Bid Tabulations
Letting of
04/27/2011
LA DOTD Headquarters
| Lead Project: 117-03-0015 | |
| Parish: Natchitoches | |
| Routes: LA 118 | |
| Description: SABINE PH. LINE - JCT. LA 117 | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, LIME TREATMENT, IN-PLACE CEMENT TREATED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, GUARD RAIL, AND RELATED WORK. | |
| Estimated Construction Cost: $1,892,414.13 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $1,944,943.83 |
| 2 | 08815 | W. E. Mcdonald & Son, LLC. | $2,129,311.24 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $2,332,103.85 |
| 4 | 48925 | David V. Temple | $2,492,433.31 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - W. E. Mcdonald & Son, LLC. |
- 3 - Diamond B Construction Co., L.L.C. |
- 4 - David V. Temple |
||||
| 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 | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | 1,200.00 | 1,200.00 | 20,000.00 | 20,000.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 634 | LNFT | 11.00 | 6,974.00 | 2.00 | 1,268.00 | 7.50 | 4,755.00 | 3.50 | 2,219.00 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,000 | CUYD | 20.00 | 20,000.00 | 1.00 | 1,000.00 | 15.00 | 15,000.00 | 20.00 | 20,000.00 |
| 0004 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 2,500 | CUYD | 20.00 | 50,000.00 | 1.00 | 2,500.00 | 15.00 | 37,500.00 | 20.00 | 50,000.00 |
| 0005 | 304-05-00100 | Lime Treatment (Type E) | 683.94 | TON | 290.00 | 198,342.60 | 514.00 | 351,545.16 | 500.00 | 341,970.00 | 360.00 | 246,218.40 |
| 0006 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 63,012 | SQYD | 5.10 | 321,361.20 | 5.88 | 370,510.56 | 5.75 | 362,319.00 | 7.37 | 464,398.44 |
| 0007 | 308-02-00100 | Removal of Existing Patches | 300 | SQYD | 5.00 | 1,500.00 | 15.00 | 4,500.00 | 20.00 | 6,000.00 | 16.00 | 4,800.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,580 | CUYD | 30.00 | 47,400.00 | 1.00 | 1,580.00 | 35.00 | 55,300.00 | 60.00 | 94,800.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 11,452 | TON | 78.00 | 893,256.00 | 87.00 | 996,324.00 | 89.00 | 1,019,228.00 | 95.25 | 1,090,803.00 |
| 0010 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 200.3 | TON | 200.00 | 40,060.00 | 225.00 | 45,067.50 | 300.00 | 60,090.00 | 139.00 | 27,841.70 |
| 0011 | 509-01-00100 | Cold Planing Asphaltic Pavement | 54,320 | SQYD | 1.50 | 81,480.00 | 2.85 | 154,812.00 | 2.75 | 149,380.00 | 2.75 | 149,380.00 |
| 0012 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -5,636 | CUYD | 1.00 | -5,636.00 | 0.01 | -56.36 | 0.10 | -563.60 | 1.00 | -5,636.00 |
| 0013 | 701-01-01001 | Cross Drain Pipe (24" RCP) | 16 | LNFT | 125.00 | 2,000.00 | 175.00 | 2,800.00 | 180.00 | 2,880.00 | 83.49 | 1,335.84 |
| 0014 | 701-01-01041 | Cross Drain Pipe (36" RCP) | 8 | LNFT | 185.00 | 1,480.00 | 250.00 | 2,000.00 | 280.00 | 2,240.00 | 90.80 | 726.40 |
| 0015 | 701-15-00100 | Concrete Collar | 3 | EACH | 800.00 | 2,400.00 | 800.00 | 2,400.00 | 900.00 | 2,700.00 | 442.75 | 1,328.25 |
| 0016 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 200 | LNFT | 40.00 | 8,000.00 | 37.00 | 7,400.00 | 40.00 | 8,000.00 | 40.70 | 8,140.00 |
| 0017 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 194 | LNFT | 64.00 | 12,416.00 | 59.00 | 11,446.00 | 65.00 | 12,610.00 | 64.90 | 12,590.60 |
| 0018 | 704-03-00100 | Blocked Out Guard Rail | 150 | LNFT | 19.00 | 2,850.00 | 18.00 | 2,700.00 | 20.00 | 3,000.00 | 22.75 | 3,412.50 |
