2357_B Tally Sheet.pdf
PDF 154 KB Posted
- Attached to
- 2357-B Ridge Way Culvert Replacement
- Solicitation number
- PE-65600-NONST-2024-000000033
- Issued by
- Dodge County, Georgia
About this file
This document is a Tally Sheet for ITB 2357-B: Ridge Way Culvert Replacement, a state and local government contract opportunity. The project involves various construction and infrastructure activities such as traffic control, grassing, clearing and grubbing, storm drain pipe installation, concrete work, and utility relocation. Estimated quantities are provided for each item, and the bid is due on February 15, 2024. The contract has an allowance item of $25,000.
The tally sheet includes bid prices from six different contractors for the base bid items as well as additional bid items related to water main work. Pricing varies significantly across the bidders, with the total base bid amounts ranging from $248,540.39 to $687,075.00. The contract also includes an allowance of $25,000 for the project.
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Other files
| File | Type | Posted |
|---|---|---|
| 2357_B Tally Sheet revised.pdf | ||
| 2357_B Bid Price Sheet _ Excel Format.xlsx | XLSX spreadsheet | |
| 2357_B Addendum 1.pdf | ||
| 2357_B ITB Exhibit 1 Plans.pdf | ||
| 2357_B ITB.pdf |
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Text version
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
TRAFFIC CONTROL 1.00 LS $ 43,002.75 $ 43,002.75 $ 22,500.00 $ 22,500.00 $ 21,778.19 $ 21,778.19 $ 21,767.33 $ 21,767.33 $ 20,812.63 $ 20,812.63
TEMPORARY GRASSING 0.08 AC $ 5,150.00 $ 412.00 $ 100.00 $ 8.00 $ 1,219.58 $ 97.57 $ 6,185.63 $ 494.85 $ 2,173.50 $ 173.88
MULCH 1.00 TN 772.50$ $ 772.50 1.00$ $ 1.00 718.69$ $ 718.69 583.21$ $ 583.21 434.70$ $ 434.70
CONSTRUCT AND REMOVE CONSTRUCTION EXITS 1.00 EA 3,249.24$ $ 3,249.24 3,500.00$ $ 3,500.00 4,119.32$ $ 4,119.32 1.00$ $ 1.00 3,764.47$ $ 3,764.47
MAINTENANCE OF TEMPORARY SILT FENCE, TP C 280.00 LF 1.96$ $ 548.80 1.00$ $ 280.00 2.91$ $ 814.80 2.36$ $ 660.80 0.01$ $ 2.80
TEMPOARY SILT FENCE, TP C 280.00 LF 3.61$ $ 1,010.80 12.00$ $ 3,360.00 7.12$ $ 1,993.60 5.80$ $ 1,624.00 3.73$ $ 1,044.40
CLEARING & GRUBBING 1.00 LS 34,079.39$ $ 34,079.39 15,650.00$ $ 15,650.00 12,404.86$ $ 12,404.86 12,010.75$ $ 12,010.75 23,671.72$ $ 23,671.72
FOUND BKFILL MATL, TP II 137.36 CY 129.21$ $ 17,748.29 2.00$ $ 274.72 59.12$ $ 8,120.72 98.02$ $ 13,464.03 155.10$ $ 21,304.54
GRADING COMPLETE- 1.00 LS 20,391.00$ $ 20,391.00 18,400.00$ $ 18,400.00 22,699.69$ $ 22,699.69 81,375.76$ $ 81,375.76 39,696.44$ $ 39,696.44
GR AGGR BASE CRS, 6 INCH, INCL MATL 160.61 SY 27.26$ $ 4,378.23 30.00$ $ 4,818.30 50.96$ $ 8,184.69 44.28$ $ 7,111.81 26.74$ $ 4,294.71
RECYCLED ASPH CONC 9.5 MM SUPERPAVE, TYPE II, GP 2
ONLY, INCL BITUM MATL & H LIME
13.72 TN 431.57$ $ 5,921.14 820.00$ $ 11,250.40 729.51$ $ 10,008.88 700.65$ $ 9,612.92 352.27$ $ 4,833.14
RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL
BITUM MATL & H LIME
