Bid Tabulations
Letting of
06/23/2010
LA DOTD Headquarters
| Lead Project: 030-04-0031 | |
| Parish: Washington | |
| Routes: LA 21 | |
| Description: N. Jct. La 436 - Jct. La 1071 | |
| Type Const: DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, ASPHALTIC SURFACE TREATMENT, SUPERPAVE ASPHALTIC CONCRETE OVERLAY AND RELATED WORK. | |
| Estimated Construction Cost: $3,474,165.26 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $2,936,930.05 |
| 2 | 06276 | Barriere Construction Co., LLC. | $3,125,284.95 |
| 3 | 06487 | Huey Stockstill, Inc. | $3,281,185.05 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Barriere Construction Co., LLC. |
- 3 - Huey Stockstill, Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 1,542 | LNFT | 2.13 | 3,284.46 | 3.30 | 5,088.60 | 6.00 | 9,252.00 |
| 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) Sta. 90+50, Sta. 146+45, Sta.147+90, Sta. 196+00, Sta. 201+60, Sta. 214+71 & Sta. 291+70 | 672 | LNFT | 26.63 | 17,895.36 | 10.00 | 6,720.00 | 8.00 | 5,376.00 |
| 0003 | 202-02-38300 | Removal of Sign and U-Channel Post | 46 | EACH | 26.63 | 1,224.98 | 27.00 | 1,242.00 | 10.00 | 460.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,000 | CUYD | 12.24 | 24,480.00 | 6.00 | 12,000.00 | 16.00 | 32,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 72 | EACH | 10.65 | 766.80 | 11.00 | 792.00 | 10.00 | 720.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 2,968 | LNFT | 4.21 | 12,495.28 | 1.50 | 4,452.00 | 1.40 | 4,155.20 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 30 | CUYD | 21.78 | 653.40 | 70.00 | 2,100.00 | 18.00 | 540.00 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 29,921.1 | TON | 59.40 | 1,777,313.34 | 65.00 | 1,944,871.50 | 65.00 | 1,944,871.50 |
| 0009 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,107 | TON | 118.31 | 130,969.17 | 65.00 | 71,955.00 | 65.00 | 71,955.00 |
| 0010 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 46,099 | GAL | 3.33 | 153,509.67 | 3.30 | 152,126.70 | 3.10 | 142,906.90 |
| 0011 | 507-02-00200 | Aggregate (S2) | 67,793 | SQYD | 1.07 | 72,538.51 | 1.00 | 67,793.00 | 1.00 | 67,793.00 |
| 0012 | 507-02-00300 | Aggregate (S3) | 67,793 | SQYD | 0.86 | 58,301.98 | 0.75 | 50,844.75 | 0.85 | 57,624.05 |
| 0013 | 509-01-00100 | Cold Planing Asphaltic Pavement | 82,459 | SQYD | 1.22 | 100,599.98 | 1.20 | 98,950.80 | 1.20 | 98,950.80 |
| 0014 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -4,295 | CUYD | 0.10 | -429.50 | 1.00 | -4,295.00 | 0.00 | 0.00 |
| 0015 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 950 | SQYD | 78.82 | 74,879.00 | 65.00 | 61,750.00 | 100.00 | 95,000.00 |
| 0016 | 701-02-02000 | Cross Drain Pipe Arch (24" Equiv. RCPA or 30" Equiv. CMPA) | 72 | LNFT | 175.79 | 12,656.88 | 180.00 | 12,960.00 | 170.00 | 12,240.00 |
| 0017 | 701-02-02160 | Cross Drain Pipe Arch (48" Equiv. RCPA or 54" Equiv. CMPA) | 232 | LNFT | 229.06 | 53,141.92 | 290.00 | 67,280.00 | 280.00 | 64,960.00 |
| 0018 | 701-02-02200 | Cross Drain Pipe Arch (54" Equiv. RCPA or 60" Equiv. CMPA) | 144 | LNFT | 282.32 | 40,654.08 | 340.00 | 48,960.00 | 330.00 | 47,520.00 |
| 0019 | 701-02-02220 | Cross Drain Pipe Arch (60" Equiv. RCPA or 72" Equiv. CMPA) | 160 | LNFT | 404.84 | 64,774.40 | 415.00 | 66,400.00 | 400.00 | 64,000.00 |
| 0020 | 701-02-02240 | Cross Drain Pipe Arch (72" Equiv. RCPA or 84" Equiv. CMPA) | 80 | LNFT | 532.69 | 42,615.20 | 515.00 | 41,200.00 | 500.00 | 40,000.00 |
