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ESTIMATE NO. 4
<br />HOLLY DRIVE IMPROVEMENTS
<br />CITY OF UNO LAKES. MINNESOTA
<br />COMMISSION NO. 12823 -02
<br />ITEM MN/DOT
<br />NO. NO. DESCRIPTION .
<br />HOLLY DRIVE IMPROVEMENTS
<br />1 2011.832 REMOVE & RESET EXISTING PROPERTY IRONS
<br />2 2021.501 MOBIUZATION
<br />3 2101.502 CLEARING
<br />4 2101.507 GRUBBING
<br />5 2104.501 REMOVE PIPE CULVERT (CMP,CPP)
<br />6 2104.501 REMOVE PIPE CULVERT (RCP)
<br />7 2104.501 REMOVE SEWER PIPE (STORM)
<br />8 2104.501 REMOVE CONCRETE CURB & GUTTER
<br />9 2104.503 REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />10 2104.505 REMOVE BITUMINOUS SURFACING (STREET & DRIVEWAY)
<br />11 2104.509 REMOVE CATCH BASIN
<br />12 2104.511 SAWCUT CONCRETE PAVEMENT (FULL DEPTH)
<br />13 2104.513 SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH)
<br />14 2104.521 SALVAGE & REINSTALL WIRE FENCE
<br />15 2104.521 SALVAGE & REINSTALL WO00 FENCE
<br />18 2104.523 SALVAGE & RELOCATE MAIL BOX WITH SUPPORT
<br />17 2104.523 SALVAGE SIGN (INCL POST & ASSEMBLY)
<br />18 2105.501 COMMON EXCAVATION (P)
<br />19 2105.501 POND EXCAVATION (P)
<br />20 2105.507 SUBGRADE EXCAVATION
<br />21 2105.522 SELECT GRANULAR BORROW (CV)
<br />22 2105.525 TOPSOIL BORROW (LV)
<br />23 2123.510 EXPLORATORY DIGGING
<br />24 2211.501 AGGREGATE BASE, CLASS 5 FOR STREET, TRAIL, & DRIVEWAY
<br />(100% CRUSHED)
<br />25 2350.501 TYPE LV 4 WEARING COURSE MIXTURE FOR STREET (C)
<br />28 2350.501 TYPE LV 4 WEARING COURSE MIXTURE FOR TRAIL (C)
<br />27 2350.502 TYPE LV 3 NON - WEARING COURSE MIXTURE FOR STREET (C)
<br />28 2350.503 TYPE LV 4 WEARING COURSE MIXTURE FOR DRIVEWAYS (C) (2"
<br />THICK)
<br />29 2357.502 BITUMINOUS MATERIAL FOR TACK COAT
<br />30 2451.809 1.5" CRUSHED ROCK (TRENCH STABILIZATION)
<br />31 2501.515 15" RC PIPE APRON W/ TRASH GUARD
<br />32 2501.515 18" RC PIPE APRON W/ TRASH GUARD
<br />33 2501.515 21" RC PIPE APRON W/ TRASH GUARD
<br />34 2501.515 27" RC PIPE APRON WI TRASH GUARD
<br />35 2502802 10" PVC CLEANOUT INCL CASTING ASSEMBLY
<br />38 2502.802 12' PVC CLEANOUT INCL CASTING ASSEMBLY
<br />37 2503.511 10" PVC PIPE SEWER, SDR28.
<br />38 2503.511 12" PVC PIPE SEWER, SDR28
<br />39 2503.541 15" RC PIPE SEWER, DESIGN 3008 CLASS V
<br />40 2503.541 18' RC PIPE SEWER, DESIGN 3006 CLASS V
<br />41 2503.541 21" RC PIPE SEWER, DESIGN 3006 CLASS 111
<br />42 2503.541 2T RC PIPE SEWER DESIGN 3008 CLASSIII
<br />43 2504.802 ADJUST VALVE BOX
<br />44 2504.802 CONNECT TO EXISTING WATERMAIN
<br />45 2504.602 RELOCATE HYDRANT AND GATE VALVE
<br />48 2504.802 HYDRANT
<br />47 2504.602 8" GATE VALVE & BOX
<br />48 2504.802 18' GATE VALVE & BOX
<br />49 2504.803 6" WATERMAIN DUCTILE IRON, CL 52
<br />50 2504.803 18" WATERMAIN DUCTILE IRON, CL52
<br />51 2504.604 4" POLYSTYRENE INSULATION
<br />52 2504.806 DUCTILE IRON FITTINGS
<br />53 2506.502 CONSTRUCT CATCH BASIN, TYPE 402 OVER EXIST.15"RCP
<br />54 2508.502 CONSTRUCT CATCH BASIN, TYPE 402
<br />55 2506.502 CONSTRUCT SLOTTED VANE DRAIN
<br />56 2506.502 CONSTRUCT 48" DIAMETER CATCH BASIN MANHOLE, TYPE 406
