Bid Tabulations for the Letting of 6/11/2014 LA DOTD Headquarters
Proposal:H.009082.6
Parish:Concordia
Description:VIDALIA PORT ACCESS ROAD
Type Construction:CLEARING AND GRUBBING, CLASS II BASE COURSE, PORTLAND CEMENT CONCRETE PAVEMENT, AND RELATED WORK.
Estimated Construction Cost:$3,050,197.50
Rank | License | Bidder | Construction Bid |
1 | 54928 | Womack And Sons Constr. Group Inc | $2,155,755.85 |
2 | 42466 | Beard Construction Group LLC | $2,910,232.87 |
3 | 01012 | Cecil D. Gassiott, LLC | $3,364,670.90 |
4 | 39462 | JB JAMES CONSTRUCTION LLC | $3,826,646.81 |
5 | 08883 | CHANCELLOR AND SON, INC. | $3,909,598.20 |
6 | 34567 | James Construction Group LLC | $3,921,047.50 |
7 | 54683 | CONTI ENTERPRISES, INC | $6,085,580.00 |
Line Number | Item Number | Item Description | Quantity | Unit of Measure | - 1 - Womack And Sons Constr. Group Inc | - 2 - Beard Construction Group LLC | - 3 - Cecil D. Gassiott, LLC | - 4 - JB JAMES CONSTRUCTION LLC |
Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount |
0001 | 201-01-00100 | Clearing and Grubbing | 2 | LUMP | 25,000.00 | 25,000.00 | 37,700.00 | 37,700.00 | 279,598.00 | 279,598.00 | 54,201.83 | 54,201.83 |
0002 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 595,000.00 | 595,000.00 | 1,039,725.00 | 1,039,725.00 | 1,547,302.50 | 1,547,302.50 | 1,664,857.07 | 1,664,857.07 |
0003 | 204-06-00100 | Temporary Silt Fencing | 3,830 | LNFT | 2.00 | 7,660.00 | 2.50 | 9,575.00 | 4.85 | 18,575.50 | 2.07 | 7,928.10 |
0004 | 302-02-02101 | Class II Base Course (6" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 6,375 | SQYD | 19.00 | 121,125.00 | 13.18 | 84,022.50 | 16.50 | 105,187.50 | 25.76 | 164,220.00 |
0005 | 302-02-05020 | Class II Base Course (10" Thick) (Soil Cement) | 6,375 | SQYD | 18.00 | 114,750.00 | 14.06 | 89,632.50 | 10.00 | 63,750.00 | 7.68 | 48,960.00 |
0006 | 401-01-00100 | Aggregate Surface Course (Net Section) | 380 | CUYD | 95.00 | 36,100.00 | 78.50 | 29,830.00 | 99.00 | 37,620.00 | 120.31 | 45,717.80 |
0007 | 601-01-00100 | Portland Cement Concrete Pavement (8" Thick) | 4,715 | SQYD | 60.00 | 282,900.00 | 70.00 | 330,050.00 | 48.50 | 228,677.50 | 70.76 | 333,633.40 |
0008 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 1,000.00 | 1,000.00 | 3,500.00 | 3,500.00 | 5,500.00 | 5,500.00 | 7,291.61 | 7,291.61 |
0009 | 714-01-00100 | Slab Sodding (Bermuda Grass) | 1,500 | SQYD | 6.00 | 9,000.00 | 6.90 | 10,350.00 | 7.50 | 11,250.00 | 8.28 | 12,420.00 |
0010 | 717-01-00100 | Seeding | 400 | LB | 17.00 | 6,800.00 | 16.50 | 6,600.00 | 5.00 | 2,000.00 | 5.52 | 2,208.00 |
0011 | 718-01-00100 | Fertilizer | 1,300 | LB | 2.00 | 2,600.00 | 2.25 | 2,925.00 | 1.50 | 1,950.00 | 1.53 | 1,989.00 |
0012 | 727-01-00100 | Mobilization | 1 | LUMP | 10,000.00 | 10,000.00 | 290,000.00 | 290,000.00 | 100,000.00 | 100,000.00 | 337,659.98 | 337,659.98 |
