Bid Tabulations
Letting of
06/29/2011
LA DOTD Headquarters
| Lead Project: 828-12-0021-R1 | |
| Parish: Lafayette | |
| Routes: LA 339 | |
| Description: VEROT SCHOOL RD(C&G)&DIGBY,PILLETTE,&LOZES OUTFALL DRAIN IMP | |
| Type Const: CLEARING AND GRUBBING, GRADING, CLASS II BASE COURSE, DRAINAGE STRUCTURES, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK | |
| Estimated Construction Cost: $14,918,202.43 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 43371 | RMD Holdings Ltd | $11,992,003.92 |
| 2 | 38325 | Great Southern Dredging Inc | $12,669,613.88 |
| 3 | 38936 | Southern Industrial Contractors Llc | $12,919,834.32 |
| 4 | 32954 | Gulf Equipment Corp. Of Alabama | $13,036,600.97 |
| 5 | 05173 | E.B. Feucht & Sons Inc. | $15,286,778.18 |
| 6 | 34567 | James Construction Group LLC | $15,353,562.95 |
| 7 | 12312 | Gilchrist Construction Co. LLC | $15,744,331.80 |
| 8 | 33663 | Glenn Lege Construction Inc | $16,504,161.32 |
| 9 | 36827 | Shavers-Whittle Construction LLC | $16,949,098.95 |
| 10 | 39462 | Jb James Construction Llc | $17,226,007.90 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - RMD Holdings Ltd |
- 2 - Great Southern Dredging Inc |
- 3 - Southern Industrial Contractors Llc |
- 4 - Gulf Equipment Corp. Of Alabama |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 323,529.40 | 323,529.40 | 328,412.00 | 328,412.00 | 320,000.00 | 320,000.00 | 807,000.00 | 807,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 11,764.71 | 11,764.71 | 280,045.00 | 280,045.00 | 12,000.00 | 12,000.00 | 68,200.00 | 68,200.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 1,730 | SQYD | 17.65 | 30,534.50 | 23.60 | 40,828.00 | 10.00 | 17,300.00 | 17.05 | 29,496.50 |
| 0004 | 202-02-12020 | Removal of Fence (Chain Link) | 1,515 | LNFT | 1.55 | 2,348.25 | 2.40 | 3,636.00 | 2.00 | 3,030.00 | 2.27 | 3,439.05 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,024.3 | SQYD | 12.16 | 12,455.49 | 13.00 | 13,315.90 | 4.00 | 4,097.20 | 10.23 | 10,478.59 |
| 0006 | 203-03-00100 | Embankment | 22,733 | CUYD | 17.00 | 386,461.00 | 26.00 | 591,058.00 | 5.00 | 113,665.00 | 14.77 | 335,766.41 |
| 0007 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,000 | CUYD | 20.60 | 20,600.00 | 28.48 | 28,480.00 | 20.00 | 20,000.00 | 22.73 | 22,730.00 |
| 0008 | 204-02-00100 | Temporary Hay or Straw Bales | 271 | EACH | 6.47 | 1,753.37 | 17.00 | 4,607.00 | 20.00 | 5,420.00 | 6.25 | 1,693.75 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 58 | EACH | 164.71 | 9,553.18 | 165.00 | 9,570.00 | 100.00 | 5,800.00 | 159.09 | 9,227.22 |
| 0010 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 3 | EACH | 235.29 | 705.87 | 3,452.00 | 10,356.00 | 1,000.00 | 3,000.00 | 284.09 | 852.27 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 24,380 | LNFT | 1.35 | 32,913.00 | 1.60 | 39,008.00 | 1.25 | 30,475.00 | 1.48 | 36,082.40 |
| 0012 | 204-07-00100 | Temporary Stone Construction Entrance | 17 | EACH | 984.21 | 16,731.57 | 3,125.00 | 53,125.00 | 3,500.00 | 59,500.00 | 2,840.91 | 48,295.47 |
| 0013 | 302-02-03000 | Class II Base Course (8" Thick) | 986.3 | SQYD | 22.88 | 22,566.54 | 34.08 | 33,613.10 | 19.16 | 18,897.51 | 26.14 | 25,781.88 |
| 0014 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,100 | CUYD | 85.91 | 94,501.00 | 119.04 | 130,944.00 | 80.00 | 88,000.00 | 69.32 | 76,252.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 112.9 | TON | 194.12 | 21,916.15 | 170.00 | 19,193.00 | 250.00 | 28,225.00 | 227.27 | 25,658.78 |
| 0016 | 701-03-01000 | Storm Drain Pipe (15" RCP/PP) | 368 | LNFT | 69.03 | 25,403.04 | 48.00 | 17,664.00 | 25.00 | 9,200.00 | 44.89 | 16,519.52 |
| 0017 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 194 | LNFT | 78.20 | 15,170.80 | 70.50 | 13,677.00 | 30.00 | 5,820.00 | 48.30 | 9,370.20 |
| 0018 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 294 | LNFT | 102.82 | 30,229.08 | 64.00 | 18,816.00 | 45.00 | 13,230.00 | 61.36 | 18,039.84 |
| 0019 | 701-03-01060 | Storm Drain Pipe (30" RCP/PP) | 110 | LNFT | 112.91 | 12,420.10 | 94.00 | 10,340.00 | 63.50 | 6,985.00 | 78.41 | 8,625.10 |
| 0020 | 701-03-01080 | Storm Drain Pipe (36" RCP/PP) | 307 | LNFT | 134.43 | 41,270.01 | 105.00 | 32,235.00 | 83.50 | 25,634.50 | 96.59 | 29,653.13 |
| 0021 | 701-03-01090 | Storm Drain Pipe (42" RCP/PP) | 16 | LNFT | 194.29 | 3,108.64 | 160.00 | 2,560.00 | 150.00 | 2,400.00 | 170.45 | 2,727.20 |
