|
2021.50
<br />$ 121500:00 0.5 $ 12,500.00
<br />$ ;'` 3,450.00 6 $ 3,450.00
<br />$ = 8,400.00 7 $ 8,400.00
<br />$:_
<br />$ =_
<br />❑ $
<br />9,924.00 827 $ 9,924.00
<br />19.00 $ 4,484.00 260 $ 4,940.00 260 $ 4,940.00
<br />9.00 $ 1,674.00
<br />$ 177.00
<br />177.00
<br />65.00
<br />65.00
<br />495.00
<br />946.00
<br />$ 354.00
<br />❑ $ 0 $ -
<br />❑ $ - 0 $
<br />O $ 0 $ -
<br />1631 $ 24,465.00 1631 $ 24,465.00
<br />26 $ 14,300.00 26 $ 14,300.00
<br />40 $ 400.00 40 $ 400.00
<br />1 641 $ 41,025.00 1641 $ 41,025.00
<br />11740 16,436.00 11740 $ 16,436.00
<br />0 $
<br />.. ... .. .........
<br />$ 2,478.00 0
<br />4,940.00 : = :76 $
<br />105.00 $ `: 4,725.00 45 $
<br />950.00 $ 3,800.00 4 $
<br />550.00 2,750.00
<br />0
<br />128,714.80 1466 $ 128,714.80
<br />$ 520.00 8 $ 520.00
<br />4,940.00 76 $ 4,940.00
<br />4,725.00 45 $ 4,725.00
<br />8 0 3, 0 .00 4 $ 3,800.00
<br />2,850.00
<br />O $ -
<br />3 $ 2,850.00
<br />$
<br />$ 0 $
<br />7,500.00 5 $ 7,500.00
<br />8,100.00 3 $ 8,100:00
<br />6,000.00 1 $ 6,000.00
<br />$ 20,000,00
<br />2 _ $ 20,000.00
<br />SY 78 $ 130.00 $ 10,140A0 : " 48 `: $ 6,240.00 48 $ 6,240.00
<br />EA 52 $ 45.00 $ 2,340.00 52 $ 2,340.00 52 $ 2,340.00
<br />LF 451 $ 30.00 $ 13,530.00 745 $ : 22,350.00 745 $ 22,350.00
<br />82 _ $ 2,460.00 82 $ 2,460.00
<br />SY- __
<br />SF 92 $ 110.00 $ 10,120.00 _=; 96=_<_ $ _=: 10,560.00 96 $ 10,560.00
<br />LS 1 $ 9,000.00 $ 9,000.00 : =;0 ;:; = _ : $ .::: 0 $
<br />TRAFFIC CONTROL LS 1 $ 6,500.00 $ 6,500.00 =__ -:;; 1= ::' ::$.::::. 3,250.00 1 $ 3,250.00
<br />ALTERNATE PEDESTRIAN ROUTE LS 1 $ 1,500.00 $ 1,500.00 _ 'I - - $ 750.00 1 , $ 750.00
<br />45 2573.502 STORM DRAIN INLET PROTECTION EA 12 95.00 1,140.00 fi: :;;_; 570.00 6 $ 570.00
<br />46 - - 2573.503 SILT FENCE; TYPE MS LE 40 $ 4.00 $ 160.00 0- = $:: 0 $
<br />CY 56 $ 25.00 $ 1,400.00 ;_ : _0__: = $.:_ 0 $
<br />48 2574.508 FERTILIZER TYPE 3 LBS 15 $ 40.00 $ 600.00 0__ __: - -_ $ �` 0 $
<br />49 2575.504 SODDING TYPE LAWN SY 10 $ 250.00 $ 2,500.00 ::_ __ _:__ _ 0 _; $ `'_ : - 0 $
<br />ACRE 0.09 $ 10,000.00 $ 900.00
<br />47 2574.507 TOPSOIL (LV)
<br />50 2575.505
<br />51 2575.508
<br />52 2575.508
<br />53-2582.503
<br />Sunwood Drive & Waco Street Reconstruction
<br />I.P. 22-01 (S.A.P. 199-105-006 & 199-111-003)
<br />Estimate No. 1 Partial
<br />Period Ending August 31, 2022
<br />CONTRACT AMOUNT
<br />COMPLETED THIS PERIOD COMPLETED TO DATE
<br />Item No. MnDOT
<br />No.
