Bid Tabulations
Letting of
08/28/2013
LA DOTD Headquarters
| Lead Project: H.008155.6 | |
| Parish: Lincoln | |
| Routes: LA 822 | |
| Description: LA 822: LA 33 TO LA 145 | |
| Type Const: CLEARING AND GRUBBING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $3,252,824.23 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $3,367,454.20 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $3,457,046.61 |
| 3 | 05789 | D & J Construction Co., Inc. | $3,502,431.53 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - D & J Construction Co., Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 18,500.00 | 18,500.00 | 39,000.00 | 39,000.00 | 5,000.00 | 5,000.00 |
| 0002 | 201-01-00200 | Clearing and Grubbing (Selective) Approx. 9.050 Acres | 1 | LUMP | 32,000.00 | 32,000.00 | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 |
| 0003 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 4,000.00 | 4,000.00 | 11,000.00 | 11,000.00 | 5,000.00 | 5,000.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 188 | SQYD | 13.00 | 2,444.00 | 15.00 | 2,820.00 | 14.00 | 2,632.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 1,151 | LNFT | 8.00 | 9,208.00 | 8.50 | 9,783.50 | 14.00 | 16,114.00 |
| 0006 | 202-02-32100 | Removal of Pipe (Cross Drain) (24" RCP) | 8 | LNFT | 16.00 | 128.00 | 17.00 | 136.00 | 16.00 | 128.00 |
| 0007 | 202-02-32100 | Removal of Pipe (Cross Drain) (CMPA) | 167 | LNFT | 16.00 | 2,672.00 | 17.00 | 2,839.00 | 16.00 | 2,672.00 |
| 0008 | 202-02-32180 | Removal of Pipe Headwalls | 2 | EACH | 1,000.00 | 2,000.00 | 850.00 | 1,700.00 | 1,000.00 | 2,000.00 |
| 0009 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 20,000.00 | 20,000.00 | 18,000.00 | 18,000.00 | 20,000.00 | 20,000.00 |
| 0010 | 203-07-00100 | Borrow (Vehicular Measurement) | 4,800 | CUYD | 20.00 | 96,000.00 | 16.00 | 76,800.00 | 14.00 | 67,200.00 |
| 0011 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,824 | CUYD | 17.00 | 31,008.00 | 13.50 | 24,624.00 | 14.00 | 25,536.00 |
| 0012 | 204-06-00100 | Temporary Silt Fencing | 360 | LNFT | 2.50 | 900.00 | 5.00 | 1,800.00 | 2.00 | 720.00 |
| 0013 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 90,059 | SQYD | 8.50 | 765,501.50 | 8.25 | 742,986.75 | 8.00 | 720,472.00 |
| 0014 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 73 | CUYD | 62.00 | 4,526.00 | 50.00 | 3,650.00 | 95.00 | 6,935.00 |
| 0015 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 62.00 | 6,200.00 | 75.00 | 7,500.00 | 30.00 | 3,000.00 |
| 0016 | 502-01-00100 | Superpave Asphaltic Concrete | 16,549.6 | TON | 87.00 | 1,439,815.20 | 92.00 | 1,522,563.20 | 98.00 | 1,621,860.80 |
| 0017 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,085.3 | TON | 160.00 | 173,648.00 | 160.00 | 173,648.00 | 98.00 | 106,359.40 |
| 0018 | 509-01-00100 | Cold Planing Asphaltic Pavement | 76,717 | SQYD | 1.00 | 76,717.00 | 2.25 | 172,613.25 | 1.75 | 134,254.75 |
| 0019 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,197 | CUYD | 5.00 | -15,985.00 | 0.01 | -31.97 | 0.10 | -319.70 |
| 0020 | 701-01-01140 | Cross Drain Pipe (72" RCP) | 72 | LNFT | 600.00 | 43,200.00 | 625.00 | 45,000.00 | 600.00 | 43,200.00 |
| 0021 | 701-01-01160 | Cross Drain Pipe (84" RCP) | 72 | LNFT | 900.00 | 64,800.00 | 850.00 | 61,200.00 | 800.00 | 57,600.00 |
| 0022 | 701-02-02220 | Cross Drain Pipe Arch (60" Equiv. RCPA or 72" Equiv. CMPA) | 56 | LNFT | 700.00 | 39,200.00 | 650.00 | 36,400.00 | 650.00 | 36,400.00 |
| 0023 | 701-08-00100 | Relaying Pipe | 24 | LNFT | 140.00 | 3,360.00 | 135.00 | 3,240.00 | 125.00 | 3,000.00 |
| 0024 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 8 | LNFT | 140.00 | 1,120.00 | 250.00 | 2,000.00 | 250.00 | 2,000.00 |
| 0025 | 701-15-00100 | Concrete Collar | 4 | EACH | 800.00 | 3,200.00 | 900.00 | 3,600.00 | 800.00 | 3,200.00 |
