Bid Tabulations
Letting of
06/12/2013
LA DOTD Headquarters
| Lead Project: H.009490.6 | |
| Parish: Sabine | |
| Routes: LA 118 | |
| Description: LA 118: MT. CARMEL - PEASON RIDGE ARTILLERY | |
| Type Const: COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, LIME TREATMENT, IN-PLACE CEMENT STABILIZED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE OVERLAY AND RELATED WORK. | |
| Estimated Construction Cost: $4,485,628.06 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $4,210,096.65 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $4,559,187.56 |
| 3 | 27239 | Apeck Construction, Inc. | $4,687,714.70 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - Apeck Construction, Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,100.00 | 2,100.00 | 4,500.00 | 4,500.00 | 7,500.00 | 7,500.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 5 | SQYD | 275.00 | 1,375.00 | 140.00 | 700.00 | 50.00 | 250.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 464 | LNFT | 12.00 | 5,568.00 | 10.00 | 4,640.00 | 8.00 | 3,712.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,900 | CUYD | 10.00 | 29,000.00 | 20.00 | 58,000.00 | 13.00 | 37,700.00 |
| 0005 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 2,625 | CUYD | 15.00 | 39,375.00 | 15.00 | 39,375.00 | 13.00 | 34,125.00 |
| 0006 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 68,575 | SQYD | 5.50 | 377,162.50 | 6.50 | 445,737.50 | 6.50 | 445,737.50 |
| 0007 | 304-05-00100 | Lime Treatment (Type E) | 944.65 | TON | 424.00 | 400,531.60 | 325.00 | 307,011.25 | 425.00 | 401,476.25 |
| 0008 | 308-02-00100 | Removal of Existing Patches | 800 | SQYD | 14.00 | 11,200.00 | 8.00 | 6,400.00 | 15.00 | 12,000.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,072 | CUYD | 32.00 | 66,304.00 | 37.00 | 76,664.00 | 35.00 | 72,520.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 21,953.7 | TON | 80.00 | 1,756,296.00 | 82.00 | 1,800,203.40 | 90.00 | 1,975,833.00 |
| 0011 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,230 | TON | 135.00 | 166,050.00 | 150.00 | 184,500.00 | 150.00 | 184,500.00 |
| 0012 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 75,850 | GAL | 3.15 | 238,927.50 | 3.25 | 246,512.50 | 3.30 | 250,305.00 |
| 0013 | 507-02-00200 | Aggregate (S2) | 111,543 | SQYD | 1.10 | 122,697.30 | 1.10 | 122,697.30 | 1.10 | 122,697.30 |
| 0014 | 507-02-00300 | Aggregate (S3) | 111,543 | SQYD | 0.95 | 105,965.85 | 0.85 | 94,811.55 | 0.85 | 94,811.55 |
| 0015 | 509-01-00100 | Cold Planing Asphaltic Pavement | 62,619 | SQYD | 1.55 | 97,059.45 | 1.60 | 100,190.40 | 1.65 | 103,321.35 |
| 0016 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -4,112 | CUYD | 12.00 | -49,344.00 | 0.10 | -411.20 | 1.00 | -4,112.00 |
| 0017 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 800 | SQYD | 68.00 | 54,400.00 | 87.00 | 69,600.00 | 90.00 | 72,000.00 |
| 0018 | 510-02-00100 | Pavement Widening | 7,013 | SQYD | 51.00 | 357,663.00 | 65.00 | 455,845.00 | 65.00 | 455,845.00 |
| 0019 | 701-01-01001 | Cross Drain Pipe (24" RCP) | 40 | LNFT | 100.00 | 4,000.00 | 195.00 | 7,800.00 | 80.00 | 3,200.00 |
| 0020 | 701-02-01020 | Cross Drain Pipe Arch (30" Equiv. RCPA) | 48 | LNFT | 115.00 | 5,520.00 | 195.00 | 9,360.00 | 90.00 | 4,320.00 |
| 0021 | 701-02-01080 | Cross Drain Pipe Arch (48" Equiv. RCPA) | 56 | LNFT | 245.00 | 13,720.00 | 325.00 | 18,200.00 | 140.00 | 7,840.00 |
| 0022 | 701-02-01100 | Cross Drain Pipe Arch (54" Equiv. RCPA) | 56 | LNFT | 350.00 | 19,600.00 | 265.00 | 14,840.00 | 170.00 | 9,520.00 |
| 0023 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") | 8 | LNFT | 77.50 | 620.00 | 142.00 | 1,136.00 | 150.00 | 1,200.00 |
| 0024 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 24 | LNFT | 95.00 | 2,280.00 | 167.00 | 4,008.00 | 200.00 | 4,800.00 |
| 0025 | 701-10-01080 | Reinforced Concrete Pipe (Extension) (30") | 24 | LNFT | 120.00 | 2,880.00 | 180.00 | 4,320.00 | 215.00 | 5,160.00 |
| 0026 | 701-10-01100 | Reinforced Concrete Pipe (Extension) (36") | 24 | LNFT | 135.00 | 3,240.00 | 195.00 | 4,680.00 | 230.00 | 5,520.00 |
| 0027 | 701-15-00100 | Concrete Collar | 10 | EACH | 715.00 | 7,150.00 | 1,000.00 | 10,000.00 | 850.00 | 8,500.00 |
