Bid Tabulations
Letting of
05/09/2012
LA DOTD Headquarters
| Lead Project: H.001850.6 | |
| Parish: Winn | |
| Routes: LA 34 | |
| Description: LA 34: JCT. US 84 - ELLIE ADAMS ROAD | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, IN-PLACE CEMENT TREATED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $3,155,521.17 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $3,134,769.15 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $3,191,968.60 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $3,691,841.99 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., Inc. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - Diamond B Construction Co., L.L.C. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,000.00 | 2,000.00 | 7,000.00 | 7,000.00 | 3,688.21 | 3,688.21 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 20 | SQYD | 25.00 | 500.00 | 20.00 | 400.00 | 61.47 | 1,229.40 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 1,664 | LNFT | 16.00 | 26,624.00 | 5.50 | 9,152.00 | 4.92 | 8,186.88 |
| 0004 | 203-01-00100 | General Excavation | 535 | CUYD | 20.00 | 10,700.00 | 20.00 | 10,700.00 | 17.21 | 9,207.35 |
| 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 720 | CUYD | 24.00 | 17,280.00 | 18.00 | 12,960.00 | 37.03 | 26,661.60 |
| 0006 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 3,000 | CUYD | 12.00 | 36,000.00 | 16.00 | 48,000.00 | 13.52 | 40,560.00 |
| 0007 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 93,374 | SQYD | 6.75 | 630,274.50 | 5.95 | 555,575.30 | 8.61 | 803,950.14 |
| 0008 | 308-02-00100 | Removal of Existing Patches | 300 | SQYD | 10.00 | 3,000.00 | 8.00 | 2,400.00 | 18.44 | 5,532.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 5,034 | CUYD | 12.00 | 60,408.00 | 20.70 | 104,203.80 | 15.03 | 75,661.02 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 20,022 | TON | 87.00 | 1,741,914.00 | 79.00 | 1,581,738.00 | 93.33 | 1,868,653.26 |
| 0011 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 2,146.3 | TON | 87.00 | 186,728.10 | 142.00 | 304,774.60 | 146.61 | 314,669.04 |
| 0012 | 509-01-00100 | Cold Planing Asphaltic Pavement | 81,318 | SQYD | 1.40 | 113,845.20 | 1.40 | 113,845.20 | 1.71 | 139,053.78 |
| 0013 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -6,475 | CUYD | 0.10 | -647.50 | 1.00 | -6,475.00 | 0.10 | -647.50 |
| 0014 | 701-01-01000 | Cross Drain Pipe (24" RCP/PP) | 48 | LNFT | 75.00 | 3,600.00 | 145.00 | 6,960.00 | 122.94 | 5,901.12 |
| 0015 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 48 | LNFT | 80.00 | 3,840.00 | 150.00 | 7,200.00 | 159.82 | 7,671.36 |
| 0016 | 701-02-01040 | Cross Drain Pipe Arch (36" Equiv. RCPA) | 48 | LNFT | 120.00 | 5,760.00 | 195.00 | 9,360.00 | 221.29 | 10,621.92 |
| 0017 | 701-02-01080 | Cross Drain Pipe Arch (48" Equiv. RCPA) | 56 | LNFT | 180.00 | 10,080.00 | 235.00 | 13,160.00 | 270.47 | 15,146.32 |
| 0018 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 40 | LNFT | 75.00 | 3,000.00 | 118.00 | 4,720.00 | 165.97 | 6,638.80 |
| 0019 | 701-15-00100 | Concrete Collar | 5 | EACH | 650.00 | 3,250.00 | 700.00 | 3,500.00 | 983.52 | 4,917.60 |
| 0020 | 704-03-00100 | Blocked Out Guard Rail | 200 | LNFT | 20.00 | 4,000.00 | 20.00 | 4,000.00 | 23.36 | 4,672.00 |
