2357_B Tally Sheet revised.pdf

ITEM DESCRIPTION EST QUANTITY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT TRAFFIC CONTROL 1.00 LS $ 30,000.34 $ 30,000.34 $ 10,000.00 $ 10,000.00 $ 19,190.00 $ 19,190.00 $ 21,767.33 $ 21,767.33 TEMPORARY GRASSING 0.08 AC $ 4,397.00 $ 351.76 $ 100.00 $ 8.00 $ 7,440.00 $ 595.20 $ 6,185.63 $ 494.85 MULCH 1.00 TN 1,407.00$ $ 1,407.00 200.00$ $ 200.00 928.00$ $ 928.00 583.21$ $ 583.21 CONSTRUCT AND REMOVE CONSTRUCTION EXITS 1.00 EA 5,079.00$ $ 5,079.00 3,000.00$ $ 3,000.00 4,720.00$ $ 4,720.00 1.00$ $ 1.00 MAINTENANCE OF TEMPORARY SILT FENCE, TP C 280.00 LF 3.00$ $ 840.00 1.00$ $ 280.00 3.43$ $ 960.40 2.36$ $ 660.80 TEMPOARY SILT FENCE, TP C 280.00 LF 4.00$ $ 1,120.00 4.00$ $ 1,120.00 8.87$ $ 2,483.60 5.80$ $ 1,624.00 CLEARING & GRUBBING 1.00 LS 70,000.00$ $ 70,000.00 40,000.00$ $ 40,000.00 39,730.00$ $ 39,730.00 12,010.75$ $ 12,010.75 FOUND BKFILL MATL, TP II 137.36 CY 179.00$ $ 24,587.44 50.00$ $ 6,868.00 65.11$ $ 8,943.51 98.02$ $ 13,464.03 GRADING COMPLETE- 1.00 LS 40,000.00$ $ 40,000.00 25,000.00$ $ 25,000.00 56,565.00$ $ 56,565.00 81,375.76$ $ 81,375.76 GR AGGR BASE CRS, 6 INCH, INCL MATL 160.61 SY 31.00$ $ 4,978.91 30.00$ $ 4,818.30 31.00$ $ 4,978.91 44.28$ $ 7,111.81

9.5 MM SUPERPAVE, TYPE II, GP 2 ONLY, INCL BITUM MATL

& H LIME

13.72 TN 430.00$ $ 5,899.60 500.00$ $ 6,860.00 248.18$ $ 3,405.03 700.65$ $ 9,612.92

19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H

LIME

18.30 TN 697.00$ $ 12,755.10 500.00$ $ 9,150.00 246.16$ $ 4,504.73 639.69$ $ 11,706.33

TACK COAT 8.13 GL 107.00$ $ 869.91 40.00$ $ 325.20 41.18$ $ 334.79 17.08$ $ 138.86 CONCRETE HEADWALLS 2.00 EA 38,777.00$ $ 77,554.00 5,000.00$ $ 10,000.00 5,133.00$ $ 10,266.00 7,003.03$ $ 14,006.06 CONC CURB & GUTTER, 6 IN X 24 IN, TP 2 122.00 LF 89.00$ $ 10,858.00 80.00$ $ 9,760.00 32.16$ $ 3,923.52 70.77$ $ 8,633.94 STORM DRAIN PIPE, HDPE, 36 IN, H 1-10 181.00 LF 400.00$ $ 72,400.00 335.00$ $ 60,635.00 162.87$ $ 29,479.47 127.41$ $ 23,061.21 STORM DRAIN PIPE, RCP, 42 IN, H 1-10 32.00 LF 1,036.00$ $ 33,152.00 370.00$ $ 11,840.00 361.18$ $ 11,557.76 564.24$ $ 18,055.68 STORM DRAIN PIPE, HDPE, 42 IN, H 1-10 121.00 LF 818.00$ $ 98,978.00 370.00$ $ 44,770.00 209.57$ $ 25,357.97 142.62$ $ 17,257.02 STN DUMPED RIP RAP, TP 3, 12 IN 196.78 SY 55.00$ $ 10,822.90 100.00$ $ 19,678.00 139.92$ $ 27,533.46 131.76$ $ 25,927.73 PLASTIC FILTER FABRIC 196.78 SY 18.00$ $ 3,542.04 10.00$ $ 1,967.80 9.41$ $ 1,851.70 5.42$ $ 1,066.55 CATCH BASIN, GP 2 2.00 EA 31,532.00$ $ 63,064.00 15,000.00$ $ 30,000.00 10,650.00$ $ 21,300.00 6,592.71$ $ 13,185.42 CATCH BASIN, GP 2, ADDL DEPTH 5.00 LF 1,678.00$ $ 8,390.00 800.00$ $ 4,000.00 790.00$ $ 3,950.00 326.65$ $ 1,633.25 DROP INLET, GP 1, TYPE C WITH WEIR 2.00 EA 26,491.00$ $ 52,982.00 12,000.00$ $ 24,000.00 8,960.00$ $ 17,920.00 4,988.28$ $ 9,976.56 DROP INLET, GP 1, TYPE C WITH WEIR, ADDL DEPTH 5.00 LF 959.00$ $ 4,795.00 800.00$ $ 4,000.00 778.00$ $ 3,890.00 755.67$ $ 3,778.35 SOD 1,536.00 SY 18.00$ $ 27,648.00 25.00$ $ 38,400.00 13.15$ $ 20,198.40 23.56$ $ 36,188.16 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