| 0026 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 300 | LNFT | 46.00 | 13,800.00 | 52.00 | 15,600.00 | 38.00 | 11,400.00 |
| 0027 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 494 | LNFT | 60.00 | 29,640.00 | 13.00 | 6,422.00 | 70.00 | 34,580.00 |
| 0028 | 704-03-00100 | Blocked Out Guard Rail | 150 | LNFT | 21.00 | 3,150.00 | 67.00 | 10,050.00 | 21.00 | 3,150.00 |
| 0029 | 704-11-00100 | Guard Rail End Treatment (Flared) | 12 | EACH | 2,600.00 | 31,200.00 | 2,200.00 | 26,400.00 | 2,100.00 | 25,200.00 |
| 0030 | 706-02-00200 | Concrete Drive (6" Thick) | 155.5 | SQYD | 68.00 | 10,574.00 | 67.00 | 10,418.50 | 65.00 | 10,107.50 |
| 0031 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 247 | SQYD | 115.00 | 28,405.00 | 125.00 | 30,875.00 | 125.00 | 30,875.00 |
| 0032 | 711-04-00100 | Geotextile Fabric | 247 | SQYD | 2.00 | 494.00 | 2.20 | 543.40 | 3.00 | 741.00 |
| 0033 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 65,000.00 | 65,000.00 |
| 0034 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 19.68 | MILE | 200.00 | 3,936.00 | 150.00 | 2,952.00 | 250.00 | 4,920.00 |
| 0035 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 3.516 | MILE | 1.00 | 3.52 | 200.00 | 703.20 | 250.00 | 879.00 |
| 0036 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 74.376 | MILE | 1.00 | 74.38 | 430.00 | 31,981.68 | 1.00 | 74.38 |
| 0037 | 716-01-00100 | Mulch (Vegetative) | 25.5 | TON | 525.00 | 13,387.50 | 535.00 | 13,642.50 | 475.00 | 12,112.50 |
| 0038 | 717-01-00100 | Seeding | 764 | LB | 8.50 | 6,494.00 | 8.50 | 6,494.00 | 8.50 | 6,494.00 |
| 0039 | 718-01-00100 | Fertilizer | 12,740 | LB | 0.60 | 7,644.00 | 0.60 | 7,644.00 | 0.50 | 6,370.00 |
| 0040 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 120 | SQYD | 5.25 | 630.00 | 5.35 | 642.00 | 5.00 | 600.00 |
| 0041 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 5,000.00 | 5,000.00 | 5,400.00 | 5,400.00 | 6,000.00 | 6,000.00 |
| 0042 | 726-01-00100 | Bedding Material | 244.6 | CUYD | 115.00 | 28,129.00 | 120.00 | 29,352.00 | 100.00 | 24,460.00 |
| 0043 | 727-01-00100 | Mobilization | 1 | LUMP | 150,000.00 | 150,000.00 | 50,000.00 | 50,000.00 | 125,000.00 | 125,000.00 |
| 0044 | 729-16-00200 | Object Marker Assembly (Type 2) | 34 | EACH | 50.00 | 1,700.00 | 75.00 | 2,550.00 | 100.00 | 3,400.00 |
| 0045 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 80.00 | 960.00 | 75.00 | 900.00 | 100.00 | 1,200.00 |
| 0046 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,577 | EACH | 5.50 | 8,673.50 | 4.00 | 6,308.00 | 5.50 | 8,673.50 |
| 0047 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 24.792 | MILE | 2,800.00 | 69,417.60 | 2,200.00 | 54,542.40 | 2,800.00 | 69,417.60 |
| 0048 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.172 | MILE | 800.00 | 937.60 | 700.00 | 820.40 | 900.00 | 1,054.80 |
| 0049 | 735-01-00100 | Mailboxes | 41 | EACH | 1.00 | 41.00 | 13.00 | 533.00 | 5.00 | 205.00 |
| 0050 | 735-02-00100 | Mailbox Supports (Single) | 39 | EACH | 107.00 | 4,173.00 | 100.00 | 3,900.00 | 125.00 | 4,875.00 |
| 0051 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 160.00 | 160.00 | 150.00 | 150.00 | 250.00 | 250.00 |
| 0052 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 36,000.00 | 36,000.00 |
| 0053 | 805-01-00200 | Class A Concrete (Pipe Headwalls) | 68.78 | CUYD | 1,200.00 | 82,536.00 | 1,200.00 | 82,536.00 | 1,200.00 | 82,536.00 |
| 0054 | 806-01-00100 | Deformed Reinforcing Steel | 4,614 | LB | 2.10 | 9,689.40 | 2.20 | 10,150.80 | 2.00 | 9,228.00 |
| 0055 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 888 | INLF | 2.75 | 2,442.00 | 3.00 | 2,664.00 | 3.00 | 2,664.00 |
| CONTRACTOR TOTAL | 3,367,454.20 | 3,457,046.61 | 3,502,431.53 | |||||||