Bid Tabulations
Letting of
07/10/2013
LA DOTD Headquarters
| Lead Project: H.010173.6 | |
| Parish: Washington | |
| Routes: LA 439 | |
| Description: LA 439: H. MIZELL RD. - LA 60 | |
| Type Const: GUARDRAIL, IN-PLACE CEMENT STABILIZED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, COLD PLANING, AND OTHER RELATED WORK. | |
| Estimated Construction Cost: $2,527,944.75 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06487 | Huey Stockstill, Inc. | $2,397,926.10 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $2,435,175.26 |
| 3 | 06276 | Barriere Construction Co., LLC. | $2,448,772.80 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Huey Stockstill, Inc. |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Barriere Construction Co., LLC. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-02000 | Removal of Asphalt Drives | 88 | SQYD | 1.00 | 88.00 | 20.00 | 1,760.00 | 15.00 | 1,320.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 44 | SQYD | 12.00 | 528.00 | 42.00 | 1,848.00 | 20.00 | 880.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 456 | LNFT | 5.00 | 2,280.00 | 23.00 | 10,488.00 | 6.00 | 2,736.00 |
| 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) See Summary of Drainange Structures | 191 | LNFT | 14.00 | 2,674.00 | 12.00 | 2,292.00 | 30.00 | 5,730.00 |
| 0005 | 202-02-38300 | Removal of Sign and U-Channel Post | 8 | EACH | 5.00 | 40.00 | 175.00 | 1,400.00 | 4.00 | 32.00 |
| 0006 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,113 | CUYD | 6.00 | 12,678.00 | 12.50 | 26,412.50 | 20.00 | 42,260.00 |
| 0007 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 3,031 | CUYD | 6.00 | 18,186.00 | 12.50 | 37,887.50 | 5.00 | 15,155.00 |
| 0008 | 204-02-00100 | Temporary Hay or Straw Bales | 48 | EACH | 14.00 | 672.00 | 18.00 | 864.00 | 15.00 | 720.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 18,536 | LNFT | 0.40 | 7,414.40 | 1.75 | 32,438.00 | 1.00 | 18,536.00 |
| 0010 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 84,500 | SQYD | 6.30 | 532,350.00 | 6.25 | 528,125.00 | 6.25 | 528,125.00 |
| 0011 | 308-02-00100 | Removal of Existing Patches | 1,500 | SQYD | 1.00 | 1,500.00 | 2.00 | 3,000.00 | 1.00 | 1,500.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 15.00 | 7,500.00 | 35.00 | 17,500.00 | 1.00 | 500.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 15,998.7 | TON | 71.00 | 1,135,907.70 | 73.00 | 1,167,905.10 | 74.00 | 1,183,903.80 |
| 0014 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,683.2 | TON | 71.00 | 119,507.20 | 89.50 | 150,646.40 | 1.00 | 1,683.20 |
| 0015 | 509-01-00100 | Cold Planing Asphaltic Pavement | 43,119 | SQYD | 1.40 | 60,366.60 | 2.00 | 86,238.00 | 1.25 | 53,898.75 |
| 0016 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,797 | CUYD | 0.00 | 0.00 | 1.00 | -1,797.00 | 10.00 | -17,970.00 |
| 0017 | 701-02-02000 | Cross Drain Pipe Arch (24" Equiv. RCPA or 30" Equiv. CMPA) Concrete Only | 216 | LNFT | 120.00 | 25,920.00 | 117.00 | 25,272.00 | 110.00 | 23,760.00 |
| 0018 | 704-03-00100 | Blocked Out Guard Rail | 150 | LNFT | 18.00 | 2,700.00 | 22.00 | 3,300.00 | 20.00 | 3,000.00 |
| 0019 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 50 | LNFT | 40.00 | 2,000.00 | 41.00 | 2,050.00 | 55.00 | 2,750.00 |
| 0020 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 65.00 | 6,500.00 | 65.00 | 6,500.00 | 100.00 | 10,000.00 |
| 0021 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,200.00 | 8,800.00 | 2,250.00 | 9,000.00 | 2,700.00 | 10,800.00 |