687,075.00$ 391,680.30$ 349,567.45$ 358,321.57$

ALTERNATES EST QUANTITY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT

REMOVE WATER MAIN, 6 IN 40.00 LF 300.00$ $ 12,000.00 100.00$ $ 4,000.00 61.05$ $ 2,442.00 126.50$ $ 5,060.00 WATER MAIN, 6 IN, DIP 40.00 LF 485.00$ $ 19,400.00 200.00$ $ 8,000.00 791.80$ $ 31,672.00 169.68$ $ 6,787.20 VALVE MARKER 2.00 EA 2,050.00$ $ 4,100.00 100.00$ $ 200.00 350.00$ $ 700.00 90.48$ $ 180.96 GATE VALVE, 6 IN 2.00 EA 6,600.00$ $ 13,200.00 5,000.00$ $ 10,000.00 3,165.00$ $ 6,330.00 2,347.71$ $ 4,695.42 STEEL CASING, 12 IN 16.00 LF 1,110.00$ $ 17,760.00 400.00$ $ 6,400.00 414.00$ $ 6,624.00 324.32$ $ 5,189.12 Total Alternate 66,460.00$ 28,600.00$ 47,768.00$ 21,912.70$ Total bid including alternate 753,535.00$ 420,280.30$ 397,335.45$ 380,234.27$ Red font indicates calculation error that has been corrected.

Tally Sheet ITB 2357-B: Ridge Way Culvert Replacement

HelixSite Engineering, Inc.RDJE, Inc. Redland Grading Company, Inc.

Tally Sheet

ITEM DESCRIPTION EST QUANTITY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT TRAFFIC CONTROL 1.00 LS $ 19,750.00 $ 19,750.00 $ 22,500.00 $ 22,500.00 $ 20,812.63 $ 20,812.63 $ 21,778.19 $ 21,778.19 TEMPORARY GRASSING 0.08 AC $ 5,500.00 $ 440.00 $ 100.00 $ 8.00 $ 2,173.50 $ 173.88 $ 1,219.58 $ 97.57

MULCH 1.00 TN 250.00$ $ 250.00 1.00$ $ 1.00 434.70$ $ 434.70 718.69$ $ 718.69

CONSTRUCT AND REMOVE CONSTRUCTION EXITS 1.00 EA 500.00$ $ 500.00 3,500.00$ $ 3,500.00 3,764.47$ $ 3,764.47 4,119.32$ $ 4,119.32 MAINTENANCE OF TEMPORARY SILT FENCE, TP C 280.00 LF 0.20$ $ 56.00 1.00$ $ 280.00 0.01$ $ 2.80 2.91$ $ 814.80 TEMPOARY SILT FENCE, TP C 280.00 LF 4.50$ $ 1,260.00 12.00$ $ 3,360.00 3.73$ $ 1,044.40 7.12$ $ 1,993.60 CLEARING & GRUBBING 1.00 LS 21,500.00$ $ 21,500.00 15,650.00$ $ 15,650.00 23,671.72$ $ 23,671.72 12,404.86$ $ 12,404.86 FOUND BKFILL MATL, TP II 137.36 CY 84.00$ $ 11,538.24 2.00$ $ 274.72 155.10$ $ 21,304.54 59.12$ $ 8,120.72 GRADING COMPLETE- 1.00 LS 110,361.94$ $ 110,361.94 18,400.00$ $ 18,400.00 39,696.44$ $ 39,696.44 22,699.69$ $ 22,699.69 GR AGGR BASE CRS, 6 INCH, INCL MATL 160.61 SY 18.50$ $ 2,971.29 30.00$ $ 4,818.30 26.74$ $ 4,294.71 50.96$ $ 8,184.69