| 0022 | 701-03-01140 | Storm Drain Pipe (60" RCP) | 1,681 | LNFT | 307.09 | 516,218.29 | 423.00 | 711,063.00 | 208.00 | 349,648.00 | 319.32 | 536,776.92 |
| 0023 | 701-07-00100 | Yard Drain Pipe (4") | 211 | LNFT | 16.99 | 3,584.89 | 19.00 | 4,009.00 | 14.00 | 2,954.00 | 19.60 | 4,135.60 |
| 0024 | 701-07-00200 | Yard Drain Pipe (6") | 122 | LNFT | 17.28 | 2,108.16 | 26.00 | 3,172.00 | 15.00 | 1,830.00 | 20.40 | 2,488.80 |
| 0025 | 701-07-00300 | Yard Drain Pipe (8") | 170 | LNFT | 26.42 | 4,491.40 | 28.70 | 4,879.00 | 18.00 | 3,060.00 | 21.95 | 3,731.50 |
| 0026 | 701-07-00500 | Yard Drain Pipe (12") | 719 | LNFT | 29.56 | 21,253.64 | 36.00 | 25,884.00 | 20.00 | 14,380.00 | 25.00 | 17,975.00 |
| 0027 | 701-15-00100 | Concrete Collar | 43 | EACH | 744.80 | 32,026.40 | 444.00 | 19,092.00 | 500.00 | 21,500.00 | 511.36 | 21,988.48 |
| 0028 | 702-02-00100 | Manholes (MH-06) | 3 | EACH | 12,569.41 | 37,708.23 | 6,413.00 | 19,239.00 | 5,000.00 | 15,000.00 | 5,994.32 | 17,982.96 |
| 0029 | 702-02-00200 | Manholes (R-CB-11) | 4 | EACH | 3,453.14 | 13,812.56 | 6,576.00 | 26,304.00 | 5,000.00 | 20,000.00 | 3,062.50 | 12,250.00 |
| 0030 | 702-03-00100 | Catch Basins (CB-01) | 7 | EACH | 2,681.92 | 18,773.44 | 3,192.00 | 22,344.00 | 2,500.00 | 17,500.00 | 2,119.32 | 14,835.24 |
| 0031 | 702-03-00200 | Catch Basins (CB-02) | 8 | EACH | 3,962.75 | 31,702.00 | 4,685.00 | 37,480.00 | 3,500.00 | 28,000.00 | 4,494.32 | 35,954.56 |
| 0032 | 702-03-00300 | Catch Basins (CB-04) | 20 | EACH | 1,552.39 | 31,047.80 | 2,247.00 | 44,940.00 | 1,000.00 | 20,000.00 | 1,812.50 | 36,250.00 |
| 0033 | 702-03-00400 | Catch Basins (CB-05) | 14 | EACH | 1,135.54 | 15,897.56 | 1,514.00 | 21,196.00 | 1,000.00 | 14,000.00 | 1,465.91 | 20,522.74 |
| 0034 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 212 | LNFT | 16.47 | 3,491.64 | 16.50 | 3,498.00 | 10.00 | 2,120.00 | 21.59 | 4,577.08 |
| 0035 | 705-06-00300 | Chain Link Fence (6-Foot Height) | 15,878 | LNFT | 19.77 | 313,908.06 | 22.00 | 349,316.00 | 15.00 | 238,170.00 | 29.55 | 469,194.90 |
| 0036 | 705-06-00400 | Chain Link Fence (7 Foot Height) | 237 | LNFT | 22.21 | 5,263.77 | 26.00 | 6,162.00 | 12.00 | 2,844.00 | 31.80 | 7,536.60 |
| 0037 | 705-07-08040 | 10-Foot Single Gates for Chain Link Fence (6 Foot Height) | 6 | EACH | 705.88 | 4,235.28 | 1,166.00 | 6,996.00 | 1,000.00 | 6,000.00 | 1,364.00 | 8,184.00 |
| 0038 | 706-01-00100 | Concrete Walk (4" Thick) | 209.7 | SQYD | 41.18 | 8,635.45 | 51.45 | 10,789.07 | 50.00 | 10,485.00 | 39.77 | 8,339.77 |
| 0039 | 706-02-00200 | Concrete Drive (6" Thick) | 1,519.5 | SQYD | 45.05 | 68,453.48 | 55.44 | 84,241.08 | 60.00 | 91,170.00 | 43.52 | 66,128.64 |
| 0040 | 707-01-00200 | Concrete Curb (Barrier) | 895 | LNFT | 17.83 | 15,957.85 | 19.00 | 17,005.00 | 7.00 | 6,265.00 | 19.32 | 17,291.40 |
| 0041 | 710-01-00100 | Flowable Fill | 3 | CUYD | 205.88 | 617.64 | 401.00 | 1,203.00 | 200.00 | 600.00 | 738.64 | 2,215.92 |
| 0042 | 712-04-00100 | Flexible Revetment | 123 | SQYD | 76.72 | 9,436.56 | 168.00 | 20,664.00 | 75.00 | 9,225.00 | 78.41 | 9,644.43 |
| 0043 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 89,264.71 | 89,264.71 | 130,300.00 | 130,300.00 | 31,250.00 | 31,250.00 | 85,227.27 | 85,227.27 |
| 0044 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 620 | LNFT | 3.53 | 2,188.60 | 8.20 | 5,084.00 | 10.00 | 6,200.00 | 3.41 | 2,114.20 |
| 0045 | 715-01-00100 | Topsoil | 3,958 | CUYD | 21.82 | 86,363.56 | 20.50 | 81,139.00 | 15.16 | 60,003.28 | 26.14 | 103,462.12 |
| 0046 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 41 | SQYD | 3.53 | 144.73 | 14.00 | 574.00 | 123.00 | 5,043.00 | 96.59 | 3,960.19 |
| 0047 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 22,058.82 | 22,058.82 | 137,169.00 | 137,169.00 | 30,000.00 | 30,000.00 | 123,863.64 | 123,863.64 |
| 0048 | 723-01-00100 | Granular Material (Net Section) | 21,961 | CUYD | 21.97 | 482,483.17 | 43.00 | 944,323.00 | 17.28 | 379,486.08 | 23.92 | 525,307.12 |
| 0049 | 725-01-00100 | Temporary Detour Roads | 2,053.5 | SQYD | 100.29 | 205,945.52 | 43.00 | 88,300.50 | 49.99 | 102,654.47 | 45.68 | 93,803.88 |
| 0050 | 727-01-00100 | Mobilization | 1 | LUMP | 1,382,109.00 | 1,382,109.00 | 696,340.00 | 696,340.00 | 500,000.00 | 500,000.00 | 1,247,500.00 | 1,247,500.00 |
| 0051 | 739-01-00100 | Hydro-Seeding | 12.94 | ACRE | 1,352.94 | 17,507.04 | 1,791.50 | 23,182.01 | 2,000.00 | 25,880.00 | 1,306.82 | 16,910.25 |
