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High Point Street Reconstruction
<br />I.P. 25-05
<br />Estimate No. 4 Partial
<br />Period Ending August 31, 2025
<br />Item No. MNoOT Item Description
<br />1 2021.501 MOBILIZATION
<br />2 2101.502 CLEARING
<br />3 2101.502 GRUBBING
<br />4 2101.503 REMOVE STORM SEWER
<br />5 2104.502 SALVAGE MAIL BOX SUPPORT
<br />6 2104.503 SAWING BITUMINOUS PAVEMENT- FULL DEPTH
<br />7 2104.503 SAWING CONCRETE PAVEMENT- FULL DEPTH
<br />8 2104.503 REMOVE BITUMINOUS CURB
<br />9 2104.504 REMOVE BITUMINOUS PAVEMENT- DRIVEWAYS
<br />10 2104.504 REMOVE CONCRETE PAVEMENT -DRIVEWAYS
<br />11 2104.504 REMOVE CONCRETE VALLEY GUTTER
<br />12 2104.504 REMOVE GRAVEL SURFACE - DRIVEWAYS
<br />13 2104.504 REMOVE BITUMINOUS FLUME
<br />14 2105.507 GEOTEXTILE FABRIC TYPE 4
<br />15 2105.607 COMMON EXCAVATION (EV)
<br />16 2106.607 HAUL & STOCKPILE RECLAIM MATERIAL (LV)
<br />17 2112.519 SUBGRADE PREPARATION
<br />18 2123.61 STREET SWEEPER (WITH PICKUP BROOM)
<br />19 2130.523 WATER
<br />20 2211.507 AGGREGATE BASE CLASS 5 - MODIFIED (CV)
<br />21 2215.504 FULL DEPTH RECLAMATION
<br />22 2232.504 MILL BITUMINOUS PAVEMENT (2.0")
<br />23 2357.506 BITUMINOUS MATERIAL FOR TACK COAT
<br />24 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C)
<br />2.0"
<br />25 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 1.5"
<br />26 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) 2.0"
<br />DRIVEWAYS
<br />27 2411.502 CONCRETE FLUME
<br />28 2501.502 15" RC PIPE APRON
<br />29 2501.502 18" RC PIPE APRON
<br />30 2501.502 24" RC PIPE APRON
<br />31 2501.503 15" RC PIPE SEWER DESIGN 3006 CLASS III
<br />32 2501.503 18" RC PIPE SEWER DESIGN 3006 CLASS III
<br />33 2501.503 21" RC PIPE SEWER DESIGN 3006 CLASS III
<br />34 2501.503 24" RC PIPE SEWER DESIGN 3006 CLASS III
<br />35 2501.602 TRASH GUARD FOR 15" PIPE APRON
<br />36 2501.602 TRASH GUARD FOR 18" PIPE APRON
<br />37 2501.602 TRASH GUARD FOR 24" PIPE APRON
<br />38 2503.503 CLEAN AND VIDEO SEWER
<br />CONTRACT AMOUNT
<br />Unit Estimated
<br />Quantity
<br />LS 1.0 $ 69,655.06
<br />ACRE 0.10 $ 26,797.80
<br />ACRE 0.10 $ 5,359.50
<br />LF 118 $ 8.58
<br />EA 68 $ 80.39
<br />LF 837 $ 2.25
<br />LF 389 $ 5.47
<br />LF 17100 $ 0.11
<br />SY 667 $ 4.33
<br />SY 472 $ 7.28
<br />SY 122 $ 10.73
<br />SY 80 $ 1.07
<br />SY 122 $ 5.21
<br />SY 100 $ 3.22
<br />CY 1180 $ 29.28
<br />CY 3460 $ 6.11
<br />RDST 88 $ 186.94
<br />HOUR 20 $ 91.11
<br />MGAL 40 $ 42.88
<br />CY 3225 $ 0.11
<br />SY 29650 $ 2.17
<br />SY 15 $ 6.84
<br />GAL 1715 $ 3.48
<br />TON 2770 $ 79.29
<br />TON 2075 $ 86.30
<br />TON 80 $ 172.69
<br />SY 34 $ 107.19
