Bid Tabulations
Letting of
09/28/2011
LA DOTD Headquarters
| Lead Project: H.000645.6 | |
| Parish: Ouachita | |
| Routes: US 165 SERVICE ROADS | |
| Description: Youngs Bayou Bridges | |
| Type Const: CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGES, AND RELATED WORK. | |
| Estimated Construction Cost: $1,894,771.95 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 48925 | David V. Temple | $1,945,911.59 |
| 2 | 34567 | James Construction Group LLC | $2,027,912.00 |
| 3 | 01012 | Cecil D. Gassiott, LLC | $2,080,441.21 |
| 4 | 12312 | Gilchrist Construction Co. LLC | $2,163,260.39 |
| 5 | 55519 | Key, LLC Of Mississippi | $2,228,099.17 |
| 6 | 18546 | C W & W Contractors, Inc. | $2,546,665.32 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - David V. Temple |
- 2 - James Construction Group LLC |
- 3 - Cecil D. Gassiott, LLC |
- 4 - Gilchrist Construction Co. LLC |
||||
| 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 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | 5,000.00 | 5,000.00 | 30,000.00 | 30,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 |
| 0003 | 202-02-02000 | Removal of Asphalt Drives | 461 | SQYD | 8.00 | 3,688.00 | 6.00 | 2,766.00 | 5.00 | 2,305.00 | 11.00 | 5,071.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA. 106+15, 120'X24' PERCAST CONCRETE BRIDGE) | 1 | EACH | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 | 22,000.00 | 22,000.00 | 35,000.00 | 35,000.00 |
| 0005 | 202-02-04000 | Removal of Bridge (STA. 206+09, 120'X24' PRECAST CONCRETE SLABS) | 1 | EACH | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 | 21,000.00 | 21,000.00 | 35,000.00 | 35,000.00 |
| 0006 | 202-02-06100 | Removal of Concrete Walks and Drives | 518 | SQYD | 7.80 | 4,040.40 | 5.00 | 2,590.00 | 8.50 | 4,403.00 | 10.00 | 5,180.00 |
| 0007 | 202-02-06140 | Removal of Curbs (Concrete) | 557.1 | LNFT | 7.92 | 4,412.23 | 9.00 | 5,013.90 | 12.50 | 6,963.75 | 9.50 | 5,292.45 |
| 0008 | 202-02-14500 | Removal of Guard Rail | 852 | LNFT | 7.50 | 6,390.00 | 7.00 | 5,964.00 | 5.00 | 4,260.00 | 6.00 | 5,112.00 |
| 0009 | 202-02-32180 | Removal of Pipe Headwalls | 1 | EACH | 800.00 | 800.00 | 2,000.00 | 2,000.00 | 4,700.00 | 4,700.00 | 1,500.00 | 1,500.00 |
| 0010 | 202-02-38500 | Removal of Surfacing and Stablized Base | 4,014.3 | SQYD | 5.00 | 20,071.50 | 7.00 | 28,100.10 | 4.00 | 16,057.20 | 4.80 | 19,268.64 |
| 0011 | 203-01-00100 | General Excavation | 3,086 | CUYD | 9.72 | 29,995.92 | 10.00 | 30,860.00 | 8.25 | 25,459.50 | 11.00 | 33,946.00 |
| 0012 | 203-02-00100 | Drainage Excavation | 255 | CUYD | 10.00 | 2,550.00 | 12.00 | 3,060.00 | 43.00 | 10,965.00 | 35.00 | 8,925.00 |
| 0013 | 203-03-00100 | Embankment | 615 | CUYD | 6.00 | 3,690.00 | 19.00 | 11,685.00 | 4.50 | 2,767.50 | 42.00 | 25,830.00 |
| 0014 | 204-02-00100 | Temporary Hay or Straw Bales | 24 | EACH | 25.00 | 600.00 | 28.00 | 672.00 | 10.00 | 240.00 | 25.00 | 600.00 |
| 0015 | 204-06-00100 | Temporary Silt Fencing | 308 | LNFT | 3.25 | 1,001.00 | 4.25 | 1,309.00 | 2.50 | 770.00 | 2.40 | 739.20 |
| 0016 | 302-02-01561 | Class II Base Course (5" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 634 | SQYD | 12.00 | 7,608.00 | 25.00 | 15,850.00 | 16.50 | 10,461.00 | 38.00 | 24,092.00 |