| 0052 | 740-01-00100 | Construction Layout | 1 | LUMP | 104,705.90 | 104,705.90 | 300,773.00 | 300,773.00 | 614,000.00 | 614,000.00 | 73,863.64 | 73,863.64 |
| 0053 | 803-05-00100 | Temporary Sheeting | 1 | LUMP | 623,529.40 | 623,529.40 | 536,883.00 | 536,883.00 | 1,200,000.00 | 1,200,000.00 | 51,136.36 | 51,136.36 |
| 0054 | 805-12-01060 | Reinforced Concrete Box Culverts (7' x 4') | 12 | LNFT | 710.41 | 8,524.92 | 1,554.00 | 18,648.00 | 1,000.00 | 12,000.00 | 772.73 | 9,272.76 |
| 0055 | NS-203-00002 | Aggregate For Concrete Channel (Theoretical Measurement) | 3,124.4 | CUYD | 77.72 | 242,828.37 | 106.00 | 331,186.40 | 103.50 | 323,375.40 | 94.32 | 294,693.41 |
| 0056 | NS-203-00003 | Aggregate Backfill For Weepholes (Theoretical Measurement) | 1,992.8 | CUYD | 92.20 | 183,736.16 | 104.75 | 208,745.80 | 130.00 | 259,064.00 | 120.45 | 240,032.76 |
| 0057 | NS-203-00004 | Channel Excavation (Theoretical Measurement) | 74,555 | CUYD | 8.79 | 655,338.45 | 12.20 | 909,571.00 | 20.00 | 1,491,100.00 | 15.15 | 1,129,508.25 |
| 0058 | NS-203-00005 | Undercut Excavation (Theoretical Measurement) | 1,493 | CUYD | 14.96 | 22,335.28 | 10.00 | 14,930.00 | 20.00 | 29,860.00 | 28.41 | 42,416.13 |
| 0059 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 2,655 | INLF | 1.06 | 2,814.30 | 5.50 | 14,602.50 | 1.00 | 2,655.00 | 1.14 | 3,026.70 |
| 0060 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 5,515 | INLF | 1.18 | 6,507.70 | 6.50 | 35,847.50 | 1.00 | 5,515.00 | 1.70 | 9,375.50 |
| 0061 | NS-705-00001 | Wire Mesh Fence | 90 | LF | 8.82 | 793.80 | 5.50 | 495.00 | 10.00 | 900.00 | 6.82 | 613.80 |
| 0062 | NS-705-00001 | Wire Mesh Fence (5-Foot Height) | 142 | LF | 8.82 | 1,252.44 | 5.50 | 781.00 | 7.00 | 994.00 | 6.82 | 968.44 |
| 0063 | NS-705-00002 | Temporary Fence | 14,385 | LF | 7.06 | 101,558.10 | 5.50 | 79,117.50 | 5.00 | 71,925.00 | 6.82 | 98,105.70 |
| 0064 | NS-705-00003 | Combination Chain Link/Wood Fence | 1,601 | LF | 52.94 | 84,756.94 | 30.00 | 48,030.00 | 47.88 | 76,655.88 | 36.36 | 58,212.36 |
| 0065 | NS-705-00004 | Chain Link Fence With Barbed Wire Extension | 1,253 | LF | 23.39 | 29,307.67 | 26.00 | 32,578.00 | 10.00 | 12,530.00 | 25.00 | 31,325.00 |
| 0066 | NS-705-00005 | Single Gates For Chain Link Fence With Barbed Wire Extension | 1 | EACH | 882.35 | 882.35 | 1,166.00 | 1,166.00 | 750.00 | 750.00 | 2,840.91 | 2,840.91 |
| 0067 | NS-712-00001 | Flexible Revetment Channel | 807 | SQYD | 76.72 | 61,913.04 | 84.00 | 67,788.00 | 75.00 | 60,525.00 | 85.23 | 68,780.61 |
| 0068 | NS-713-00001 | Dynamic Message Sign Unit | 5 | EACH | 17,952.94 | 89,764.70 | 36,212.60 | 181,063.00 | 10,000.00 | 50,000.00 | 9,090.00 | 45,450.00 |
| 0069 | NS-736-00120 | Construction Photographs And Video | 1 | LUMP | 29,411.76 | 29,411.76 | 39,093.00 | 39,093.00 | 20,000.00 | 20,000.00 | 15,340.00 | 15,340.00 |
| 0071 | NS-805-00021 | Reinforced Concrete Headwall (Theoretical Measurement) | 14.51 | CUYD | 804.55 | 11,674.02 | 680.50 | 9,874.06 | 1,000.00 | 14,510.00 | 593.00 | 8,604.43 |
| 0072 | NS-805-00022 | Reinforced Concrete Vertical Wall Channel And Transitions | 10,364.73 | CUYD | 362.40 | 3,756,178.15 | 341.62 | 3,540,799.06 | 450.00 | 4,664,128.50 | 446.10 | 4,623,706.05 |
| 0073 | NS-805-00023 | Reinforced Concrete Trapezoidal Channel | 1,613.31 | CUYD | 553.42 | 892,838.02 | 340.00 | 548,525.40 | 450.00 | 725,989.50 | 435.00 | 701,789.85 |
| 0074 | NS-805-00024 | Steps For Concrete Channel (Theoretical Measurement) | 774 | EACH | 59.81 | 46,292.94 | 91.00 | 70,434.00 | 30.00 | 23,220.00 | 37.50 | 29,025.00 |
| 0075 | NS-805-00025 | Reinforced Concrete Box Culvert (State Project 828-12-0021, 23, 25, 26 Only (STA. 118+65) (DIGBY AVE.) | 1 | LUMP | 78,823.53 | 78,823.53 | 122,478.00 | 122,478.00 | 97,800.00 | 97,800.00 | 101,420.45 | 101,420.45 |
| 0076 | NS-805-00025 | Reinforced Concrete Box Culvert (State Project 828-12-0021, 23, 25, 26 Only (STA. 127+08) (DOLPHIN ST.) | 1 | LUMP | 103,764.70 | 103,764.70 | 91,944.00 | 91,944.00 | 82,550.00 | 82,550.00 | 76,136.00 | 76,136.00 |
| 0077 | NS-805-00025 | Reinforced Concrete Box Culvert (State Project 828-12-0021, 23, 25, 26 Only (STA. 102+29) (BRIDGE STORAGE DR.) | 1 | LUMP | 68,235.29 | 68,235.29 | 121,037.00 | 121,037.00 | 96,000.00 | 96,000.00 | 100,227.00 | 100,227.00 |
| 0078 | NS-805-00025 | Reinforced Concrete Box Culvert (State Project 828-12-0021, 23, 25, 26 Only (STA. 141+52) (PILLETTE RD.) | 1 | LUMP | 105,000.00 | 105,000.00 | 79,593.00 | 79,593.00 | 92,400.00 | 92,400.00 | 65,909.10 | 65,909.10 |