18.30 TN 426.42$ $ 7,803.49 850.00$ $ 15,555.00 1,535.26$ $ 28,095.26 639.69$ $ 11,706.33 479.41$ $ 8,773.20
TACK COAT 8.13 GL 22.66$ $ 184.23 500.00$ $ 4,065.00 8.97$ $ 72.93 17.08$ $ 138.86 4.34$ $ 35.28
CONCRETE HEADWALLS 2.00 EA 4,023.26$ $ 8,046.52 5,155.00$ $ 10,310.00 6,287.94$ $ 12,575.88 7,003.03$ $ 14,006.06 10,285.57$ $ 20,571.14
CONC CURB & GUTTER, 6 IN X 24 IN, TP 2 122.00 LF 66.08$ $ 8,061.76 60.00$ $ 7,320.00 31.94$ $ 3,896.68 70.77$ $ 8,633.94 42.17$ $ 5,144.74
STORM DRAIN PIPE, HDPE, 36 IN, H 1-10 181.00 LF 98.60$ $ 17,846.60 230.00$ $ 41,630.00 108.33$ $ 19,607.73 127.41$ $ 23,061.21 170.10$ $ 30,788.10
STORM DRAIN PIPE, RCP, 42 IN, H 1-10 32.00 LF 478.60$ $ 15,315.20 820.00$ $ 26,240.00 383.73$ $ 12,279.36 564.24$ $ 18,055.68 275.28$ $ 8,808.96
STORM DRAIN PIPE, HDPE, 42 IN, H 1-10 121.00 LF 130.83$ $ 15,830.43 310.00$ $ 37,510.00 149.65$ $ 18,107.65 142.62$ $ 17,257.02 192.25$ $ 23,262.25
STN DUMPED RIP RAP, TP 3, 12 IN 196.78 SY 40.28$ $ 7,926.30 65.00$ $ 12,790.70 67.70$ $ 13,322.01 131.76$ $ 25,927.73 106.72$ $ 21,000.36
PLASTIC FILTER FABRIC 196.78 SY 6.42$ $ 1,263.33 25.00$ $ 4,919.50 8.93$ $ 1,757.25 5.42$ $ 1,066.55 13.08$ $ 2,573.88
CATCH BASIN, GP 2 2.00 EA 8,961.26$ $ 17,922.52 13,500.00$ $ 27,000.00 10,777.68$ $ 21,555.36 6,592.71$ $ 13,185.42 12,779.13$ $ 25,558.26
CATCH BASIN, GP 2, ADDL DEPTH 5.00 LF 779.73$ $ 3,898.65 500.00$ $ 2,500.00 433.09$ $ 2,165.45 326.65$ $ 1,633.25 1.24$ $ 6.20
DROP INLET, GP 1, TYPE C WITH WEIR 2.00 EA 6,156.92$ $ 12,313.84 8,750.00$ $ 17,500.00 10,557.03$ $ 21,114.06 4,988.28$ $ 9,976.56 10,165.71$ $ 20,331.42
DROP INLET, GP 1, TYPE C WITH WEIR, ADDL DEPTH 5.00 LF 779.73$ $ 3,898.65 500.00$ $ 2,500.00 433.09$ $ 2,165.45 755.67$ $ 3,778.35 1.24$ $ 6.20
SOD 1,536.00 SY 11.00$ $ 16,896.00 14.00$ $ 21,504.00 23.01$ $ 35,343.36 23.56$ $ 36,188.16 14.90$ $ 22,886.40
ALLOWANCE 1.00 LS 25,000.00$ $ 25,000.00 25,000.00$ $ 25,000.00 25,000.00$ $ 25,000.00 25,000.00$ $ 25,000.00 25,000.00$ $ 25,000.00
TOTAL BASE BID RIDGE WAY CULVERT REPLACEMENT 293,721.64$ 336,386.62$ 307,999.42$ 358,321.57$ 334,779.83$
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
REMOVE WATER MAIN, 6 IN 40.00 LF 41.20$ $ 1,648.00 50.00$ $ 2,000.00 12.43$ $ 497.20 126.50$ $ 5,060.00 13.04$ $ 521.60
WATER MAIN, 6 IN, DIP 40.00 LF 154.50$ $ 6,180.00 320.00$ $ 12,800.00 416.25$ $ 16,650.00 169.68$ $ 6,787.20 106.26$ $ 4,250.40
VALVE MARKER 2.00 EA 309.00$ $ 618.00 125.00$ $ 250.00 217.34$ $ 434.68 90.48$ $ 180.96 853.98$ $ 1,707.96
GATE VALVE, 6 IN 2.00 EA 8,240.00$ $ 16,480.00 3,000.00$ $ 6,000.00 3,607.77$ $ 7,215.54 2,347.71$ $ 4,695.42 1,731.10$ $ 3,462.20
STEEL CASING, 12 IN 16.00 LF 206.00$ $ 3,296.00 250.00$ $ 4,000.00 359.70$ $ 5,755.20 324.32$ $ 5,189.12 278.70$ $ 4,459.20 Red font indicates a calculation error which has been corrected
Tally Sheet ITB 2357-B: Ridge Way Culvert Replacement
Blount Construction Crawford Grading F. S. Scarbrough LLC Helix
Due: 2pm, Thursday, February 15, 2024
McLeRoy, Inc.
