02-10-10 Council Agenda - Laserfiche WebLink

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PARTIAL PAY ESTIMATE pS ' FROM: November 28, 2009 TO: february 4, 2010 ' CONTRACTOR: T.A. SCHIFSI(Y AND SONS ADDRESS: 2370 E. HIGHWAY 3G, NORTH SAINT PAUL, MN 55109 OWNER: CITY OF LITTLE CANADA PROJECT: 2009 STREET AND UTILITY IMPROVEMENTS SUBSTANTIAL COt/,PLETION GATE AMOUNT OF CONTRACT ORIGINAL:OClober 15. 2009 ORIGINAL: $ 1535.000.60 REVISED: REVISED: S 1.801905,64 ITEM ORIGINAL CONTRACT THIS PERIOD TOTAL TO DATE N0. ITEM DESCRIPTION UNIT QTY. UNIT PRICE qTY. TOTAL. PRICE qTV. TOTAL PRICE SCHEDULE i.0~ELl ROAD AND DESOTO STREET 1 2021.501 MOBILi2ATION L$ 100 520,000.00 0.00 50.00 1.00 520.000. 2 2101.501 CLEARING SF 3.100.00 5(1.82 0.00 5000 3.100.00 52.562. 3 2101.502 CLEARING TREE 10.00 510300__ JDO _ $0.00 10.00 $1,030.00 4 2(01.506 GRU861NG SF 3.10000 50.82 O.OD $0.00 3.100.00 $2,59200 2101.60] GRUB TREE 10.00 551.50 0.00 Y 50.00 10.00 5515,00 6 2104.501 REMOVE SEWER PIPE (STORM LF 52.00 57.21 0.00 SOHO 64.00 E461.44 ] 2104.601 REMOVE CONCRETE CURB AND GUTTER Lf iG0.00 53.09 0.00 5000 1]0.00 5526.3 8 2104.503 REtdOVE CONCRETE SIDEWALK S6 230.00 51.03 000 50.00 ?3000 $236.90 9 _2104.505 REtdOVE CO_NCRET_E PAVEMENT _ SY 110.00 S3.6t OCD___ _,$0.00 60.00 5218.60 10 2104505 REMOVE 817UMINOUS PAVEMENT $Y 8.100.00 51.70 0.00 50.00 9,10000 515.4]0,00 it 2104.509 REMOVE SIGN EACH 28.0(1 525.%5 0.00 SO.OD 300 S]Z25 12 2104:509-REMOVE HVURANT _ _EACH .__._2.00.__,. 5566.50 0.00 50.00 200 51.1330 13 2104.509 REMOVE WgOO POST EACH 8000 59.2] O.OD SG.OD 86.00 579]22 14 2104509 REMOVE DRAINAGE STRUCTURE EACH 200 $412.00 0.00 50.00 2.00 5024.00 15 2104511 SAW CUT CONCRETE FULL DEPTH LF ]0.00 5515 000 50.00 47.00 5242.05 16 2104.513 SAW CUT BI'fUMIN0U3 FULL DEPTH) LF ]00.00 52.06 0.00 5000 Sd200 _ b1?1652 1] 2104.523 6ALVAGE SIGN F.ACH 3.00 52515 0.00 $0.00 000 $0.00' 18 2104.523 SALVAGE MAIL8O% EACH 1200 525 J5 000 50.00 1200 3309.00 19 2104.523 SALVAGE LIGHT POLE EACH 1,00 $206,00 0.00 £000 1.00 $2W 00 20 2106.525 ABANpON MANHOLE EACH 100 51,390.50 0.00 F000 1.00 51.390.50 21 2105.501 COMMON EXCAVATION (P CY 3,615.15 58.24 000 50.00 3,615.15 529)88.84 22 2105505 POND EXCAVATION RAIN WATER GARDEN CV 35.00 522.66 O.OD 50.00 53.00 $120090 23 2105.525 TOPSOIL BORROW