| 0079 | NS-ENH-06000 | Fence (Wood) (6-Foot Height) | 336 | LNFT | 52.94 | 17,787.84 | 25.00 | 8,400.00 | 40.00 | 13,440.00 | 38.64 | 12,983.04 |
| 0080 | NS-804-00006 | Vibration Monitoring | 70 | DALY | 1,411.76 | 98,823.20 | 398.00 | 27,860.00 | 1,000.00 | 70,000.00 | 511.36 | 35,795.20 |
| CONTRACTOR TOTAL | 11,992,003.92 | 12,669,613.88 | 12,919,834.32 | 13,036,600.97 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - E.B. Feucht & Sons Inc. |
- 6 - James Construction Group LLC |
- 7 - Gilchrist Construction Co. LLC |
- 8 - Glenn Lege Construction Inc |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 300,000.00 | 300,000.00 | 600,000.00 | 600,000.00 | 1,000,000.00 | 1,000,000.00 | 127,866.00 | 127,866.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 145,000.00 | 145,000.00 | 12,000.00 | 12,000.00 | 200,000.00 | 200,000.00 | 16,500.00 | 16,500.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 1,730 | SQYD | 5.00 | 8,650.00 | 15.00 | 25,950.00 | 7.00 | 12,110.00 | 11.00 | 19,030.00 |
| 0004 | 202-02-12020 | Removal of Fence (Chain Link) | 1,515 | LNFT | 4.00 | 6,060.00 | 2.00 | 3,030.00 | 5.00 | 7,575.00 | 12.20 | 18,483.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,024.3 | SQYD | 10.00 | 10,243.00 | 15.00 | 15,364.50 | 8.00 | 8,194.40 | 9.40 | 9,628.42 |
| 0006 | 203-03-00100 | Embankment | 22,733 | CUYD | 10.00 | 227,330.00 | 18.00 | 409,194.00 | 5.00 | 113,665.00 | 20.20 | 459,206.60 |
| 0007 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,000 | CUYD | 16.00 | 16,000.00 | 14.00 | 14,000.00 | 25.00 | 25,000.00 | 20.00 | 20,000.00 |
| 0008 | 204-02-00100 | Temporary Hay or Straw Bales | 271 | EACH | 7.00 | 1,897.00 | 14.00 | 3,794.00 | 25.00 | 6,775.00 | 7.00 | 1,897.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 58 | EACH | 150.00 | 8,700.00 | 115.00 | 6,670.00 | 240.00 | 13,920.00 | 170.00 | 9,860.00 |
| 0010 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 3 | EACH | 1,900.00 | 5,700.00 | 300.00 | 900.00 | 640.00 | 1,920.00 | 250.00 | 750.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 24,380 | LNFT | 2.00 | 48,760.00 | 2.35 | 57,293.00 | 1.50 | 36,570.00 | 1.40 | 34,132.00 |
| 0012 | 204-07-00100 | Temporary Stone Construction Entrance | 17 | EACH | 4,500.00 | 76,500.00 | 3,800.00 | 64,600.00 | 1,000.00 | 17,000.00 | 9,090.00 | 154,530.00 |
| 0013 | 302-02-03000 | Class II Base Course (8" Thick) | 986.3 | SQYD | 34.00 | 33,534.20 | 28.00 | 27,616.40 | 32.00 | 31,561.60 | 30.00 | 29,589.00 |
| 0014 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,100 | CUYD | 50.00 | 55,000.00 | 100.00 | 110,000.00 | 20.00 | 22,000.00 | 110.00 | 121,000.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 112.9 | TON | 220.00 | 24,838.00 | 150.00 | 16,935.00 | 200.00 | 22,580.00 | 250.00 | 28,225.00 |
| 0016 | 701-03-01000 | Storm Drain Pipe (15" RCP/PP) | 368 | LNFT | 25.00 | 9,200.00 | 80.00 | 29,440.00 | 73.00 | 26,864.00 | 69.00 | 25,392.00 |
| 0017 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 194 | LNFT | 30.00 | 5,820.00 | 85.00 | 16,490.00 | 85.00 | 16,490.00 | 71.00 | 13,774.00 |
| 0018 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 294 | LNFT | 40.00 | 11,760.00 | 100.00 | 29,400.00 | 88.00 | 25,872.00 | 65.00 | 19,110.00 |
| 0019 | 701-03-01060 | Storm Drain Pipe (30" RCP/PP) | 110 | LNFT | 60.00 | 6,600.00 | 118.00 | 12,980.00 | 115.00 | 12,650.00 | 110.00 | 12,100.00 |
| 0020 | 701-03-01080 | Storm Drain Pipe (36" RCP/PP) | 307 | LNFT | 75.00 | 23,025.00 | 139.00 | 42,673.00 | 120.00 | 36,840.00 | 150.00 | 46,050.00 |
| 0021 | 701-03-01090 | Storm Drain Pipe (42" RCP/PP) | 16 | LNFT | 80.00 | 1,280.00 | 240.00 | 3,840.00 | 300.00 | 4,800.00 | 235.00 | 3,760.00 |
| 0022 | 701-03-01140 | Storm Drain Pipe (60" RCP) | 1,681 | LNFT | 225.00 | 378,225.00 | 297.00 | 499,257.00 | 265.00 | 445,465.00 | 280.00 | 470,680.00 |
| 0023 | 701-07-00100 | Yard Drain Pipe (4") | 211 | LNFT | 8.00 | 1,688.00 | 20.00 | 4,220.00 | 25.00 | 5,275.00 | 29.00 | 6,119.00 |
| 0024 | 701-07-00200 | Yard Drain Pipe (6") | 122 | LNFT | 10.00 | 1,220.00 | 22.00 | 2,684.00 | 27.00 | 3,294.00 | 47.00 | 5,734.00 |
| 0025 | 701-07-00300 | Yard Drain Pipe (8") | 170 | LNFT | 12.00 | 2,040.00 | 24.00 | 4,080.00 | 34.00 | 5,780.00 | 37.50 | 6,375.00 |
| 0026 | 701-07-00500 | Yard Drain Pipe (12") | 719 | LNFT | 18.00 | 12,942.00 | 28.00 | 20,132.00 | 35.00 | 25,165.00 | 26.00 | 18,694.00 |