| 0022 | 707-04-00100 | Asphaltic Curb | 40 | LNFT | 30.00 | 1,200.00 | 77.00 | 3,080.00 | 50.00 | 2,000.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 72,000.00 | 72,000.00 | 20,000.00 | 20,000.00 | 160,000.00 | 160,000.00 |
| 0024 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 16.8 | MILE | 150.00 | 2,520.00 | 155.00 | 2,604.00 | 55.00 | 924.00 |
| 0025 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 4.734 | MILE | 50.00 | 236.70 | 500.00 | 2,367.00 | 525.00 | 2,485.35 |
| 0026 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 60.276 | MILE | 100.00 | 6,027.60 | 485.00 | 29,233.86 | 100.00 | 6,027.60 |
| 0027 | 717-01-00100 | Seeding | 204 | LB | 14.00 | 2,856.00 | 13.00 | 2,652.00 | 12.00 | 2,448.00 |
| 0028 | 718-01-00100 | Fertilizer | 6,778 | LB | 0.55 | 3,727.90 | 1.00 | 6,778.00 | 2.00 | 13,556.00 |
| 0029 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 11,000.00 | 11,000.00 | 3,500.00 | 3,500.00 | 1,000.00 | 1,000.00 |
| 0030 | 726-01-00100 | Bedding Material | 48 | CUYD | 70.00 | 3,360.00 | 1.55 | 74.40 | 100.00 | 4,800.00 |
| 0031 | 727-01-00100 | Mobilization | 1 | LUMP | 228,000.00 | 228,000.00 | 135,500.00 | 135,500.00 | 225,000.00 | 225,000.00 |
| 0032 | 729-16-00300 | Object Marker Assembly (Type 3) | 14 | EACH | 80.00 | 1,120.00 | 78.00 | 1,092.00 | 85.00 | 1,190.00 |
| 0033 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,723 | EACH | 5.60 | 9,648.80 | 5.50 | 9,476.50 | 6.00 | 10,338.00 |
| 0034 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 20.092 | MILE | 2,500.00 | 50,230.00 | 2,800.00 | 56,257.60 | 3,250.00 | 65,299.00 |
| 0035 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.578 | MILE | 900.00 | 1,420.20 | 850.00 | 1,341.30 | 950.00 | 1,499.10 |
| 0036 | 732-03-02010 | Plastic Pvmt Strip (Dotted Line)(4" W)(2' L)(Thermo 90 mil) | 0.048 | MILE | 1,300.00 | 62.40 | 1,075.00 | 51.60 | 1,500.00 | 72.00 |
| 0037 | 735-01-00100 | Mailboxes | 96 | EACH | 5.00 | 480.00 | 12.75 | 1,224.00 | 8.00 | 768.00 |
| 0038 | 735-02-00100 | Mailbox Supports (Single) | 92 | EACH | 130.00 | 11,960.00 | 110.00 | 10,120.00 | 150.00 | 13,800.00 |
| 0039 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 500.00 | 500.00 | 155.00 | 155.00 | 500.00 | 500.00 |
| 0040 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 15,500.00 | 15,500.00 | 22,000.00 | 22,000.00 |
| 0041 | 805-09-00100 | Expansion Joint Seal To be used at both ends of Bridge #8592212621 | 87.4 | LNFT | 40.00 | 3,496.00 | 75.00 | 6,555.00 | 50.00 | 4,370.00 |
| 0042 | NS-200-00020 | Cleaning Existing Ditches | 800 | LNFT | 9.00 | 7,200.00 | 4.50 | 3,600.00 | 6.00 | 4,800.00 |
| 0043 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 1,488 | INLF | 0.40 | 595.20 | 0.75 | 1,116.00 | 1.00 | 1,488.00 |
| 0044 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 264 | INLF | 0.60 | 158.40 | 5.50 | 1,452.00 | 1.00 | 264.00 |
| 0045 | NS-602-00001 | Milling Concrete Pavement | 304 | SQYD | 20.00 | 6,080.00 | 16.00 | 4,864.00 | 16.00 | 4,864.00 |
| 0046 | NS-724-00001 | Rumble Strips (Centerline Ground-In) (12" Width)(Sta. 282+27 to Sta. 306+15) | 0.5 | MILE | 550.00 | 275.00 | 295.00 | 147.50 | 2,000.00 | 1,000.00 |
| 0047 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) (6" Width)(Sta. 10+00 to Sta. 306+15) | 11.2 | MILE | 550.00 | 6,160.00 | 295.00 | 3,304.00 | 800.00 | 8,960.00 |
| CONTRACTOR TOTAL | 2,397,926.10 | 2,435,175.26 | 2,448,772.80 | |||||||