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Barthel's Rum River Acres & White Pines Estates
<br />1.P. 24-01
<br />Estimate No. 4 Partial
<br />Period Ending August 31, 2024
<br />i CONTRACT AMOUNT COMPLETED THIS PERIOD COMPLETED TO DATE
<br />Item No. MnDOT
<br />Na. Item Description ' Unit Estimated
<br />1 2021.501 MOBILIZATION Quantity Unit Price Extended Total Quantity Extended Total Quantity Extended Total
<br />2 2101.503 REMOVE CULVERT LS 1 $ 17,632.40 $ 17,632.40 0.0 $
<br />LF 364 $ 9.04 $ 3,290.56 , 0 - 1.0 $ 17,632.40
<br />3 2104.502 SALVAGE MAIL BOX SUPPORT $ 364 $ 3,290.56
<br />4 2104.503 SAWING BITUMINOUS PAVEMENT - FULL DEPTH EA 45 $ 80.88 $ 3,639.60 0 $ -
<br />LF 930 $ 3.50 $ 3,255.00 0 - 45 $ 3,639.60 5 2104.503 SAWING CONCRETE PAVEMENT FULL DEPTH $ 1045 $ 3,657.5t7 •
<br />6 2104.504 REMOVE CONCRETE PAVEMENT - DRIVEWAYS LF 330 $ 9.71 $ 3,2Q4,30 24 $ 233.04 474
<br />7 2104.504 REMOVE BITUMINOUS PAVEMENT - DRIVEWAYS SY 300 $ 9.27 $ 2,781.00 44 $ Q,6Q2.54
<br />SY 810 $ 4.64 $ 3,758.40 0 $ 407.88 471 $ 4,366.17
<br />8 2104.5CI4 REMOVE GRAVEL SURFACE - DRIVEWAYS $ 918 $ 4,259.52
<br />9 2104.507 REMOVE RIPRAP SY 81 $ 5.39 $ 436.59 0
<br />CY
<br />23 $ 80 $ 431.20
<br />10 2105.507 GEOTEXTILE FABRIC TYPE 4 $ 22.60 $ 519.80 0 $
<br />11 2105.607 COMMON EXCAVATION (EV) SY 28 $ 4 S2 $ 126.58 23 $ 5# 9.8Q
<br />CY 930 0 $ 9 $ 126.56
<br />SUBGftADf EXCAVATION, REMOVE UNSUITABLE $ 21.24 $ 19,753.20 0 $
<br />12 2105.607 895 $ 19,009.80
<br />MATERIALS (EV) CY 335 $ 16.10 $ 6,393.50 0 $
<br />13 2106.507 SELECT GRANULAR BORROW (CV) cY 14 2106.607 HAUL & STOCKPILE RECLAIM MATERIAL (LV) 420 $ 1.08 $ 453.60 0 $
<br />520 $ 12.11 $ 6,297.2[3 0 $
<br />15 2130.523 WATER0 $ 1096 $ 13,272.56
<br />16 2211.507 AGGREGATE BASE CLASS 5 - MODIFIED (CV) MGALCY rr��50ry p$ 4ry5.2+9� $ 2,264.50y0 $ ry
<br />{80 5 12.83 $ .3i,592.401 0 ; ' 4 $ 2,717.4a
<br />17 2215.504 FULL DEPTH RECLAMATION$ 548 $ 7,030.84
<br />SY 21500 $ 1.99 $ 42,785,00 ' 0 -
<br />'18 2232.504 MILL BITUMINOUS PAVEMENT (2.0'} SY 38 $ - 22230 $ 44,237.70
<br />19 2357.506 BITUMINOUS MATERIAL FOR TACK COAT $ 23.73 $ 901.74 117 $ 2,776.41 117 GAL 1500 $ 2.86 $ 4,290.00 ' 1200$ 2,776.41
<br />20 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C) $ 3,432.00 1250 $ 3,575.00
<br />2.0"TON 2530 $ 86.78 $ 217,023,40 0 $
<br />21 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE 3, "
<br />- 2353 $ 201,840.34
<br />( 2.,.882 $ 169,718.76 1882
<br />22 2360.509C} TYPE SP g,5 WEARING COURSE MIXTURE (3,C) .0TON 1820 $ 90.18 $ 16412760 1" $ 169,718.76
<br />DRIVEWAYS TON 90 $ 210.29 $ 18,926.10 0 $
<br />23 2501.502 1.5" RC PIPE APRON - 137 $ 28,809,73
<br />24 2501,502 8" RC PIPE APRON EA 14 $ 960.61 $ 13,44E1.54 0 $
<br />f.A, 1 $ 1,073.62 $ 1,073.62 0 14 $ 13,448.54
<br />25 2501.502 23" RC PIPE APRON $ 1 $ 1,073.62
<br />26 2501,503 15" RC PIPE SEWER DESIGN 3006 CLASS ill EA 1 $ 2,825.34 $ 2,825.34 0 $ -
<br />LF 853 $ 58.77 $ 50,130.81 0 - 1 $ 2,825.34
<br />27 2501.503 18" RC PIPE SEWER DESIGN 3006 CLASS III $ 855 $ 50,248.35
<br />28 2501.503 2f" RC PiPI=SEINER DESIGN 3t?05 CLASS III 225 $ 65.55 $ 14,748.75 0 $
<br />14 $ 99.45 $ 1,392.30 ' 0 229 $ 15,010,95
<br />29 2503.503 CLEAN ANDVIDEO SEWER $ 16 $ 1,591.20
<br />LF 746 $ 5.14 $ 3,834.44 0
<br />$
<br />30 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 EA746 $ 3,834.44
<br />5,085.61 $ 25,428.05 0 $
<br />31 25E7w6.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 EA 1 5 $ 25,428.05
<br />$ 6,554.7$ $ 6,554.78 - 0 $
<br />32 2506.502 CONSTRUCT' DRAINAGE STRUCTURE DESIGN .Z'X3' 1 $ 6,554.78
<br />33 2506.502 CASTING ASSEMBLY (STORM) 1 $ 3,164.38 $ 3,164.38 a;
<br />EA7 $ 803.43 $ 5,624.01 0 1 $ 3,164.38
<br />34 2506.502 RESET CASTING $ 7 $ 5,624,01
<br />35 2511.509 RANDOM RIPRAP CLASS III et EA 1 $ 382.84 $ 382,84 p $ -
<br />23 $ 135.62 $ 3,119.26 0 - 1 $ 382.84
<br />$ 23 $ 3,119.26
<br />623 $ 10,030.30
<br />Pay Estimate Page 2 of 3
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