02-10-10 Council Agenda - Laserfiche WebLink

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ITEM ORIGINAL CONTRACT THIS PERIOD TOTAL TO DATE NO. ITEM DESCRIPTION UNIT QTY. UNIT PRICE QTY. TOTAL PRICE OTY. TOTAL PRICE 30 2105.501 POND EXCAVATION RAIN WATER GARDEN CY 22500 51dn2 000 SQDD. 193.00 52,703.06 31 2105,522 SELECT GRANULAR BORROW CVI CY 5]0000 51648 000 50.00 5,629.00 $92.705.92 32 2105525 TOPSOIL 80RROIN CY 400.00 _51339 000 5000 298.00 53,963.44 33 2105.604 G_EOTEXTILE FABRIC SY 8000.00 51.91 0.00 50.00 9.]SA.00 518,630.14 34 2523.610 EXPLORATORY DIGGING HOUR 18.00__ 5412.0 000 $000 500 52,060.00 33 2131502 CALCIUM CHLORIDE GAL 200000 50,01 0.00 _ 50.00 0.00 50.00 36 2211501 AGGREGATE BASE CLASS S, ROAD TON 4000.00 59.00 0.00 50.00 5.72378 551,513.84 3] 2251501 RECYCLED AGGREGATE SASE CIASSS 'TON 3]5.00 59.00 O.OD 50 CO 000 50.00 38 2211.607 CRUSHED ROCK GRANITE) _ ___-i CY 5.00 54500 0.00 $0.00 0.00 SD.00 ' 39 2232.501 MILL BITUMMOUG PAVEMENT SY 25500 58.00 0.00 50.00 84.C0 5384.00 DO 2350.501 TYPE MV4 WEAR COURSE MIXTURE TON 650.00 560.00 0.00 50.00 180.88 59,852.80 41 2350.501 TYPE MV3 WEARING COURSE MIXTURE TON 140.00 560.00 000 50.00 144.?0 58,652.00 a2 2350.SOt TYPE MV4 WEAR COURSE MIXTURE(DRIVEWAY) TON 80.00 S51A.00 0.00 SOOD 58.95 _ 56,]2030 43 2350.501 TYPE MV3 NON WEARING COURSE MIXTVRE BINDER TON 160.00 _.____5.5900 0.00___. 5000 000 40.00 A4 2350.505 TYPE MV3 NON WEARING COURSE MIXTURE BASE TON 16000 55900 000 5000 1]042 31005a78 _ 45_ 2350.502 TYPE LV3 NON WEARNG COURSE MIXTVftE BASE TON 825.00._ 55i 00 0.00 _ 50.00 ]210] $d 1.599 4G 2411618 INSTALL 6ALVAGEO MODULAR BLOCK RETAINING WALL Sf 1500 520.80 0.00 50.00 10.00 5206.00 4] 2501602 1p"fLARED END SECTION WRRASHGUARD EACH 1.00 5988.80 0.00 50.00 1.00 5988.80 98 2502.541 d'PERF PE PIPE GRAIN WISOCI( Lf 2250.00 _____$250 0.00.____ 50.00 Atdd.00 510.691.52 49 2503.521 56" SPAN RC PIPE ~ ARCH SEWER CL OA LF 394.00 SN8A5 O.CO 50.00 390.00 $46,195.50 50 2503.541 52"RC PIPE SEWER DES3008. CLV if 212.OD 521.63 0.00 50.00 252.00 54.585.56 51 2603.541 15'RC PIPE SEWER 0[53008. CLV LF 281.W 522.66 0.00 50.00 281.00 56.367.46 52 2503.541 18"RC PIPE SEN/ER DES 3006, CLIII LF 55900 525.15 00^00_ 50.00 560.00 S14,A20. 53 2503.541 21"RC PIPE SEWER DES 3008. Cl 111 Lf 492.00 528.84!0.00 SOHO 49300 554,218.52 54 2503.5Ai 2d" RC PIPE SEVJEft DES 3006, CL III Lf 262.00 535.02 O.OD 50.00 260.00 59.105.20 55 2503541 3G' RC PIPE SEWER DE53006. CL 111 LF 41 00 557.68 0.00 $0.00 84.50 54,673.96 56 2503602 CONNECT TO EXISTING STORM SEWER EACH A00 5545.90 0.00 50.00 4.00 52.183.60 5] 2503.603 8'PVC PIPE SEWER lF 800 5214.24 0.00 5000 __8.00 51.]13.92 58 2503603 6"PVC SERVICE PIPE SCH AO ____LF.