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PARTIAL PAYMENT ESTIMATE
<br />NO. 7
<br />FROM: April 6, 2006
<br />TO: October 16, 2006
<br />CONTRACTOR: TOWER ASPHALT
<br />ADDRESS: 15001 HUDSON ROAD P.O. BOX 15001 LAKELAND, MN 55043
<br />OWNER: CITY OF LITTLE CANADA
<br />PROJECT: 2005 STREET IMPROVEMENTS
<br />COMPLETION DATE:
<br />ORIGINAL September 10, 2005 (Substantial)
<br />REVISED:
<br />AMOUNT OF CONTRACT:
<br />ORIGINAL: $2,168,497.46
<br />REVISED: 32,201,074.03
<br />ITEM SPEC.
<br />NO. REF.
<br />DESCRIPTION
<br />CONTRACT ITEMS ®. THIS PERIOD ® TOTAL TO DATE
<br />UNIT QTY. UNIT QTY. AMOUNT QTY. AMOUNT
<br />PRICE
<br />SCHEDULE 1,0 - CARLA LANE
<br />1 2021.501 MOBILIZATION LS 1.00 326,260.00 0.00 60.00 1.00 626,26000
<br />2 2101,502 CLEARING TREE 7.00 3200.00 0.00 50.00 14,00 52,80000
<br />3 2101.507 GRUBBING TREE 7.00 6105.00 0.00 50.00 11.00 61,155.00
<br />4 2104.501 REMOVE SEWER PIPE (STORM) LF 90.00 610.00 0,00 30.00 59.00 5590.00
<br />5 2104.501 REMOVE STORM CULVERT LF 75.00 310,00 0.00 50.00 75.00 5750.00
<br />6 2104.505 REMOVE BITUMINOUS PAVEMENT SY 5,000.00 5200 0.00 50.00 5000.00 $10,000.00
<br />7 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 185.00 5500 0,00 50.00 428.00 32,140.00
<br />8 2104.505 REMOVE PAVER BRICK DRIVEWAY SY 110.00 35,00 0.00 50.00 0.00 $0.00
<br />9 2104.509 REMOVE MANHOLE OR CATCH BASIN EACH 4.00 3400.00 0.00 50.00 4.00 51.600,00
<br />10 2104.509 REMOVE SIGN EACH 6.00 315.00 0.00 50,00 6.00 390.00
<br />11 2104.521 SALVAGE RETAINING WALL LF 75,00 37.00 0.00 30.00 12.00 384.00
<br />12 2104.523 SALVAGE MAILBOX EACH 27.00 520.00 0.00 30.00 27.00 3540.00
<br />13 2104.523 SALVAGE LIGHT EACH 2.00 3412,00 0.00 30.00 0.00 50.00
<br />14 2104.603 ABANDON STORM PIPE LF 260.00 35.50 0.00 30.00 313,00 31,721.50
<br />15 2104.604 SALVAGE CONCRETE DRIVEWAY PAVERS 5Y 15.00 38.00 0.00 50,00 46.00 3368.00
<br />16 2105.501 COMMON EXCAVATION CY 1,78000 57.50 0,00 30.00 2266.00 516,995.00
<br />17 2105.521 MODIFIED GRANULAR BORROW (CV) CY 3,600.00 516.00 0,00 30.00 3533.30 356,532.80
<br />18 2105.604 GEOTEXTILE FABRIC CLASS V SY 581000 51,70 0.00 50.00 5300,00 59,010.00
<br />19 2211.501 AGGREGATE BASE CLASS5 TON 2,800,00 58.50 0.00 50,00 3283.00 527,905,50
<br />20 2232.501 MILL BITUMINOUS PAVEMENT SY 70.00 35.00 0.00 30.00 0.00 50.00
<br />21 2350.501 TYPE SP WEAR COURSE MIXTURE TON 400.00 546.00 0.00 30.00 0.00 30.00
<br />22 2350.501 TYPE SP WEAR COURSE MIXTURE (DRIVEWAY) TON 75.00 570.00 0.00 50.00 152,50 510,675.00
<br />23 2350.501 TYPE SP NON WEARING COURSE MIXTURE (BASE) TON 560.00 340.10 0.00 50.00 449.79 518,036.58
