Bid Tabulations
Letting of
09/29/2010
LA DOTD Headquarters
| Lead Project: 009-02-0019 | |
| Parish: Grant | |
| Routes: US 71 | |
| Description: JCT. LA 492 - JCT. LA 158 | |
| Type Const: GRADING, PAVEMENT PATCHING, COLD PLANING ASPHALTIC CONCRETE PAVEMENT, ASPHALTIC SURFACE TREATMENT, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK | |
| Estimated Construction Cost: $3,263,885.13 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $2,518,367.81 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $2,612,466.51 |
| 3 | 05789 | D & J Construction Co., Inc. | $2,973,517.15 |
| 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. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 2,828 | LNFT | 5.00 | 14,140.00 | 6.00 | 16,968.00 | 6.00 | 16,968.00 |
| 0002 | 203-07-00100 | Borrow (Vehicular Measurement) | 4,100 | CUYD | 15.00 | 61,500.00 | 15.00 | 61,500.00 | 18.00 | 73,800.00 |
| 0003 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 115 | CUYD | 50.00 | 5,750.00 | 95.00 | 10,925.00 | 70.00 | 8,050.00 |
| 0004 | 502-01-00100 | Superpave Asphaltic Concrete | 22,698.1 | TON | 60.00 | 1,361,886.00 | 63.00 | 1,429,980.30 | 72.00 | 1,634,263.20 |
| 0005 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 145.6 | TON | 109.00 | 15,870.40 | 150.00 | 21,840.00 | 135.00 | 19,656.00 |
| 0006 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 88,883 | GAL | 3.00 | 266,649.00 | 3.20 | 284,425.60 | 3.00 | 266,649.00 |
| 0007 | 507-02-00200 | Aggregate (S2) | 130,710 | SQYD | 0.89 | 116,331.90 | 0.90 | 117,639.00 | 0.84 | 109,796.40 |
| 0008 | 507-02-00300 | Aggregate (S3) | 130,710 | SQYD | 0.69 | 90,189.90 | 0.70 | 91,497.00 | 0.65 | 84,961.50 |
| 0009 | 509-01-00100 | Cold Planing Asphaltic Pavement | 134,881 | SQYD | 1.00 | 134,881.00 | 0.30 | 40,464.30 | 1.00 | 134,881.00 |
| 0010 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,881 | CUYD | 0.10 | -288.10 | 0.10 | -288.10 | 0.10 | -288.10 |
| 0011 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 550 | SQYD | 44.00 | 24,200.00 | 45.00 | 24,750.00 | 65.00 | 35,750.00 |
| 0012 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 2,250 | SQYD | 57.00 | 128,250.00 | 75.00 | 168,750.00 | 85.00 | 191,250.00 |
| 0013 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 1,418 | LNFT | 32.00 | 45,376.00 | 32.00 | 45,376.00 | 30.00 | 42,540.00 |
| 0014 | 704-03-00100 | Blocked Out Guard Rail | 300 | LNFT | 19.00 | 5,700.00 | 19.00 | 5,700.00 | 18.00 | 5,400.00 |
| 0015 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 300 | LNFT | 55.00 | 16,500.00 | 55.00 | 16,500.00 | 54.00 | 16,200.00 |
| 0016 | 704-11-00100 | Guard Rail End Treatment (Flared) | 12 | EACH | 2,000.00 | 24,000.00 | 2,100.00 | 25,200.00 | 2,000.00 | 24,000.00 |
| 0017 | 707-04-00100 | Asphaltic Curb | 120 | LNFT | 24.00 | 2,880.00 | 18.00 | 2,160.00 | 80.00 | 9,600.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,800.00 | 7,800.00 | 20,000.00 | 20,000.00 | 89,000.00 | 89,000.00 |
