09-24-08 Council Agenda - Laserfiche WebLink

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ITEM SPEC ORIGINA4 CONTRACT THIS PERIOD TOTAL TO tlATE N0. REF. ITEM DESCRIPTIDN UNIT qtt. UNIT PRICE Qtt. TOTAL PRICE QTY. TOTAL PRICE ___ H L 0. N IL p I Y 1 2021.501_ MOB0.12ATION LS 100 51.10000 0.00 5000 100 51.100.00 2 22)2501 MITI BITDM1IINDG$PAVEMENT 2"DEEP SY 1.800.00 53.00 000 50,00 1,601.00 55,043.00 3 2350501 TYPE SP WEAR COURSE MI%TURE TON 300.00 54]50 0.00 3000 2]121 Si2.882 a6 4 2504602 ADJUST VAWE BO% EACH 3.00 $200.00 000 30.00 200 3400.00 5 2508.522 ADJUST FRAME RING AND CASTING EACH 100 $35000 0.00 __ 30.00 1.OD 535000 6 2563801 TRAfFlC CONTROL LS 1.00 3500.00 0.00 _ 50.00 t00 3500.00 _______._.... SCHEDULE ].0 •SAVAGE LANEIM1IILL AND OVERLAY]-TOTAL soon nn PVS en CH 0 CAN D D 1 202]501 MOBILIZATION LS 100 51.50000 0.00 $0.00 1.00 61,500.00 2 2104.501 REMOVE CURB AND GUTTER Lf 23000 6300 000 60.00 23000 6680.00 3 2104.505 REMOVE BITUMINOUS PAVEMENT SY 410.00 6200 0.00 60.00 A1000 382000 4 2105.501 COMMON EXCAVATION P CY 155.00 S1 100 0.00 50.00 15300 St ]0300 5 2105.522 SELECT GRANULAR OORROW CV _ CY 455.00 51050 OOD 6000 a55.00 64)]).50 6 2105.60A GEOTEXiILE FABRIC SY 600.00 _ 62.50 0.00 $000 600.00 51.50000 ] 2211.501 AGGREGATE 6ASE CLAS55 TON 290.00 _ 515.90 000 SODO 24790 63,941.61 e 2232.501 MILL BITUMINOUS PMEA4ENT SY 115.00 56.00 0.00 60.00 _ 258.31 61,549.98 9 2350.501 TYPE SP WEAR COURSE MI%TURE ION 3100 64).50 0.00 50.00 3].2) 31.)'/033 f0 2350.502 TYPESP NON WEARINGCOURSE MI%TURE BINDER TON 50.00 __, 546.50 000 6000 45.12 52.099.09 tt 2350.502 'tYPESP NON WEARINGCOVRSE MIXTURE BASE TON 60.00 546.50 000 SO.OD 55.00 52.55]50 t2 2502.602 4~INCH PERF PE PIPE DRAIN LF 23000 S1d.00 000 50.00 230.00 S32m.DD t3 2531.501 CONCRETE CURDBGUTTER OESIGN 8610 LF 230.00 513.50 0.00 50.00 226.00 53.05100 1d 2563.601 TRAFFIC CONTROL lS 100 51,500.00 0.00 30.00 100 51.50000 15 2564.603 4'SOLID lM11TE LINE-EPOXY lF 230.00 50.33 0.00 50.00 000 SO.OC 18 2564.603 4"SOLID YELLOW LINE-F.POXY LF 180.00 $0.33 0.00 50.00 201.00 568.33 17 2564.603 d"SKIP YELLOW LINE-EPOXY __,_ LF 40.00 50.33 000 5000 40.00 31320 SCIIEOULE 8.0-LITiIE CANADA ROAD-TOTAL $0.00 530,]605) -I 1 2021.501 MO61u2AT10N LS LOD -55200.00 000 ___ SD 00 100 55,200.00 2 210].502 CLEARING EACH 200 $375.00 _-_ 0.00 $0.00 200 _ 5750.00 3 