| 0027 | 701-15-00100 | Concrete Collar | 43 | EACH | 790.00 | 33,970.00 | 750.00 | 32,250.00 | 700.00 | 30,100.00 | 500.00 | 21,500.00 |
| 0028 | 702-02-00100 | Manholes (MH-06) | 3 | EACH | 7,400.00 | 22,200.00 | 7,000.00 | 21,000.00 | 5,000.00 | 15,000.00 | 6,500.00 | 19,500.00 |
| 0029 | 702-02-00200 | Manholes (R-CB-11) | 4 | EACH | 3,400.00 | 13,600.00 | 2,500.00 | 10,000.00 | 3,800.00 | 15,200.00 | 2,950.00 | 11,800.00 |
| 0030 | 702-03-00100 | Catch Basins (CB-01) | 7 | EACH | 3,400.00 | 23,800.00 | 1,600.00 | 11,200.00 | 2,200.00 | 15,400.00 | 2,400.00 | 16,800.00 |
| 0031 | 702-03-00200 | Catch Basins (CB-02) | 8 | EACH | 5,000.00 | 40,000.00 | 3,500.00 | 28,000.00 | 3,800.00 | 30,400.00 | 4,500.00 | 36,000.00 |
| 0032 | 702-03-00300 | Catch Basins (CB-04) | 20 | EACH | 4,000.00 | 80,000.00 | 1,000.00 | 20,000.00 | 1,800.00 | 36,000.00 | 1,600.00 | 32,000.00 |
| 0033 | 702-03-00400 | Catch Basins (CB-05) | 14 | EACH | 4,000.00 | 56,000.00 | 475.00 | 6,650.00 | 1,000.00 | 14,000.00 | 760.00 | 10,640.00 |
| 0034 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 212 | LNFT | 37.00 | 7,844.00 | 19.00 | 4,028.00 | 20.00 | 4,240.00 | 23.10 | 4,897.20 |
| 0035 | 705-06-00300 | Chain Link Fence (6-Foot Height) | 15,878 | LNFT | 47.00 | 746,266.00 | 26.50 | 420,767.00 | 30.00 | 476,340.00 | 32.20 | 511,271.60 |
| 0036 | 705-06-00400 | Chain Link Fence (7 Foot Height) | 237 | LNFT | 55.00 | 13,035.00 | 35.00 | 8,295.00 | 38.00 | 9,006.00 | 42.50 | 10,072.50 |
| 0037 | 705-07-08040 | 10-Foot Single Gates for Chain Link Fence (6 Foot Height) | 6 | EACH | 3,200.00 | 19,200.00 | 1,100.00 | 6,600.00 | 1,200.00 | 7,200.00 | 1,350.00 | 8,100.00 |
| 0038 | 706-01-00100 | Concrete Walk (4" Thick) | 209.7 | SQYD | 55.00 | 11,533.50 | 40.00 | 8,388.00 | 50.00 | 10,485.00 | 50.00 | 10,485.00 |
| 0039 | 706-02-00200 | Concrete Drive (6" Thick) | 1,519.5 | SQYD | 62.00 | 94,209.00 | 43.00 | 65,338.50 | 60.00 | 91,170.00 | 60.00 | 91,170.00 |
| 0040 | 707-01-00200 | Concrete Curb (Barrier) | 895 | LNFT | 10.00 | 8,950.00 | 10.00 | 8,950.00 | 12.00 | 10,740.00 | 12.00 | 10,740.00 |
| 0041 | 710-01-00100 | Flowable Fill | 3 | CUYD | 154.00 | 462.00 | 370.00 | 1,110.00 | 250.00 | 750.00 | 125.00 | 375.00 |
| 0042 | 712-04-00100 | Flexible Revetment | 123 | SQYD | 65.00 | 7,995.00 | 70.00 | 8,610.00 | 60.00 | 7,380.00 | 75.00 | 9,225.00 |
| 0043 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 60,000.00 | 60,000.00 | 44,000.00 | 44,000.00 | 500,000.00 | 500,000.00 | 215,000.00 | 215,000.00 |
| 0044 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 620 | LNFT | 5.00 | 3,100.00 | 3.00 | 1,860.00 | 4.80 | 2,976.00 | 0.30 | 186.00 |
| 0045 | 715-01-00100 | Topsoil | 3,958 | CUYD | 25.00 | 98,950.00 | 22.00 | 87,076.00 | 15.00 | 59,370.00 | 31.50 | 124,677.00 |
| 0046 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 41 | SQYD | 82.00 | 3,362.00 | 10.00 | 410.00 | 3.45 | 141.45 | 20.00 | 820.00 |
| 0047 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 85,000.00 | 85,000.00 | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | 21,000.00 | 21,000.00 |
| 0048 | 723-01-00100 | Granular Material (Net Section) | 21,961 | CUYD | 45.00 | 988,245.00 | 27.00 | 592,947.00 | 36.00 | 790,596.00 | 30.50 | 669,810.50 |
| 0049 | 725-01-00100 | Temporary Detour Roads | 2,053.5 | SQYD | 70.00 | 143,745.00 | 100.00 | 205,350.00 | 55.00 | 112,942.50 | 125.00 | 256,687.50 |
| 0050 | 727-01-00100 | Mobilization | 1 | LUMP | 215,000.00 | 215,000.00 | 1,500,000.00 | 1,500,000.00 | 1,550,000.00 | 1,550,000.00 | 310,000.00 | 310,000.00 |
| 0051 | 739-01-00100 | Hydro-Seeding | 12.94 | ACRE | 3,000.00 | 38,820.00 | 1,250.00 | 16,175.00 | 1,200.00 | 15,528.00 | 1,400.00 | 18,116.00 |
| 0052 | 740-01-00100 | Construction Layout | 1 | LUMP | 70,000.00 | 70,000.00 | 75,000.00 | 75,000.00 | 330,000.00 | 330,000.00 | 170,500.00 | 170,500.00 |
| 0053 | 803-05-00100 | Temporary Sheeting | 1 | LUMP | 100,000.00 | 100,000.00 | 560,000.00 | 560,000.00 | 250,000.00 | 250,000.00 | 635,000.00 | 635,000.00 |
| 0054 | 805-12-01060 | Reinforced Concrete Box Culverts (7' x 4') | 12 | LNFT | 648.00 | 7,776.00 | 800.00 | 9,600.00 | 1,000.00 | 12,000.00 | 600.00 | 7,200.00 |
| 0055 | NS-203-00002 | Aggregate For Concrete Channel (Theoretical Measurement) | 3,124.4 | CUYD | 98.00 | 306,191.20 | 95.00 | 296,818.00 | 110.00 | 343,684.00 | 145.00 | 453,038.00 |
