02-10-10 Council Agenda - Laserfiche WebLink

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ITEM ORIGINAL CONTRACT TI413 PERIOD TOTAL TO DATE N0. ITEM DESCRIPTION UNIT qTV. UNIT PRICE qTY. TOTAL PRICE pTY. TOTAL PRICE 20 2502.502 a"SOLD WriITE LINE ~EPO%Y LP 620.00 §1.03 0.00 5000 158500 5163255 SCNEWIE A.O~PIONEER PARK.. TOTAL §000 546,059n i1 SCHED 1E 5.0. PO NER PARK 1 2021.501 MOSILI2ATION LS t00 5500.00 O.OD $OOD 1.OD 5500.00 2 2104.501 REMOVE CONCRETE CURB AND GUTTER LF ]0.00 52.06 000 50.00 5900 512LSd 3 2104.505 REMOVE BITUMINOUS PAVEMENT $V 2000.00 5139 0.00 SD.GD 2,110.00 §2.932.90 d 2104.509 REMOVE WOOD POST EACH 189.00 §6.24 0.00 50.00 101.00 51.49144 5 2tOd.Gtt SAW CUi CONCRETE FULL DEPTH) LF D00 53.09 0.00 50.00 O.OD $0.00 G 210n.513 SAW CUT BITUMINOUS FULL OF.PTH) LF 90.00 52.06 000 5000 93.00 §191..'.0 1 210n.523 SALVAGE SIGN EACH 4.00 54515 000 50.00 4.00 5103.00 8 21M.523 SALVAGE CONCRETE PARKING STOP EACH 44.00 _..-56.24 000 50.00 44.00_ _536256 9 2105501 COMMON EXCAVATION P CY 680.00 $7.21 000 $000 ]6].00 55,53007 10 2105.501 POND EXCAVATION RAINWATER GARDEN) CY 20.00 522 G6 0.00 $000 9.00 5203.99 _,11 2105.622 SELECT GRANULAR RORROW_(CV)_ _ CY. _/0.00 516.40 000 5000___..,, ,.00_00 _St,d50.24 _ _ 12 2105.525 TOPSOIL DORROW CY ]50~, S13J9 0.00 $000 39.00 5522.21 13 2211.501 AGGREGATE. RASE. CLASS 5. ROAD _ TON 900.00 $9.00 0.00 $D.00 1 29455 511.65095 _14__2232.501 MILL BITUMINOUS PAVEMENT SY 30.00 $6.29 0.00 30.00 14.00 5115.36 15 2350.501 TYPE MVA WEAR COURSE MIXTURE TON 200,00 $5974 0.00 50.00 202.47 512,095.56 1G 2350.502 TVPE LV3 NON WEARING COURSE MIXTURE DASE 'fON 260.00 $59]4 0.00 $00_0__ 289.12 516,113.07 17 2531.501 CONCR[iE Ct1RR & GUTTER 5614 _ lF _ ]0.00 _ 520.60 0.00 50.00 59.00 E1,215A f8 25406D2 INSTALL SALVAGED CONCRETE PARKING STOP EACH 44.00 $1030 0.00 50.00 41.00 5409.10 19 2540603 LANDSCAPE EDGER, STEEL LF 60.00 5610 0.00 SO.DO 52.OD 5340.40 20 255].603 INSTALL WOODEN FENCE LF 30.00 $1236 0.00 50.00 30.00 537000 21 2563601 TRAFFIC CONTROL _ LS _ 1:00____ 5412.00 0.00 50.00 1.00 5412.00 22 2564602 INSTALL SALVAGED SIGN EACH 4.00 3'1].25 0.00 50.00 0,00 50.00 23 25%3 502 SILT FENCE. TYPE MACHINE SLICED LF 150.00 52x`8 0.00 50,00 150.00 5307.00 24 2615_¢_13.., MULCH MATERIAL TYPE SPECIkL CV 2000 530.90 O.CO 5000 400__ 5129.60 25 2515.523 