Tally Sheet ITB 2357-B: Ridge Way Culvert Replacement
Due: 2pm, Thursday, February 15, 2024
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
TRAFFIC CONTROL 1.00 LS $ 8,474.80 $ 8,474.80 $ 30,000.34 $ 30,000.34 $ 19,190.00 $ 19,190.00 $ 2,900.00 $ 2,900.00 $ 10,000.00 $ 10,000.00 $ 19,750.00 $ 19,750.00
TEMPORARY GRASSING 0.08 AC $ 8,250.00 $ 660.00 $ 4,397.00 $ 351.76 $ 7,440.00 $ 595.20 $ 840.00 $ 67.20 $ 100.00 $ 8.00 $ 5,500.00 $ 440.00
MULCH 1.00 TN 440.00$ $ 440.00 1,407.00$ $ 1,407.00 928.00$ $ 928.00 595.00$ $ 595.00 200.00$ $ 200.00 250.00$ $ 250.00
CONSTRUCT AND REMOVE CONSTRUCTION EXITS 1.00 EA 3,434.49$ $ 3,434.49 5,079.00$ $ 5,079.00 4,720.00$ $ 4,720.00 1,416.35$ $ 1,416.35 3,000.00$ $ 3,000.00 500.00$ $ 500.00
MAINTENANCE OF TEMPORARY SILT FENCE, TP C 280.00 LF 2.11$ $ 590.80 3.00$ $ 840.00 3.43$ $ 960.40 2.00$ $ 560.00 1.00$ $ 280.00 0.20$ $ 56.00
TEMPOARY SILT FENCE, TP C 280.00 LF 6.94$ $ 1,943.20 4.00$ $ 1,120.00 8.87$ $ 2,483.60 3.25$ $ 910.00 4.00$ $ 1,120.00 4.50$ $ 1,260.00
CLEARING & GRUBBING 1.00 LS 27,006.84$ $ 27,006.84 70,000.00$ $ 70,000.00 39,730.00$ $ 39,730.00 41,063.49$ $ 41,063.49 40,000.00$ $ 40,000.00 21,500.00$ $ 21,500.00
FOUND BKFILL MATL, TP II 137.36 CY 110.67$ $ 15,201.63 179.00$ $ 24,587.44 65.11$ $ 8,943.51 56.93$ $ 7,819.90 50.00$ $ 6,868.00 84.00$ $ 11,538.24
GRADING COMPLETE- 1.00 LS 56,156.24$ $ 56,156.24 40,000.00$ $ 40,000.00 56,565.00$ $ 56,565.00 78,241.35$ $ 78,241.35 25,000.00$ $ 25,000.00 110,361.94$ $ 110,361.94
GR AGGR BASE CRS, 6 INCH, INCL MATL 160.61 SY 37.38$ $ 6,003.60 31.00$ $ 4,978.91 31.00$ $ 4,978.91 7.89$ $ 1,267.21 30.00$ $ 4,818.30 18.50$ $ 2,971.29
RECYCLED ASPH CONC 9.5 MM SUPERPAVE, TYPE II, GP 2
ONLY, INCL BITUM MATL & H LIME
13.720 TN 382.14$ $ 5,242.96 430.00$ $ 5,899.60 248.18$ $ 3,405.03 533.64$ $ 7,321.54 500.00$ $ 6,860.00 380.00$ $ 5,213.60
RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL
BITUM MATL & H LIME
18.30 TN 281.26$ $ 5,147.06 697.00$ $ 12,755.10 246.16$ $ 4,504.73 533.66$ $ 9,765.98 500.00$ $ 9,150.00 300.00$ $ 5,490.00
TACK COAT 8.13 GL 38.42$ $ 312.35 107.00$ $ 869.91 41.18$ $ 334.79 8.00$ $ 65.04 40.00$ $ 325.20 80.00$ $ 650.40
CONCRETE HEADWALLS 2.00 EA 3,763.73$ $ 7,527.46 38,777.00$ $ 77,554.00 5,133.00$ $ 10,266.00 2,815.86$ $ 5,631.72 5,000.00$ $ 10,000.00 3,400.00$ $ 6,800.00
CONC CURB & GUTTER, 6 IN X 24 IN, TP 2 122.00 LF 51.79$ $ 6,318.38 89.00$ $ 10,858.00 32.16$ $ 3,923.52 15.85$ $ 1,933.70 80.00$ $ 9,760.00 30.00$ $ 3,660.00
STORM DRAIN PIPE, HDPE, 36 IN, H 1-10 181.00 LF 130.32$ $ 23,587.92 400.00$ $ 72,400.00 162.87$ $ 29,479.47 58.21$ $ 10,536.01 335.00$ $ 60,635.00 140.00$ $ 25,340.00
