Bid Tabulations
Letting of
07/14/2010
LA DOTD Headquarters
| Lead Project: 085-04-0013 | |
| Parish: Bossier, Webster | |
| Routes: LA 160 | |
| Description: LA 160 BRIDGES: CANEY CREEK AND BODCAU BAYOU | |
| Type Const: CLEARING & GRUBBING, GRADING, CLASS II BASE COURSE, LIME TREATMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PRECAST PRESTRESSED CONCRETE GIRDER SPAN BRIDGES AND RELATED. | |
| Estimated Construction Cost: $7,096,339.92 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 39462 | Jb James Construction Llc | $5,494,948.50 |
| 2 | 34567 | James Construction Group Llc | $6,028,731.63 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Jb James Construction Llc |
- 2 - James Construction Group Llc |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 350,000.00 | 350,000.00 | 300,000.00 | 300,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA. 121+08.31 302' X 24' CONCRETE DECK & BENTS W/ STEEL i-BEAM | 1 | EACH | 58,000.00 | 58,000.00 | 85,000.00 | 85,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STA. 210+53.67 542 X 24' CONCRETE DECK & BENTS W/ STEEL I-BEAM | 1 | EACH | 80,000.00 | 80,000.00 | 150,000.00 | 150,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 6,090 | SQYD | 4.00 | 24,360.00 | 4.00 | 24,360.00 |
| 0005 | 203-01-00100 | General Excavation | 2,802 | CUYD | 7.50 | 21,015.00 | 6.00 | 16,812.00 |
| 0006 | 203-03-00100 | Embankment | 5,474 | CUYD | 18.00 | 98,532.00 | 20.00 | 109,480.00 |
| 0007 | 203-04-00200 | Nonplastic Embankment (Sand) | 68 | CUYD | 150.00 | 10,200.00 | 110.00 | 7,480.00 |
| 0008 | 203-05-00100 | Excavation and Embankment BERM EXCAVATION | 1 | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 5,429 | LNFT | 2.00 | 10,858.00 | 2.50 | 13,572.50 |
| 0010 | 302-02-04120 | Class II Base Course (8 1/2" Thick) (Stone or Recycled Portland Cement Concrete) | 7,576.2 | SQYD | 24.00 | 181,828.80 | 25.00 | 189,405.00 |
| 0011 | 304-05-00100 | Lime Treatment (Type E) 9% BY VOLUME, 50% OF PROJECT | 53.7 | TON | 300.00 | 16,110.00 | 240.00 | 12,888.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 200 | CUYD | 70.00 | 14,000.00 | 100.00 | 20,000.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 1,458.4 | TON | 130.00 | 189,592.00 | 130.00 | 189,592.00 |
| 0014 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 274 | TON | 175.00 | 47,950.00 | 175.00 | 47,950.00 |
| 0015 | 704-03-00100 | Blocked Out Guard Rail | 887.5 | LNFT | 17.00 | 15,087.50 | 18.00 | 15,975.00 |
| 0016 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 55.00 | 11,000.00 | 55.00 | 11,000.00 |
| 0017 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,000.00 | 8,000.00 |
| 0018 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,200.00 | 8,800.00 | 2,200.00 | 8,800.00 |
| 0019 | 712-04-00100 | Flexible Revetment | 4,950 | SQYD | 50.00 | 247,500.00 | 48.00 | 237,600.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 |
| 0021 | 716-01-00100 | Mulch (Vegetative) | 13.4 | TON | 650.00 | 8,710.00 | 500.00 | 6,700.00 |
| 0022 | 717-01-00100 | Seeding | 201 | LB | 10.00 | 2,010.00 | 8.00 | 1,608.00 |
| 0023 | 718-01-00100 | Fertilizer | 6,690 | LB | 0.40 | 2,676.00 | 0.45 | 3,010.50 |
| 0024 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 540,000.00 | 540,000.00 | 590,000.00 | 590,000.00 |
