Bid Tabulations
Letting of
03/14/2012
LA DOTD Headquarters
| Lead Project: H.008208.6 | |
| Parish: Morehouse | |
| Routes: LA 830-6 | |
| Description: LA 830-6: US 165 - BASTROP CITY LIMITS | |
| Type Const: COLD PLANING ALSPHALTIC CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK | |
| Estimated Construction Cost: $914,596.45 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $1,170,746.90 |
| 2 | 05789 | D & J Construction Co., Inc. | $1,195,561.10 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - D & J Construction Co., Inc. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-02020 | Removal of Asphalt Pavement | 1,163.6 | SQYD | 13.00 | 15,126.80 | 12.00 | 13,963.20 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 797 | SQYD | 24.00 | 19,128.00 | 22.00 | 17,534.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 338 | LNFT | 14.00 | 4,732.00 | 60.00 | 20,280.00 |
| 0004 | 203-01-00100 | General Excavation | 694 | CUYD | 24.00 | 16,656.00 | 16.00 | 11,104.00 |
| 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 280 | CUYD | 40.00 | 11,200.00 | 35.00 | 9,800.00 |
| 0006 | 302-01-00700 | Class II Base Course (Stone) | 775.7 | CUYD | 140.00 | 108,598.00 | 130.00 | 100,841.00 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 32 | CUYD | 160.00 | 5,120.00 | 130.00 | 4,160.00 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 4,284.6 | TON | 98.00 | 419,890.80 | 108.00 | 462,736.80 |
| 0009 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 681 | TON | 175.00 | 119,175.00 | 158.00 | 107,598.00 |
| 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 18,198 | SQYD | 3.00 | 54,594.00 | 3.75 | 68,242.50 |
| 0011 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -827 | CUYD | 0.10 | -82.70 | 0.10 | -82.70 |
| 0012 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 250 | SQYD | 175.00 | 43,750.00 | 150.00 | 37,500.00 |
| 0013 | 701-05-01000 | Side Drain Pipe (12" RCP/PP/CMP) | 23 | LNFT | 85.00 | 1,955.00 | 65.00 | 1,495.00 |
| 0014 | 702-04-00100 | Adjusting Manholes | 21 | EACH | 1,200.00 | 25,200.00 | 1,200.00 | 25,200.00 |
| 0015 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 100 | LNFT | 40.00 | 4,000.00 | 40.00 | 4,000.00 |
| 0016 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 118 | LNFT | 62.00 | 7,316.00 | 60.00 | 7,080.00 |
| 0017 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 25.00 | 1,250.00 | 25.00 | 1,250.00 |
| 0018 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 |
| 0019 | 706-01-00100 | Concrete Walk (4" Thick) | 27.7 | SQYD | 50.00 | 1,385.00 | 60.00 | 1,662.00 |
| 0020 | 706-02-00200 | Concrete Drive (6" Thick) | 777.5 | SQYD | 62.00 | 48,205.00 | 65.00 | 50,537.50 |
| 0021 | 706-04-00100 | Handicapped Curb Ramps | 23 | EACH | 1,100.00 | 25,300.00 | 1,000.00 | 23,000.00 |
| 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 45,000.00 | 45,000.00 | 50,000.00 | 50,000.00 |
| 0023 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 3.948 | MILE | 200.00 | 789.60 | 250.00 | 987.00 |
| 0024 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 16.512 | MILE | 200.00 | 3,302.40 | 400.00 | 6,604.80 |
| 0025 | 716-01-00100 | Mulch (Vegetative) | 1.9 | TON | 1,000.00 | 1,900.00 | 850.00 | 1,615.00 |
| 0026 | 717-01-00100 | Seeding | 43 | LB | 11.00 | 473.00 | 12.00 | 516.00 |
| 0027 | 718-01-00100 | Fertilizer | 960 | LB | 1.20 | 1,152.00 | 1.20 | 1,152.00 |
| 0028 | 726-01-00100 | Bedding Material | 10.2 | CUYD | 110.00 | 1,122.00 | 100.00 | 1,020.00 |
| 0029 | 727-01-00100 | Mobilization | 1 | LUMP | 115,000.00 | 115,000.00 | 95,000.00 | 95,000.00 |
| 0030 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 | 100.00 | 400.00 |
| 0031 | 731-02-00100 | Reflectorized Raised Pavement Markers | 374 | EACH | 5.00 | 1,870.00 | 7.50 | 2,805.00 |
| 0032 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 5.624 | MILE | 3,000.00 | 16,872.00 | 3,000.00 | 16,872.00 |
| 0033 | 735-01-00100 | Mailboxes | 46 | EACH | 11.00 | 506.00 | 5.00 | 230.00 |
| 0034 | 735-02-00100 | Mailbox Supports (Single) | 38 | EACH | 100.00 | 3,800.00 | 125.00 | 4,750.00 |
| 0035 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 125.00 | 125.00 | 200.00 | 200.00 |
| 0036 | 735-04-00100 | Mailbox Supports (Multiple) | 2 | EACH | 200.00 | 400.00 | 300.00 | 600.00 |
| 0037 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 |
| 0038 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 36,700 | INLF | 0.10 | 3,670.00 | 0.20 | 7,340.00 |
| 0039 | NS-507-00003 | Clean and Seal Ran Cracks in Asph Conc Pave (Hot Poured) | 3,000 | LNFT | 4.00 | 12,000.00 | 3.00 | 9,000.00 |
| 0040 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 3,284 | INLF | 1.50 | 4,926.00 | 2.00 | 6,568.00 |
| CONTRACTOR TOTAL | 1,170,746.90 | 1,195,561.10 | ||||||