9.5 MM SUPERPAVE, TYPE II, GP 2 ONLY, INCL BITUM MATL

& H LIME

13.72 TN 380.00$ $ 5,213.60 820.00$ $ 11,250.40 352.27$ $ 4,833.14 729.51$ $ 10,008.88

19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H

LIME

18.30 TN 300.00$ $ 5,490.00 850.00$ $ 15,555.00 479.41$ $ 8,773.20 1,535.26$ $ 28,095.26

TACK COAT 8.13 GL 80.00$ $ 650.40 500.00$ $ 4,065.00 4.34$ $ 35.28 8.97$ $ 72.93

CONCRETE HEADWALLS 2.00 EA 3,400.00$ $ 6,800.00 5,155.00$ $ 10,310.00 10,285.57$ $ 20,571.14 6,287.94$ $ 12,575.88 CONC CURB & GUTTER, 6 IN X 24 IN, TP 2 122.00 LF 30.00$ $ 3,660.00 60.00$ $ 7,320.00 42.17$ $ 5,144.74 31.94$ $ 3,896.68 STORM DRAIN PIPE, HDPE, 36 IN, H 1-10 181.00 LF 140.00$ $ 25,340.00 230.00$ $ 41,630.00 170.10$ $ 30,788.10 108.33$ $ 19,607.73 STORM DRAIN PIPE, RCP, 42 IN, H 1-10 32.00 LF 320.00$ $ 10,240.00 820.00$ $ 26,240.00 275.28$ $ 8,808.96 383.73$ $ 12,279.36 STORM DRAIN PIPE, HDPE, 42 IN, H 1-10 121.00 LF 280.00$ $ 33,880.00 310.00$ $ 37,510.00 192.25$ $ 23,262.25 149.65$ $ 18,107.65 STN DUMPED RIP RAP, TP 3, 12 IN 196.78 SY 60.00$ $ 11,806.80 65.00$ $ 12,790.70 106.72$ $ 21,000.36 67.70$ $ 13,322.01 PLASTIC FILTER FABRIC 196.78 SY 3.50$ $ 688.73 25.00$ $ 4,919.50 13.08$ $ 2,573.88 8.93$ $ 1,757.25 CATCH BASIN, GP 2 2.00 EA 12,500.00$ $ 25,000.00 13,500.00$ $ 27,000.00 12,779.13$ $ 25,558.26 10,777.68$ $ 21,555.36 CATCH BASIN, GP 2, ADDL DEPTH 5.00 LF 150.00$ $ 750.00 500.00$ $ 2,500.00 1.24$ $ 6.20 433.09$ $ 2,165.45 DROP INLET, GP 1, TYPE C WITH WEIR 2.00 EA 6,500.00$ $ 13,000.00 8,750.00$ $ 17,500.00 10,165.71$ $ 20,331.42 10,557.03$ $ 21,114.06 DROP INLET, GP 1, TYPE C WITH WEIR, ADDL DEPTH 5.00 LF 150.00$ $ 750.00 500.00$ $ 2,500.00 1.24$ $ 6.20 433.09$ $ 2,165.45 SOD 1,536.00 SY 12.50$ $ 19,200.00 14.00$ $ 21,504.00 14.90$ $ 22,886.40 23.01$ $ 35,343.36 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

356,097.00$ 336,386.62$ 334,779.83$ 307,999.42$

ALTERNATES EST QUANTITY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT REMOVE WATER MAIN, 6 IN 40.00 LF 25.00$ $ 1,000.00 50.00$ $ 2,000.00 13.04$ $ 521.60 12.43$ $ 497.20 WATER MAIN, 6 IN, DIP 40.00 LF 120.00$ $ 4,800.00 320.00$ $ 12,800.00 106.26$ $ 4,250.40 416.25$ $ 16,650.00 VALVE MARKER 2.00 EA 300.00$ $ 600.00 125.00$ $ 250.00 853.98$ $ 1,707.96 217.34$ $ 434.68 GATE VALVE, 6 IN 2.00 EA 3,200.00$ $ 6,400.00 3,000.00$ $ 6,000.00 1,731.10$ $ 3,462.20 3,607.77$ $ 7,215.54 STEEL CASING, 12 IN 16.00 LF 350.00$ $ 5,600.00 250.00$ $ 4,000.00 278.70$ $ 4,459.20 359.70$ $ 5,755.20 Total Alternate 18,400.00$ 25,050.00$ 14,401.36$ 30,552.62$ Total bid including alternate 374,497.00$ 361,436.62$ 349,181.19$ 338,552.04$ Red font indicates calculation error that has been corrected.

Crawford Grading F. S. Scarbrough LLCSummit Construction & Development

McLeRoy, Inc.

