Bid Tabulations
Letting of
12/16/2009
LA DOTD Headquarters
| Lead Project: 713-02-0129 | |
| Parish: Allen | |
| Routes: | |
| Description: ARKADELPHIA ROAD BRIDGE OVER SIX MILE CREEK | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PRECAST PRESTRESSED CONCRETE GIRDER SPANS BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $1,609,791.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $1,239,669.90 |
| 2 | 39462 | JB James Construction LLC | $1,299,629.60 |
| 3 | 09090 | Guinn Brothers, LLC. | $1,690,296.85 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - JB James Construction LLC |
- 3 - Guinn Brothers, LLC. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 25,000.00 | 25,000.00 | 140,000.00 | 140,000.00 | 50,000.00 | 50,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA. 41+60;22.0' X 319.0' TIMBER BRIDGE) | 1 | EACH | 35,000.00 | 35,000.00 | 70,000.00 | 70,000.00 | 50,000.00 | 50,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 75,000.00 | 75,000.00 | 65,000.00 | 65,000.00 | 35,000.00 | 35,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 17 | EACH | 20.00 | 340.00 | 15.00 | 255.00 | 10.00 | 170.00 |
| 0005 | 204-06-00100 | Temporary Silt Fencing | 1,536 | LNFT | 2.40 | 3,686.40 | 2.00 | 3,072.00 | 3.00 | 4,608.00 |
| 0006 | 302-01-00100 | Class II Base Course | 209 | CUYD | 100.00 | 20,900.00 | 90.00 | 18,810.00 | 115.00 | 24,035.00 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 9 | CUYD | 125.00 | 1,125.00 | 150.00 | 1,350.00 | 125.00 | 1,125.00 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 162.7 | TON | 200.00 | 32,540.00 | 220.00 | 35,794.00 | 200.00 | 32,540.00 |
| 0009 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 75 | LNFT | 60.00 | 4,500.00 | 55.00 | 4,125.00 | 65.00 | 4,875.00 |
| 0010 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 75 | LNFT | 30.00 | 2,250.00 | 30.00 | 2,250.00 | 45.00 | 3,375.00 |
| 0011 | 704-11-00100 | Guard Rail End Treatment (Flared) | 1 | EACH | 2,600.00 | 2,600.00 | 2,400.00 | 2,400.00 | 3,500.00 | 3,500.00 |
| 0012 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 607 | SQYD | 65.00 | 39,455.00 | 60.00 | 36,420.00 | 90.00 | 54,630.00 |
| 0013 | 711-04-00100 | Geotextile Fabric | 607 | SQYD | 3.00 | 1,821.00 | 2.00 | 1,214.00 | 5.00 | 3,035.00 |
| 0014 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 19,000.00 | 19,000.00 | 15,000.00 | 15,000.00 |
| 0015 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 1,500.00 | 1,350.00 | 1,500.00 | 1,350.00 | 1,000.00 | 900.00 |
| 0016 | 717-01-00100 | Seeding | 19 | LB | 25.00 | 475.00 | 15.00 | 285.00 | 25.00 | 475.00 |
| 0017 | 718-01-00100 | Fertilizer | 430 | LB | 2.00 | 860.00 | 1.00 | 430.00 | 1.00 | 430.00 |
| 0018 | 727-01-00100 | Mobilization | 1 | LUMP | 110,000.00 | 110,000.00 | 130,000.00 | 130,000.00 | 300,000.00 | 300,000.00 |
| 0019 | 729-01-00100 | Sign (Type A) | 12 | SQFT | 30.00 | 360.00 | 40.00 | 480.00 | 25.00 | 300.00 |
| 0020 | 729-16-00300 | Object Marker Assembly (Type 3) | 7 | EACH | 75.00 | 525.00 | 80.00 | 560.00 | 100.00 | 700.00 |
| 0021 | 729-21-00100 | U-Channel Post | 2 | EACH | 100.00 | 200.00 | 150.00 | 300.00 | 100.00 | 200.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 60,000.00 | 60,000.00 | 25,000.00 | 25,000.00 | 28,000.00 | 28,000.00 |
| 0023 | 804-01-00600 | Precast Concrete Piles (24") | 1,770 | LNFT | 115.00 | 203,550.00 | 95.00 | 168,150.00 | 180.00 | 318,600.00 |
| 0024 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1.00 | 1.00 |
| 0025 | 805-01-00700 | Class A Concrete (Bents) | 84.57 | CUYD | 1,000.00 | 84,570.00 | 1,400.00 | 118,398.00 | 1,250.00 | 105,712.50 |
| 0026 | 805-03-00100 | Class AA Concrete | 238.14 | CUYD | 1,100.00 | 261,954.00 | 820.00 | 195,274.80 | 1,000.00 | 238,140.00 |
| 0027 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 1,777.5 | LNFT | 65.00 | 115,537.50 | 58.00 | 103,095.00 | 126.00 | 223,965.00 |
| 0028 | 806-01-00100 | Deformed Reinforcing Steel | 67,271 | LB | 1.00 | 67,271.00 | 0.80 | 53,816.80 | 0.85 | 57,180.35 |
| 0029 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 10,000.00 | 10,000.00 | 40,000.00 | 40,000.00 | 45,000.00 | 45,000.00 |
| 0030 | 810-01-00100 | Concrete Railing (Standard Barrier) | 720 | LNFT | 65.00 | 46,800.00 | 65.00 | 46,800.00 | 90.00 | 64,800.00 |
| 0031 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) | 2 | EACH | 8,000.00 | 16,000.00 | 7,500.00 | 15,000.00 | 12,000.00 | 24,000.00 |
| CONTRACTOR TOTAL | 1,239,669.90 | 1,299,629.60 | 1,690,296.85 | |||||||