Bid Tabulations
Letting of
04/27/2011
LA DOTD Headquarters
| Lead Project: 281-04-0028 | |
| Parish: St. Tammany | |
| Routes: LA 435 | |
| Description: DOUBLE CREEK BRIDGE - JCT. LA 41 | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC PAVEMENT, IN-PLACE CEMENT TREATED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK. | |
| Estimated Construction Cost: $2,047,453.38 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06487 | Huey Stockstill, Inc. | $2,058,839.95 |
| 2 | 06276 | Barriere Construction Co., LLC. | $2,195,000.00 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $2,241,980.53 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Huey Stockstill, Inc. |
- 2 - Barriere Construction Co., LLC. |
- 3 - Diamond B Construction Co., L.L.C. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 309 | SQYD | 8.00 | 2,472.00 | 1.00 | 309.00 | 18.00 | 5,562.00 |
| 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) At stations :429+30.0, 451+50.0, 465+20.0, 473+30.0, 509+90.0, 539+50.0, 567+60.0, 576+65.0, 576+90.0, 578+50, 580+50.0, 600+30.0 & 609+65.0 | 356 | LNFT | 6.50 | 2,314.00 | 60.00 | 21,360.00 | 7.00 | 2,492.00 |
| 0003 | 202-02-32120 | Removal of Pipe (Side Drain) 15" CMPA at Stations 579+08.0 & 579+69.0 | 48 | LNFT | 6.50 | 312.00 | 50.00 | 2,400.00 | 7.00 | 336.00 |
| 0004 | 202-02-38300 | Removal of Sign and U-Channel Post | 30 | EACH | 5.50 | 165.00 | 5.50 | 165.00 | 85.00 | 2,550.00 |
| 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,025 | CUYD | 18.00 | 18,450.00 | 10.00 | 10,250.00 | 30.00 | 30,750.00 |
| 0006 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,100 | CUYD | 12.00 | 13,200.00 | 10.00 | 11,000.00 | 20.00 | 22,000.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 144 | EACH | 10.00 | 1,440.00 | 12.00 | 1,728.00 | 40.00 | 5,760.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 8,670 | LNFT | 1.40 | 12,138.00 | 1.50 | 13,005.00 | 3.00 | 26,010.00 |
| 0009 | 303-02-00100 | Removal of Existing Patches | 300 | SQYD | 8.00 | 2,400.00 | 1.00 | 300.00 | 20.00 | 6,000.00 |
| 0010 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 58,183 | SQYD | 5.55 | 322,915.65 | 8.60 | 500,373.80 | 6.25 | 363,643.75 |
| 0011 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 18.00 | 9,000.00 | 25.00 | 12,500.00 | 22.00 | 11,000.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 14,462.5 | TON | 75.00 | 1,084,687.50 | 76.00 | 1,099,150.00 | 77.00 | 1,113,612.50 |
| 0013 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,030.7 | TON | 130.00 | 133,991.00 | 1.00 | 1,030.70 | 150.00 | 154,605.00 |
| 0014 | 509-01-00100 | Cold Planing Asphaltic Pavement | 46,144 | SQYD | 2.20 | 101,516.80 | 2.00 | 92,288.00 | 3.00 | 138,432.00 |
| 0015 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,845 | CUYD | 0.00 | 0.00 | 5.00 | -19,225.00 | 0.10 | -384.50 |
| 0016 | 701-02-02000 | Cross Drain Pipe Arch (24" Equiv. RCPA or 30" Equiv. CMPA) | 44 | LNFT | 160.00 | 7,040.00 | 115.00 | 5,060.00 | 160.00 | 7,040.00 |
| 0017 | 701-02-02001 | Cross Drain Pipe Arch (24" Equiv. RCPA or 24" Equiv. CMPA) | 64 | LNFT | 160.00 | 10,240.00 | 140.00 | 8,960.00 | 160.00 | 10,240.00 |
| 0018 | 701-02-02040 | Cross Drain Pipe Arch (30" Equiv. RCPA or 36" Equiv. CMPA) | 164 | LNFT | 180.00 | 29,520.00 | 150.00 | 24,600.00 | 175.00 | 28,700.00 |
| 0019 | 701-02-02080 | Cross Drain Pipe Arch (36" Equiv. RCPA or 42" Equiv. CMPA) | 72 | LNFT | 200.00 | 14,400.00 | 200.00 | 14,400.00 | 200.00 | 14,400.00 |
| 0020 | 701-02-02160 | Cross Drain Pipe Arch (48" Equiv. RCPA or 54" Equiv. CMPA) | 44 | LNFT | 250.00 | 11,000.00 | 275.00 | 12,100.00 | 250.00 | 11,000.00 |