| 0021 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 200 | LNFT | 46.00 | 9,200.00 | 48.00 | 9,600.00 | 55.32 | 11,064.00 |
| 0022 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 400 | LNFT | 55.00 | 22,000.00 | 58.00 | 23,200.00 | 87.31 | 34,924.00 |
| 0023 | 704-11-00100 | Guard Rail End Treatment (Flared) | 16 | EACH | 2,100.00 | 33,600.00 | 2,200.00 | 35,200.00 | 2,458.81 | 39,340.96 |
| 0024 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 110 | SQYD | 75.00 | 8,250.00 | 70.00 | 7,700.00 | 153.68 | 16,904.80 |
| 0025 | 711-04-00100 | Geotextile Fabric | 130 | SQYD | 2.00 | 260.00 | 7.00 | 910.00 | 2.46 | 319.80 |
| 0026 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 42,000.00 | 42,000.00 | 25,000.00 | 25,000.00 | 21,707.05 | 21,707.05 |
| 0027 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 20.93 | MILE | 225.00 | 4,709.25 | 400.00 | 8,372.00 | 189.33 | 3,962.68 |
| 0028 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 16.336 | MILE | 1.00 | 16.34 | 10.00 | 163.36 | 245.88 | 4,016.70 |
| 0029 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 57.456 | MILE | 1.00 | 57.46 | 10.00 | 574.56 | 399.56 | 22,957.12 |
| 0030 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 500.00 | 500.00 | 2,500.00 | 2,500.00 | 1.23 | 1.23 |
| 0031 | 726-01-00100 | Bedding Material | 60 | CUYD | 90.00 | 5,400.00 | 88.00 | 5,280.00 | 147.53 | 8,851.80 |
| 0032 | 727-01-00100 | Mobilization | 1 | LUMP | 47,000.00 | 47,000.00 | 175,000.00 | 175,000.00 | 70,246.13 | 70,246.13 |
| 0033 | 729-16-00300 | Object Marker Assembly (Type 3) | 29 | EACH | 75.00 | 2,175.00 | 80.00 | 2,320.00 | 92.21 | 2,674.09 |
| 0034 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,123 | EACH | 5.00 | 5,615.00 | 6.00 | 6,738.00 | 5.53 | 6,210.19 |
| 0035 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 40 | LNFT | 8.00 | 320.00 | 11.00 | 440.00 | 9.84 | 393.60 |
| 0036 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 19.152 | MILE | 2,900.00 | 55,540.80 | 3,000.00 | 57,456.00 | 3,196.45 | 61,218.41 |
| 0037 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 5.445 | MILE | 1,000.00 | 5,445.00 | 995.00 | 5,417.78 | 860.58 | 4,685.86 |
| 0038 | 732-05-00100 | Removal of Existing Markings | 0.1 | MILE | 5,000.00 | 500.00 | 4,500.00 | 450.00 | 3,688.20 | 368.82 |
| 0039 | 735-01-00100 | Mailboxes | 17 | EACH | 5.00 | 85.00 | 15.00 | 255.00 | 1.23 | 20.91 |
| 0040 | 735-02-00100 | Mailbox Supports (Single) | 12 | EACH | 135.00 | 1,620.00 | 115.00 | 1,380.00 | 172.12 | 2,065.44 |
| 0041 | 735-03-00100 | Mailbox Supports (Double) | 5 | EACH | 175.00 | 875.00 | 150.00 | 750.00 | 215.15 | 1,075.75 |
| 0042 | 739-01-00100 | Hydro-Seeding | 3.32 | ACRE | 1,100.00 | 3,652.00 | 1,200.00 | 3,984.00 | 1,229.40 | 4,081.61 |
| 0043 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 6,761.72 | 6,761.72 |
| 0044 | NS-200-00020 | Cleaning Existing Ditches | 600 | LNFT | 9.00 | 5,400.00 | 6.00 | 3,600.00 | 12.29 | 7,374.00 |
| 0045 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 684 | INLF | 3.00 | 2,052.00 | 1.00 | 684.00 | 2.46 | 1,682.64 |
| 0046 | NS-724-00001 | Rumble Strips (Centerline Ground-In) | 6.2 | MILE | 700.00 | 4,340.00 | 1,100.00 | 6,820.00 | 1,122.32 | 6,958.38 |
| CONTRACTOR TOTAL | 3,134,769.15 | 3,191,968.60 | 3,691,841.99 | |||||||