2101.50] GRUBBING EACH 2.00 $3]5.00 0.00 _ $0.00 2.00 _ S]SOOG d 2104.501 REMOVE CURp AND GUTTER LF 22100 $2.20 _ 0.00 __ 50.00 _ 419.00 5921.80 5 2104.505 REMOVE 9ITUMINWSPAYEMENT SY 1985.00 5200 0.00 60.00 1.985.00 $39]000 6 2104.511 SAW CUT BIiUh11N0US FULL DEPTH _ Lf 3100 53.90 0.00 $000 11.00 54290 7 2105.501 COMMON EXCAVATION P CY 1,152.00 $6.50 0.00 50.00 96).00 $8.236.50 B 2105521 SELECT GRANULAR BORROW CV CY )OO.OD 510.00 0.00 50.00 550.00 55.500.00 9 2105609 GEOTEXTILE FADRIC SV 205000 52.50 0.00 50.00 1,050.00 54.125.00 10 2211.501 AGGREGATE, BASE GLAS55 - TON 925.00 515.90 0.00 50.00 664.64 510.083]0 11 2232501 MILL BITUf/INDUS PAVEMENT SY 1500 520.00 0.00 SO.OD 95.00 5100000 12 2350501 TYPE SP WEAfl COURSE MIXTURE TON 270.00 547.50 000 50.00 222.6G 510,5]6.35 13 2350.502 TYPE SP NON WEARING COURSE MI%TURE BASE TON 2)0.00 546.50 O.OD 5000 259.32 512.058.38 14 2411.604 MODULAR 6LCCK RETAINING WALL SF 18000 528.50 OOD 5000 19fi.00 55.586.00 15 2502.541 A4NCH PERF PE PIPE DRAIN LF 1.300.00 512.50 35.00 543].50 WL00 512.21250 16 2503.541 t0"PYC STORM SEWER Lf 25.00 $40.80 0.00 5000 22,00 389260 1] 2503.541 t2"RC PIPE SEWER DES 3006. C1V LF 23.00 540.00 0.00 50.00 86.00 53,508.00 18 __2503802 ^ CONNECT TO EXISTING STORM MAIN EACH 2.00 5359.04 0.00 50.00 3.00 S1.OJ712 19 2506.502 CON3T DRAINAGE STRUCTURE SPECIAL 24"x36" EACN 100 52.244.00 0.00 50,00 3.00 56)5200 20 2508.502 CONST DRAINAGE STRUCTURE SPECIAL 27"DIA EACH 100 $2.040.00 0.00 50.00 1.00 52.04000 21 2521.501 CONCRETE SIDEWALK 9'THICK SF 2300 54.00 0.00 50.00 60.00 5240 00 12 2531.501 CONCRETE GURR BGUTTER DESIGN 6618 tF 225.00 513.50 000 $0.00 434.00 _ 55.85000 23 2564.602 PAVEMENT MESSAGE HANDICAPPED SYM -EPOXY EACH 200 5131.25 0.00 $0.00 3.00 5393.]5 24 2564603 A"SOLID WHITE LINE-EPOXY LF 1.030.00 51.10 000 5000 1,188.00 51306.80 25 25)3.502 SILT FENCE ttPE MACHINE 3lICE0 Lf 50.00 52.50 0.00 5000 10000 525000 26 25]3.530 INLET PROTECTION VmMCO) EACH 3.00 51]6.00 _ 0.00 5000 300 5525.00 2] 25]5.513 14ULCH MATERIAL CY 2.00 530.00 0.00 50.00 2.00 S60.CD 28 SPEC RAIN `NATER GARUEN3 EACN 1.00.___ _ $900.00 __ O.OD 50.00 1.00 $900.00 29 SPEC INLET SEDIMENT REMOVAL WIMCO F.ACH G00 __ 5100.00 0.00 3000 1.50 515000 3D SPEC DENSITY TEST, INPIACE EACH 10.00 546.20 0.00 50.00 2.00 592.40 SCHEDULE 9.0-CItt HALL PARKING LOT.-TOTAL 543].50 5106.)4).68