<br />57 2508.502 CONSTRUCT 48" DIAMETER MANHOLE, TYPE 409
<br />58 2508.502 CONSTRUCT 48" DIAMETER MANHOLE, TYPE OUTFALL
<br />59 2508.502 CONSTRUCT 72" DIAMETER MANHOLE, TYPE 409
<br />60 2506.502 CONSTRUCT 98' DIAMETER MANHOLE, TYPE ST
<br />61 2508.522 ADJUST FRAME AND RING CASTING (CB OR MH)
<br />82 2508.502 RECONSTRUCT EXISTING MANHOLE
<br />83 2511.501 RANDOM RIPRAP CLASS. III
<br />64 2521.501 4' CONCRETE WALK
<br />85 2531.501 CONCRETE CURB AND GUTTER DESIGN 8418 - 4 9 -
<br />68 2531.507 8" CONCRETE DRIVEWAY PAVEMENT
<br />PERIOD ENDING: November 30, 2004
<br />CONTRACT QUANTTTY UNIT AMOUNT
<br />UNIT QUANTITY TO DATE PRICE TO DATE
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<br />21.0 - $ 110.00 $ -
<br />1.0 0.75 $ 18,000.00 5 12,000.00
<br />200.0 240.0 $ 180.00 S 38,400.00
<br />215.0 255.0 $ 105.00 S 26,775.00
<br />258.0 290.0 3 3.70 S 1,073.00
<br />308.0 308.0 $ 4.75 $ 1,483.00
<br />39.0 39.0 $ 4.75 $ 185.25
<br />154.0 208.0 S 4.25 $ 884.00
<br />772.0 242.0 $ 525 $ 1,270.50
<br />11,527.0 11,527.0 S 9.45 S 108,930.15
<br />2.0 - $ 105.00 S -
<br />42.0 22.0 $ 4.20 S 9240
<br />292.0 301.0 S 3.85 $ 1,098.85
<br />130.0 $ 4.25 S
<br />108.0 108.0 $ 12.50 $ 1,325.00
<br />5.0 4.0 S 95.00 S 380.00
<br />11.0 11.0 S 78.00 S 858.00
<br />8,742.0 3,000.0 $ 7.85 S 23,550.00
<br />132.0 420.0 5 10.25 S 4,305.00
<br />4,000.0 2,934.0 $ 8.30 $ 18,484.20
<br />4,000.0 2,934.0 5 12.00 $ 35,208.00
<br />1,038.0 180.0 3 10.50 $ 1,890.00
<br />5.0 - $ 110.00 5
<br />TN 9,485.0 9,485.00 S 0.10 S 948.50
<br />TN 1,765.0 5 40.25 S
<br />TN 549.0 $ 47.00 $
<br />TN 1,765.0 1,587.06 $ 3925 $ 61,507.11
<br />291.0 108.0 $ 11.50 $ 1,242.00
<br />885.0 $ 1.50 S
<br />77.0 77.67 5 28.50 5 2,058.26
<br />8.0 2.0 $ 1,175.00 S 2,350.00
<br />4.0 3.0 5 1,230.00 $ 3,690.00
<br />1.0 1.0 5 1,580.00 S 1,580.00
<br />1.0 1.0 $ 2,000.00 S 2,000.00
<br />4.0 3.0 $ 470.00 S 1,410.00
<br />1.0 1.0 $ 630.00 S 630.30
<br />928.0 873.0 $ 13.50 $ 11,785.50
<br />162.0 140.0 S 16.75 $ 2,345.00
<br />608.0 458.0 S 18.80 5 8,610.40
<br />635.0 584.0 S 21.00 S 12,264.00
<br />60.0 52.0 S 23.50 $ 1,22.00
<br />35.0 43.0 S 32.80 $ 1,410.40
<br />4.0 8.0 S 110.00 S 880.00
<br />1.0 3.0 5 1,050.00 $ 3,150.00
<br />1.0 1.0 S 1,260.00 S 1,260.00
<br />1.0 3.0 $ 2,100.00 S 8,300.00
<br />1.0 3.0 $ 500.00 $ 1,500.00
<br />1.0 2.0 S 3,850.00 S 7,300.00
<br />2.0 24.0 S 52.00 S 1,248.00
<br />332.0 372.0 S 42.00 5 15,824.00
<br />25.0 • S 15.50 S
<br />843.0 1,173.0 3 1.30 $ 1,524.90
<br />1.0 - $ 2,000.00 $
<br />10.0 8.0 S 1,375.00 S 8,250.00
<br />8.0 8.0 S 1,200.00 $ 9,600.00
<br />6.0 5.0 S 1,525.00 $ 7,825.00
<br />2.0 4.0 $ 1,400.00 $ 5,500.00
<br />1.0 1.0 $ 1,575.00 $ 1,575.00
<br />2.0 2.0 3 3,200.00 3 8,400.00
<br />5.0 5.0 5 6,000.00 S 25,000.00
<br />6.0 7.0 $ 276.00 $ 1,925.00
<br />1.0 1.0 5 650.00 3 650.00
<br />54.0 56.0 S 85.00 5 4,780.00
<br />1,543.9 - S 3.10 5
<br />7,328.0 7,390.0 $ 7.85 $ 58,011.50
<br />100.0 - S 37.00 s
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