| 0017 | 302-02-05121 | Class II Base Course (10" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 4,023.2 | SQYD | 20.46 | 82,314.67 | 36.00 | 144,835.20 | 27.00 | 108,626.40 | 28.00 | 112,649.60 |
| 0018 | 304-05-00100 | Lime Treatment (Type E) Quantity shown represents 50% of the proposed roadway area. | 3.17 | TON | 946.37 | 2,999.99 | 770.00 | 2,440.90 | 400.00 | 1,268.00 | 1,000.00 | 3,170.00 |
| 0019 | 502-01-00100 | Superpave Asphaltic Concrete | 1,139.9 | TON | 193.14 | 220,160.29 | 128.00 | 145,907.20 | 160.00 | 182,384.00 | 150.00 | 170,985.00 |
| 0020 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 39.9 | TON | 363.14 | 14,489.29 | 253.00 | 10,094.70 | 315.00 | 12,568.50 | 350.00 | 13,965.00 |
| 0021 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 176 | LNFT | 40.25 | 7,084.00 | 56.00 | 9,856.00 | 57.00 | 10,032.00 | 55.00 | 9,680.00 |
| 0022 | 701-03-02000 | Storm Drain Pipe (Outfall) (15" PP or 18" CMP) | 40 | LNFT | 40.25 | 1,610.00 | 51.00 | 2,040.00 | 63.00 | 2,520.00 | 60.00 | 2,400.00 |
| 0023 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 127 | LNFT | 40.25 | 5,111.75 | 49.00 | 6,223.00 | 57.00 | 7,239.00 | 47.00 | 5,969.00 |
| 0024 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 56 | LNFT | 53.82 | 3,013.92 | 78.00 | 4,368.00 | 85.00 | 4,760.00 | 78.00 | 4,368.00 |
| 0025 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 80 | LNFT | 60.70 | 4,856.00 | 75.00 | 6,000.00 | 91.00 | 7,280.00 | 95.00 | 7,600.00 |
| 0026 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 160 | LNFT | 40.25 | 6,440.00 | 48.00 | 7,680.00 | 57.00 | 9,120.00 | 52.00 | 8,320.00 |
| 0027 | 701-05-02080 | Side Drain Pipe (Erosion) (30" PP/CMP) | 40 | LNFT | 53.82 | 2,152.80 | 66.00 | 2,640.00 | 85.00 | 3,400.00 | 86.00 | 3,440.00 |
| 0028 | 701-05-02100 | Side Drain Pipe (Erosion) (36" PP/CMP) | 37 | LNFT | 60.70 | 2,245.90 | 98.00 | 3,626.00 | 114.00 | 4,218.00 | 100.00 | 3,700.00 |
| 0029 | 701-15-00100 | Concrete Collar | 7 | EACH | 600.00 | 4,200.00 | 820.00 | 5,740.00 | 1,000.00 | 7,000.00 | 790.00 | 5,530.00 |
| 0030 | 702-03-00100 | Catch Basins (CB-01) | 4 | EACH | 2,883.04 | 11,532.16 | 2,800.00 | 11,200.00 | 4,000.00 | 16,000.00 | 3,750.00 | 15,000.00 |
| 0031 | 704-03-00100 | Blocked Out Guard Rail | 256.25 | LNFT | 20.00 | 5,125.00 | 20.00 | 5,125.00 | 21.00 | 5,381.25 | 20.00 | 5,125.00 |
| 0032 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 191.67 | LNFT | 40.00 | 7,666.80 | 40.00 | 7,666.80 | 43.00 | 8,241.81 | 60.00 | 11,500.20 |
| 0033 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,400.00 | 9,600.00 | 2,400.00 | 9,600.00 | 2,600.00 | 10,400.00 | 2,600.00 | 10,400.00 |
| 0034 | 706-02-00200 | Concrete Drive (6" Thick) | 904.7 | SQYD | 42.00 | 37,997.40 | 45.00 | 40,711.50 | 44.00 | 39,806.80 | 48.00 | 43,425.60 |
| 0035 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 335.8 | SQYD | 38.00 | 12,760.40 | 42.00 | 14,103.60 | 40.00 | 13,432.00 | 44.00 | 14,775.20 |
| 0036 | 707-03-00100 | Combination Concrete Curb and Gutter | 306.4 | LNFT | 20.00 | 6,128.00 | 33.00 | 10,111.20 | 27.00 | 8,272.80 | 21.00 | 6,434.40 |
| 0037 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 6 | SQYD | 50.22 | 301.32 | 190.00 | 1,140.00 | 110.00 | 660.00 | 400.00 | 2,400.00 |
