09-24-08 Council Agenda - Laserfiche WebLink

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ITEM SPEC ORIGINAL CONTRACT THIS PERIOD TOTAL TO DATE NO. REF. ITEM bfSCNIPTIDN UNIT Orv. UNIT PRICE QTY. TOTAL PRICE OTY. TOTAL PRICE 51 SPEC INLET SEDIMENT REMOVAL WMCO EACH 2000 $10000 0.00 5000 tt00 S1?0000 52 SP[C SEDIMENT REMOVAL BACKHOE HR 200 614000 0.00 30.00 000 0000 53 SPEC STC 3600 Si0RMCEPTOR EACH f.W 531820.00 000 $0 CO 100 531,62000 54 SPEC GRADATION TEST. CLAS55 EACH fO0 5125 n0 O.OD SO.CO 0.00 0000 55 SPEC PROCTOR TEST. ClASSS EACH 1.00 3130.60 000 60.00 000 50.00 56 SPEC PROCTOR TEST,CUSSS EACH _ 2.00 _ _ , 138 GO 6 0.00 50.00 0.00 50.00 5] SPEC DENSITY TEST. INPV.CE EACH _ 20,00 _ ____ _ 546.20 0.00 50.00 1.00 5323.40 50 SPEC CONCRETE TESTING _EACH 8.00 514520 0.00 50.00 2.00 5290.40 59 SPEC BITUMINOUS CORE DENSITY EACH 8.00 310000 0.00 5000 3.80 5300.00 SCHEDULE 4.O~RUTN STREET ~~TOTAL 5232.00 5318.834.5] OR ELA 1 2021.501, MODILIZATION LS t 00 S1O,ODO.OD 0.00 50.00 1.00 510.000.00 2 2101.50] GRUB TREE 200 5325.00 0.00 30.00 5.00 3LB'/5.00 3 210a.501 PEN.OVF, SEWER PIPE (STORM) LF 2600 510.20 0.00 50.00 46.00 3469.20 d 2104.503 REMOVE CONCRETE UR iVEWAY P AV ENT E M SF 1,900.00 32.20 8000 517600 1.59].00 33.513.40 5 2104.505 _ _ _ _ _ REMOVE BITUMINOUS PAVEMENT SV 3.100.00 32.00 000 30.00 3100.00 38.200.00 0 2104.509 REMOVE SIGN EACH 4.00 5100.00 000 30.00 4.00 3400.00 ] 2104.511 SAW CUT BTUMINOUS FULL DEPTH LF 98.00 3390 0.00 50.00 51.00 5190.90 B 2104.513 SAW CUT CONCRETE FUII DEPTH lF 11200 54.90 0.00 50.00 156.00 5164.40 9 2104.523 SALVAGE MAILBO% EACN 18.00 5135.00 0.00 50.00 4A.00 51.890.00 t0 2105.501 COMMON E%CAVATION P CY 98100 30.50 0.00 3000 983.00 30.355.50 11 2131.502 CALCIVM CHLCRIOE GAL 1000.00 31.10 0.00 30.00 000 30.00 12 2211.501 AGGREGATE BABE ClASSS TON 1.400.00 515.90 0.00 50.00 1,35091 521.606.6] t3 2232.501 MiII OITUMINOVS PAVEMENT SY 36.00 56.00 0.00 50.00 8.00 536.00 14 2350.501 TYPE SP WEAR COURSE MIXTURE TON 32500 541.50 0.00 50.00 3t 1.02 Stb,%%345 15 2350.501 TYPE SP WEAR COURBE Mi%TVRE DRIVEWAY TON 15.00 5100.00 O.OD 50.00 31.81 53.181.00 ib 2350.502 TYPE SP NON WEARING COURSE MIXTURE BASE TON 325.00 34650 OOD 5000 286 tl3 513.33260 17 2411804 BOULDER RETAINING WAIL SF 2]0.00 528.50 000 5000 