Bid Tabulations
Letting of
01/11/2012
LA DOTD Headquarters
| Lead Project: H.002649.6 | |
| Parish: Caldwell | |
| Routes: LA 506 | |
| Description: LA 506: HOOTERVILLE ROAD - TALIAFERRO ROAD | |
| Type Const: COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $993,424.88 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $1,059,278.30 |
| 2 | 41115 | Kdc Construction Co., Llc | $1,195,969.87 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., Inc. |
- 2 - Kdc Construction Co., Llc |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06040 | Removal of Concrete Box Headwall STATION 126+53 LT. | 1 | EACH | 600.00 | 600.00 | 1,000.00 | 1,000.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 2,258 | LNFT | 15.00 | 33,870.00 | 5.50 | 12,419.00 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 75 | CUYD | 40.00 | 3,000.00 | 7.25 | 543.75 |
| 0004 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,423 | CUYD | 45.00 | 64,035.00 | 55.00 | 78,265.00 |
| 0005 | 502-01-00100 | Superpave Asphaltic Concrete | 4,772.7 | TON | 93.00 | 443,861.10 | 98.00 | 467,724.60 |
| 0006 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 268.9 | TON | 155.00 | 41,679.50 | 129.60 | 34,849.44 |
| 0007 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 23,837 | GAL | 3.50 | 83,429.50 | 4.12 | 98,208.44 |
| 0008 | 507-02-00200 | Aggregate (S2) | 35,055 | SQYD | 1.05 | 36,807.75 | 1.17 | 41,014.35 |
| 0009 | 507-02-00300 | Aggregate (S3) | 35,055 | SQYD | 0.80 | 28,044.00 | 1.04 | 36,457.20 |
| 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 1,483 | SQYD | 7.00 | 10,381.00 | 6.00 | 8,898.00 |
| 0011 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -48 | CUYD | 0.10 | -4.80 | 1.00 | -48.00 |
| 0012 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 500 | SQYD | 100.00 | 50,000.00 | 85.00 | 42,500.00 |
| 0013 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 1,570 | LNFT | 56.00 | 87,920.00 | 85.00 | 133,450.00 |
| 0014 | 704-03-00100 | Blocked Out Guard Rail | 300 | LNFT | 18.00 | 5,400.00 | 15.00 | 4,500.00 |
| 0015 | 704-08-00100 | Guard Rail Transitions (Single Thrie Beam) | 600 | LNFT | 34.00 | 20,400.00 | 55.00 | 33,000.00 |
| 0016 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 24 | EACH | 2,400.00 | 57,600.00 | 3,000.00 | 72,000.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 4,000.00 | 4,000.00 | 15,000.00 | 15,000.00 |
| 0018 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 6.294 | MILE | 225.00 | 1,416.15 | 540.00 | 3,398.76 |
| 0019 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 11.187 | MILE | 400.00 | 4,474.80 | 675.00 | 7,551.23 |
| 0020 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 832 | EACH | 2.00 | 1,664.00 | 0.85 | 707.20 |
| 0021 | 716-01-00100 | Mulch (Vegetative) | 0.1 | TON | 10,000.00 | 1,000.00 | 2,350.00 | 235.00 |
| 0022 | 717-01-00100 | Seeding | 1 | LB | 175.00 | 175.00 | 1.00 | 1.00 |
| 0023 | 718-01-00100 | Fertilizer | 20 | LB | 45.00 | 900.00 | 1.50 | 30.00 |
| 0024 | 726-01-00100 | Bedding Material | 4.2 | CUYD | 115.00 | 483.00 | 62.00 | 260.40 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 |
| 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 24 | EACH | 75.00 | 1,800.00 | 65.00 | 1,560.00 |
| 0027 | 731-02-00100 | Reflectorized Raised Pavement Markers | 416 | EACH | 7.00 | 2,912.00 | 4.50 | 1,872.00 |
| 0028 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 5.594 | MILE | 3,000.00 | 16,782.00 | 2,600.00 | 14,544.40 |
| 0029 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.642 | MILE | 1,200.00 | 770.40 | 800.00 | 513.60 |
| 0030 | 732-05-00100 | Removal of Existing Markings | 3.147 | MILE | 700.00 | 2,202.90 | 3,500.00 | 11,014.50 |
| 0031 | 735-01-00100 | Mailboxes | 3 | EACH | 5.00 | 15.00 | 15.00 | 45.00 |
| 0032 | 735-02-00100 | Mailbox Supports (Single) | 3 | EACH | 300.00 | 900.00 | 125.00 | 375.00 |
| 0033 | 740-01-00100 | Construction Layout | 1 | LUMP | 3,000.00 | 3,000.00 | 18,000.00 | 18,000.00 |
| 0034 | 805-12-32040 | Reinforced Concrete Box Culverts (5' x 3') (Extension) | 16 | LNFT | 400.00 | 6,400.00 | 275.00 | 4,400.00 |
| 0035 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 3,360 | INLF | 1.00 | 3,360.00 | 0.50 | 1,680.00 |
| CONTRACTOR TOTAL | 1,059,278.30 | 1,195,969.87 | ||||||