| 0038 | 712-04-00100 | Flexible Revetment | 1,302 | SQYD | 63.00 | 82,026.00 | 60.00 | 78,120.00 | 63.00 | 82,026.00 | 57.00 | 74,214.00 |
| 0039 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 18,000.00 | 18,000.00 | 14,250.00 | 14,250.00 | 48,000.00 | 48,000.00 |
| 0040 | 716-01-00100 | Mulch (Vegetative) | 4.6 | TON | 795.00 | 3,657.00 | 795.00 | 3,657.00 | 900.00 | 4,140.00 | 550.00 | 2,530.00 |
| 0041 | 717-01-00100 | Seeding | 68 | LB | 25.00 | 1,700.00 | 25.00 | 1,700.00 | 26.00 | 1,768.00 | 8.00 | 544.00 |
| 0042 | 718-01-00100 | Fertilizer | 2,280 | LB | 1.00 | 2,280.00 | 1.00 | 2,280.00 | 1.10 | 2,508.00 | 0.50 | 1,140.00 |
| 0043 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 7,500.00 | 7,500.00 | 5,000.00 | 5,000.00 | 50,000.00 | 50,000.00 | 2,000.00 | 2,000.00 |
| 0044 | 726-01-00100 | Bedding Material | 144.2 | CUYD | 62.87 | 9,065.85 | 80.00 | 11,536.00 | 85.00 | 12,257.00 | 75.00 | 10,815.00 |
| 0045 | 727-01-00100 | Mobilization | 1 | LUMP | 140,000.00 | 140,000.00 | 200,000.00 | 200,000.00 | 190,000.00 | 190,000.00 | 250,000.00 | 250,000.00 |
| 0046 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 | 75.00 | 600.00 | 85.00 | 680.00 | 86.00 | 688.00 |
| 0047 | 731-02-00100 | Reflectorized Raised Pavement Markers | 32 | EACH | 40.00 | 1,280.00 | 40.00 | 1,280.00 | 42.00 | 1,344.00 | 45.00 | 1,440.00 |
| 0048 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.931 | MILE | 4,000.00 | 3,724.00 | 4,000.00 | 3,724.00 | 4,000.00 | 3,724.00 | 4,500.00 | 4,189.50 |
| 0049 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 28,000.00 | 28,000.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 |
| 0050 | 804-01-00600 | Precast Concrete Piles (24") | 3,381 | LNFT | 120.00 | 405,720.00 | 110.00 | 371,910.00 | 65.00 | 219,765.00 | 96.00 | 324,576.00 |
| 0051 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1,000.00 | 2,000.00 | 5,000.00 | 10,000.00 | 2,500.00 | 5,000.00 | 1,000.00 | 2,000.00 |
| 0052 | 805-01-00700 | Class A Concrete (Bents) | 174.74 | CUYD | 600.00 | 104,844.00 | 885.00 | 154,644.90 | 1,485.00 | 259,488.90 | 1,000.00 | 174,740.00 |
| 0053 | 805-03-00100 | Class AA Concrete | 429.6 | CUYD | 650.00 | 279,240.00 | 630.00 | 270,648.00 | 875.00 | 375,900.00 | 650.00 | 279,240.00 |
| 0054 | 806-01-00100 | Deformed Reinforcing Steel | 112,842 | LB | 1.20 | 135,410.40 | 0.90 | 101,557.80 | 0.90 | 101,557.80 | 0.80 | 90,273.60 |
| 0055 | 810-01-00100 | Concrete Railing (Standard Barrier) | 480 | LNFT | 65.00 | 31,200.00 | 64.00 | 30,720.00 | 65.00 | 31,200.00 | 85.00 | 40,800.00 |
| 0056 | 813-01-00100 | Concrete Approach Slabs | 364.44 | SQYD | 265.00 | 96,576.60 | 165.00 | 60,132.60 | 225.00 | 81,999.00 | 300.00 | 109,332.00 |
| 0057 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 155 | INLF | 5.30 | 821.50 | 0.50 | 77.50 | 5.00 | 775.00 | 5.00 | 775.00 |
| 0058 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 474 | INLF | 1.75 | 829.50 | 1.15 | 545.10 | 4.00 | 1,896.00 | 5.00 | 2,370.00 |
| 0059 | NS-700-00240 | Special Guard Rail Anchor Section | 4 | EACH | 1,200.00 | 4,800.00 | 1,200.00 | 4,800.00 | 1,300.00 | 5,200.00 | 1,300.00 | 5,200.00 |
| CONTRACTOR TOTAL | 1,945,911.59 | 2,027,912.00 | 2,080,441.21 | 2,163,260.39 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Key, LLC Of Mississippi |