CY 600.00 313.39 0.03 50.00 598.00 5].980.44 24 2105.601 SITE GRADING. INFILTRATION BASIN L$ 100 $1.23600 0.00 50.00 t00 51,236.0 25 2123.610 EXPIORATORV DIGGING HOURS 2.00 $412.00 000 50.00 0.00 5000 26 2131.502 CAlCP1M CHLORIDE GAL 2,000.00 50.01 000 50.00 0_00__ $0.00 2] 2211501 AGGREGATE BASE GLA$$S, ROAU TON 4,100.00 58.2] 0.00 50.00 3,936.83 336A94.41 28 2211.501 ~ AGGREGATE RASE CLASS S, TRAIL TON 90.W 59.2] 0.00 50.00 48,90 5453.30 28 2232501 MILL BITUMINOUS PAVEMENT SY 200.00 S5.i5 0.00 40.00 44.00 522560 30 2350501 TYPE MV4 WEAR COURSE MIXTURE TON ]20.00 E60.]7 000 5000 34.14 52.W4b~ 51 2350.501 TYPE MV4 WEAR COURSE MIXTURE (DRIVEWAY TON ]500 5155.00 0.00 $0.00 55.58 58,391 ]0 32 2350.501 TYPE LV4 W'cARCOURSEldIXTURE TRAIL TON SOHO 595.00 0.00 50.00 66.41 56.308.95 33 2350.502 TYPE lV3 NON WEARING COURSE IdiXTURE BASE TON 90000 SS].G8 0.00 50.00 93].45 554.072.12 34 2411.50] CONCRETE WEIR, CAGTdN~PLACE EACH 1.00 5]]2.50 000 50.00 000 5000 55 2501.602 24"FLARED END SECTION WRRASHGUARD EACH 1.OD $1,29]80 000 50.00 ______100 $11W.80 56 2503.561 12"RC PIPE SEWER DEG 30W. CLV Lf 185.00 52080 0.00 ~ 50.00 184.00 53790.1 37 2503.541 15'RC PIPE SEWER DES 3008, CLV LF 942.00 $2163 O.CO £000 943.00 520,39]09 38 2503.541 18"RC PIPE SEWER DES 3006. GLIII lF 33100 S2A ]2 O.CO 50.00 33100 58,18232 39 2503.541 21" RC PIP[ SEWER OES 3006. Cl ill LF dGZ00 326.%0 O.CO 50.00 668.00 512.53306 40 2503x`41 2d" RC PIPE SEAR OES 3006. CL ill LF 22.00 53605 000 50.00 14.00 5504.70 ' 41 2503602 CONNECT TO EXISTING STORM SEWER EACH 3.OD $595.90 0.00 50.00 3.00 51.83770 42 2503.602 CONNECT TO EXISTING STORMSTRUCTURE EACH 200 58]5.00 0.00 50.00 200 51]$t00 43 2504.602 INSTALL HYDRANT AND VALVE. $PECINL EACH 2.00 54,223.00 0.00 SD.00 200 E6.446.00 44 2504.602 AUJUS'f VALVE BOX EACH 5.60 5185.60 0.00 50.00 4.00 5]41.60 n5 2506.502 CON_ST_ORAINAGE STRUCTURE DESIGN SPECIAL 24"%35" EACH 5.00 51.215.A0 0.00 50.00 5.00 56.0]].00 46 2506.602CONST pRAINAGE STRUCTURE DESIGN 48-4020 EACH 15.00 51,508.9 0.00 SQ.DD iS.OD 522.636.25 47 25C6,522 ADJUSTfRAME ANO RING CASTING EACH Z00 £535.E0 0.00 50.00 ]OD 53.%49.20: ~ ' 48 2508.602 RECONSTRUCT SANITARY STRUCTUREA EACH 1.00 51236.0 000 50.00 1.00 $1,236.00 49 2511.502 RANDOM RIP RAP CLASS IV TON ,]0.00 594.]6 0.00 50.00 40.00 53)90.40 2