Bid Tabulations
Letting of
03/14/2012
LA DOTD Headquarters
| Lead Project: H.007871.6 | |
| Parish: Avoyelles | |
| Routes: LA 1192 | |
| Description: LA 1192: JOHNSON RD. - S. JCT LA 107 | |
| Type Const: DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK | |
| Estimated Construction Cost: $1,527,310.01 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $1,414,797.26 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $1,419,530.27 |
| 3 | 05789 | D & J Construction Co., Inc. | $1,848,929.20 |
| 4 | 00849 | F.G. Sullivan, Jr. Contractor LLC | $1,933,351.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - D & J Construction Co., Inc. |
- 4 - F.G. Sullivan, Jr. Contractor LLC |
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| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 1,000.00 | 1,000.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | 500.00 | 500.00 |
| 0002 | 203-07-00100 | Borrow (Vehicular Measurement) | 20 | CUYD | 16.00 | 320.00 | 50.00 | 1,000.00 | 20.00 | 400.00 | 35.00 | 700.00 |
| 0003 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 850 | CUYD | 85.00 | 72,250.00 | 68.50 | 58,225.00 | 70.00 | 59,500.00 | 30.00 | 25,500.00 |
| 0004 | 502-01-00100 | Superpave Asphaltic Concrete | 8,926.1 | TON | 80.00 | 714,088.00 | 81.00 | 723,014.10 | 104.00 | 928,314.40 | 110.00 | 981,871.00 |
| 0005 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,656.3 | TON | 136.00 | 225,256.80 | 109.00 | 180,536.70 | 104.00 | 172,255.20 | 110.00 | 182,193.00 |
| 0006 | 509-01-00100 | Cold Planing Asphaltic Pavement | 1,298 | SQYD | 12.50 | 16,225.00 | 4.00 | 5,192.00 | 10.00 | 12,980.00 | 10.00 | 12,980.00 |
| 0007 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -44 | CUYD | 1.00 | -44.00 | 5.00 | -220.00 | 0.10 | -4.40 | 0.00 | 0.00 |
| 0008 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,550 | SQYD | 90.00 | 139,500.00 | 82.00 | 127,100.00 | 125.00 | 193,750.00 | 120.00 | 186,000.00 |
| 0009 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 72 | LNFT | 70.00 | 5,040.00 | 185.00 | 13,320.00 | 75.00 | 5,400.00 | 180.00 | 12,960.00 |
| 0010 | 701-02-01120 | Cross Drain Pipe Arch (60" Equiv. RCPA) | 96 | LNFT | 425.00 | 40,800.00 | 415.00 | 39,840.00 | 400.00 | 38,400.00 | 350.00 | 33,600.00 |
| 0011 | 701-02-02000 | Cross Drain Pipe Arch (24" Equiv. RCPA or 30" Equiv. CMPA) | 160 | LNFT | 70.00 | 11,200.00 | 180.00 | 28,800.00 | 75.00 | 12,000.00 | 180.00 | 28,800.00 |
| 0012 | 701-02-02040 | Cross Drain Pipe Arch (30" Equiv. RCPA or 36" Equiv. CMPA) | 48 | LNFT | 95.00 | 4,560.00 | 190.00 | 9,120.00 | 95.00 | 4,560.00 | 235.00 | 11,280.00 |
| 0013 | 701-02-02080 | Cross Drain Pipe Arch (36" Equiv. RCPA or 42" Equiv. CMPA) | 40 | LNFT | 125.00 | 5,000.00 | 225.00 | 9,000.00 | 125.00 | 5,000.00 | 250.00 | 10,000.00 |
| 0014 | 705-09-00100 | Rebuilt Fence | 130 | LNFT | 5.50 | 715.00 | 25.00 | 3,250.00 | 6.00 | 780.00 | 10.00 | 1,300.00 |
| 0015 | 711-03-00400 | Riprap (55 lb) | 50 | TON | 55.00 | 2,750.00 | 100.00 | 5,000.00 | 55.00 | 2,750.00 | 85.00 | 4,250.00 |
| 0016 | 711-04-00100 | Geotextile Fabric | 100 | SQYD | 2.10 | 210.00 | 5.00 | 500.00 | 5.00 | 500.00 | 2.00 | 200.00 |
| 0017 | 712-02-00100 | Sacked Concrete Revetment | 30 | SQYD | 75.00 | 2,250.00 | 140.00 | 4,200.00 | 80.00 | 2,400.00 | 120.00 | 3,600.00 |