- 6 - C W & W Contractors, Inc. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 30,000.00 | 30,000.00 | 16,000.00 | 16,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 |
| 0003 | 202-02-02000 | Removal of Asphalt Drives | 461 | SQYD | 10.00 | 4,610.00 | 4.00 | 1,844.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA. 106+15, 120'X24' PERCAST CONCRETE BRIDGE) | 1 | EACH | 12,000.00 | 12,000.00 | 24,000.00 | 24,000.00 |
| 0005 | 202-02-04000 | Removal of Bridge (STA. 206+09, 120'X24' PRECAST CONCRETE SLABS) | 1 | EACH | 12,000.00 | 12,000.00 | 24,000.00 | 24,000.00 |
| 0006 | 202-02-06100 | Removal of Concrete Walks and Drives | 518 | SQYD | 5.00 | 2,590.00 | 5.00 | 2,590.00 |
| 0007 | 202-02-06140 | Removal of Curbs (Concrete) | 557.1 | LNFT | 5.00 | 2,785.50 | 4.00 | 2,228.40 |
| 0008 | 202-02-14500 | Removal of Guard Rail | 852 | LNFT | 5.00 | 4,260.00 | 2.00 | 1,704.00 |
| 0009 | 202-02-32180 | Removal of Pipe Headwalls | 1 | EACH | 450.00 | 450.00 | 800.00 | 800.00 |
| 0010 | 202-02-38500 | Removal of Surfacing and Stablized Base | 4,014.3 | SQYD | 5.00 | 20,071.50 | 4.00 | 16,057.20 |
| 0011 | 203-01-00100 | General Excavation | 3,086 | CUYD | 8.00 | 24,688.00 | 12.00 | 37,032.00 |
| 0012 | 203-02-00100 | Drainage Excavation | 255 | CUYD | 20.00 | 5,100.00 | 12.00 | 3,060.00 |
| 0013 | 203-03-00100 | Embankment | 615 | CUYD | 16.00 | 9,840.00 | 15.00 | 9,225.00 |
| 0014 | 204-02-00100 | Temporary Hay or Straw Bales | 24 | EACH | 20.00 | 480.00 | 10.00 | 240.00 |
| 0015 | 204-06-00100 | Temporary Silt Fencing | 308 | LNFT | 7.00 | 2,156.00 | 3.00 | 924.00 |
| 0016 | 302-02-01561 | Class II Base Course (5" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 634 | SQYD | 20.00 | 12,680.00 | 70.00 | 44,380.00 |
| 0017 | 302-02-05121 | Class II Base Course (10" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 4,023.2 | SQYD | 34.00 | 136,788.80 | 135.00 | 543,132.00 |
| 0018 | 304-05-00100 | Lime Treatment (Type E) Quantity shown represents 50% of the proposed roadway area. | 3.17 | TON | 1,000.00 | 3,170.00 | 1.00 | 3.17 |
| 0019 | 502-01-00100 | Superpave Asphaltic Concrete | 1,139.9 | TON | 135.00 | 153,886.50 | 150.00 | 170,985.00 |
| 0020 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 39.9 | TON | 275.00 | 10,972.50 | 200.00 | 7,980.00 |
| 0021 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 176 | LNFT | 40.00 | 7,040.00 | 55.00 | 9,680.00 |
| 0022 | 701-03-02000 | Storm Drain Pipe (Outfall) (15" PP or 18" CMP) | 40 | LNFT | 40.00 | 1,600.00 | 45.00 | 1,800.00 |
| 0023 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 127 | LNFT | 40.00 | 5,080.00 | 55.00 | 6,985.00 |
| 0024 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 56 | LNFT | 75.00 | 4,200.00 | 90.00 | 5,040.00 |
| 0025 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 80 | LNFT | 80.00 | 6,400.00 | 110.00 | 8,800.00 |
| 0026 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 160 | LNFT | 40.00 | 6,400.00 | 55.00 | 8,800.00 |
| 0027 | 701-05-02080 | Side Drain Pipe (Erosion) (30" PP/CMP) | 40 | LNFT | 75.00 | 3,000.00 | 90.00 | 3,600.00 |
| 0028 | 701-05-02100 | Side Drain Pipe (Erosion) (36" PP/CMP) | 37 | LNFT | 80.00 | 2,960.00 | 110.00 | 4,070.00 |