| 0021 | 701-15-00100 | Concrete Collar | 2 | EACH | 1,065.38 | 2,130.76 | 830.00 | 1,660.00 | 800.00 | 1,600.00 |
| 0022 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 520 | LNFT | 31.96 | 16,619.20 | 38.00 | 19,760.00 | 35.00 | 18,200.00 |
| 0023 | 704-03-00100 | Blocked Out Guard Rail | 987.5 | LNFT | 21.31 | 21,043.63 | 21.00 | 20,737.50 | 18.00 | 17,775.00 |
| 0024 | 704-05-00100 | Guard Rail Anchor Sections (BCT) | 31.3 | LNFT | 106.54 | 3,334.70 | 82.00 | 2,566.60 | 100.00 | 3,130.00 |
| 0025 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 350 | LNFT | 61.79 | 21,626.50 | 71.00 | 24,850.00 | 60.00 | 21,000.00 |
| 0026 | 704-11-00100 | Guard Rail End Treatment (Flared) | 21 | EACH | 1,917.68 | 40,271.28 | 2,200.00 | 46,200.00 | 2,100.00 | 44,100.00 |
| 0027 | 711-02-00300 | Riprap (30 lb) | 22 | CUYD | 79.90 | 1,757.80 | 100.00 | 2,200.00 | 100.00 | 2,200.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 29,893.76 | 29,893.76 | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 |
| 0029 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 150 | LNFT | 0.23 | 34.50 | 0.10 | 15.00 | 0.20 | 30.00 |
| 0030 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 11.98 | MILE | 143.80 | 1,722.72 | 150.00 | 1,797.00 | 200.00 | 2,396.00 |
| 0031 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 8.783 | MILE | 506.05 | 4,444.64 | 1.00 | 8.78 | 500.00 | 4,391.50 |
| 0032 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 33.07 | MILE | 585.96 | 19,377.70 | 1.00 | 33.07 | 600.00 | 19,842.00 |
| 0033 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 1,864.41 | 1,677.97 | 1,350.00 | 1,215.00 | 1,300.00 | 1,170.00 |
| 0034 | 717-01-00100 | Seeding | 238 | LB | 10.65 | 2,534.70 | 2.25 | 535.50 | 2.20 | 523.60 |
| 0035 | 718-01-00100 | Fertilizer | 435 | LB | 1.07 | 465.45 | 3.25 | 1,413.75 | 3.00 | 1,305.00 |
| 0036 | 726-01-00100 | Bedding Material | 200 | CUYD | 90.56 | 18,112.00 | 80.00 | 16,000.00 | 80.00 | 16,000.00 |
| 0037 | 727-01-00100 | Mobilization | 1 | LUMP | 30,100.00 | 30,100.00 | 164,000.00 | 164,000.00 | 267,000.00 | 267,000.00 |
| 0038 | 729-16-00300 | Object Marker Assembly (Type 3) | 46 | EACH | 117.19 | 5,390.74 | 80.00 | 3,680.00 | 80.00 | 3,680.00 |
| 0039 | 731-02-00100 | Reflectorized Raised Pavement Markers | 792 | EACH | 5.59 | 4,427.28 | 5.50 | 4,356.00 | 6.00 | 4,752.00 |
| 0040 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 75 | LNFT | 1.44 | 108.00 | 1.40 | 105.00 | 1.50 | 112.50 |
| 0041 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 16.535 | MILE | 2,663.44 | 44,039.98 | 2,700.00 | 44,644.50 | 2,800.00 | 46,298.00 |
| 0042 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.391 | MILE | 905.57 | 3,976.36 | 900.00 | 3,951.90 | 1,000.00 | 4,391.00 |
| 0043 | 735-01-00100 | Mailboxes | 54 | EACH | 6.39 | 345.06 | 1.00 | 54.00 | 6.00 | 324.00 |
| 0044 | 735-02-00100 | Mailbox Supports (Single) | 54 | EACH | 165.13 | 8,917.02 | 115.00 | 6,210.00 | 160.00 | 8,640.00 |
| 0045 | 740-01-00100 | Construction Layout | 1 | LUMP | 8,309.94 | 8,309.94 | 2,500.00 | 2,500.00 | 6,000.00 | 6,000.00 |
| 0046 | NS-200-00020 | Cleaning Existing Ditches | 500 | LNFT | 5.33 | 2,665.00 | 4.00 | 2,000.00 | 10.00 | 5,000.00 |
| 0047 | NS-700-00240 | Special Guard Rail Anchor Section | 1 | EACH | 1,278.45 | 1,278.45 | 1,600.00 | 1,600.00 | 1,000.00 | 1,000.00 |
| CONTRACTOR TOTAL | 2,936,930.05 | 3,125,284.95 | 3,281,185.05 | |||||||