| 0056 | NS-203-00003 | Aggregate Backfill For Weepholes (Theoretical Measurement) | 1,992.8 | CUYD | 93.00 | 185,330.40 | 145.00 | 288,956.00 | 135.00 | 269,028.00 | 100.00 | 199,280.00 |
| 0057 | NS-203-00004 | Channel Excavation (Theoretical Measurement) | 74,555 | CUYD | 14.00 | 1,043,770.00 | 10.00 | 745,550.00 | 8.00 | 596,440.00 | 13.50 | 1,006,492.50 |
| 0058 | NS-203-00005 | Undercut Excavation (Theoretical Measurement) | 1,493 | CUYD | 25.00 | 37,325.00 | 20.00 | 29,860.00 | 11.00 | 16,423.00 | 13.50 | 20,155.50 |
| 0059 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 2,655 | INLF | 3.00 | 7,965.00 | 1.00 | 2,655.00 | 1.00 | 2,655.00 | 1.00 | 2,655.00 |
| 0060 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 5,515 | INLF | 3.00 | 16,545.00 | 1.50 | 8,272.50 | 1.00 | 5,515.00 | 1.25 | 6,893.75 |
| 0061 | NS-705-00001 | Wire Mesh Fence | 90 | LF | 26.00 | 2,340.00 | 7.50 | 675.00 | 8.50 | 765.00 | 9.10 | 819.00 |
| 0062 | NS-705-00001 | Wire Mesh Fence (5-Foot Height) | 142 | LF | 38.00 | 5,396.00 | 7.50 | 1,065.00 | 8.50 | 1,207.00 | 9.10 | 1,292.20 |
| 0063 | NS-705-00002 | Temporary Fence | 14,385 | LF | 12.00 | 172,620.00 | 7.50 | 107,887.50 | 8.50 | 122,272.50 | 9.10 | 130,903.50 |
| 0064 | NS-705-00003 | Combination Chain Link/Wood Fence | 1,601 | LF | 68.00 | 108,868.00 | 65.00 | 104,065.00 | 74.00 | 118,474.00 | 80.00 | 128,080.00 |
| 0065 | NS-705-00004 | Chain Link Fence With Barbed Wire Extension | 1,253 | LF | 57.00 | 71,421.00 | 33.50 | 41,975.50 | 35.00 | 43,855.00 | 41.00 | 51,373.00 |
| 0066 | NS-705-00005 | Single Gates For Chain Link Fence With Barbed Wire Extension | 1 | EACH | 3,500.00 | 3,500.00 | 1,200.00 | 1,200.00 | 1,500.00 | 1,500.00 | 1,455.00 | 1,455.00 |
| 0067 | NS-712-00001 | Flexible Revetment Channel | 807 | SQYD | 88.00 | 71,016.00 | 51.00 | 41,157.00 | 85.00 | 68,595.00 | 75.00 | 60,525.00 |
| 0068 | NS-713-00001 | Dynamic Message Sign Unit | 5 | EACH | 30,000.00 | 150,000.00 | 16,500.00 | 82,500.00 | 15,000.00 | 75,000.00 | 6,500.00 | 32,500.00 |
| 0069 | NS-736-00120 | Construction Photographs And Video | 1 | LUMP | 52,000.00 | 52,000.00 | 80,000.00 | 80,000.00 | 10,000.00 | 10,000.00 | 30,300.00 | 30,300.00 |
| 0071 | NS-805-00021 | Reinforced Concrete Headwall (Theoretical Measurement) | 14.51 | CUYD | 702.00 | 10,186.02 | 1,200.00 | 17,412.00 | 1,500.00 | 21,765.00 | 700.00 | 10,157.00 |
| 0072 | NS-805-00022 | Reinforced Concrete Vertical Wall Channel And Transitions | 10,364.73 | CUYD | 702.00 | 7,276,040.46 | 635.00 | 6,581,603.55 | 595.00 | 6,167,014.35 | 745.00 | 7,721,723.85 |
| 0073 | NS-805-00023 | Reinforced Concrete Trapezoidal Channel | 1,613.31 | CUYD | 540.00 | 871,187.40 | 450.00 | 725,989.50 | 400.00 | 645,324.00 | 670.00 | 1,080,917.70 |
| 0074 | NS-805-00024 | Steps For Concrete Channel (Theoretical Measurement) | 774 | EACH | 27.00 | 20,898.00 | 30.00 | 23,220.00 | 50.00 | 38,700.00 | 50.00 | 38,700.00 |
| 0075 | NS-805-00025 | Reinforced Concrete Box Culvert (State Project 828-12-0021, 23, 25, 26 Only (STA. 118+65) (DIGBY AVE.) | 1 | LUMP | 123,120.00 | 123,120.00 | 67,000.00 | 67,000.00 | 150,000.00 | 150,000.00 | 162,456.00 | 162,456.00 |
| 0076 | NS-805-00025 | Reinforced Concrete Box Culvert (State Project 828-12-0021, 23, 25, 26 Only (STA. 127+08) (DOLPHIN ST.) | 1 | LUMP | 81,000.00 | 81,000.00 | 88,200.00 | 88,200.00 | 150,000.00 | 150,000.00 | 113,640.00 | 113,640.00 |
| 0077 | NS-805-00025 | Reinforced Concrete Box Culvert (State Project 828-12-0021, 23, 25, 26 Only (STA. 102+29) (BRIDGE STORAGE DR.) | 1 | LUMP | 118,800.00 | 118,800.00 | 58,000.00 | 58,000.00 | 135,000.00 | 135,000.00 | 160,564.00 | 160,564.00 |
| 0078 | NS-805-00025 | Reinforced Concrete Box Culvert (State Project 828-12-0021, 23, 25, 26 Only (STA. 141+52) (PILLETTE RD.) | 1 | LUMP | 86,400.00 | 86,400.00 | 89,250.00 | 89,250.00 | 150,000.00 | 150,000.00 | 119,382.00 | 119,382.00 |
| 0079 | NS-ENH-06000 | Fence (Wood) (6-Foot Height) | 336 | LNFT | 44.00 | 14,784.00 | 39.00 | 13,104.00 | 44.00 | 14,784.00 | 50.00 | 16,800.00 |
| 0080 | NS-804-00006 | Vibration Monitoring | 70 | DALY | 500.00 | 35,000.00 | 800.00 | 56,000.00 | 600.00 | 42,000.00 | 600.00 | 42,000.00 |
| CONTRACTOR TOTAL | 15,286,778.18 | 15,353,562.95 | 15,744,331.80 | 16,504,161.32 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - Shavers-Whittle Construction LLC |
- 10 - Jb James Construction Llc |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 450,000.00 | 450,000.00 | 950,000.00 | 950,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 1,730 | SQYD | 18.50 | 32,005.00 | 8.00 | 13,840.00 |
