.C0 615.90 000 3000 1$05.5] 323.938.56 + IS 2232.501 MILL BITUMINOUS PAVEMENT SY 35.00 5800 0.00 50.00 30.00 3100.00 t6 2350.501 TYPE SP WEAR COURSE MIXTURE TON 35000 54].50 0.00 30.00 291.58 514.135.05 R 2350.501 TYPE SP WEAR COURSE MIXTURE DRIVEWAY TON 10.00 3100.00 000 50.00 13.12 51.31200 18 2350.502 TYPE SPNON WEARiNGCOURSE MI%TURE SASE TON 350.C0 546.50 0.00 SOHO 350A1 318.294.01 t9 2411.604 DOULOER RETAMING WALL SF 100.00 520.50 000 50.00 0.00 50.00 20 2501.611 15"CM PIPE CULVERT LF 30.00 32040 0.00 50.00 38.00 51]5.20 21 2505515 15"CM PIPE APRON EACH 200 5129.54 0.00 $0.00 200 6259.08 22 2502.541 41NCH PERF PE PIPE GRAIN LF 600.00 _ 612_.50 0.00 50.00 3W.00 63 S25.C0 23 2503.541 12"RC PIPE SEWER OE53008. CLV LF 38.00 Sd0.80 0.00 50.00 13.00 51.918A0 24 2503.541 15"RC PIPE SEWER OE63008. CLV LF 13200 541.82 __ 0.00 50.00 28.00 51.1]0.98 25 2503.602 CONNECT TO EXISTING STORM SEWER EACH 200 _ 5359.04 _ 0.00 50.00 400 St.A36.i6 26 2504.602 ADJUST VALVE DO% EACH 3.00 518000 0.00 50.00 0.00 30.00 21 2508.502 CONST DRAINAGE STRUCTURE SPECIA~2%'OIA EACH 2.00 51.9]SJ4 0.00 50.00 2.00 53A51.ne 28 2521.501 CONCRETE SIDEWALK d"THIGH SF 25.00 5400 0.00 50.00 20.00 SBOOO 29 2531501 CONCRETE CUR88 GUTTER DESIGN_D_618 LF 145.00 59.50 000 50.00 180.00 St%1000 30 2531.501 CONCRETE CUR68 GUTTER DESIGN 6824 LF a3000 610.50 000 50.00 428.00 54494.00 31 253150] CONCRETE DRIVEWAY APRON 8"THICK SY IO.DD 540.00 0.00 $0.00 10.00 5400. 32 2540.602 INSTALL SALVAGED MAIL8O% EACH 5.00 515000 000 50.00 5.00 5]50.00 33 2563.601 TRAFFIC CONTROL LS 1.00 5500.00 0.00 SO.OD 1.00 Ssao.oo 34 2564.531 f$I SIGN PANEL SF 45.50 53100 0.00 50.00 4350 51,41050 35 2584.602 F8151GN POST EACI1 2.00 580.00 0.00 50.00 100 58000 36 25]3.502 SILT FENCE TYPE MACHINE SLICED LF 365.00 52.20 0.00 50.00 30000 5660.00 3] 25]3.530 INLE7 PROTGCTION MCO EACH 300 St]5.00 0.00 SO.OD 2.00 5350.00 3B 25]5.513 AfULCH MATERIAL CY 25.00 53000 0.00 50.00 9.00 52]000 39 SPEC RAIN WATER GARDENS EACH 3.00 5600.00 0.00 5000 2.C0 51.800.00 d0 SPEC INLET SEDIMENT REMOVAL IMCO EACH 2000 5100.00 000 50.00 12.00 S1?0000 4f SPCC 6EDIMENT REMOVAL DACKHOE HR 2.00 5140.00 100 514000 100 514000 42 SPEC BIOROLL LF ]0.00 Stt 00 18.00 5198.00 90.00 5990.00 A3 SPEC GRAOAiION TEST. CLASSS EACH 1.00 3125.40 0.00 50.00 600 5000 44 SPEC PROCTOR TEST CLASSS EACH LW 5138.60 000 50.00 000 5000 AS SPEC PROCTOR TEST, CIn5S5 EACH 2.00 5136 G0 000 50.00 O.O D 5000 46 SPEC DENSITY TEST. INPIACE EACH 1000 546.20 0.00 60.00 5.0 0_ 5231.00 4] SPEC CONCRETE TESTING EACH 2.OD 5145.20 000 50.0 0 2.0 0 5290.40 n8 6PEC BITUMINOUS CORE DENSITY EACH 600 51000 0 00 0 500 0 00 0 5000 SCNEDULE 4.0 -SAVAGE LANE -.TOTAL $330.00 5125.919.46 D A 1 2021.501 MO&UZATION LS 1,00 5],000.00 0.00 - 50.00 100 5],000.00 2 2104501 REMOVE SEWER PIPE STORM LF 18bJ 61 O.2C _ 000 _ _ 50.00 48.00 $409.00 5 2104.501 REA4OVE CURB AND GUTTER LF 85.00 _ _ 5220 0.00 SO.CD ]1.00 515820 q 2104503 REtdOVE CONCRETE PAD SF 530.00 52.20 000 ___ _ SO.OD 40,00 308.00 5 2104.503 REMOVE CONCRCiE DRIVEWAY PAVEMENT SF 245.00 52.20 _ 0.00 _ 5000 200.00 5440.00 5