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EScRIp'r i.
<br />PARTIAL PAYMENT ESTIMATE
<br />NO. 11 (FINAL)
<br />FROM: DECEMBER 15, 2001
<br />TO: MAY 2, 2002
<br />CONTRACTOR: PALDA AND SONS
<br />ADDRESS: 1462 DAYTON AVENUE, ST. PAUL, MN 55014
<br />OWNER: CITY OF LITTLE CANADA, MINNESOTA
<br />PROJECT: LITTLE CANADA ROAD IMPROVEMENTS
<br />COMPLETION DATE
<br />SUBSTANTIAL: OCTOBER 20, 2000
<br />FINAL: JUNE 30, 2001
<br />CONTRA
<br />s
<br />AMOUNT OF CONTRACT
<br />ORIGINAL: 51,765,242.32
<br />REVISED:
<br />ormu: .
<br />PER AM0pp UN'F
<br />SCHEDULE 1.0- STREET RECONSTRUCTION
<br />1 2021.501 MOBILIZATION LS 1 216200.00 0.00 0.00 1.00 218,200,00
<br />2 2101.501 CLEARING AC 2.82 2000.00 0.00 0.00 2.39 4,780,00
<br />3 2101.502 CLEARING TREES 58 75.00 0.00 0.00 52.00 1900.00
<br />4 2101.506 GRUBBING AC 2.82 2000.00 0.00 0.00 2.39 4,780.00
<br />5 2101.507 GRUBBING TREES 58 75.00 0.00 0.00 51.00 3,825.00
<br />6 2104.501 REMOVE CONCRETE CURB AND GUTTER LF 1570 0.60 0.00 000 1357.00 814.20
<br />7 2104.501 REMOVE PIPE SEWER (STORM) LF 915 9.65 0.00 0.00 087.00 9,524.55
<br />8 2104.503 REMOVE CONCRETE WALK SF 300 0.57 0.00 000 631.00 359.67
<br />9 2104,505 REMOVE BITUMINOUS PAVEMENT S Y 15100 0.50 0.00 0.00 1418100 7,090.50
<br />10 2104.505 REMOVE DRIVEWAY PAVEMENT (BITUMINOUS) SY 1526 2.98 0.00 0.00 1848.00 4,911.04
<br />11 2104.505 REMOVE CONCRETE MEDIAN SY 119 8.95 0.00 0.00 117.00 1,047.15
<br />12 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 104 4.95 0.00 0.00 112.00 554.40
<br />13 2104.509 REMOVE HYDRANT & VALVE EACH 6 100.00 0.00 0.00 600 600.00
<br />14 2104.509 REMOVE SIGN EACH 2 25.00 0.00 0.00 2.00 60.00
<br />15 2104.509 REMOVE MANHOLE OR CATCH BASIN (STORM SEWER) EACH 13 125.00 0.00 0.00 1400 1,750.00
<br />16 2104.509 REMOVE VALVE AND BOX (WATER) EACH 1 200.00 0.00 0.00 4.00 800,00
<br />17 2104.509 REMOVE LIGHT POLE EACH 1 200.00 3.00 600.00 6.00 1,200.00
<br />18 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) IF 30 2000 0.00 0.00 8.00 160.00
<br />19 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LF 2143 3.00 0.00 0.00 1316.00 3,948.00
<br />20 2104.523 SALVAGE SIGN EACH 36 14.50 0.00 0.00 28.00 406.00
<br />21 2104.523 SALVAGE CASTING EACH 1 50.00 0.00 000 1.00 50.00
<br />22 2105.501 COMMON EXCAVATION (P) CY 10534 8.39 0.00 0.00 10534.00 88,38026
<br />23 2105,505 MUCK EXCAVATION CY 370 6.99 0.00 0.00 498.00 3,467.04
<br />24 2105.507 SUBGRADE EXCAVATION CY 3247 6.99 0.00 0.00 3247.00 22,698.53
<br />25 2105.525 TOPSOIL BORROW (CV) CY 1227 7.00 0.00 0.00 990.00 6,930.00
<br />26 2105.609 GEOTEXTILE FABRIC SY 2590 1.25 0.00 0.00 2328.00 2,910.00
<br />27 2123.601 MACHINE TIME HR 20 110.00 0.00 0.00 11.75 1,292.50
<br />28 2211.501 AGGREGATE BASE CLASS 5 TON 12582 5.16 0.00 0.00 12793.23 66,013.07
<br />29 2232.501 MILL BITUMINOUS SURFACE (1.5 ") SY 432 3.00 0.00 0.00 437.00 1,311.00
<br />30 2331.603 SAWED(SEALED JOINT LF 5300 1.10 0.00 0.00 3086.00 3,372,60
<br />31 2350.609 TYPE MV 3 WEARING COURSE MIXTURE TON 2195 26.43 0.00 0.00 2177,00 57,538.11