| 0019 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 18.658 | MILE | 150.00 | 2,798.70 | 250.00 | 4,664.50 | 225.00 | 4,198.05 |
| 0020 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 25.836 | MILE | 1.00 | 25.84 | 1.00 | 25.84 | 200.00 | 5,167.20 |
| 0021 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 53.066 | MILE | 1.00 | 53.07 | 1.00 | 53.07 | 300.00 | 15,919.80 |
| 0022 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 4,930 | EACH | 1.75 | 8,627.50 | 2.00 | 9,860.00 | 1.75 | 8,627.50 |
| 0023 | 716-01-00100 | Mulch (Vegetative) | 18 | TON | 410.00 | 7,380.00 | 440.00 | 7,920.00 | 400.00 | 7,200.00 |
| 0024 | 717-01-00100 | Seeding | 270 | LB | 7.10 | 1,917.00 | 7.60 | 2,052.00 | 7.00 | 1,890.00 |
| 0025 | 718-01-00100 | Fertilizer | 9,000 | LB | 0.42 | 3,780.00 | 0.45 | 4,050.00 | 0.40 | 3,600.00 |
| 0026 | 720-01-01020 | Erosion Control System (Slope Protection) (Type B) | 400 | SQYD | 3.10 | 1,240.00 | 3.20 | 1,280.00 | 3.00 | 1,200.00 |
| 0027 | 727-01-00100 | Mobilization | 1 | LUMP | 66,400.00 | 66,400.00 | 90,000.00 | 90,000.00 | 50,000.00 | 50,000.00 |
| 0028 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 72.00 | 864.00 | 75.00 | 900.00 | 100.00 | 1,200.00 |
| 0029 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,235 | EACH | 5.00 | 6,175.00 | 6.00 | 7,410.00 | 5.00 | 6,175.00 |
| 0030 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 120 | LNFT | 3.25 | 390.00 | 4.65 | 558.00 | 3.50 | 420.00 |
| 0031 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 300 | LNFT | 5.00 | 1,500.00 | 6.50 | 1,950.00 | 5.00 | 1,500.00 |
| 0032 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 23.908 | MILE | 2,300.00 | 54,988.40 | 2,700.00 | 64,551.60 | 2,200.00 | 52,597.60 |
| 0033 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 8.612 | MILE | 1,000.00 | 8,612.00 | 1,200.00 | 10,334.40 | 1,000.00 | 8,612.00 |
| 0034 | 735-01-00100 | Mailboxes | 33 | EACH | 1.00 | 33.00 | 10.00 | 330.00 | 5.00 | 165.00 |
| 0035 | 735-02-00100 | Mailbox Supports (Single) | 17 | EACH | 125.00 | 2,125.00 | 130.00 | 2,210.00 | 125.00 | 2,125.00 |
| 0036 | 735-03-00100 | Mailbox Supports (Double) | 11 | EACH | 180.00 | 1,980.00 | 185.00 | 2,035.00 | 175.00 | 1,925.00 |
| 0037 | 735-04-00100 | Mailbox Supports (Multiple) | 3 | EACH | 315.00 | 945.00 | 345.00 | 1,035.00 | 350.00 | 1,050.00 |
| 0038 | 740-01-00100 | Construction Layout | 1 | LUMP | 7,000.00 | 7,000.00 | 6,000.00 | 6,000.00 | 11,000.00 | 11,000.00 |
| 0039 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 672 | LNFT | 3.00 | 2,016.00 | 2.75 | 1,848.00 | 4.00 | 2,688.00 |
| 0040 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 672 | LNFT | 2.10 | 1,411.20 | 2.25 | 1,512.00 | 2.50 | 1,680.00 |
| 0041 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 51,000 | INLF | 0.19 | 9,690.00 | 0.10 | 5,100.00 | 0.20 | 10,200.00 |
| 0042 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 34,000 | INLF | 0.20 | 6,800.00 | 0.10 | 3,400.00 | 0.35 | 11,900.00 |
| CONTRACTOR TOTAL | 2,518,367.81 | 2,612,466.51 | 2,973,517.15 | |||||||