<br />24 2501.602 18" FLARED END SECTION W/ TRASHGUARD EACH 3.00 5635.17 0.00 50.00 2.00 51,27034
<br />25 2502.541 4 -INCH PERF PE PIPE DRAIN LF 600,00 32.00 0.00 5000 2528.00 55,056.00
<br />26 2502,604 4 " INSULATION SY 75.00 528.34 0.00 50.00 300.10 58,504.83
<br />27 2503.541 10" DIP CLASS 52 LE 24.00 552.97 0.00 30.00 24.00 51,271.28
<br />28 2503.541 12" RC PIPE SEWER DES 3006, CLV LF 74.00 539.33 0.00 50.00 74.00 52,910.42
<br />29 2503,541 15" RC PIPE SEWER DES 3006, CLV LF 31.00 540.41 0.00 50.00 31.00 51,252.71
<br />30 2503.603 18" HDPE STORM SEWER (DIRECTIONALLY GRILLED) LF 271.00 3182.21 0.00 50.00 268.00 548,832.28
<br />31 2503.602 CONNECT TO EXISTING STORM SEWER EACH 1.00 5791.67 0.00 50.00 1.00 5791.67
<br />32 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36" EACH 2.00 51,208.19 0.00 50.00 2.00 52,416.38
<br />33 2508,502 CONST DRAINAGE STRUCTURE OESIGN 48 -4020 EACH 4.00 31,380.72 0 co 50.00 4.00 55,522.88
<br />34 2506.522 INSTALL NEW FRAME. RING AND CASTING EACH 9.00 3650.00 0.00 50.00 9.00 55,850.00
<br />35 2506.602 RECONSTRUCT SANITARY MANHOLE INVERT EACH 7.00 51,453.75 0,00 50,00 6.00 58722.50
<br />36 2511.502 RANDOM RIPRAP CLASS IV TON 24.00 555,00 0.00 30.00 0.00 50.00
<br />37 2131.502 CALCIUM CHLORIDE GAL 2,000.00 50.92 0.00 30.00 0.00 50.00
<br />38 2531.501 CONCRETE CURB & GUTTER DESIGN 8618 LF 3,300.00 37.90 0.00 50.00 3401.00 526,867.90
<br />39 2531.507 CONCRETE DRIVEWAY PAVEMENT SY 450.00 538.00 0.00 50.00 651.00 524,738.00
<br />40 2540,602 INSTALL SALVAGED MAILBOX EACH 27.00 570.00 0.00 50.00 27.00 31,890.00
<br />41 2540.602 INSTALL SALVAGED LIGHT EACH 2.00 5550.00 0.00 50.00 0.00 50.00
<br />42 2540,603 INSTALL SALVAGED RETAINING WALL LE 75.00 520.00 0.00 50.00 12.00 5240.00
<br />43 2540.604 INSTALL CONCRETE PAVERS SY 110.00 515.00 0.00 50.00 0.00 50.00
<br />44 2540.604 INSTALL SALVAGED DRIVEWAY PAVERS SY 15.00 515.00 0.00 50.00 24.00 5360.00
<br />45 2563.601 TRAFFIC CONTROL LS 1.00 51,000.00 0.00 50.00 1.00 51,000.00
<br />46 2564.536 FURNISH AND INSTALL SIGN EACH 5.00 5150.00 0.00 50.00 6.00 5900.00
<br />47 2573.502 SILT FENCE TYPE MACHINE SLICED LF 90.00 51.75 0.00 50.00 0.00 50.00
<br />48 2573.502 SILT FENCE TYPE FLOATING LF 150.00 513.50 0.00 50.00 150.00 32,025.00
<br />49 2573.530 INLET PROTECTION EACH 6.00 5100.00 0.00 50.00 3.00 330000
<br />50 2575.513 MULCH MATERIAL CY 50.00 575.00 0.00 50.00 14.50 51,087.50
<br />51 SPEC RAIN WATER GARDEN EACH 12.00 5750.00 0.00 50.00 10,00 57,500.00
<br />SCHEDULE 1.0 • CARLA LANE .- TOTAL
<br />O:Proy816600210071 /Pa41al Paymenls /Pay Estimate 67 (2005 Project)
<br />2
<br />60.00 5346,563.07
<br />
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