| 0018 | 712-04-00100 | Flexible Revetment | 71 | SQYD | 70.00 | 4,970.00 | 80.00 | 5,680.00 | 80.00 | 5,680.00 | 48.00 | 3,408.00 |
| 0019 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,000.00 | 12,000.00 | 23,000.00 | 23,000.00 | 35,000.00 | 35,000.00 | 100,000.00 | 100,000.00 |
| 0020 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 15 | LNFT | 0.65 | 9.75 | 2.00 | 30.00 | 3.00 | 45.00 | 0.50 | 7.50 |
| 0021 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 7.712 | MILE | 170.00 | 1,311.04 | 400.00 | 3,084.80 | 250.00 | 1,928.00 | 500.00 | 3,856.00 |
| 0022 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 4.701 | MILE | 170.00 | 799.17 | 1.00 | 4.70 | 200.00 | 940.20 | 100.00 | 470.10 |
| 0023 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 8.572 | MILE | 525.00 | 4,500.30 | 1.00 | 8.57 | 400.00 | 3,428.80 | 100.00 | 857.20 |
| 0024 | 726-01-00100 | Bedding Material | 49.5 | CUYD | 90.00 | 4,455.00 | 100.00 | 4,950.00 | 100.00 | 4,950.00 | 100.00 | 4,950.00 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 40,000.00 | 40,000.00 | 100,000.00 | 100,000.00 | 125,000.00 | 125,000.00 | 182,000.00 | 182,000.00 |
| 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 20 | EACH | 130.00 | 2,600.00 | 90.00 | 1,800.00 | 125.00 | 2,500.00 | 100.00 | 2,000.00 |
| 0027 | 731-02-00100 | Reflectorized Raised Pavement Markers | 710 | EACH | 4.25 | 3,017.50 | 6.50 | 4,615.00 | 6.00 | 4,260.00 | 6.00 | 4,260.00 |
| 0028 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 15 | LNFT | 4.25 | 63.75 | 13.00 | 195.00 | 12.00 | 180.00 | 12.00 | 180.00 |
| 0029 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 4.286 | MILE | 2,800.00 | 12,000.80 | 2,900.00 | 12,429.40 | 3,000.00 | 12,858.00 | 2,700.00 | 11,572.20 |
| 0030 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.35 | MILE | 725.00 | 1,703.75 | 900.00 | 2,115.00 | 1,000.00 | 2,350.00 | 800.00 | 1,880.00 |
| 0031 | 735-01-00100 | Mailboxes | 111 | EACH | 1.00 | 111.00 | 12.00 | 1,332.00 | 5.00 | 555.00 | 1.00 | 111.00 |
| 0032 | 735-02-00100 | Mailbox Supports (Single) | 100 | EACH | 105.00 | 10,500.00 | 110.00 | 11,000.00 | 125.00 | 12,500.00 | 120.00 | 12,000.00 |
| 0033 | 735-03-00100 | Mailbox Supports (Double) | 5 | EACH | 130.00 | 650.00 | 140.00 | 700.00 | 175.00 | 875.00 | 180.00 | 900.00 |
| 0034 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 180.00 | 180.00 | 200.00 | 200.00 | 250.00 | 250.00 | 325.00 | 325.00 |
| 0035 | 739-01-00100 | Hydro-Seeding | 2.8 | ACRE | 1,100.00 | 3,080.00 | 1,200.00 | 3,360.00 | 2,000.00 | 5,600.00 | 1,000.00 | 2,800.00 |
| 0036 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,100.00 | 10,100.00 | 8,000.00 | 8,000.00 | 12,000.00 | 12,000.00 | 25,000.00 | 25,000.00 |
| 0037 | NS-200-00020 | Cleaning Existing Ditches | 200 | LNFT | 8.00 | 1,600.00 | 9.00 | 1,800.00 | 10.00 | 2,000.00 | 10.00 | 2,000.00 |
| 0038 | NS-201-00001 | Tree and Stump Removal (Under 36" - 36" Diameter) | 4 | EACH | 1,600.00 | 6,400.00 | 750.00 | 3,000.00 | 3,000.00 | 12,000.00 | 750.00 | 3,000.00 |
| 0039 | NS-500-00280 | Surface Preparation | 1 | LUMP | 44,250.00 | 44,250.00 | 15,000.00 | 15,000.00 | 150,000.00 | 150,000.00 | 59,300.00 | 59,300.00 |
| 0040 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 33,480 | INLF | 0.28 | 9,374.40 | 0.10 | 3,348.00 | 0.30 | 10,044.00 | 0.50 | 16,740.00 |
| CONTRACTOR TOTAL | 1,414,797.26 | 1,419,530.27 | 1,848,929.20 | 1,933,351.00 | ||||||||