| 0028 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 100 | LNFT | 40.00 | 4,000.00 | 38.00 | 3,800.00 | 40.00 | 4,000.00 |
| 0029 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 276 | LNFT | 50.00 | 13,800.00 | 48.00 | 13,248.00 | 50.00 | 13,800.00 |
| 0030 | 704-03-00100 | Blocked Out Guard Rail | 212.5 | LNFT | 22.00 | 4,675.00 | 21.00 | 4,462.50 | 20.00 | 4,250.00 |
| 0031 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 73.00 | 7,300.00 | 70.00 | 7,000.00 | 70.00 | 7,000.00 |
| 0032 | 704-11-00100 | Guard Rail End Treatment (Flared) | 6 | EACH | 2,300.00 | 13,800.00 | 2,100.00 | 12,600.00 | 2,200.00 | 13,200.00 |
| 0033 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,650.00 | 5,300.00 | 2,600.00 | 5,200.00 | 2,500.00 | 5,000.00 |
| 0034 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 30 | SQYD | 105.00 | 3,150.00 | 85.00 | 2,550.00 | 65.00 | 1,950.00 |
| 0035 | 711-04-00100 | Geotextile Fabric | 38 | SQYD | 3.50 | 133.00 | 10.00 | 380.00 | 3.00 | 114.00 |
| 0036 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 35,000.00 | 35,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0037 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 22.085 | MILE | 155.00 | 3,423.18 | 250.00 | 5,521.25 | 300.00 | 6,625.50 |
| 0038 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 12.054 | MILE | 180.00 | 2,169.72 | 1.00 | 12.05 | 175.00 | 2,109.45 |
| 0039 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 73.312 | MILE | 300.00 | 21,993.60 | 1.00 | 73.31 | 275.00 | 20,160.80 |
| 0040 | 716-01-00100 | Mulch (Vegetative) | 10.6 | TON | 650.00 | 6,890.00 | 625.00 | 6,625.00 | 650.00 | 6,890.00 |
| 0041 | 717-01-00100 | Seeding | 159 | LB | 13.00 | 2,067.00 | 13.00 | 2,067.00 | 13.00 | 2,067.00 |
| 0042 | 718-01-00100 | Fertilizer | 5,300 | LB | 0.75 | 3,975.00 | 0.50 | 2,650.00 | 0.50 | 2,650.00 |
| 0043 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 3,750.00 | 3,750.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0044 | 726-01-00100 | Bedding Material | 70.4 | CUYD | 95.00 | 6,688.00 | 110.00 | 7,744.00 | 100.00 | 7,040.00 |
| 0045 | 727-01-00100 | Mobilization | 1 | LUMP | 105,000.00 | 105,000.00 | 245,300.00 | 245,300.00 | 125,000.00 | 125,000.00 |
| 0046 | 729-16-00300 | Object Marker Assembly (Type 3) | 26 | EACH | 77.50 | 2,015.00 | 80.00 | 2,080.00 | 80.00 | 2,080.00 |
| 0047 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,659 | EACH | 5.25 | 8,709.75 | 5.25 | 8,709.75 | 5.50 | 9,124.50 |
| 0048 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 28.781 | MILE | 2,500.00 | 71,952.50 | 2,500.00 | 71,952.50 | 2,500.00 | 71,952.50 |
| 0049 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.715 | MILE | 700.00 | 3,300.50 | 700.00 | 3,300.50 | 700.00 | 3,300.50 |
| 0050 | 732-05-00100 | Removal of Existing Markings | 0.1 | MILE | 3,250.00 | 325.00 | 3,200.00 | 320.00 | 3,000.00 | 300.00 |
| 0051 | 735-01-00100 | Mailboxes | 38 | EACH | 1.15 | 43.70 | 13.00 | 494.00 | 10.00 | 380.00 |
| 0052 | 735-02-00100 | Mailbox Supports (Single) | 21 | EACH | 130.00 | 2,730.00 | 100.00 | 2,100.00 | 130.00 | 2,730.00 |
| 0053 | 735-03-00100 | Mailbox Supports (Double) | 6 | EACH | 175.00 | 1,050.00 | 130.00 | 780.00 | 160.00 | 960.00 |
| 0054 | 735-04-00100 | Mailbox Supports (Multiple) | 3 | EACH | 175.00 | 525.00 | 260.00 | 780.00 | 275.00 | 825.00 |
| 0055 | 740-01-00100 | Construction Layout | 1 | LUMP | 17,500.00 | 17,500.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| 0056 | NS-200-00020 | Cleaning Existing Ditches | 340 | LNFT | 9.50 | 3,230.00 | 15.00 | 5,100.00 | 5.00 | 1,700.00 |
| 0057 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 342 | LNFT | 6.50 | 2,223.00 | 8.50 | 2,907.00 | 2.25 | 769.50 |
| 0058 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 120 | LNFT | 7.75 | 930.00 | 20.00 | 2,400.00 | 2.75 | 330.00 |
| 0059 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 462 | LNFT | 5.75 | 2,656.50 | 5.00 | 2,310.00 | 2.00 | 924.00 |
| 0060 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 10,000 | INLF | 0.75 | 7,500.00 | 0.50 | 5,000.00 | 1.00 | 10,000.00 |
| 0061 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 100 | INLF | 9.50 | 950.00 | 4.00 | 400.00 | 2.00 | 200.00 |
| CONTRACTOR TOTAL | 4,210,096.65 | 4,559,187.56 | 4,687,714.70 | |||||||