EROSION CONTROL RLANICE7. CAT[GORY3 SV 1000.00 _ $1.49 0.00 50.00 69%30 51039.10 26 25]5.550 COMPOST GRAOE2 _ CY 25.00 516.40 0.00 $0.00 10.00 S29b.64 27 2562501 PAVEMENT MESSPGE(MANDICAP SYM). EPOXY _ EACH. 2.00 S7Z25__0.00 $0.00 400 5309.00 20 2682.602 4"SOLID WHITE LINE~EPO%Y LF 815.00 5103 0.00 5000 88500 5911.55 SCHEDULE 6.0. SPOONER PARK .-TOTAL 50.00 559,28201 SCH DULE60-3T. JUDET RN (ANEW RK 1 2021.601 MODILIZATION LS_ 1.00 52.900.00 0.00 $000 1.00 §2.90000 __2 2104.501 REMOVE CONCRETE, CURB AND GUTTER. _LE. __275.00 $3.09_ 0.00_ SO.O_0...,__„_, 2%500 __554975 3 2104501 REMOVE CONCRETE SIDEWALK _ Sf- BO.OD $103 0.00 5000 n4A0 511].92 4 2104.505 REMOVE CONCRETE PAVEMENT SY 30.00 §3.61 0.00 $0.00 3100 Sit 1.91 5 2109.505 REMOVE BITUMINOUS PAVEMENT _ SY 77 00 __51.70 _ _ 000 _ _ 50.00 11].00 919B.9D 6 2104.511 SAW GUT CONCRETE FULL DEPTH LF 24.00 55.15 0.00 5000 43.00 522145 7 2104.513 SAW CUT BITUMINOUS FULL DEPTH LF 13.00 52.06 0.00 §O.OD 69.00 5142.14 8 2105.501 COMMON E%CAVATION P CY 115.00 $8.24 O.UD 50.00 115.OD 594760 9 2105.525 TOPSOIL BORROW CV 3100 513.39 000 50.00 11.00 514729 10 2'211.501 AGGREGATE BASE CLASS S. ROAD TON _ 130.00 $9.2) 000 50.00 85.49 $]92.03 11 2232.501 MILL OITUMINOUS PAVEMENT SY 110.00 35.15 O.OD 50.00 33.00 $169.95 12 2350,501 TYPE MV4 WEAR COURSE M1nXTURE TON 11.20 560.71 O.Op 50.00 20.31 51234.2a 13 2350.502 TYPE LV3 NON WEARING COURSE MIXTURE (DASE TON 26.00 55].66 0.00 5000 32.91 Sip90.25 14 2531.501 CONCRETE CURBSGUTTER LF 250.00 $9.27 003 5000 253.00 52.345.31 15 2531.507 CONCRETE PAVEMENT _ SV 155.OU $4Zfi5 OOD 50.00 204.00 59,726.]2 iTi 2521.501 4"CONCRETE SIDEWALK _ SF 5500 5314 0.00 50.00 5]00 5178.98 i% 253L818 TRVNCATED DOMES SF 1200 536.06 0.00 50.00 6.00 $288.40 16_ 2503.541 12_'RC,PIPE SEWEROE53006.C1V__ LF 15.00 T__5?0.80 000 50.00 16.00 5370.80 - 19 2b06.502 CONS] DRAINAGE STRUCTURE DESIGN SPECIAL'14"X36" EACH 1.00 $1,215.4_0 _ 000 50.00 1.00 51,218.4 20 2506.502 CONS] DRAINAGE STRUCTURE pESIGN 464020__ _ EACH 1.00 51,859.85 ~ 09D $0.00 1 00 $1.659.85 21 _4503.602 CONNECT TO E%ISTING STORM SEWER _ EACH 200 _ 554590_, OAO_,___ 50.00 -,__.1.00 51091.80 22 2582.502 d"SOLID V?HITE LINE ~ EPO%Y LF 50.00 5103 0.00 50.00 50.00 551.50 23 2582.501 PAVEMENT MESSAGE RIGHT TURN ARROW -EPOXY EACH 100 $50.00 0.00 _.50:00 1.00 550.00 7