| 0004 | 202-02-12020 | Removal of Fence (Chain Link) | 1,515 | LNFT | 1.70 | 2,575.50 | 1.60 | 2,424.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,024.3 | SQYD | 15.00 | 15,364.50 | 5.00 | 5,121.50 |
| 0006 | 203-03-00100 | Embankment | 22,733 | CUYD | 16.50 | 375,094.50 | 20.00 | 454,660.00 |
| 0007 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,000 | CUYD | 25.00 | 25,000.00 | 15.00 | 15,000.00 |
| 0008 | 204-02-00100 | Temporary Hay or Straw Bales | 271 | EACH | 7.00 | 1,897.00 | 10.00 | 2,710.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 58 | EACH | 180.00 | 10,440.00 | 100.00 | 5,800.00 |
| 0010 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 3 | EACH | 500.00 | 1,500.00 | 850.00 | 2,550.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 24,380 | LNFT | 2.00 | 48,760.00 | 1.50 | 36,570.00 |
| 0012 | 204-07-00100 | Temporary Stone Construction Entrance | 17 | EACH | 5,000.00 | 85,000.00 | 3,000.00 | 51,000.00 |
| 0013 | 302-02-03000 | Class II Base Course (8" Thick) | 986.3 | SQYD | 16.00 | 15,780.80 | 23.00 | 22,684.90 |
| 0014 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,100 | CUYD | 95.00 | 104,500.00 | 87.00 | 95,700.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 112.9 | TON | 350.00 | 39,515.00 | 200.00 | 22,580.00 |
| 0016 | 701-03-01000 | Storm Drain Pipe (15" RCP/PP) | 368 | LNFT | 115.00 | 42,320.00 | 85.00 | 31,280.00 |
| 0017 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 194 | LNFT | 125.00 | 24,250.00 | 90.00 | 17,460.00 |
| 0018 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 294 | LNFT | 150.00 | 44,100.00 | 115.00 | 33,810.00 |
| 0019 | 701-03-01060 | Storm Drain Pipe (30" RCP/PP) | 110 | LNFT | 165.00 | 18,150.00 | 130.00 | 14,300.00 |
| 0020 | 701-03-01080 | Storm Drain Pipe (36" RCP/PP) | 307 | LNFT | 200.00 | 61,400.00 | 145.00 | 44,515.00 |
| 0021 | 701-03-01090 | Storm Drain Pipe (42" RCP/PP) | 16 | LNFT | 315.00 | 5,040.00 | 245.00 | 3,920.00 |
| 0022 | 701-03-01140 | Storm Drain Pipe (60" RCP) | 1,681 | LNFT | 435.00 | 731,235.00 | 310.00 | 521,110.00 |
| 0023 | 701-07-00100 | Yard Drain Pipe (4") | 211 | LNFT | 15.00 | 3,165.00 | 25.00 | 5,275.00 |
| 0024 | 701-07-00200 | Yard Drain Pipe (6") | 122 | LNFT | 30.00 | 3,660.00 | 30.00 | 3,660.00 |
| 0025 | 701-07-00300 | Yard Drain Pipe (8") | 170 | LNFT | 35.00 | 5,950.00 | 35.00 | 5,950.00 |
| 0026 | 701-07-00500 | Yard Drain Pipe (12") | 719 | LNFT | 40.00 | 28,760.00 | 37.00 | 26,603.00 |
| 0027 | 701-15-00100 | Concrete Collar | 43 | EACH | 800.00 | 34,400.00 | 800.00 | 34,400.00 |
| 0028 | 702-02-00100 | Manholes (MH-06) | 3 | EACH | 10,000.00 | 30,000.00 | 7,000.00 | 21,000.00 |
| 0029 | 702-02-00200 | Manholes (R-CB-11) | 4 | EACH | 4,000.00 | 16,000.00 | 2,800.00 | 11,200.00 |
| 0030 | 702-03-00100 | Catch Basins (CB-01) | 7 | EACH | 2,600.00 | 18,200.00 | 1,600.00 | 11,200.00 |
| 0031 | 702-03-00200 | Catch Basins (CB-02) | 8 | EACH | 5,000.00 | 40,000.00 | 3,700.00 | 29,600.00 |
| 0032 | 702-03-00300 | Catch Basins (CB-04) | 20 | EACH | 3,400.00 | 68,000.00 | 1,100.00 | 22,000.00 |
| 0033 | 702-03-00400 | Catch Basins (CB-05) | 14 | EACH | 2,200.00 | 30,800.00 | 500.00 | 7,000.00 |
| 0034 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 212 | LNFT | 30.00 | 6,360.00 | 20.00 | 4,240.00 |
| 0035 | 705-06-00300 | Chain Link Fence (6-Foot Height) | 15,878 | LNFT | 25.00 | 396,950.00 | 30.00 | 476,340.00 |
| 0036 | 705-06-00400 | Chain Link Fence (7 Foot Height) | 237 | LNFT | 34.00 | 8,058.00 | 39.00 | 9,243.00 |
| 0037 | 705-07-08040 | 10-Foot Single Gates for Chain Link Fence (6 Foot Height) | 6 | EACH | 1,500.00 | 9,000.00 | 1,200.00 | 7,200.00 |
| 0038 | 706-01-00100 | Concrete Walk (4" Thick) | 209.7 | SQYD | 45.00 | 9,436.50 | 40.00 | 8,388.00 |
| 0039 | 706-02-00200 | Concrete Drive (6" Thick) | 1,519.5 | SQYD | 50.00 | 75,975.00 | 43.00 | 65,338.50 |
| 0040 | 707-01-00200 | Concrete Curb (Barrier) | 895 | LNFT | 27.00 | 24,165.00 | 11.00 | 9,845.00 |
| 0041 | 710-01-00100 | Flowable Fill | 3 | CUYD | 250.00 | 750.00 | 250.00 | 750.00 |
| 0042 | 712-04-00100 | Flexible Revetment | 123 | SQYD | 165.00 | 20,295.00 | 75.00 | 9,225.00 |
| 0043 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 |
| 0044 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 620 | LNFT | 7.00 | 4,340.00 | 3.00 | 1,860.00 |