| 0019 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 8 | EACH | 2,600.00 | 20,800.00 | 2,400.00 | 19,200.00 | 2,500.00 | 20,000.00 | 3,000.00 | 24,000.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,000.00 | 25,000.00 | 8,000.00 | 8,000.00 | 17,000.00 | 17,000.00 | 36,000.00 | 36,000.00 |
| 0021 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 12 | LNFT | 0.75 | 9.00 | 15.00 | 180.00 | 16.00 | 192.00 | 1.00 | 12.00 |
| 0022 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 18.458 | MILE | 225.00 | 4,153.05 | 400.00 | 7,383.20 | 160.00 | 2,953.28 | 575.00 | 10,613.35 |
| 0023 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 8.073 | MILE | 495.00 | 3,996.14 | 0.01 | 0.08 | 230.00 | 1,856.79 | 575.00 | 4,641.98 |
| 0024 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 65.318 | MILE | 570.00 | 37,231.26 | 0.01 | 0.65 | 410.00 | 26,780.38 | 600.00 | 39,190.80 |
| 0025 | 716-01-00100 | Mulch (Vegetative) | 6.8 | TON | 570.00 | 3,876.00 | 500.00 | 3,400.00 | 520.00 | 3,536.00 | 675.00 | 4,590.00 |
| 0026 | 717-01-00100 | Seeding | 105 | LB | 8.30 | 871.50 | 8.00 | 840.00 | 9.00 | 945.00 | 10.65 | 1,118.25 |
| 0027 | 718-01-00100 | Fertilizer | 3,400 | LB | 0.45 | 1,530.00 | 0.45 | 1,530.00 | 0.50 | 1,700.00 | 2.00 | 6,800.00 |
| 0028 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 4,000.00 | 4,000.00 | 1,000.00 | 1,000.00 | 7,500.00 | 7,500.00 | 7,950.00 | 7,950.00 |
| 0029 | 726-01-00100 | Bedding Material | 5.7 | CUYD | 275.00 | 1,567.50 | 95.00 | 541.50 | 100.00 | 570.00 | 125.00 | 712.50 |
| 0030 | 727-01-00100 | Mobilization | 1 | LUMP | 90,000.00 | 90,000.00 | 65,000.00 | 65,000.00 | 90,155.00 | 90,155.00 | 65,614.30 | 65,614.30 |
| 0031 | 729-16-00300 | Object Marker Assembly (Type 3) | 11 | EACH | 78.00 | 858.00 | 75.00 | 825.00 | 80.00 | 880.00 | 155.00 | 1,705.00 |
| 0032 | 731-02-00100 | Reflectorized Raised Pavement Markers | 615 | EACH | 5.45 | 3,351.75 | 7.00 | 4,305.00 | 8.00 | 4,920.00 | 6.50 | 3,997.50 |
| 0033 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 14 | LNFT | 5.35 | 74.90 | 20.00 | 280.00 | 21.00 | 294.00 | 5.75 | 80.50 |
| 0034 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 16.329 | MILE | 3,000.00 | 48,987.00 | 2,750.00 | 44,904.75 | 3,000.00 | 48,987.00 | 3,200.00 | 52,252.80 |
| 0035 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.018 | MILE | 885.00 | 1,785.93 | 900.00 | 1,816.20 | 1,000.00 | 2,018.00 | 900.00 | 1,816.20 |
| 0036 | 735-01-00100 | Mailboxes | 2 | EACH | 12.00 | 24.00 | 1.00 | 2.00 | 1.00 | 2.00 | 35.00 | 70.00 |
| 0037 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 410.00 | 820.00 | 350.00 | 700.00 | 300.00 | 600.00 | 135.00 | 270.00 |
| 0038 | 740-01-00100 | Construction Layout | 1 | LUMP | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 |
| 0039 | NS-200-00020 | Cleaning Existing Ditches | 30 | LNFT | 20.00 | 600.00 | 25.00 | 750.00 | 11.00 | 330.00 | 30.00 | 900.00 |
| 0040 | NS-201-00001 | Tree and Stump Removal (Under 36" - 36" Diameter) | 2 | EACH | 500.00 | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 4,000.00 | 1,875.00 | 3,750.00 |
| 0041 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 168 | LNFT | 9.00 | 1,512.00 | 15.00 | 2,520.00 | 17.00 | 2,856.00 | 8.50 | 1,428.00 |
| 0042 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 168 | LNFT | 9.00 | 1,512.00 | 2.00 | 336.00 | 2.50 | 420.00 | 15.25 | 2,562.00 |
| CONTRACTOR TOTAL | 1,944,943.83 | 2,129,311.24 | 2,332,103.85 | 2,492,433.31 | ||||||||