<br />Item Description
<br />Unit
<br />Estimated
<br />Quantity
<br />Unit Price
<br />Extended Extended Extended
<br />Quantity Quantity
<br />Total Total Total
<br />1
<br />-
<br />2 2104.502 REMOVE CASTING
<br />3 2104.502 REMOVE STRUCTURE (STORM)
<br />4 2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)
<br />52104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)
<br />fi 2104.503 REMOVE CONCRETE CURB AND GUTTER----
<br />2104.503
<br />8
<br />2104.504
<br />9 2104.504
<br />10 2106.607
<br />11_ 2106.607
<br />12-2112.519
<br />13 2130.523
<br />14 2211.507
<br />15 2215.504
<br />16 2232.504
<br />17 2357.506
<br />18 2360.509
<br />19
<br />2360.509
<br />MOBILIZATION
<br />REMOVE SEWER PIPE (STORM)
<br />REMOVE BITUMINOUS PAVEMENT
<br />REMOVE CONCRETE PAVEMENT
<br />LS 1.0 $ 25,000.00 $ 25,000.00
<br />EA 6 $ 575.00 $ 3,450.00
<br />EA 7 $ 1,200.00 $ 8,400.00
<br />5.50 $ 3,069.00
<br />$ 9.00 $ 1,764.00
<br />562 $ 12.00 $ 6,744.00 827
<br />LF 558
<br />LF 196
<br />LF
<br />LF
<br />SY
<br />SY
<br />236 $
<br />186 -- $
<br />33 $ 15.00 $
<br />COMMON EXCAVATION (EV) CY 43 $ 22.00 $
<br />HAUL & STOCKPILE RECLAIM MATERIAL (LV) __ CY 1627 $ 15.00 $ 24,405.00
<br />SUBGRADE PREPARATION RDST - 26 $ 550.00 $ 14,300.00
<br />WATER _-_- MGAL
<br />AGGREGATE BASE CLASS 5 MODIFIED (CV) 5.0" CY
<br />FULL DEPTH RECLAMATION (9.0")
<br />MILL BITUMINOUS PAVEMENT 2.0"
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />106
<br />1641
<br />SY 11713
<br />SY
<br />GAL
<br />828
<br />10.00 $ 1,060.00
<br />25.00 $ 41,025.00
<br />1.40 $ 16,398.20
<br />109 $ 9.00 $ 981.00
<br />3.00 $ 2,484.00
<br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C) TON 1323 $ 87.80 $ 116,159.40
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) TON 1335 $ 90.75 $ 121,151.25
<br />20 236D 509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) TON
<br />DRIVEWAYS
<br />21 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) TRAIL TON
<br />22503.503 1.2" RC PIPE SEWER DESIGN 3006 CLASS
<br />i' III I f-ASS II
<br />23 2503.503 15" RC PIPE SEWER DESIGN 3006'CLASS 111
<br />24': `2503.503 2� "RCPIPE SEWER DESIGN 3006CLASS III
<br />7 I
<br />25 2503.602:: CONNECT TO EXISTING SEWER (STORM)
<br />26 `--2503.602 GROUT CATCH BASIN EA
<br />27 2503.602 INTERIOR CHIMNEY SEAL
<br />28 2504.602 ADJUST VALVE BOX
<br />29 2504.602 VALVE BOX SECTION
<br />30 2506.502 ADJUST FRAME AND RING CASTING
<br />31 2506.502 CASTING ASSEMBLY (SANITARY)
<br />- 32-..-2506502 G . B (STORM) CASTI ASS M LY R
<br />33 2506 502 `: CONSTRUCT DRAINAGE STRUCTURE DESIGN 2'X3`
<br />34 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020
<br />.............:...............
<br />35 2506.502 ' CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 EA 2 $ 10,000.00
<br />2
<br />450.00 $ 1,800.00.
<br />600.00 $ 3,000.00
<br />950.00 $ 2,850.00 3
<br />36 _2521.504 6" CONCRETE WALK
<br />37__2521.602DRILL & GROUT REINF BAR (EPDXY COATED)
<br />38 2531.503 CONCRETE_CURB&GUTTER DESIGN 8618
<br />39_-2531.503 CONCRETE CURB & GUTTER DESIGN D418
<br />40 2531.504 CONCRETE PAVEMENT DRIVEWAYS 6.0"
<br />41 2531.618 TRUNCATED DOMES ---�
<br />42 2540.601._- LANDSCAPE RESTORATION
<br />43 2563.601
<br />44 2563.601
<br />SEEDING
<br />HYDRAULIC MULCH MATRIX
<br />SEED MIXTURE 25-151
<br />4" DOUBLE SOLID LINE PAINT (EPDXY)
<br />54 2582.503 4" SOLID LINE PAINT (EPDXY)
<br />55 2582.518 CROSSWALK PAINT (EPDXY
<br />56 2582.518 PAVEMENT MESSAGE PAINT (EPDXY)
<br />LF
<br />LF 110 $ 30.00 $ 3,300.00
<br />LBS 15
<br />LF
<br />2220
<br />450.00 $ 6,750.00
<br />1,200.00 $ 4,800.00
<br />500.00 13,500.00
<br />2,700.00 $ 810 0.00
<br />,7 '
<br />6,000.00 $
<br />LBS 360 $ 15.00 $ 5,400.00
<br />97.50
<br />3,330.00
<br />6.50
<br />1.50
<br />6
<br />0 $
<br />O $
<br />0
<br />IF
<br />4285
<br />SF 360 $ -
<br />SF 15 $
<br />1.00 $ 4,285.00
<br />5.00 $ 1,800.00 0__
<br />D $
<br />0
<br />6.50
<br />97.50
<br />GRAND TOTALS
<br />$ 560,896.85
<br />371,509.80
<br />$ 371,509.80
<br />Internal City Use Only
<br />MSA Funds
<br />$ 315,924.80
<br />$ 315,924.80
<br />..................................................... . Storrs Sewer Utility Funds$
<br />ty
<br />55,585.00
<br />55 585. an
<br />Sanitary Sewer Utility Funds
<br />$ `•
<br />$ -
<br />Total Funds
<br />:
<br />$ 371, 509.80
<br />$ 371, 509.80
<br />Pay Estimate Page 2 of 2
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