___ _ 100.00 S16A8, 000 50.00 000,._____ 5000 69 2503603 4"PVC SERVICE PIPE SCM dO Lf 100.00 51545 OOD 50.00 33.00 $509.85 60 2604.602 INSTALL HYDRANT ANO VPWE. SPECIAL EACH 3.00 54.120.00 000 50.00 0.00 50.00 . 61 2504.802 6'GATE VAWEAND BOX _EACH 3.00 _.___,_52214.50___ 0.00 50.00 0.00 $0.00 ' 62 2504.602 ADJUST VAWEBO% EACH 600 5309.00 0.00 5000 9.00_ 527810 63 2504602 ADJUST CURB STOP EACH 9.00 5231.]5 0.00 50.00 700 Si,G22.25 64 2504602 OFFSET WATERMAIIy EACH 2.00 52.995.80 0.00 5000 2.00 55.891.60 GS 2604.603 t"TYPE KCCPPER PIPE 1.F 250.OD 51545 000 50.00 31.00 Sd]895 66 250n 60A 4"WATERMAIN INSULATION SF 10000 _ _ _.,__55.15 0.00 50.00 20.00 5103. 6] 2506.502 CO@ST DRAINAGE STRUCTURE DESIGN SPECIAL 24"X36" EACH ].W 51,215.40 000 50.00 ],00 ._$8.50]80 ' 68 2506.502 CONS? DRAINAGE STRUCTURE DESIGN 484020 EACH 9.00 Sf )14.95 0.00 50.00 9.00 515.434.59 09 2506.502 CONBT DRAINAGE STRUCTVRE DESIGN 604020 EACH 200 52.389.60 0.00 50.00 2.00 54.7]9.20 70 2508.502 CCNST DRAINAGE STRUCTURE DESIGN 964020 EACH 2.00 560%]00 0.00 50.00 L00 560%1.00 ]i 2506502 CONST DRAINAGE STRUCTURE DESIGN t20~4020 EACH 1.00 510403.00 000 50.00 100_^._._510.4030C 72 2506.522 ADJUST fRAh1E ANO RING CASTING EPCH 8.00 YG3.50 0.00 50.00 51.00 55.0985C ]3 2521.501 CONCRETE PAD 6"!'HICK SF 64.08 55.00 0.00 50.00 0.00 50.00 ]4 2521501 d'_OONCRETE SIDEWALK SF _215.00 $4.12 0.00 SOOD 156.00 5642.]2 75 2531501 CONCRETE CUR88GUTTER DESIGN 8658 LF 410000 59.2] 000 50.00 4061.00 S37.p45.4] 76 2531307 CONCRETE DRIVEWAY APRON (G THICK SY 400.00 54223 0.00 50.00 355.10 $14,828,95 _2535.50] CONCRETE DRIVEWAY PAVEMENT (6'THICK)_ SY 800_00 _ 543.26_ 000_ _ $0.00 834.10 536,08117 78 2531.50] CONCRETE DRIVE WAY PAVEMENT. SPGGIAL 6"THICK SY 40.00 605.32 OOD 50.00 11.60 $525.]1 ]9 253150] CONCRETE DRIVEWAY PAVEMENT COLORED SV 35.OD _ 558]1 0.00 50.00 000 50. 80 2531.618 TRUNCATED DOMES Sf 32.00 536.05 0.00 5000 3200 _,31.159 G0 85 2540.602 INSTALL SALVAGED MAll80X. SPECIAL EACH 4.00 582.40 0.00 5000 400 5320.80 82 25<0502 INSTALL SALVAGED PAPER80X EACH 24.00 525.15 000 $OOD 17.00 543]75 83 2540602 INSTALL SALVAGED BOLLARDS EACH 2.00 5103.00 000 50.00 200 5266.00 B4 2540.803 LANDGCAPE EDGER. STEEL tF 50000 58.24 000 50.00 292.00 52.406.08 BS 2540.803 LANDSCAPE EDGER. PLASTIC LF 35000 S5.t5 0.00 SO.CD 0.00 $O.OD 88 2540803 INSTALL SALVAGED W000 EDGING LF 80.00 $S.tS 0.00 SA.00 0.00 50.00 8] 2540.603 MGTALL GALVAGED ROCK EDGING Lf 40.00 55.15 0.00 50,00 000 50.00 88 2540603 INSTALL SAWAGED CONCRETE PAVER E061NG LF__ 5600 51030 0.00 $0.00 O.OD 50.00 89 2540.60) NGTAII LANDSCAPE ROC]( SY 500.00 56.18 000 $0.00 000 $0.00 4