09-24-08 Council Agenda - Laserfiche WebLink

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ITEM SPEC ORIGINAL CONTRACT TNIS PERIOD TOTAL TO GATE NO. REF, ITEM DESCRIPTION UNIT QTY. UNIT PRICE Qtt. TOTAL PRICE QTY. TOTAL PRICE 6 210a.505 REMOVE DITUh11NOUS PAVEMENT SV 2.210.00 5209 0.00 50.00 2.210.00 S4,a2000 ] 2104.509 REMOVE SIGN EACH 4,00 515000 0.00 50.00 4.00 6600.00 8 2104.SN SAW CUi BITUAfINOUS fULL CEPTH lF 1]O.OD 53.90 0.00 60.OD 88.00 325]AO 9 2104.523 SALVAGE MAILBOX EACH 8.00 54.90 0.00 50.00 800 63920 10 2105501 COMMON EXCAVATION P CY 680.00 5050 000 30.00 680.00 55.)8000 11 2105522 SELECT GRANULAR BORROW CV CY 85000 310.00 0.00 30.00 85000 54.500.00 f2 2t3t502 CALCIUM CHLORIDE GAL 1,00000 51.10 O.OD SO.CO 0.00 50.00 f3 221]501 AGGREGATE OASE CLASS5 TON 110000 515,90 0.00 30.00 1.206.]2 319,106.85 id 2232.501 MILL BITUMINOUS PAVEMENT SY 35.00 51000 0.00 30.00 22.00 3120.00 15 2350.501 TYPE SP WEAR COURSE MNIXTURE TON 2A000 54].50 0.00 SO.CO 230.92 310.968.]0 16 2350.501 ttPESP WEAR COURSE MIXTURE DRNEWAY TON 5.00 5100.00 0.00 60.00 1683 S1,6B3.OG 1] 2350.502 TYPESP NON WEARINGCOURSE tAIXTURE BASE TON 240.00 546.50 0.00 30.00 235.59 510.954.84 18 2411604 BOULDER RETAINING WAIL SF 180.00 628.50 000 50.00 000 5000 18 2502602 dJNCH PERF PE PIPE DRAIN LF 800.00 512.50 0.00 39.00 03000 8?B]5.00 20 2503.Sat t2'RC PIPE SEWER OES SOW. CLV LF 28.00 330.60 0.00 50.00 28.00 5856.80 21 2503.541 15"RC PIPE SEWER DES 3008. C1V Lf 3200 531.62 O.CO 60.00 32.C0 Si.Ot i.04 22 2503.541 1G"PVC 8905 STDRM MAM L4 252.00 554.06 0.00 50.00 25X0 313.623.12 23 2503.602 CONNECT TO E%13TING STORM SEWER EACH 2.00 5359.C4 0.00 $0.00 2.00 5]18.00 24 2504.602 ADJUST VALVE BOX EACH 1,00 5200.00 0.00 50.00 1.00 520000 25 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24"X30' EACH 2.00 52.Oa000 0.00 50.00 1.00 S<,OB0.00 26 2506.502 CONST DRAINAGE STRUCTURE DESIGN 484020 EACH 3.00 52.244 G0 0.00 5000 300 56.]3200 2] 2503.516 CASTING ASSEMBLY [hCH 1.OD 525000 0.00 50.00 500 525000 28 2521.501 CONCRETE SIDEWALK 4"THICK Sf 20.00 $400 O.CO 30.00 55.00 522000 29 2531.501 CONCRETE CURRBGUTTER DESIGN 8618 if 1.380.00 5950 000 5000 1.35900 312,910.50 30 2531.50) CONCRETE DRIVEWAV PAVEMENT SV 25.C0 54000 0.00 50.00 25.00 51.00000 31 2531.50] GONCRF.TE DRIVEWAV APRON 6"THICK SY 65.00 _ __ Sd0.00 _ 0.00 50.00 61.00 52.44000 32 2540.602 INSTALL SALVAGED MAILBOX EACH 8.00 _ 5150.00 _ ` ~- 0.00 30.00 8.00 $1.200.00 33 2563.601 TRAffIC CONTROL LS 100 SS000O 0.00 5000 1.00 5500.00 34 2564531 FBI SIGN PANEL SF 18)5 631.0_0 000 ~" SD.00 18.]5 5581.25 35 256a.602 F8ISIGN POST _ EACH 100 510000 0.00 30.09 000 50.00 36 ___25)3.802 _ 61LT FENCETVPE MACHINE SLICED lF 33000 51.10 0.00 50.00 353.00 5)]6.60 3] 25]3530 INIEi PROTECTION WIMCO EACH 8.00 3115.00 000 5000 ].00 51.225.00 38 2593.530 IHLET PROTECTION STRUCTURE WIO CASTING EACH 8.00 Si)5.00 0.00 5000 600 51.050.00 39 25]5.513 MUICN MATERIAL CY 38.00 530.00 0.00 50.00 9.00 52]0.00 40 SPcC RAIN WATER GARDENS EACH d 00 580000 0.00 SO.OD 2.00 51.800.00 41 SPEC INLET SEDIMENT REMOVAL WMCO EACH 1600 5100.00 0.00 50.00 0.00 5000.00 d2 SPEC SEDIMENT REIAOVAL BACKHOE HR 2.00 5140.00 2.00 _ 5280.00 2.00 5280.00 43 SPEC GRADATION TEST, CLASS 5 EACH 1.00 5125.40 0.00 60.00 1.OC 5125 n0 44 SPEC PROCTOR TEST, CIASSS EACH 1.00 5138.60 0.00 50.00 1.00 S13B 80 d5 SPEC PROCTOR TEST, CIASSS EACH 2.00 3138.fi0 0.00 SO.OD 000 5000 n6 SPEC DENSITY TEST,INPLACE EACH 15.00 346.20 O.OD 50.00 ].OD 5123.40 4) SPEC CONCRETE TESTING EACN 6.00 St 45.20 O.OD SO.OD 3.00 5435.60 n8 SPEC BITUh41NOUS CORE DENSITY EACH 12.00 510000 0.00 50.00 9.10 591000 SCHEDULE 6.0-SE%TANT AVENUE ••TOTAL 5280.00 5132,91 ).0) 6. -LAB RER D 1 2021501 MOBILIZATION lS 1.00 52,X0.00 O.OD 30.00 1.00 52,200.OC 2 2101.501 REMOVE CONCRETE CURB AND GUTTER _ Lf 2]0.00 _ 53.00 0.00 5000 4]100 31.413.00 3 2231.604 81TUMINOU$PATCH SPECwI SY 85.00 528.00 0.00 50.00 0300 32,32400 d_ 2232.501 MILL SITUMINOVS PAVEMENt 2"DEEP SY 2.050.00 33.00 000 5000 2.420 CO 5].26000 _ 5 2350.501 TYPE SP WEAR COURSE A9XTURE TON_ 500.00 $A9.50 O.CO 50.00 429.26 520,389.85 G 2504602 ADJUST VALVE BOX EACH 3.00 320000 0.00 5000 3.C0 5600.00 ] 2506522 ADJUST FRAME. RING ANO CASTING EACH 400 535000 0.00 30.00 B.CO $2.000.00 0 2531.501 CONCRETE CUREBGUTTER DESIGN 8618 Lf 2)0.09 513.50 O.CO 50.00 A91.00 36.35850 9 2553.601 TRAFFIC CONTROL L$ 1.00 5500.00 0.00 50.00 1.00 3500.00 10 2564,603 a-SOl10 LINE wr1rtE~EPOXY lF 3.200.00 30.32 0.00 30.00 2.892.00 3925A4 tt 2564.803 4"DOVBLE SOLID LINE YELLOW-EPOXY lF 1.60000 50.65 0.00 50.00 1.590.00 31.033.50 SCIIEDULE 6.0-LABORE ROAD--TOtAL SO.OD 545.004.29'.