| 0045 | 715-01-00100 | Topsoil | 3,958 | CUYD | 32.00 | 126,656.00 | 11.00 | 43,538.00 |
| 0046 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 41 | SQYD | 20.00 | 820.00 | 11.00 | 451.00 |
| 0047 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 250,000.00 | 250,000.00 | 35,000.00 | 35,000.00 |
| 0048 | 723-01-00100 | Granular Material (Net Section) | 21,961 | CUYD | 30.00 | 658,830.00 | 33.00 | 724,713.00 |
| 0049 | 725-01-00100 | Temporary Detour Roads | 2,053.5 | SQYD | 100.00 | 205,350.00 | 110.00 | 225,885.00 |
| 0050 | 727-01-00100 | Mobilization | 1 | LUMP | 550,000.00 | 550,000.00 | 1,700,000.00 | 1,700,000.00 |
| 0051 | 739-01-00100 | Hydro-Seeding | 12.94 | ACRE | 1,500.00 | 19,410.00 | 1,250.00 | 16,175.00 |
| 0052 | 740-01-00100 | Construction Layout | 1 | LUMP | 370,000.00 | 370,000.00 | 200,000.00 | 200,000.00 |
| 0053 | 803-05-00100 | Temporary Sheeting | 1 | LUMP | 450,000.00 | 450,000.00 | 850,000.00 | 850,000.00 |
| 0054 | 805-12-01060 | Reinforced Concrete Box Culverts (7' x 4') | 12 | LNFT | 950.00 | 11,400.00 | 875.00 | 10,500.00 |
| 0055 | NS-203-00002 | Aggregate For Concrete Channel (Theoretical Measurement) | 3,124.4 | CUYD | 90.00 | 281,196.00 | 135.00 | 421,794.00 |
| 0056 | NS-203-00003 | Aggregate Backfill For Weepholes (Theoretical Measurement) | 1,992.8 | CUYD | 120.00 | 239,136.00 | 150.00 | 298,920.00 |
| 0057 | NS-203-00004 | Channel Excavation (Theoretical Measurement) | 74,555 | CUYD | 14.50 | 1,081,047.50 | 13.00 | 969,215.00 |
| 0058 | NS-203-00005 | Undercut Excavation (Theoretical Measurement) | 1,493 | CUYD | 18.00 | 26,874.00 | 20.00 | 29,860.00 |
| 0059 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 2,655 | INLF | 1.30 | 3,451.50 | 1.00 | 2,655.00 |
| 0060 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 5,515 | INLF | 2.00 | 11,030.00 | 1.50 | 8,272.50 |
| 0061 | NS-705-00001 | Wire Mesh Fence | 90 | LF | 8.00 | 720.00 | 7.50 | 675.00 |
| 0062 | NS-705-00001 | Wire Mesh Fence (5-Foot Height) | 142 | LF | 8.00 | 1,136.00 | 7.50 | 1,065.00 |
| 0063 | NS-705-00002 | Temporary Fence | 14,385 | LF | 12.50 | 179,812.50 | 8.00 | 115,080.00 |
| 0064 | NS-705-00003 | Combination Chain Link/Wood Fence | 1,601 | LF | 40.00 | 64,040.00 | 70.00 | 112,070.00 |
| 0065 | NS-705-00004 | Chain Link Fence With Barbed Wire Extension | 1,253 | LF | 28.00 | 35,084.00 | 34.00 | 42,602.00 |
| 0066 | NS-705-00005 | Single Gates For Chain Link Fence With Barbed Wire Extension | 1 | EACH | 1,000.00 | 1,000.00 | 1,200.00 | 1,200.00 |
| 0067 | NS-712-00001 | Flexible Revetment Channel | 807 | SQYD | 165.00 | 133,155.00 | 60.00 | 48,420.00 |
| 0068 | NS-713-00001 | Dynamic Message Sign Unit | 5 | EACH | 10,000.00 | 50,000.00 | 17,000.00 | 85,000.00 |
| 0069 | NS-736-00120 | Construction Photographs And Video | 1 | LUMP | 45,000.00 | 45,000.00 | 10,000.00 | 10,000.00 |
| 0071 | NS-805-00021 | Reinforced Concrete Headwall (Theoretical Measurement) | 14.51 | CUYD | 1,100.00 | 15,961.00 | 1,250.00 | 18,137.50 |
| 0072 | NS-805-00022 | Reinforced Concrete Vertical Wall Channel And Transitions | 10,364.73 | CUYD | 700.00 | 7,255,311.00 | 650.00 | 6,737,074.50 |
| 0073 | NS-805-00023 | Reinforced Concrete Trapezoidal Channel | 1,613.31 | CUYD | 715.00 | 1,153,516.65 | 550.00 | 887,320.50 |
| 0074 | NS-805-00024 | Steps For Concrete Channel (Theoretical Measurement) | 774 | EACH | 95.00 | 73,530.00 | 80.00 | 61,920.00 |
| 0075 | NS-805-00025 | Reinforced Concrete Box Culvert (State Project 828-12-0021, 23, 25, 26 Only (STA. 118+65) (DIGBY AVE.) | 1 | LUMP | 130,000.00 | 130,000.00 | 75,000.00 | 75,000.00 |
| 0076 | NS-805-00025 | Reinforced Concrete Box Culvert (State Project 828-12-0021, 23, 25, 26 Only (STA. 127+08) (DOLPHIN ST.) | 1 | LUMP | 115,000.00 | 115,000.00 | 95,000.00 | 95,000.00 |
| 0077 | NS-805-00025 | Reinforced Concrete Box Culvert (State Project 828-12-0021, 23, 25, 26 Only (STA. 102+29) (BRIDGE STORAGE DR.) | 1 | LUMP | 130,000.00 | 130,000.00 | 65,000.00 | 65,000.00 |
| 0078 | NS-805-00025 | Reinforced Concrete Box Culvert (State Project 828-12-0021, 23, 25, 26 Only (STA. 141+52) (PILLETTE RD.) | 1 | LUMP | 100,000.00 | 100,000.00 | 10,000.00 | 10,000.00 |
| 0079 | NS-ENH-06000 | Fence (Wood) (6-Foot Height) | 336 | LNFT | 40.00 | 13,440.00 | 42.00 | 14,112.00 |
| 0080 | NS-804-00006 | Vibration Monitoring | 70 | DALY | 700.00 | 49,000.00 | 600.00 | 42,000.00 |
| CONTRACTOR TOTAL | 16,949,098.95 | 17,226,007.90 | ||||||