STORM DRAIN PIPE, RCP, 42 IN, H 1-10 32.00 LF 342.82$ $ 10,970.24 1,036.00$ $ 33,152.00 361.18$ $ 11,557.76 153.30$ $ 4,905.60 370.00$ $ 11,840.00 320.00$ $ 10,240.00
STORM DRAIN PIPE, HDPE, 42 IN, H 1-10 121.00 LF 144.93$ $ 17,536.53 818.00$ $ 98,978.00 209.57$ $ 25,357.97 74.36$ $ 8,997.56 370.00$ $ 44,770.00 280.00$ $ 33,880.00
STN DUMPED RIP RAP, TP 3, 12 IN 196.78 SY 45.19$ $ 8,892.49 55.00$ $ 10,822.90 139.92$ $ 27,533.46 21.18$ $ 4,167.80 100.00$ $ 19,678.00 60.00$ $ 11,806.80
PLASTIC FILTER FABRIC 196.78 SY 7.06$ $ 1,389.27 18.00$ $ 3,542.04 9.41$ $ 1,851.70 1.75$ $ 344.37 10.00$ $ 1,967.80 3.50$ $ 688.73
CATCH BASIN, GP 2 2.00 EA 8,204.95$ $ 16,409.90 31,532.00$ $ 63,064.00 10,650.00$ $ 21,300.00 5,264.27$ $ 10,528.54 15,000.00$ $ 30,000.00 12,500.00$ $ 25,000.00
CATCH BASIN, GP 2, ADDL DEPTH 5.00 LF 487.61$ $ 2,438.05 1,678.00$ $ 8,390.00 790.00$ $ 3,950.00 417.99$ $ 2,089.95 800.00$ $ 4,000.00 150.00$ $ 750.00
DROP INLET, GP 1, TYPE C WITH WEIR 2.00 EA 8,170.94$ $ 16,341.88 26,491.00$ $ 52,982.00 8,960.00$ $ 17,920.00 5,016.63$ $ 10,033.26 12,000.00$ $ 24,000.00 6,500.00$ $ 13,000.00
DROP INLET, GP 1, TYPE C WITH WEIR, ADDL DEPTH 5.00 LF 487.61$ $ 2,438.05 959.00$ $ 4,795.00 778.00$ $ 3,890.00 518.90$ $ 2,594.50 800.00$ $ 4,000.00 150.00$ $ 750.00
SOD 1,536.00 SY 16.50$ $ 25,344.00 18.00$ $ 27,648.00 13.15$ $ 20,198.40 6.37$ $ 9,784.32 25.00$ $ 38,400.00 12.50$ $ 19,200.00
ALLOWANCE 1.00 LS 25,000.00$ $ 25,000.00 25,000.00$ $ 25,000.00 25,000.00$ $ 25,000.00 25,000.00$ $ 25,000.00 25,000.00$ $ 25,000.00 25,000.00$ $ 25,000.00
294,808.14$ 687,075.00$ 349,567.45$ 248,540.39$ 391,680.30$ 356,097.00$
ITEM DESCRIPTION
ESTIMATED
QUANTITY
UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
REMOVE WATER MAIN, 6 IN 40.00 LF 20.00$ $ 800.00 300.00$ $ 12,000.00 61.05$ $ 2,442.00 38.87$ $ 1,554.80 100.00$ $ 4,000.00 25.00$ $ 1,000.00
WATER MAIN, 6 IN, DIP 40.00 LF 50.00$ $ 2,000.00 485.00$ $ 19,400.00 791.80$ $ 31,672.00 163.24$ $ 6,529.60 200.00$ $ 8,000.00 120.00$ $ 4,800.00
VALVE MARKER 2.00 EA 75.00$ $ 150.00 2,050.00$ $ 4,100.00 350.00$ $ 700.00 55.81$ $ 111.62 100.00$ $ 200.00 300.00$ $ 600.00
GATE VALVE, 6 IN 2.00 EA 950.00$ $ 1,900.00 6,600.00$ $ 13,200.00 3,165.00$ $ 6,330.00 4,243.52$ $ 8,487.04 5,000.00$ $ 10,000.00 3,200.00$ $ 6,400.00
STEEL CASING, 12 IN 16.00 LF 81.25$ $ 1,300.00 1,110.00$ $ 17,760.00 414.00$ $ 6,624.00 93.06$ $ 1,488.96 400.00$ $ 6,400.00 350.00$ $ 5,600.00 Red font indicates a calculation error which has been corrected
Ryde Grading, Inc. Site Engineering, Inc.Piedmont Paving, Inc.
Summit Construction &
Development RDJE, Inc.
Redland Grading Company, Inc.
Sheet1
File details come from the government source that posted it. Updated .