Laserfiche WebLink
PARTIAL PqY ESPMATE NB <br />FROM: July 14. 260] <br />TO: Seplembet 18. 2006 <br />CONTRACTOR;TN. $CHIFSKY AND SONS <br />ADDRESS: 23)0 E. HIGHWAY 36, NORTH SAINT PAUL, MN 55109 <br />OWNER: CITY OF LITTLE CnNAOA <br />PROJECT: 20W STRF.F.T RECONSTRUCTION <br />COMPLETION DATE AMOVNT OF CONTRACT <br />ORIGINAL: AV9us131, 2006 ORIGINAL: 51,169,8W.4] <br />REVISED: REVISED: <br />ITEM SPEC ORIGINAL CONTRACT THIS PERIOD TOTAL TO DATE <br />N0. REP. ITEM DESCRIPTION VNIT Ott. UNIT PRICE Qtt. TOTgI PRICE QTY. TOTAL PRICE <br />LE 0 TR T <br />1 2021.501 MOBILIZATION LS LW 521000.00 0.00 50.00 i.W 521.000.03 <br />2 2101.502 CLEAR TREE LW 53]5.00 O.W 50.00 000 50.00 <br />3 2101.50) GRUB TREE 100 53]5.00 0.00 5000 0.00 5003 <br />A 2106.501 REMOVESEWER PIPE STORM LF 18)00 Sf0.20 O.CD 50.00 168.00 51]1360 <br />5 2104.501 REMOVE CONCRETE CURB AND GUTTER Lf __ <br />A8000 52.20 0.00 5100 a36.C0 5959.20 <br />8 2104503 REMOVE CONCRETE DRNEWAY PAVEMENT SF 25500 _ _ <br />52.20 O.CO 5000 3)0.00 S0lA.O0 <br /> 2104.503 REMOVE CONCRETE PAD SF 96.00 52.20 000 50.00 )0.00 St 54.00 <br />8 2106505 REMOVE BITUMINOUS PAVEMENT _ _ SV 4,)00.00 52.00 11800 523200 4.616.00 59.632.00 <br />9 2104.509 REMOVE MANHOLE OR CATCH BASIN EACH 200 5123.42 000 5000 3.C0 53]0.26 <br />10 2104.509 REMOVE SIGN ___ EACH 15.00 580.00 0.00 50.00 800 564000 <br />11 2106508 . <br />REMOVE HYDRANT _____ F.gCH 4.00 SA93.68 000 50.00 6,00 51.9)4.)2 <br />t2 2106511 S0.W CUT 9ITUMINOUS FVLI DEPTH Lf 520.00 53.90 0.00 50.00 68.00 5285.20 <br />13 2104.513 SAW CUT CONCRETE FULL DEPTN LF 34.00 56.90 000 50.00 39.00 5166.60 <br />14 2104.523 SALVAGE MAILBO% EACH 18.00 $i50.G0 0.00 W.00 28.00 54,200.00 <br />15 2104.523 <br />" SALVAGE SIGN EACH 2.00 5150.00 0.00 50.00 2.00 5300.00 <br />18 2105.501 COMMON EXCAVATION P CV 1.5]0.00 58.50 0.00 50.00 1,5]0.00 511345.00 <br />t) 2105.521 SELECT GRANULAR GORROW CV CY 1.)00.00 510.25 000 50.00 L]W.00 51).425.03 <br />t8 2131.502 CALCIUM CHlORIOE GAL 2.000.00 51.10 000 5000 D.00 , 5000 <br />19 2211.501 AGGREGATE BASE ClAS55 TON 2.200.00 515.90 000 5000 195a 83 531081.80 <br />20 2232.501 MILLBITUMINOUS PAVEMENT SY )500 56.00 0.00 50.00 3300 $198.00 <br />21 2350,501 TYPE SP WEAR COURSE MIXTURE TON 500.00 54).50 000 5000 n)fi.2] 522.62283 <br />22 2350.501 TYPE SP WEAR COUREEMIXTURE DRNEWAY TON 4000 5100.00 0.00 SO.OD 55.9) 5559200 <br />23 2350.502 ttPE SP NON WEARING COURSE Mi%TUHE BASE TON 500.00 546.50 0.00 50.00 