Bid Tabulations
Letting of
01/19/2011
LA DOTD Headquarters
| Lead Project: 827-11-0010 | |
| Parish: Jefferson Davis | |
| Routes: LA 382 | |
| Description: LA 380 - 2 MI S OF US 90 | |
| Type Const: GRADING, COLD PLANING ASPHALTIC PAVEMENT, PAVEMENT PATCHING, IN-PLACE CEMENT STABILIZED BASE COURSE, CLASS II BASE COURSE, LIME TREATMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK. | |
| Estimated Construction Cost: $1,873,970.35 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00183 | R. E. Heidt Construction Co., Inc. | $1,601,370.91 |
| 2 | 34356 | Prairie Contractors Inc. | $1,643,548.52 |
| 3 | 33663 | Glenn Lege Construction Inc | $1,761,941.71 |
| 4 | 14096 | Bessette Development Corp. | $1,776,393.00 |
| 5 | 12487 | Diamond B Construction Co., L.L.C. | $1,887,674.90 |
| 6 | 12312 | Gilchrist Construction Co. LLC | $1,905,896.61 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - R. E. Heidt Construction Co., Inc. |
- 2 - Prairie Contractors Inc. |
- 3 - Glenn Lege Construction Inc |
- 4 - Bessette Development Corp. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 1,067 | LNFT | 4.04 | 4,310.68 | 2.00 | 2,134.00 | 9.00 | 9,603.00 | 2.00 | 2,134.00 |
| 0002 | 203-07-00100 | Borrow (Vehicular Measurement) | 200 | CUYD | 12.00 | 2,400.00 | 15.00 | 3,000.00 | 15.00 | 3,000.00 | 15.15 | 3,030.00 |
| 0003 | 302-02-01040 | Class II Base Course (4" Thick) (Stone) | 24,223.3 | SQYD | 9.00 | 218,009.70 | 8.80 | 213,165.04 | 9.60 | 232,543.68 | 9.25 | 224,065.53 |
| 0004 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 20,186 | SQYD | 5.59 | 112,839.74 | 5.75 | 116,069.50 | 5.50 | 111,023.00 | 5.85 | 118,088.10 |
| 0005 | 303-02-00100 | Removal of Existing Patches | 250 | SQYD | 15.00 | 3,750.00 | 15.00 | 3,750.00 | 11.00 | 2,750.00 | 15.15 | 3,787.50 |
| 0006 | 304-05-00100 | Lime Treatment (Type E) | 190.76 | TON | 449.00 | 85,651.24 | 412.00 | 78,593.12 | 400.00 | 76,304.00 | 416.25 | 79,403.85 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,503 | CUYD | 69.00 | 172,707.00 | 50.00 | 125,150.00 | 70.00 | 175,210.00 | 78.80 | 197,236.40 |
| 0008 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 45.45 | 4,545.00 | 40.50 | 4,050.00 | 60.00 | 6,000.00 | 45.50 | 4,550.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 8,894.2 | TON | 77.50 | 689,300.50 | 75.00 | 667,065.00 | 78.00 | 693,747.60 | 80.50 | 715,983.10 |
| 0010 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,027.9 | TON | 95.00 | 97,650.50 | 30.00 | 30,837.00 | 85.00 | 87,371.50 | 116.50 | 119,750.35 |
| 0011 | 509-01-00100 | Cold Planing Asphaltic Pavement | 86,507 | SQYD | 0.51 | 44,118.57 | 1.70 | 147,061.90 | 1.40 | 121,109.80 | 1.55 | 134,085.85 |
| 0012 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,883 | CUYD | 7.50 | -14,122.50 | 40.87 | -76,958.21 | 1.00 | -1,883.00 | 1.00 | -1,883.00 |
| 0013 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,000 | SQYD | 80.00 | 80,000.00 | 172.00 | 172,000.00 | 98.00 | 98,000.00 | 76.00 | 76,000.00 |
| 0014 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 600 | LNFT | 20.20 | 12,120.00 | 1.00 | 600.00 | 0.28 | 168.00 | 0.25 | 150.00 |
| 0015 | 704-03-00100 | Blocked Out Guard Rail | 143.8 | LNFT | 20.20 | 2,904.76 | 35.00 | 5,033.00 | 32.69 | 4,700.82 | 30.30 | 4,357.14 |
| 0016 | 704-05-00100 | Guard Rail Anchor Sections (BCT) | 12.5 | LNFT | 60.60 | 757.50 | 90.00 | 1,125.00 | 87.18 | 1,089.75 | 80.80 | 1,010.00 |
| 0017 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 175 | LNFT | 60.60 | 10,605.00 | 65.00 | 11,375.00 | 65.38 | 11,441.50 | 60.60 | 10,605.00 |