<br />32 2350.609 TYPE MV 3 BINDER COURSE MIXTURE TON 1657 25.00 0.00 0.00 143600 35,900,00
<br />33 2350.609 TYPE LV 3 BASE COURSE MIXTURE TON 2157 24,80 0.00 0.00 215100 53,394,40
<br />34 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 1423 1.20 0.00 0.00 1250.00 1,500.00
<br />35 2504,602 ADJUST VALVE EACH 12 300.00 0.00 0.00 31,00 9100,00
<br />36 2504.602 HYDRANT & VALVE EACH 6 2315.00 0.00 0.00 6.00 13.890,00
<br />37 2504.602 1" CORPORATION STOP EACH 2 88.00 0.00 0.00 2.00 132.00
<br />38 2504.602 2" CORPORATION STOP EACH 1 124.00 0.00 0.00 1.00 124.00
<br />39 2504.602 1" CURB STOP & BOX EACH 2 203.00 0.00 0.00 0.00 0.00
<br />40 2504.602 2" CURB STOP & BOX EACH 1 282.00 0.00 0.00 1.00 282.00
<br />41 2504.603 1 " TYPE K COPPER PIPE LF 100 22.00 0.00 0.00 35.00 770.00
<br />42 2504.603 2" TYPE K COPPER PIPE LF 100 25.00 0.00 0.00 50.00 1,250.00
<br />43 2504.603 6" WATER MAIN -DUCT IRON CL 52 LF 70 37.64 0.00 0.00 42.00 1,580.88
<br />44 2504.603 8" WATER MAIN -DUCT IRON CL 52 LF 95 25.77 0.00 0.00 111.00 2,860.47
<br />45 2504.603 12" WATER MAIN -DUCT IRON CL 52 LF 280 44.34 0.00 0.00 62.00 2,749.08
<br />46 2504.605 2" INSULATION SY 1650 24.54 0.00 0.00 320.00 7,852.80
<br />47 2504.620 FITTINGS LB 500 3.00 0.00 0.00 3330.00 9,990.00
<br />48 2506.522 ADJUST FRAME & RING CASTING EACH 11 300.00 0.00 0,00 16.00 4,800.00
<br />49 2506.602 RECONSTRUCT MANHOLE EACH 4 1000.00 0.00 0.00 100 3.000.00
<br />50 2521.501 4" CONCRETE WALK SF 18324 2.40 0.00 0.00 12764.00 30,633.60
<br />51 2531.501 CONCRETE CURB & GUTTER DESIGN 0618 L F 7771 6.90 0.00 0.00 7742.00 53,419,80
<br />52 2531.503 CONCRETE MEDIAN SY 115 20.00 0.00 0.00 85.00 1,700,00
<br />53 2531.507 6" CONCRETE DRIVEWAY PAVEMENT (APRON) S Y 221 32.00 0.00 0.00 89.00 2,848.00
<br />54 2531.507 8" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL APRO1 5 Y 36 37.00 0.00 0.00 89.00 3,29100
<br />55 2531.507 6" CONCRETE DRIVEWAY PAVEMENT S Y 49 32.00 0.00 0.00 95.00 3,040.00
<br />58 2531.507 BITUMINOUS DRIVEWAY PAVEMENT SY 633 14.00 0.00 0.00 1012.00 14,168.00
<br />57 2531.602 PEDESTRIAN CURB RAMP EACH 20 225.00 0.00 0,00 17,00 3,825.00
<br />58 2531.602 CONCRETE VALLEY GUTTER TRIANG. SECTIONS EACH 20 385.00 0.00 0.00 20.00 7,300.00
<br />59 2531.604 7" CONCRETE VALLEY GUTTER SY 115 40.00 0.00 0.00 130.00 5,200.00
<br />60 2535,501 BITUMINOUS CURB LF 245 5.00 0.00 0.00 1065.00 5,325.00
<br />61 2550.602 RELOCATE SIGN (COMMERCIAL) EACH 1 2500.00 0.00 0.00 1.00 2,500.00
<br />62 2557.602 RELOCATE MAILBOX EACH 14 150.00 0.00 0.00 8.00 1,20000
<br />63 2557.602 RELOCATE LIGHT (PARKING LOT LIGHT) EACH 2 1000.00 0.00 0.00 3.00 3,000,00
<br />64 2557.602 RELOCATE FLAG POLE EACH 2 1000.00 0.00 0,00 1.00 1,000.00
<br />65 2563.601 TRAFFIC CONTROL LS 1 15000.00 0.00 0,00 1.00 15,000.00
<br />68 2564.531 F 8I SIGN PANEL TYPE C SF 240.65 23.50 0.00 0.00 240.65 5,655.28
<br />67 2584.531 F & I SIGN PANELS TYPE D SF 37.5 25.00 0.0U 0.00 37.50 937.50
<br />P.IP o 8B57501p0II1Pey E,4,' ioau GAO
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