| 0021 | 701-02-02200 | Cross Drain Pipe Arch (54" Equiv. RCPA or 60" Equiv. CMPA) | 44 | LNFT | 330.00 | 14,520.00 | 325.00 | 14,300.00 | 350.00 | 15,400.00 |
| 0022 | 701-04-01040 | Storm Drain Pipe Arch (24" Equiv. RCPA) | 128 | LNFT | 100.00 | 12,800.00 | 80.00 | 10,240.00 | 105.00 | 13,440.00 |
| 0023 | 701-04-01080 | Storm Drain Pipe Arch (36" Equiv. RCPA) | 31 | LNFT | 130.00 | 4,030.00 | 185.00 | 5,735.00 | 125.00 | 3,875.00 |
| 0024 | 701-04-01100 | Storm Drain Pipe Arch (42" Equiv. RCPA) | 182 | LNFT | 140.00 | 25,480.00 | 150.00 | 27,300.00 | 140.00 | 25,480.00 |
| 0025 | 702-03-00100 | Catch Basins (CB-01) Stations 579+31.3, 578+50.0, 577+79.1 & 577+06.8 (Type C Grate) | 4 | EACH | 3,000.00 | 12,000.00 | 2,800.00 | 11,200.00 | 3,000.00 | 12,000.00 |
| 0026 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 33,650.00 | 33,650.00 | 40,000.00 | 40,000.00 | 16,000.00 | 16,000.00 |
| 0027 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 48 | LNFT | 0.40 | 19.20 | 0.10 | 4.80 | 6.00 | 288.00 |
| 0028 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 7.866 | MILE | 200.00 | 1,573.20 | 200.00 | 1,573.20 | 200.00 | 1,573.20 |
| 0029 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 2.428 | MILE | 300.00 | 728.40 | 1.00 | 2.43 | 210.00 | 509.88 |
| 0030 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 22.6 | MILE | 400.00 | 9,040.00 | 1.00 | 22.60 | 420.00 | 9,492.00 |
| 0031 | 716-01-00100 | Mulch (Vegetative) | 7.6 | TON | 250.00 | 1,900.00 | 700.00 | 5,320.00 | 600.00 | 4,560.00 |
| 0032 | 717-01-00100 | Seeding | 114 | LB | 11.00 | 1,254.00 | 9.00 | 1,026.00 | 9.00 | 1,026.00 |
| 0033 | 718-01-00100 | Fertilizer | 3,814 | LB | 1.00 | 3,814.00 | 0.55 | 2,097.70 | 0.55 | 2,097.70 |
| 0034 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 5,000.00 | 5,000.00 | 1,819.79 | 1,819.79 | 13,250.00 | 13,250.00 |
| 0035 | 726-01-00100 | Bedding Material | 69 | CUYD | 88.00 | 6,072.00 | 50.00 | 3,450.00 | 90.00 | 6,210.00 |
| 0036 | 727-01-00100 | Mobilization | 1 | LUMP | 100,000.00 | 100,000.00 | 200,000.00 | 200,000.00 | 100,000.00 | 100,000.00 |
| 0037 | 729-16-00300 | Object Marker Assembly (Type 3) | 30 | EACH | 95.00 | 2,850.00 | 95.00 | 2,850.00 | 95.00 | 2,850.00 |
| 0038 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,040 | EACH | 5.00 | 5,200.00 | 5.65 | 5,876.00 | 7.00 | 7,280.00 |
| 0039 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 24 | LNFT | 5.00 | 120.00 | 5.40 | 129.60 | 16.00 | 384.00 |
| 0040 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 11.3 | MILE | 2,600.00 | 29,380.00 | 3,075.00 | 34,747.50 | 2,800.00 | 31,640.00 |
| 0041 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.214 | MILE | 800.00 | 971.20 | 920.00 | 1,116.88 | 1,000.00 | 1,214.00 |
| 0042 | 735-01-00100 | Mailboxes | 6 | EACH | 6.00 | 36.00 | 6.50 | 39.00 | 7.00 | 42.00 |
| 0043 | 735-02-00100 | Mailbox Supports (Single) | 6 | EACH | 150.00 | 900.00 | 165.00 | 990.00 | 160.00 | 960.00 |
| 0044 | 740-01-00100 | Construction Layout | 1 | LUMP | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0045 | NS-200-00020 | Cleaning Existing Ditches | 500 | LNFT | 6.00 | 3,000.00 | 4.00 | 2,000.00 | 7.00 | 3,500.00 |
| 0046 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement For use at asphalt drives | 880 | INLF | 1.00 | 880.00 | 1.00 | 880.00 | 3.00 | 2,640.00 |
| 0047 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement For use at concrete drives | 420 | INLF | 1.00 | 420.00 | 1.25 | 525.00 | 6.00 | 2,520.00 |
| CONTRACTOR TOTAL | 2,058,839.95 | 2,195,000.00 | 2,241,980.53 | |||||||