Bid Tabulations
Letting of
09/29/2010
LA DOTD Headquarters
| Lead Project: 041-02-0029 | |
| Parish: Catahoula | |
| Routes: LA 124 | |
| Description: RAWSON CREEK - BOOTHE BEND RD. | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, LIME TREATMENT, IN-PLACE CEMENT TREATED BASE COURSE, ASPHALTIC SURFACE TREATMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $2,242,790.26 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $1,722,719.10 |
| 2 | 05789 | D & J Construction Co., Inc. | $1,728,570.31 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $2,148,294.80 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - D & J Construction Co., Inc. |
- 3 - Gilchrist Construction Co. LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 3,000.00 | 3,000.00 | 100.00 | 100.00 | 3,000.00 | 3,000.00 |
| 0002 | 202-02-38500 | Removal of Surfacing and Stablized Base | 16,100 | SQYD | 5.00 | 80,500.00 | 3.50 | 56,350.00 | 2.80 | 45,080.00 |
| 0003 | 203-06-00100 | Excavation and Embankment | 6,900 | LNFT | 3.00 | 20,700.00 | 4.50 | 31,050.00 | 6.00 | 41,400.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,200 | CUYD | 15.00 | 33,000.00 | 15.00 | 33,000.00 | 12.50 | 27,500.00 |
| 0005 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 563 | CUYD | 15.00 | 8,445.00 | 10.00 | 5,630.00 | 20.00 | 11,260.00 |
| 0006 | 304-01-00100 | Lime | 526.45 | TON | 200.00 | 105,290.00 | 165.00 | 86,864.25 | 190.00 | 100,025.50 |
| 0007 | 304-03-00450 | Lime Treatment (Type C) (15" Thick) | 16,100 | SQYD | 4.25 | 68,425.00 | 3.00 | 48,300.00 | 2.80 | 45,080.00 |
| 0008 | 304-04-00400 | Lime Treatment (Type D) (12" Thick) | 13,300 | SQYD | 4.45 | 59,185.00 | 3.00 | 39,900.00 | 2.60 | 34,580.00 |
| 0009 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 29,400 | SQYD | 7.25 | 213,150.00 | 8.75 | 257,250.00 | 8.00 | 235,200.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,240 | CUYD | 16.00 | 35,840.00 | 18.00 | 40,320.00 | 88.00 | 197,120.00 |
| 0011 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,341.6 | CUYD | 25.00 | 33,540.00 | 12.00 | 16,099.20 | 55.00 | 73,788.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 9,324.7 | TON | 66.00 | 615,430.20 | 71.00 | 662,053.70 | 75.00 | 699,352.50 |
| 0013 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 779.9 | TON | 110.00 | 85,789.00 | 71.00 | 55,372.90 | 125.00 | 97,487.50 |
| 0014 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 21,546 | GAL | 3.00 | 64,638.00 | 3.00 | 64,638.00 | 3.45 | 74,333.70 |
| 0015 | 507-02-00200 | Aggregate (S2) | 31,684 | SQYD | 1.00 | 31,684.00 | 0.95 | 30,099.80 | 1.10 | 34,852.40 |
| 0016 | 507-02-00300 | Aggregate (S3) | 31,684 | SQYD | 0.75 | 23,763.00 | 0.72 | 22,812.48 | 0.95 | 30,099.80 |
| 0017 | 509-01-00100 | Cold Planing Asphaltic Pavement | 14,642 | SQYD | 1.75 | 25,623.50 | 1.50 | 21,963.00 | 0.75 | 10,981.50 |
| 0018 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -812 | CUYD | 0.10 | -81.20 | 0.10 | -81.20 | 1.00 | -812.00 |
| 0019 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 450 | SQYD | 92.00 | 41,400.00 | 150.00 | 67,500.00 | 120.00 | 54,000.00 |