| 0029 | 701-15-00100 | Concrete Collar | 7 | EACH | 1,500.00 | 10,500.00 | 1,500.00 | 10,500.00 |
| 0030 | 702-03-00100 | Catch Basins (CB-01) | 4 | EACH | 3,500.00 | 14,000.00 | 3,500.00 | 14,000.00 |
| 0031 | 704-03-00100 | Blocked Out Guard Rail | 256.25 | LNFT | 19.00 | 4,868.75 | 15.00 | 3,843.75 |
| 0032 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 191.67 | LNFT | 56.00 | 10,733.52 | 50.00 | 9,583.50 |
| 0033 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,350.00 | 9,400.00 | 1,500.00 | 6,000.00 |
| 0034 | 706-02-00200 | Concrete Drive (6" Thick) | 904.7 | SQYD | 55.00 | 49,758.50 | 70.00 | 63,329.00 |
| 0035 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 335.8 | SQYD | 45.00 | 15,111.00 | 50.00 | 16,790.00 |
| 0036 | 707-03-00100 | Combination Concrete Curb and Gutter | 306.4 | LNFT | 24.00 | 7,353.60 | 27.00 | 8,272.80 |
| 0037 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 6 | SQYD | 250.00 | 1,500.00 | 155.00 | 930.00 |
| 0038 | 712-04-00100 | Flexible Revetment | 1,302 | SQYD | 60.00 | 78,120.00 | 75.00 | 97,650.00 |
| 0039 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| 0040 | 716-01-00100 | Mulch (Vegetative) | 4.6 | TON | 1,500.00 | 6,900.00 | 1,500.00 | 6,900.00 |
| 0041 | 717-01-00100 | Seeding | 68 | LB | 20.00 | 1,360.00 | 10.00 | 680.00 |
| 0042 | 718-01-00100 | Fertilizer | 2,280 | LB | 2.00 | 4,560.00 | 1.00 | 2,280.00 |
| 0043 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 10,000.00 | 10,000.00 | 2,000.00 | 2,000.00 |
| 0044 | 726-01-00100 | Bedding Material | 144.2 | CUYD | 75.00 | 10,815.00 | 85.00 | 12,257.00 |
| 0045 | 727-01-00100 | Mobilization | 1 | LUMP | 215,000.00 | 215,000.00 | 125,000.00 | 125,000.00 |
| 0046 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 80.00 | 640.00 | 85.00 | 680.00 |
| 0047 | 731-02-00100 | Reflectorized Raised Pavement Markers | 32 | EACH | 20.00 | 640.00 | 25.00 | 800.00 |
| 0048 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.931 | MILE | 5,000.00 | 4,655.00 | 5,500.00 | 5,120.50 |
| 0049 | 740-01-00100 | Construction Layout | 1 | LUMP | 40,000.00 | 40,000.00 | 12,000.00 | 12,000.00 |
| 0050 | 804-01-00600 | Precast Concrete Piles (24") | 3,381 | LNFT | 140.00 | 473,340.00 | 130.00 | 439,530.00 |
| 0051 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 30,000.00 | 60,000.00 | 1.00 | 2.00 |
| 0052 | 805-01-00700 | Class A Concrete (Bents) | 174.74 | CUYD | 1,130.00 | 197,456.20 | 900.00 | 157,266.00 |
| 0053 | 805-03-00100 | Class AA Concrete | 429.6 | CUYD | 590.00 | 253,464.00 | 750.00 | 322,200.00 |
| 0054 | 806-01-00100 | Deformed Reinforcing Steel | 112,842 | LB | 1.10 | 124,126.20 | 1.00 | 112,842.00 |
| 0055 | 810-01-00100 | Concrete Railing (Standard Barrier) | 480 | LNFT | 65.00 | 31,200.00 | 100.00 | 48,000.00 |
| 0056 | 813-01-00100 | Concrete Approach Slabs | 364.44 | SQYD | 190.00 | 69,243.60 | 200.00 | 72,888.00 |
| 0057 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 155 | INLF | 5.00 | 775.00 | 3.00 | 465.00 |
| 0058 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 474 | INLF | 5.00 | 2,370.00 | 4.00 | 1,896.00 |
| 0059 | NS-700-00240 | Special Guard Rail Anchor Section | 4 | EACH | 1,250.00 | 5,000.00 | 2,500.00 | 10,000.00 |
| CONTRACTOR TOTAL | 2,228,099.17 | 2,546,665.32 | ||||||