Bid Tabulations
Letting of
07/25/2012
LA DOTD Headquarters
| Lead Project: H.009534.6 | |
| Parish: East Carroll | |
| Routes: US 65 | |
| Description: US 65: LA 2 TO PANOLA ROAD | |
| Type Const: GRADING, COLD PLANING ASPHALTIC CONCRETE, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, LIME TREATMENT, PAVEMENT PATCHING, AND RELATED WORK | |
| Estimated Construction Cost: $3,501,163.42 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $4,101,470.21 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $4,540,125.29 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., Inc. |
- 2 - Diamond B Construction Co., L.L.C. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing (approximately 11.7 acres) | 1 | LUMP | 75,000.00 | 75,000.00 | 300,000.00 | 300,000.00 |
| 0002 | 202-02-38500 | Removal of Surfacing and Stablized Base | 4,071.5 | SQYD | 25.00 | 101,787.50 | 8.00 | 32,572.00 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,400 | CUYD | 15.00 | 21,000.00 | 35.00 | 49,000.00 |
| 0004 | 302-02-03100 | Class II Base Course (8" Thick) (Stone) | 4,071.5 | SQYD | 45.00 | 183,217.50 | 35.00 | 142,502.50 |
| 0005 | 304-05-00100 | Lime Treatment (Type E) | 57.71 | TON | 800.00 | 46,168.00 | 600.00 | 34,626.00 |
| 0006 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 111 | CUYD | 80.00 | 8,880.00 | 90.00 | 9,990.00 |
| 0007 | 502-01-00100 | Superpave Asphaltic Concrete | 15,126.3 | TON | 112.00 | 1,694,145.60 | 110.00 | 1,663,893.00 |
| 0008 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 203.5 | TON | 142.00 | 28,897.00 | 200.00 | 40,700.00 |
| 0009 | 509-01-00100 | Cold Planing Asphaltic Pavement | 129,197 | SQYD | 2.60 | 335,912.20 | 2.75 | 355,291.75 |
| 0010 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -5,383 | CUYD | 0.10 | -538.30 | 1.00 | -5,383.00 |
| 0011 | 510-01-00102 | Pavement Patching (8" Minimum Thickness) | 3,650 | SQYD | 90.00 | 328,500.00 | 94.00 | 343,100.00 |
| 0012 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 3,000 | SQYD | 110.00 | 330,000.00 | 120.00 | 360,000.00 |
| 0013 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 2,000 | SQYD | 130.00 | 260,000.00 | 150.00 | 300,000.00 |
| 0014 | 703-01-00100 | Shoulder Underdrain Systems | 4,641 | LNFT | 20.00 | 92,820.00 | 7.50 | 34,807.50 |
| 0015 | 703-02-00100 | Shoulder Outlet Underdrains | 22 | EACH | 500.00 | 11,000.00 | 1,200.00 | 26,400.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 75,000.00 | 75,000.00 | 35,000.00 | 35,000.00 |
| 0017 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 500 | LNFT | 0.25 | 125.00 | 0.25 | 125.00 |
| 0018 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 30 | LNFT | 0.50 | 15.00 | 0.80 | 24.00 |
| 0019 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 11.326 | MILE | 250.00 | 2,831.50 | 200.00 | 2,265.20 |
| 0020 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 10.796 | MILE | 300.00 | 3,238.80 | 225.00 | 2,429.10 |
| 0021 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 25.034 | MILE | 1.00 | 25.03 | 325.00 | 8,136.05 |
| 0022 | 716-01-00100 | Mulch (Vegetative) | 12 | TON | 550.00 | 6,600.00 | 725.00 | 8,700.00 |
| 0023 | 717-01-00100 | Seeding | 270 | LB | 9.00 | 2,430.00 | 11.00 | 2,970.00 |
| 0024 | 718-01-00100 | Fertilizer | 5,990 | LB | 0.55 | 3,294.50 | 0.80 | 4,792.00 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 135,000.00 | 135,000.00 | 450,000.00 | 450,000.00 |
| 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 5 | EACH | 100.00 | 500.00 | 150.00 | 750.00 |
| 0027 | 731-02-00100 | Reflectorized Raised Pavement Markers | 785 | EACH | 6.00 | 4,710.00 | 5.00 | 3,925.00 |
| 0028 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 250 | LNFT | 4.00 | 1,000.00 | 1.00 | 250.00 |
| 0029 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 15 | LNFT | 11.00 | 165.00 | 3.25 | 48.75 |
| 0030 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 12.517 | MILE | 3,000.00 | 37,551.00 | 2,500.00 | 31,292.50 |
| 0031 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 5.398 | MILE | 1,000.00 | 5,398.00 | 700.00 | 3,778.60 |
| 0032 | 735-01-00100 | Mailboxes | 9 | EACH | 5.00 | 45.00 | 1.00 | 9.00 |
| 0033 | 735-02-00100 | Mailbox Supports (Single) | 9 | EACH | 150.00 | 1,350.00 | 160.00 | 1,440.00 |
| 0034 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 5,000.00 | 5,000.00 |
| 0035 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 89,700 | LNFT | 1.20 | 107,640.00 | 1.10 | 98,670.00 |
| 0036 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 23,928 | LNFT | 1.30 | 31,106.40 | 1.15 | 27,517.20 |
| 0037 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 113,628 | LNFT | 0.95 | 107,946.60 | 0.90 | 102,265.20 |
| 0038 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 136,576 | INLF | 0.20 | 27,315.20 | 0.25 | 34,144.00 |
| 0039 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 68,468.4 | INLF | 0.20 | 13,693.68 | 0.35 | 23,963.94 |
| 0040 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 11.4 | MILE | 500.00 | 5,700.00 | 450.00 | 5,130.00 |
| CONTRACTOR TOTAL | 4,101,470.21 | 4,540,125.29 | ||||||