0013 | 737-03-00100 | Painted Traffic Striping (Solid Line) (4" Width) | 4,945 | LNFT | 1.25 | 6,181.25 | 0.85 | 4,203.25 | 1.40 | 6,923.00 | 0.61 | 3,016.45 |
| | SUBTOTAL GENERAL | | | | 1,218,116 | | 1,938,113 | | 2,408,334 | | 2,684,103 |
| | | | | | | | | | | | |
| Additive Section 1 | Additive Alternate 1 | | | | | | | | | | |
| | | | | | | | | | | | |
0014 | 711-01-06000 | Riprap (250 lb, 30" Thick) | 6,666 | SQYD | 64.00 | 426,624.00 | 66.39 | 442,555.74 | 70.50 | 469,953.00 | 90.27 | 601,739.82 |
0015 | 711-04-00100 | Geotextile Fabric | 6,666 | SQYD | 1.85 | 12,332.10 | 1.30 | 8,665.80 | 2.50 | 16,665.00 | 1.65 | 10,998.90 |
| | SUBTOTAL ADDITIVE SECTION 1 | | | | 438,956 | | 451,222 | | 486,618 | | 612,739 |
| | | | | | | | | | | | |
| Additive Section 2 | Additive Alternate 2 | | | | | | | | | | |
| | | | | | | | | | | | |
0016 | 302-02-00900 | Class II Base Course (3" Thick) | 8,178 | SQYD | 11.25 | 92,002.50 | 5.86 | 47,923.08 | 8.55 | 69,921.90 | 11.34 | 92,738.52 |
0017 | 401-01-00100 | Aggregate Surface Course (Net Section) | 455 | CUYD | 90.00 | 40,950.00 | 75.00 | 34,125.00 | 99.00 | 45,045.00 | 120.42 | 54,791.10 |
0018 | 601-01-00100 | Portland Cement Concrete Pavement (8" Thick) | 6,133 | SQYD | 57.00 | 349,581.00 | 70.00 | 429,310.00 | 56.00 | 343,448.00 | 61.23 | 375,523.59 |
0019 | 737-03-00100 | Painted Traffic Striping (Solid Line) (4" Width) | 5,400 | LNFT | 1.25 | 6,750.00 | 0.85 | 4,590.00 | 1.40 | 7,560.00 | 0.61 | 3,294.00 |
| | SUBTOTAL ADDITIVE SECTION 2 | | | | 489,284 | | 515,948 | | 465,975 | | 526,347 |
| | | | | | | | | | | | |
| Additive Section 3 | Additive Alternate 3 | | | | | | | | | | |
| | | | | | | | | | | | |
0020 | 704-03-00100 | Blocked Out Guard Rail | 150 | LNFT | 28.00 | 4,200.00 | 22.00 | 3,300.00 | 24.00 | 3,600.00 | 22.07 | 3,310.50 |
0021 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 2 | LNFT | 2,600.00 | 5,200.00 | 825.00 | 1,650.00 | 72.00 | 144.00 | 73.57 | 147.14 |
| | SUBTOTAL ADDITIVE SECTION 3 | | | | 9,400.00 | | 4,950.00 | | 3,744.00 | | 3,457.64 |
| | | | | | | | | | | | |
| | CONTRACTOR TOTAL | | | | 2,155,755.85 | | 2,910,232.87 | | 3,364,670.90 | | 3,826,646.81 |
Line Number | Item Number | Item Description | Quantity | Unit of Measure | - 5 - CHANCELLOR AND SON, INC. | - 6 - James Construction Group LLC | - 7 - CONTI ENTERPRISES, INC |
Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount |
0001 | 201-01-00100 | Clearing and Grubbing | 2 | LUMP | 49,000.00 | 49,000.00 | 46,000.00 | 46,000.00 | 15,000.00 | 15,000.00 |
0002 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 1,795,000.00 | 1,795,000.00 | 1,710,000.00 | 1,710,000.00 | 3,470,586.50 | 3,470,586.50 |
0003 | 204-06-00100 | Temporary Silt Fencing | 3,830 | LNFT | 3.50 | 13,405.00 | 5.00 | 19,150.00 | 5.00 | 19,150.00 |
0004 | 302-02-02101 | Class II Base Course (6" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 6,375 | SQYD | 17.30 | 110,287.50 | 28.00 | 178,500.00 | 18.00 | 114,750.00 |