| 0020 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") | 24 | LNFT | 11.00 | 264.00 | 65.00 | 1,560.00 | 150.00 | 3,600.00 |
| 0021 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 116 | LNFT | 125.00 | 14,500.00 | 85.00 | 9,860.00 | 140.00 | 16,240.00 |
| 0022 | 701-10-01080 | Reinforced Concrete Pipe (Extension) (30") | 60 | LNFT | 135.00 | 8,100.00 | 105.00 | 6,300.00 | 180.00 | 10,800.00 |
| 0023 | 701-12-01060 | Corrugated Metal Pipe (Extension) (24") | 10 | LNFT | 105.00 | 1,050.00 | 100.00 | 1,000.00 | 350.00 | 3,500.00 |
| 0024 | 701-15-00100 | Concrete Collar | 22 | EACH | 625.00 | 13,750.00 | 600.00 | 13,200.00 | 650.00 | 14,300.00 |
| 0025 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 30,000.00 | 30,000.00 |
| 0026 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 15.399 | MILE | 150.00 | 2,309.85 | 225.00 | 3,464.78 | 250.00 | 3,849.75 |
| 0027 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 12.87 | MILE | 100.00 | 1,287.00 | 250.00 | 3,217.50 | 250.00 | 3,217.50 |
| 0028 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 11.445 | MILE | 100.00 | 1,144.50 | 350.00 | 4,005.75 | 300.00 | 3,433.50 |
| 0029 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 714 | EACH | 1.75 | 1,249.50 | 2.00 | 1,428.00 | 2.50 | 1,785.00 |
| 0030 | 716-01-00100 | Mulch (Vegetative) | 15 | TON | 410.00 | 6,150.00 | 500.00 | 7,500.00 | 450.00 | 6,750.00 |
| 0031 | 717-01-00100 | Seeding | 337 | LB | 8.00 | 2,696.00 | 8.00 | 2,696.00 | 8.50 | 2,864.50 |
| 0032 | 718-01-00100 | Fertilizer | 7,480 | LB | 0.35 | 2,618.00 | 0.38 | 2,842.40 | 0.40 | 2,992.00 |
| 0033 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 4,400.00 | 4,400.00 | 3,000.00 | 3,000.00 | 6,000.00 | 6,000.00 |
| 0034 | 726-01-00100 | Bedding Material | 100.6 | CUYD | 100.00 | 10,060.00 | 90.00 | 9,054.00 | 120.00 | 12,072.00 |
| 0035 | 727-01-00100 | Mobilization | 1 | LUMP | 60,000.00 | 60,000.00 | 52,000.00 | 52,000.00 | 160,000.00 | 160,000.00 |
| 0036 | 729-16-00200 | Object Marker Assembly (Type 2) | 22 | EACH | 90.00 | 1,980.00 | 100.00 | 2,200.00 | 90.00 | 1,980.00 |
| 0037 | 731-02-00100 | Reflectorized Raised Pavement Markers | 679 | EACH | 4.75 | 3,225.25 | 7.25 | 4,922.75 | 8.00 | 5,432.00 |
| 0038 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 3.815 | MILE | 680.00 | 2,594.20 | 2,600.00 | 9,919.00 | 2,900.00 | 11,063.50 |
| 0039 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.29 | MILE | 370.00 | 1,587.30 | 1,200.00 | 5,148.00 | 1,300.00 | 5,577.00 |
| 0040 | 735-01-00100 | Mailboxes | 21 | EACH | 1.00 | 21.00 | 5.00 | 105.00 | 1.15 | 24.15 |
| 0041 | 735-02-00100 | Mailbox Supports (Single) | 19 | EACH | 125.00 | 2,375.00 | 125.00 | 2,375.00 | 135.00 | 2,565.00 |
| 0042 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 190.00 | 190.00 | 200.00 | 200.00 | 210.00 | 210.00 |
| 0043 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 15,000.00 | 15,000.00 |
| 0044 | NS-200-00020 | Cleaning Existing Ditches | 800 | LNFT | 5.25 | 4,200.00 | 6.50 | 5,200.00 | 9.45 | 7,560.00 |
| 0045 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 12,600 | INLF | 0.21 | 2,646.00 | 0.25 | 3,150.00 | 0.25 | 3,150.00 |
| CONTRACTOR TOTAL | 1,722,719.10 | 1,728,570.31 | 2,148,294.80 | |||||||