BL00 51.]38.50 18 2502.541 44NCH PERT PE PIPE DRAIN lF 1.300.00 512.50 000 30.00 121.00 39,001.50 f9 2503.541 12' RC PIPE SEVaER OES 3000. CLV LF 96.00 33060 0.00 SOOD 96.00 32.931.60 20 2503.541 IS"RC PIPE SEWER DES 3006. CLV LF 515.00 531.62 000 50.00 51000 316.12620 21 2503.602 CONNECT TO E%ISTING STORM SEWER EACH 100 5359.04 0.00 5000 100 335904 22 2504.802 ADJUST VALVE BOX EACH 100 3180.00 003 5000 1.OD 3180.00 23 2504.602 1"CURD STOP AND BO% EACH 1.00 53]0.2& OOD 5600 000 3000 2d 2504802 OFFSET WATERMAIN EACH 100 54,080.00 000 5000 100 54,080.00 25 2504.603 PTVPE KCOPPER PIPE !f A0.00 32142 0.00 50.00 000 30.00 28 2506.502 CONS7 ORAINAGE STRUCTURE DESIGN SPECIAl24"X36' EACH 300 3183800 O.DO 50.00 3.OD 55.50600 2] 2506.502 CONS] DRAINAGE STRUCTURE DESIGN 46-0020 EACN 500 52.142.00 000 00.00 500 StO.TtO00 28 2506.516 CASTING ASSEMBLY EACH 400 3250.00 000 5000 300 3]5000 29 2521.501 CONCRETE SIDEWALK 4"THICK SF 1A0.00 54.00 000 ____ 5000 _1_80.00 ___ 5]20.00 30 2531.501 CONCRETG CUR68 GUTTER pESIGN 6610 LF ip]0.00 3950 000 30.00 1,810.00 511.195.00 31 2531.507 CONCRETE DRIVE WAY PAVEMENT SV 23000 Sd000 0 .00 50.00 223,10 38,92400 32 2531.50] CONCRET[DRIVEWAY APRON 8"THICK SV 145.00 540.00 __ _ _ O.OD $O.CO 235.40 5941600 33 2531604 8"CONCRETE VALLEY GUTTER SV 25.00 __ Sa400 0.00 50.00 21.0 0 592400 34 2540.002 INSTALL SALVAGED MAILBOX EACH 1500 5135.00 0.00 50.00 14.00 51.890.00 33 2561601 TRAFFIC CONTROL LS 100 51,000.00 0.00 50.00 1.00 51.00000 38 25Ga.531 FSISIGN PANEL SF 1T 50 53100 000 50.00 11.50 5542.50 57 2564.602 F & I SIGN POST EACH 1.00 5100.00 000 50.00 0.00 50.00 38 2573.502 SILT FENCE TYPE MACHINE SlICEO lP 15000 3220 O.OD 50.00 0.00 30.00 39 2513.530 INLET PROTECTION WMCO EACH 9.00 51]5.00 OCO 50.00 9.C0 515]500 40 2513.530 INLET PROTECTION STRUCTURE WIO CASTING EACH 900 51]5.00 000 50.00 8.00 31 M1OO.OD Ai 2515.513 MULCH MATERIAL CY 25.00 330.00 0.00 5000 25.00 515000 42 SPEC RAIN WATER GARDENS EACH 5.00 5800.00 0.00 5000 600 54,80000 43 SPEC INLET SEDIMENT REMOVAL WIMCO EACH 1800 _ 510000 100 5300.00 1100 51300.00 A4 SPEC GRADATION TEST.CNSSS EACN 100 $125A0 000 50.00 100 5125.40 45 SPEC PROCTOR TEST, CLA555 EACH 100 5138.60 O.O D 50.00 0.00 50.00 40 SPEC PROCTOR TEST. CLASSS EACH 2.00 5138.60 0.0 0 50.0 0 0.00 50.00