<br />EA 4 $ 1,607.87
<br />EA 1 $ 1,607.87
<br />EA 1 $ 1,929.45
<br />LF 1247 $ 62.17
<br />LF 720 $ 73.96
<br />LF 94 $ 94.33
<br />LF 78 $ 101.83
<br />EA 2 $ 0.01
<br />EA 1 $ 0.01
<br />EA 1 $ 1,018.31
<br />LF 2175 $ 3.22
<br />39 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 EA 16 $ 3,001.36
<br />COMPLETED THIS PERIOD COMPLETED TO DATE
<br />Unit Price ( Extended Total Quantity
<br />$ 69,655.06
<br />$ 2,679.78
<br />$ 535.95
<br />$ 1,012.44
<br />$ 5,466.52
<br />$ 1,883.25
<br />$ 2,127.83
<br />$ 1,881.00
<br />$ 2,888.11
<br />$ 3,436.16
<br />$ 1,309.06
<br />$ 85.60
<br />$ 635.62
<br />$ 322.00
<br />$ 34,550.40
<br />$ 21,140.60
<br />$ 16,450.72
<br />$ 1,822.20
<br />$ 1,715.20
<br />$ 354.75
<br />$ 64,340.50
<br />$ 102.60
<br />$ 5,968.20
<br />$ 219,633.30
<br />$ 179,072.50
<br />$ 13,815.20
<br />$ 3,644.46
<br />$ 6,431.48
<br />$ 1,607.87
<br />$ 1,929.45
<br />$ 77,525.99
<br />$ 53,251.20
<br />$ 8,867.02
<br />$ 7,942.74
<br />$ 0.02
<br />$ 0.01
<br />$ 1,018.31
<br />$ 7,003.50
<br />$ 48,021.76
<br />0.00
<br />0.00
<br />0.00
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />374
<br />257
<br />0
<br />12
<br />0
<br />0
<br />0
<br />24
<br />1525
<br />0
<br />2178
<br />82
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />2175
<br />0
<br />Extended Total
<br />$
<br />$ 10,950.72
<br />$ 1,570.27
<br />$ 1,093.32
<br />$
<br />$ 164.16
<br />$ 5,307.00
<br />$ 187,918.25
<br />$ 14,108.77
<br />Quantity Extended Total
<br />1.00
<br />0.10
<br />0.10
<br />118
<br />60
<br />894
<br />409
<br />17100
<br />759
<br />488
<br />160
<br />83
<br />155
<br />50
<br />1558
<br />3567
<br />88
<br />32
<br />115
<br />3225
<br />29650
<br />43
<br />1535
<br />2657
<br />2178
<br />152
<br />$ 32
<br />$ 4
<br />$ 1
<br />$ 1
<br />$ 1247
<br />$ 720
<br />$ 94
<br />$ 78
<br />$ 2
<br />$ 1
<br />$ 1
<br />$ 7,003.50 2175
<br />$ 16
<br />$ 69,655.06
<br />$ 2,679.78
<br />$ 535.95
<br />$ 1,012.44
<br />$ 4,823.40
<br />$ 2,011.50
<br />$ 2,237.23
<br />$ 1,881.00
<br />$ 3,286.47
<br />$ 3,552.64
<br />$ 1,716.80
<br />$ 88.81
<br />$ 807.55
<br />$ 161.00
<br />$ 45,618.24
<br />$ 21,794.37
<br />$ 16,450.72
<br />$ 2,915.52
<br />S 4,931.20
<br />$ 354.75
<br />S 64,340.50
<br />$ 294.12
<br />$ 5,341.80
<br />$ 210,688.60
<br />$ 187,918.25
<br />$ 26,197.07
<br />S 3,430.08
<br />$ 6,431.48
<br />$ 1,607.87
<br />$ 1,929.45
<br />$ 77,525.99
<br />$ 53,251.20
<br />$ 8,867.02
<br />$ 7,942.74
<br />$ 0.02
<br />$ 0.01
<br />$ 1,018.31
<br />$ 7,003.50
<br />$ 48,021.76
<br />Pay Estimate Page 2 of 3
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