Bid Tabulations
Letting of
09/28/2011
LA DOTD Headquarters
| Lead Project: H.009268.6 | |
| Parish: Madison | |
| Routes: LA 602 | |
| Description: LA 602: W JCT. I-20 TO E JCT. I-20 | |
| Type Const: Grading, Cold Planing Asphaltic Concrete, In-Place Cement Treated Base Course, Superpave Asphaltic Concrete Pavement, Striping and Related Work | |
| Estimated Construction Cost: $3,496,840.85 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $3,995,730.40 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $4,265,017.79 |
| 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 | 202-02-06100 | Removal of Concrete Walks and Drives | 78 | SQYD | 12.00 | 936.00 | 16.82 | 1,311.96 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 450 | LNFT | 30.00 | 13,500.00 | 7.01 | 3,154.50 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 4,500 | CUYD | 15.00 | 67,500.00 | 29.92 | 134,640.00 |
| 0004 | 304-05-00100 | Lime Treatment (Type E) | 165.18 | TON | 300.00 | 49,554.00 | 697.84 | 115,269.21 |
| 0005 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 104,875 | SQYD | 11.00 | 1,153,625.00 | 9.97 | 1,045,603.75 |
| 0006 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 133 | CUYD | 65.00 | 8,645.00 | 161.20 | 21,439.60 |
| 0007 | 502-01-00100 | Superpave Asphaltic Concrete | 23,465.3 | TON | 92.00 | 2,158,807.60 | 100.67 | 2,362,251.75 |
| 0008 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 876.2 | TON | 92.00 | 80,610.40 | 199.26 | 174,591.61 |
| 0009 | 509-01-00100 | Cold Planing Asphaltic Pavement | 600 | SQYD | 15.00 | 9,000.00 | 29.67 | 17,802.00 |
| 0010 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -12 | CUYD | 0.10 | -1.20 | 0.10 | -1.20 |
| 0011 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 200 | LNFT | 33.00 | 6,600.00 | 44.85 | 8,970.00 |
| 0012 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 21.00 | 1,050.00 | 29.43 | 1,471.50 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 60.00 | 6,000.00 | 78.49 | 7,849.00 |
| 0014 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,100.00 | 8,400.00 | 2,803.29 | 11,213.16 |
| 0015 | 706-02-00200 | Concrete Drive (6" Thick) | 63.2 | SQYD | 100.00 | 6,320.00 | 98.12 | 6,201.18 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 76,000.00 | 76,000.00 | 10,638.47 | 10,638.47 |
| 0017 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 18.51 | MILE | 225.00 | 4,164.75 | 215.85 | 3,995.38 |
| 0018 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 15.034 | MILE | 350.00 | 5,261.90 | 280.33 | 4,214.48 |
| 0019 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 51.352 | MILE | 1.00 | 51.35 | 560.66 | 28,791.01 |
| 0020 | 716-01-00100 | Mulch (Vegetative) | 31.2 | TON | 450.00 | 14,040.00 | 595.70 | 18,585.84 |
| 0021 | 717-01-00100 | Seeding | 703 | LB | 8.00 | 5,624.00 | 10.16 | 7,142.48 |
| 0022 | 718-01-00100 | Fertilizer | 15,620 | LB | 0.40 | 6,248.00 | 0.56 | 8,747.20 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 135,000.00 | 135,000.00 | 100,328.05 | 100,328.05 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 105.12 | 420.48 |
| 0025 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,420 | EACH | 7.00 | 9,940.00 | 5.61 | 7,966.20 |
| 0026 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 30.152 | MILE | 3,300.00 | 99,501.60 | 3,644.27 | 109,882.03 |
| 0027 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 8.501 | MILE | 1,200.00 | 10,201.20 | 1,121.31 | 9,532.26 |
| 0028 | 732-05-00100 | Removal of Existing Markings | 2.968 | MILE | 600.00 | 1,780.80 | 4,765.58 | 14,144.24 |
| 0029 | 735-01-00100 | Mailboxes | 41 | EACH | 5.00 | 205.00 | 1.40 | 57.40 |
| 0030 | 735-02-00100 | Mailbox Supports (Single) | 35 | EACH | 125.00 | 4,375.00 | 140.16 | 4,905.60 |
| 0031 | 735-03-00100 | Mailbox Supports (Double) | 3 | EACH | 200.00 | 600.00 | 168.20 | 504.60 |
| 0032 | 740-01-00100 | Construction Layout | 1 | LUMP | 50,000.00 | 50,000.00 | 20,884.47 | 20,884.47 |
| 0033 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 358 | INLF | 5.00 | 1,790.00 | 7.01 | 2,509.58 |
| CONTRACTOR TOTAL | 3,995,730.40 | 4,265,017.79 | ||||||