Tally Sheet

ITEM DESCRIPTION EST QUANTITY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT

TRAFFIC CONTROL 1.00 LS $ 43,002.75 $ 43,002.75 $ 8,474.80 $ 8,474.80

TEMPORARY GRASSING 0.08 AC $ 5,150.00 $ 412.00 $ 8,250.00 $ 660.00

MULCH 1.00 TN 772.50$ $ 772.50 440.00$ $ 440.00

CONSTRUCT AND REMOVE CONSTRUCTION EXITS 1.00 EA 3,249.24$ $ 3,249.24 3,434.49$ $ 3,434.49 MAINTENANCE OF TEMPORARY SILT FENCE, TP C 280.00 LF 1.96$ $ 548.80 2.11$ $ 590.80

TEMPOARY SILT FENCE, TP C 280.00 LF 3.61$ $ 1,010.80 6.94$ $ 1,943.20

CLEARING & GRUBBING 1.00 LS 34,079.39$ $ 34,079.39 27,006.84$ $ 27,006.84

FOUND BKFILL MATL, TP II 137.36 CY 129.21$ $ 17,748.29 110.67$ $ 15,201.63

GRADING COMPLETE- 1.00 LS 20,391.00$ $ 20,391.00 56,156.24$ $ 56,156.24

GR AGGR BASE CRS, 6 INCH, INCL MATL 160.61 SY 27.26$ $ 4,378.23 37.38$ $ 6,003.60

9.5 MM SUPERPAVE, TYPE II, GP 2 ONLY, INCL BITUM MATL

& H LIME

13.72 TN 431.57$ $ 5,921.14 382.14$ $ 5,242.96

19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H

LIME

18.30 TN 426.42$ $ 7,803.49 281.26$ $ 5,147.06

TACK COAT 8.13 GL 22.66$ $ 184.23 38.42$ $ 312.35

CONCRETE HEADWALLS 2.00 EA 4,023.26$ $ 8,046.52 3,763.73$ $ 7,527.46

CONC CURB & GUTTER, 6 IN X 24 IN, TP 2 122.00 LF 66.08$ $ 8,061.76 51.79$ $ 6,318.38 STORM DRAIN PIPE, HDPE, 36 IN, H 1-10 181.00 LF 98.60$ $ 17,846.60 130.32$ $ 23,587.92 STORM DRAIN PIPE, RCP, 42 IN, H 1-10 32.00 LF 478.60$ $ 15,315.20 342.82$ $ 10,970.24 STORM DRAIN PIPE, HDPE, 42 IN, H 1-10 121.00 LF 130.83$ $ 15,830.43 144.93$ $ 17,536.53

STN DUMPED RIP RAP, TP 3, 12 IN 196.78 SY 40.28$ $ 7,926.30 45.19$ $ 8,892.49

PLASTIC FILTER FABRIC 196.78 SY 6.42$ $ 1,263.33 7.06$ $ 1,389.27

CATCH BASIN, GP 2 2.00 EA 8,961.26$ $ 17,922.52 8,204.95$ $ 16,409.90

CATCH BASIN, GP 2, ADDL DEPTH 5.00 LF 779.73$ $ 3,898.65 487.61$ $ 2,438.05

DROP INLET, GP 1, TYPE C WITH WEIR 2.00 EA 6,156.92$ $ 12,313.84 8,170.94$ $ 16,341.88 DROP INLET, GP 1, TYPE C WITH WEIR, ADDL DEPTH 5.00 LF 779.73$ $ 3,898.65 487.61$ $ 2,438.05

SOD 1,536.00 SY 11.00$ $ 16,896.00 16.50$ $ 25,344.00

ALLOWANCE 1.00 LS 25,000.00$ $ 25,000.00 25,000.00$ $ 25,000.00

293,721.64$ 294,808.14$

ALTERNATES EST QUANTITY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT

REMOVE WATER MAIN, 6 IN 40.00 LF 41.20$ $ 1,648.00 20.00$ $ 800.00

WATER MAIN, 6 IN, DIP 40.00 LF 154.50$ $ 6,180.00 50.00$ $ 2,000.00

VALVE MARKER 2.00 EA 309.00$ $ 618.00 75.00$ $ 150.00

GATE VALVE, 6 IN 2.00 EA 8,240.00$ $ 16,480.00 950.00$ $ 1,900.00

STEEL CASING, 12 IN 16.00 LF 206.00$ $ 3,296.00 81.25$ $ 1,300.00

Total Alternate 28,222.00$ 6,150.00$ Total bid including alternate 321,943.64$ 300,958.14$ Red font indicates calculation error that has been corrected.

*Disqualified due to work performance under Contract 1516-B Broom Blvd. Culvert Replacement and references provided with bid.

D i s q u a l i f i e d

Disqualified

Blount Construction Ryde Grading, Inc.*Piedmond Paving, Inc.

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