0005 | 302-02-05020 | Class II Base Course (10" Thick) (Soil Cement) | 6,375 | SQYD | 22.00 | 140,250.00 | 20.00 | 127,500.00 | 12.00 | 76,500.00 |
0006 | 401-01-00100 | Aggregate Surface Course (Net Section) | 380 | CUYD | 93.00 | 35,340.00 | 85.00 | 32,300.00 | 100.00 | 38,000.00 |
0007 | 601-01-00100 | Portland Cement Concrete Pavement (8" Thick) | 4,715 | SQYD | 75.00 | 353,625.00 | 60.00 | 282,900.00 | 86.00 | 405,490.00 |
0008 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 3,500.00 | 3,500.00 | 3,500.00 | 3,500.00 | 7,000.00 | 7,000.00 |
0009 | 714-01-00100 | Slab Sodding (Bermuda Grass) | 1,500 | SQYD | 12.00 | 18,000.00 | 12.00 | 18,000.00 | 7.00 | 10,500.00 |
0010 | 717-01-00100 | Seeding | 400 | LB | 18.00 | 7,200.00 | 4.00 | 1,600.00 | 4.50 | 1,800.00 |
0011 | 718-01-00100 | Fertilizer | 1,300 | LB | 2.80 | 3,640.00 | 4.50 | 5,850.00 | 1.25 | 1,625.00 |
0012 | 727-01-00100 | Mobilization | 1 | LUMP | 199,000.00 | 199,000.00 | 380,000.00 | 380,000.00 | 580,000.00 | 580,000.00 |
0013 | 737-03-00100 | Painted Traffic Striping (Solid Line) (4" Width) | 4,945 | LNFT | 2.30 | 11,373.50 | 0.50 | 2,472.50 | 0.70 | 3,461.50 |
| | SUBTOTAL GENERAL | | | | 2,739,621 | | 2,807,773 | | 4,743,863 |
| | | | | | | | | | |
| Additive Section 1 | Additive Alternate 1 | | | | | | | | |
| | | | | | | | | | |
0014 | 711-01-06000 | Riprap (250 lb, 30" Thick) | 6,666 | SQYD | 77.35 | 515,615.10 | 85.00 | 566,610.00 | 105.00 | 699,930.00 |
0015 | 711-04-00100 | Geotextile Fabric | 6,666 | SQYD | 3.30 | 21,997.80 | 3.00 | 19,998.00 | 1.50 | 9,999.00 |
| | SUBTOTAL ADDITIVE SECTION 1 | | | | 537,613 | | 586,608 | | 709,929 |
| | | | | | | | | | |
| Additive Section 2 | Additive Alternate 2 | | | | | | | | |
| | | | | | | | | | |
0016 | 302-02-00900 | Class II Base Course (3" Thick) | 8,178 | SQYD | 9.35 | 76,464.30 | 14.00 | 114,492.00 | 9.00 | 73,602.00 |
0017 | 401-01-00100 | Aggregate Surface Course (Net Section) | 455 | CUYD | 93.00 | 42,315.00 | 85.00 | 38,675.00 | 100.00 | 45,500.00 |
0018 | 601-01-00100 | Portland Cement Concrete Pavement (8" Thick) | 6,133 | SQYD | 80.00 | 490,640.00 | 60.00 | 367,980.00 | 82.00 | 502,906.00 |
0019 | 737-03-00100 | Painted Traffic Striping (Solid Line) (4" Width) | 5,400 | LNFT | 2.30 | 12,420.00 | 0.50 | 2,700.00 | 0.70 | 3,780.00 |
| | SUBTOTAL ADDITIVE SECTION 2 | | | | 621,839 | | 523,847 | | 625,788 |
| | | | | | | | | | |
| Additive Section 3 | Additive Alternate 3 | | | | | | | | |
| | | | | | | | | | |
0020 | 704-03-00100 | Blocked Out Guard Rail | 150 | LNFT | 29.50 | 4,425.00 | 18.00 | 2,700.00 | 20.00 | 3,000.00 |
0021 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 2 | LNFT | 3,050.00 | 6,100.00 | 60.00 | 120.00 | 1,500.00 | 3,000.00 |
| | SUBTOTAL ADDITIVE SECTION 3 | | | | 10,525.00 | | 2,820.00 | | 6,000.00 |
| | | | | | | | | | |
| | CONTRACTOR TOTAL | | | | 3,909,598.20 | | 3,921,047.50 | | 6,085,580.00 |