Bid Tabulations
Letting of
12/12/2012
LA DOTD Headquarters
| Lead Project: H.009135.6 | |
| Parish: Rapides | |
| Routes: | |
| Description: VALENTINE LAKE ROAD BRIDGE | |
| Type Const: CLEARING AND GRUBBING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $799,954.90 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00044 | Guinn Construction, LLC | $736,812.00 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $752,920.60 |
| 3 | 00481 | Coastal Bridge Co., L.L.C. | $840,102.00 |
| 4 | 39462 | Jb James Construction Llc | $879,333.80 |
| 5 | 40312 | Gray Construction Corp. | $892,325.70 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Guinn Construction, LLC |
- 2 - Gilchrist Construction Co. LLC |
- 3 - Coastal Bridge Co., L.L.C. |
- 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 | 1 | LUMP | 7,000.00 | 7,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 92,500.00 | 92,500.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 15+47 - 27' X 95' PRECAST CONCRETE SPAN BRIDGE WITH TIMBER PILES) | 1 | EACH | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 | 50,000.00 | 50,000.00 | 35,000.00 | 35,000.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 813.2 | SQYD | 5.00 | 4,066.00 | 8.00 | 6,505.60 | 5.00 | 4,066.00 | 7.00 | 5,692.40 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 22,000.00 | 22,000.00 | 48,000.00 | 48,000.00 | 53,000.00 | 53,000.00 | 50,000.00 | 50,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 16 | EACH | 10.00 | 160.00 | 20.00 | 320.00 | 16.75 | 268.00 | 35.00 | 560.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 966 | LNFT | 1.50 | 1,449.00 | 1.60 | 1,545.60 | 2.80 | 2,704.80 | 3.00 | 2,898.00 |
| 0007 | 302-01-00100 | Class II Base Course | 182.7 | CUYD | 80.00 | 14,616.00 | 110.00 | 20,097.00 | 109.00 | 19,914.30 | 92.00 | 16,808.40 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 143.6 | TON | 175.00 | 25,130.00 | 150.00 | 21,540.00 | 170.00 | 24,412.00 | 130.00 | 18,668.00 |
| 0009 | 704-03-00100 | Blocked Out Guard Rail | 150 | LNFT | 22.00 | 3,300.00 | 22.00 | 3,300.00 | 21.00 | 3,150.00 | 20.00 | 3,000.00 |
| 0010 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 70.00 | 7,000.00 | 74.00 | 7,400.00 | 95.00 | 9,500.00 | 98.00 | 9,800.00 |
| 0011 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,500.00 | 10,000.00 | 2,600.00 | 10,400.00 | 2,500.00 | 10,000.00 | 2,400.00 | 9,600.00 |
| 0012 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,724 | SQYD | 55.00 | 94,820.00 | 46.00 | 79,304.00 | 51.00 | 87,924.00 | 40.00 | 68,960.00 |
| 0013 | 711-04-00100 | Geotextile Fabric | 1,724 | SQYD | 5.00 | 8,620.00 | 1.60 | 2,758.40 | 3.35 | 5,775.40 | 2.00 | 3,448.00 |
| 0014 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,500.00 | 6,500.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 0015 | 716-01-00100 | Mulch (Vegetative) | 0.8 | TON | 1,000.00 | 800.00 | 1,600.00 | 1,280.00 | 2,200.00 | 1,760.00 | 2,000.00 | 1,600.00 |
| 0016 | 717-01-00100 | Seeding | 18 | LB | 20.00 | 360.00 | 55.00 | 990.00 | 16.75 | 301.50 | 20.00 | 360.00 |
| 0017 | 718-01-00100 | Fertilizer | 390 | LB | 1.00 | 390.00 | 2.00 | 780.00 | 2.80 | 1,092.00 | 2.50 | 975.00 |
| 0018 | 727-01-00100 | Mobilization | 1 | LUMP | 45,000.00 | 45,000.00 | 70,000.00 | 70,000.00 | 85,000.00 | 85,000.00 | 90,000.00 | 90,000.00 |
| 0019 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 90.00 | 360.00 | 75.00 | 300.00 | 85.00 | 340.00 |
| 0020 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | 12,500.00 | 12,500.00 | 15,000.00 | 15,000.00 |
| 0021 | 804-01-00400 | Precast Concrete Piles (18") | 2,448 | LNFT | 75.00 | 183,600.00 | 55.00 | 134,640.00 | 70.50 | 172,584.00 | 63.00 | 154,224.00 |
| 0022 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 250.00 | 250.00 | 100.00 | 100.00 |
| 0023 | 805-10-02360 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) (Precast) | 8 | SPAN | 32,000.00 | 256,000.00 | 31,000.00 | 248,000.00 | 29,500.00 | 236,000.00 | 31,000.00 | 248,000.00 |
| 0024 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 10,000.00 | 20,000.00 | 9,000.00 | 18,000.00 | 9,000.00 | 18,000.00 | 8,000.00 | 16,000.00 |
| 0025 | NS-804-00001 | Vibration Monitoring (INCLUDING INITIAL SITE SURVEY) | 36 | EACH | 350.00 | 12,600.00 | 450.00 | 16,200.00 | 600.00 | 21,600.00 | 300.00 | 10,800.00 |
| CONTRACTOR TOTAL | 736,812.00 | 752,920.60 | 840,102.00 | 879,333.80 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Gray Construction Corp. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 27,200.00 | 27,200.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 15+47 - 27' X 95' PRECAST CONCRETE SPAN BRIDGE WITH TIMBER PILES) | 1 | EACH | 41,000.00 | 41,000.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 813.2 | SQYD | 9.00 | 7,318.80 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 49,500.00 | 49,500.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 16 | EACH | 16.00 | 256.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 966 | LNFT | 2.50 | 2,415.00 |
| 0007 | 302-01-00100 | Class II Base Course | 182.7 | CUYD | 127.00 | 23,202.90 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 143.6 | TON | 145.00 | 20,822.00 |
| 0009 | 704-03-00100 | Blocked Out Guard Rail | 150 | LNFT | 20.00 | 3,000.00 |
| 0010 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 65.00 | 6,500.00 |
| 0011 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,400.00 | 9,600.00 |
| 0012 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,724 | SQYD | 47.30 | 81,545.20 |
| 0013 | 711-04-00100 | Geotextile Fabric | 1,724 | SQYD | 3.45 | 5,947.80 |
| 0014 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 4,825.00 | 4,825.00 |
| 0015 | 716-01-00100 | Mulch (Vegetative) | 0.8 | TON | 1,650.00 | 1,320.00 |
| 0016 | 717-01-00100 | Seeding | 18 | LB | 15.00 | 270.00 |
| 0017 | 718-01-00100 | Fertilizer | 390 | LB | 2.50 | 975.00 |
| 0018 | 727-01-00100 | Mobilization | 1 | LUMP | 61,000.00 | 61,000.00 |
| 0019 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 |
| 0020 | 740-01-00100 | Construction Layout | 1 | LUMP | 4,740.00 | 4,740.00 |
| 0021 | 804-01-00400 | Precast Concrete Piles (18") | 2,448 | LNFT | 95.00 | 232,560.00 |
| 0022 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 100.00 | 100.00 |
| 0023 | 805-10-02360 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) (Precast) | 8 | SPAN | 35,200.00 | 281,600.00 |
| 0024 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 10,750.00 | 21,500.00 |
| 0025 | NS-804-00001 | Vibration Monitoring (INCLUDING INITIAL SITE SURVEY) | 36 | EACH | 133.00 | 4,788.00 |
| CONTRACTOR TOTAL | 892,325.70 | |||||