439.98 520.459.0) <br />24 2502.561 bWCH PERF PE PIPE GRAIN Lf 1]0O.OD 512.50 0.00 50.00 1,12000 516,000.00 <br />25 2503.541 12'RC PIPE SEWER DES 30W. ClV LF 13000 SWGO 0.00 5000 12).00 _ <br />53]33,20 <br />26 2503.541 15"RC PIPE SEWER DES 3008. CLV Lf 550.00 530.60 000 5 <br />0.0 <br />0 550.00 516.830.00 <br />2] 2503.541 16'RC PIPE SEWER DES 3036. CL 111 Lf 388.00 532.04 0.00 ___ <br />_ <br />_ <br /><O.W _ <br />394.00 512.860.18 <br />28 2503.602 COYNECT iO EXISTING STORM SEWER EACH 100 5359.04 000 5000 100 5359.04 <br />29 2504.002 INSTALL HYDRANT AND VALVE EACH E00 S4,0SOW 000 5000 _ __ <br />a00 518.320.00 <br />30 2505602 ADJUST GATE VALVE AND ROX EACH 100 5200.00 0.00 50.00 1.00 5200.00 <br />31 2505.802 ADJUST VALVE BOX EACH 3.00 518000 0.00 50.00 _ <br />200 51,260.00 <br />32 2504.602 I'CURE STOPAND 60X EACH T00 53)0.26 O.W 50.00 O.W 50.00 <br />33 25W.6W I"TYPE KCOPPF.R PIPF. LF 40.00 521.42 0.00 50.60 0.00 50.00 <br />34 2506.502 CONST ORAMAGE STRUCTURE DESIGN SPED1Al20"X36" EACH _ <br />_ 4.00 ____ <br />_ 5173a.00 003 5000 400 56,93000 <br />55 25W.502 CONST DRAINAGE STRUCTURE DESIGN dB-0020 E0.CH 500 St 838.00 0.03 SO.W 500 59.090.00 <br />38 2506502 CONST DRAINAGE STRUCTURE SPECIAL, 2)°DIA) _ <br />EACH _ <br />__ <br />100 5142800 OW 50.00 1.00 51,42000 <br />5) 2506.516 CASTING ASSEMBLY EACH 500 5255.00 __ <br />0.00 50.00 4.00 51,02000 <br />38 2521.501 CONCRETE. PA16_THICK SF 100.00 5640 000 5000 84.00 526160 <br />39 2624.501 CONCRETE CUR88 GUTTER DESIGN 9618 lF 2.680.00 59.50 000 50.00 2595.00 524.652.50 <br />40 2531.50) CONCRETE DRIVE WAY PAVEMENT SY 2500 540.00 0.00 50.00 AOW 51800.00 <br />Ai 2531.50) CONCRETE DRIVE WAY APRON 8'THICK SY 120.00 $40.00 0.00 5000 11800 56)20.00 <br />42 2531.50) CONCRETE DRIVE WAY APRON 8"THICK GY 80.00 546.00 0.00 50.00 ]9.00 53,634.00 <br />93 2590.802 (NSTAII SALVAGED A4AILBOX EACH 18.00 513500 0.00 50.00 28.00 53780.00 <br />04 2503.001 TRAFfIC CONTROL lS 1.00 51.00000 D.OO $O.CO 1.00 51,000.00 <br />AS 2584.531 f&I SIGN PANEL SF ~ 5800 $31.00 O.W SOW 58.00 51.)98.00 <br />a6 2564538 IN$iALLSALVAGED SIGN EACH 2W 5150.00 0.00 5000 2.00 53W.W <br />m 2564002 f&i$IGN POST EACH 200 Si00.W O.W 5000 200 $2W.00 <br />48 25)3.502 SILT FENCE ttPE MACHINE SLICED LF f00.W 52.20 O.W 50.00 O.W SO.OD <br />49 25]3.530 INLET PROTECTION IWpACO EACH 10.00 5f)S.W O.W 50.00 6.W St g00.W <br />50 25)3.530 INLET PROTECTION (STRUCTURE VJfO CASTING EACH 10.00 51]SW 000 50.00 B.CO SI AOOW <br />