| 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 | 75.00 | 600.00 |
| 0027 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 264 | EACH | 10.00 | 2,640.00 | 10.00 | 2,640.00 |
| 0028 | 731-02-00100 | Reflectorized Raised Pavement Markers | 70 | EACH | 6.00 | 420.00 | 5.00 | 350.00 |
| 0029 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.056 | MILE | 2,600.00 | 5,345.60 | 3,000.00 | 6,168.00 |
| 0030 | 740-01-00100 | Construction Layout | 1 | LUMP | 60,000.00 | 60,000.00 | 40,000.00 | 40,000.00 |
| 0031 | 804-01-00700 | Precast Concrete Piles (30") | 4,525 | LNFT | 120.00 | 543,000.00 | 180.00 | 814,500.00 |
| 0032 | 804-03-01160 | Steel Piles (HP 14x89) | 2,928 | LNFT | 70.00 | 204,960.00 | 90.00 | 263,520.00 |
| 0033 | 804-03-02160 | Steel Piles (36" Pipe) | 384 | LNFT | 250.00 | 96,000.00 | 350.00 | 134,400.00 |
| 0034 | 804-05-00700 | Precast Concrete Test Piles (30") | 2 | EACH | 30,000.00 | 60,000.00 | 85,000.00 | 170,000.00 |
| 0035 | 804-09-00100 | Loading Test Piles | 2 | EACH | 35,000.00 | 70,000.00 | 15,000.00 | 30,000.00 |
| 0036 | 804-10-00100 | Reloading Test Piles | 2 | EACH | 100.00 | 200.00 | 2,500.00 | 5,000.00 |
| 0037 | 804-11-00100 | Redriving Test Piles | 2 | EACH | 100.00 | 200.00 | 2,000.00 | 4,000.00 |
| 0038 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 100.00 | 200.00 | 5,000.00 | 10,000.00 |
| 0039 | 804-17-00100 | Dynamic Monitoring | 13 | EACH | 1,500.00 | 19,500.00 | 2,000.00 | 26,000.00 |
| 0040 | 805-01-00700 | Class A Concrete (Bents) | 279.8 | CUYD | 800.00 | 223,840.00 | 750.00 | 209,850.00 |
| 0041 | 805-03-00100 | Class AA Concrete | 16.64 | CUYD | 900.00 | 14,976.00 | 350.00 | 5,824.00 |
| 0042 | 805-04-00100 | Class AA(M) Concrete | 1,112.42 | CUYD | 620.00 | 689,700.40 | 650.00 | 723,073.00 |
| 0043 | 805-08-00300 | Precast-Prestressed Concrete Girder (Type III) | 4,470 | LNFT | 105.00 | 469,350.00 | 125.00 | 558,750.00 |
| 0044 | 805-11-00100 | Strip Seal Joints | 168 | LNFT | 150.00 | 25,200.00 | 0.01 | 1.68 |
| 0045 | 806-01-00100 | Deformed Reinforcing Steel | 500,459 | LB | 0.80 | 400,367.20 | 0.73 | 365,335.07 |
| 0047 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 0048 | 810-01-00100 | Concrete Railing (Standard Barrier) | 956 | LNFT | 60.00 | 57,360.00 | 50.00 | 47,800.00 |
| 0049 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 950 | LNFT | 62.00 | 58,900.00 | 45.00 | 42,750.00 |
| 0050 | 813-01-00100 | Concrete Approach Slabs | 444.4 | SQYD | 300.00 | 133,320.00 | 333.00 | 147,985.20 |
| 0051 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 1,280 | INLF | 1.00 | 1,280.00 | 1.00 | 1,280.00 |
| 0052 | NS-800-00661 | Extruded Rubber Fender (D)(12 in x 12 in)(6 in D bore) | 768 | LF | 190.00 | 145,920.00 | 175.00 | 134,400.00 |
| 0053 | NS-805-00005 | Joint Sealing System (Preformed Silicone) | 168 | LNFT | 70.00 | 11,760.00 | 0.01 | 1.68 |
| 0054 | 730-09-00100 | Electrical System | 1 | LUMP | 40,000.00 | 40,000.00 | 35,000.00 | 35,000.00 |
| 0055 | NS-800-00300 | Instrumentation Installation for Integral Bridge Abutment | 1 | LUMP | 130,000.00 | 130,000.00 | 127,000.00 | 127,000.00 |
| 0056 | NS-800-00560 | Deformed Reinforcing Steel (Stainless Steel) | 2,280 | LB | 6.00 | 13,680.00 | 2.75 | 6,270.00 |
| CONTRACTOR TOTAL | 5,494,948.50 | 6,028,731.63 | ||||||