02-10-10 Council Agenda - Laserfiche WebLink

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PARTIAL PAV ESTIh1ATE q3 FROM: November 29, 2006 TO: fenruaty 5, 2otU ' CONTRACTOR: TOWER ASPHALT ADDRESS: 15001 HUDSON ROAD, LAKELANO, MN 55043 OWNER: Cltt OF tITTIE CANADA PROJECT: CONDIT STREET RECONSTRUCTION COMPLETION DATE AMOUNT OF CONTRACT ORIGINAL: November t, 2006 ORIGINAL: S 246.560.16 REVISED: WITH ALTERNATES: ITEM ORIGINAL CONTRACT THIS PERI00 TOTAL TO DATE N0. ITEM DESCRIPTION UNIT OTY. UNIT PRICE QTY. TOTAL PRICE QTY. TOTAL PRICE SCHEDULE 1.0 ~CONOITSTREET 1 MOBILIZATION LS 100 510.000.00 0.00 SD.00 100 S1U,000.00 2 CLEARING SF 1.150.00 $1.00 0.00 50.00 30300 3300.00 3 GRUBBING SF 1,15000 51.00 000 $000 300.00 5300.00 n REMOVE SEWER PIPE (STORM), _}F__ 41.00 316.00 _ O.W_ 50:00 40.00 .5660,00 5 REMOVE CONCRETE CURB ANO GUTTER LF 122.00 32 40 0.09 50.00 199.70 3479.28 6 REPIOVE CONCRETE PAVEMENT SF 050.00 $0.50 0.00 SOOD 1x5207 $626.00 7 REMOVE BITUMINOUS PAVEMENT SY 3,350.00 51.70 0.00 30.00 3.350.0') 55,695.00 8 REMOVE SIGN EACH 5.00 550.00 0.07 50.00 5.00 _ _ ___5250.00 9 REMOVE HYDRANT EACH 100 $725.00 0.00 $0.00 100 5]2500 10 REMOVE DRAINAGE STRUCTURE EACH 2.00 $35000 0.00 50.00 2.00 5700.00 it SAW CUT BITUMINOUS FULL DEPTH lF 21000 5220 000 $0.00 23800 5523.60 12 SALVAGE SIGN EACH 3.00 550.00 0.00 8000 3.00 Si50.CU i3 SALVAGE MAILBOX EACH 600 550.00 O.W 50.00 400 $200.00 14 COMMON EXCAVATION P CY 1592.33 56,00 0.00 $000 1.592.33 59.553.96 15 POND E%CAVATION (RAMWATER GAROF.~__ CY 50.00 51200 0.00 5000 12400 S1gB8.00 16 TOPSOIL BORROW CY 2]500 51300 0.00 50.00 228.00 32,954.00 1% CAlCII1M CIILORNE GAL 100000 51.05 0.00 $000 __0.00___ _50.0_0 18 AGGREGATE BASE CLASS 5 TON 2,200.00 510.00 0.00 50.00 5,90529 519.062,80 79 MILL BITUMINOUS PAVEMENT SV 90,00 51000 0.00 50.00 000 5000 20 TYPE MV4 WEARING COURSE MIXTURE TON 340.00 $]2.50 273.80 519,850.50 2]380 $19.850.50 21 TYPE MV4 WEARING COVRSE MI%TURE ORNEWAY TON 10.00 £%2.50 0.00 £0.00 12.00 3870.00 22 TYPE lV3 NON~WEARING COURSE MI%TURE (BASE TON __420.00 £66.50 0.00 50.00_ _.__390.08. _ 526.72046 23 d-INCH PERF PE PIPE DRAIN LP 350.00 $4.00 0.00 )$0.00 _ 64;00 _ S25G.00 24 12'RC PIPE SEWER DE530W, CLV Lf 96.00 319.00 000 50.C0 100.00 51.900.00 25 t5"RC PIPE SEWER OE$3006. C1V LF 1.039.00 $2000 0.00 50.00 1,039.00 520,760.00 ' 26 18"RC PIPE SEWER DES 3006. C11u LF 2700 522.00 000 50.00 23W 5506.0') 2] CONNECT TO E%ISTING STORM SEWER EACH 5.00 S1p5000 000 5000 100 51050.00 26 INSTALL HYDRANT AND VALVE EACH 1.OU $4.237.00 0.00 50.00 100 5423L00 29 ADJUST VANE BOX EACH 4.00 $407,00 4.OD 51.600.00 8.00 33,""<P7.00 30 4"WATERMAIN INSULATION SY i60.CD 525.00 000 $0.00 160.00 54.800.00 31 J CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24"X36" EACH 400 Si,dOOOD 0.00 $D.OO 9 00 55.600.00 32 CONST DRAINAGE STRVCTURE DESIGN rt8~4020 EACH i 7.00 31.510.00 000 50.00 ].00 $10.570.00 33 CASTING ASSEMBLY EACH 200 5730.00 0.00 50.00 2:00 51,460.00 34 RECONSTRUCT MANHOLE EACH 1.00 $1,55000 i 0.00 50.00 100 5155000 35 LOWER MANHOLE SPECIAL EACH 1.00 52000.00 0.00 50.00 100 52.000.00 3G __CONCRETE CURBS GDTTER DESIGN 6656 _LF 2,62007 $10.60 _ O.W 50.00 2.692]0 526,542.62 3] CONCRETE DRIVEWAY APRON 6"THICK SV 40.00 545.00 0.00 5000 24.50 51.102.50 38 CONCRETE DRIVEWAY APRON (6"THICK) SY 25.W $5400 000 _ 5000 24.10 $1,301.40 39 CONCRETE DRIVEWAY PAVEMENT G"TRICK SY 90.00 545,00 0.00 5000 151.50 56.81].50 40 MSTAIL SALVAGED MAILBOX EACH S.W S]5.00 000 50.00 4.00 $300.00 41 LANDSCAPE EDGER lF 250.00 SB.00 0.00 50.00 163.00 51,144.00 42 INSTALL STONE RETAINING WAIL Sf 220.00 ff3000 000 $0.00 38800 511640.00 a3 TRAFFIC CONTROL lS 1.C0 S1.WO.OD 0.00 50.00 0.90 $1.35000 44 F 81 SIGN PANEL SF 42.25 52150 O.OU 50.00 42.25 5908.38 45 f S I SIGN POST EACH 8.00 545.00 O.CO _ 50.00 8.00 5360.00 46 INSTALL SALVAGED SIGN EACH 3.00 5125.00 0.00 $O.GD 0.00 50.00 2