| 0018 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 7 | EACH | 2,424.00 | 16,968.00 | 3,100.00 | 21,700.00 | 3,579.73 | 25,058.11 | 3,318.80 | 23,231.60 |
| 0019 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 4,843.96 | 4,843.96 | 11,000.00 | 11,000.00 | 31,500.00 | 31,500.00 | 9,695.00 | 9,695.00 |
| 0020 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 16.08 | MILE | 182.00 | 2,926.56 | 400.00 | 6,432.00 | 450.00 | 7,236.00 | 155.00 | 2,492.40 |
| 0021 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 16.143 | MILE | 353.50 | 5,706.55 | 0.01 | 0.16 | 490.37 | 7,916.04 | 353.50 | 5,706.55 |
| 0022 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.674 | MILE | 858.50 | 578.63 | 0.01 | 0.01 | 980.75 | 661.03 | 656.70 | 442.62 |
| 0023 | 717-01-00100 | Seeding | 18 | LB | 20.20 | 363.60 | 30.00 | 540.00 | 21.79 | 392.22 | 20.25 | 364.50 |
| 0024 | 718-01-00100 | Fertilizer | 300 | LB | 2.02 | 606.00 | 3.00 | 900.00 | 2.18 | 654.00 | 2.00 | 600.00 |
| 0025 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 3,030.00 | 3,030.00 | 3,000.00 | 3,000.00 | 7,250.00 | 7,250.00 | 3,410.00 | 3,410.00 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 16,000.00 | 16,000.00 | 21,000.00 | 21,000.00 | 22,000.00 | 22,000.00 | 20,770.38 | 20,770.38 |
| 0027 | 729-16-00200 | Object Marker Assembly (Type 2) | 9 | EACH | 75.75 | 681.75 | 80.00 | 720.00 | 81.73 | 735.57 | 75.75 | 681.75 |
| 0028 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 126.25 | 1,010.00 | 105.00 | 840.00 | 108.97 | 871.76 | 101.00 | 808.00 |
| 0029 | 731-02-00100 | Reflectorized Raised Pavement Markers | 975 | EACH | 4.55 | 4,436.25 | 5.00 | 4,875.00 | 5.45 | 5,313.75 | 4.55 | 4,436.25 |
| 0030 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.337 | MILE | 2,828.00 | 953.04 | 3,000.00 | 1,011.00 | 3,814.02 | 1,285.32 | 2,828.85 | 953.32 |
| 0031 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 7.35 | MILE | 858.50 | 6,309.98 | 1,000.00 | 7,350.00 | 997.09 | 7,328.61 | 858.75 | 6,311.81 |
| 0032 | 735-01-00100 | Mailboxes | 15 | EACH | 1.01 | 15.15 | 2.00 | 30.00 | 1.09 | 16.35 | 1.00 | 15.00 |
| 0033 | 735-02-00100 | Mailbox Supports (Single) | 15 | EACH | 126.25 | 1,893.75 | 4,000.00 | 60,000.00 | 136.22 | 2,043.30 | 68.00 | 1,020.00 |
| 0034 | 740-01-00100 | Construction Layout | 1 | LUMP | 7,500.00 | 7,500.00 | 100.00 | 100.00 | 9,500.00 | 9,500.00 | 3,100.00 | 3,100.00 |
| CONTRACTOR TOTAL | 1,601,370.91 | 1,643,548.52 | 1,761,941.71 | 1,776,393.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Diamond B Construction Co., L.L.C. |
- 6 - Gilchrist Construction Co. LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 1,067 | LNFT | 5.00 | 5,335.00 | 9.00 | 9,603.00 |
| 0002 | 203-07-00100 | Borrow (Vehicular Measurement) | 200 | CUYD | 14.00 | 2,800.00 | 22.00 | 4,400.00 |
| 0003 | 302-02-01040 | Class II Base Course (4" Thick) (Stone) | 24,223.3 | SQYD | 11.00 | 266,456.30 | 9.00 | 218,009.70 |
| 0004 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 20,186 | SQYD | 6.50 | 131,209.00 | 5.30 | 106,985.80 |
| 0005 | 303-02-00100 | Removal of Existing Patches | 250 | SQYD | 18.00 | 4,500.00 | 5.00 | 1,250.00 |
| 0006 | 304-05-00100 | Lime Treatment (Type E) | 190.76 | TON | 500.00 | 95,380.00 | 340.00 | 64,858.40 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,503 | CUYD | 54.00 | 135,162.00 | 68.00 | 170,204.00 |
| 0008 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 50.00 | 5,000.00 | 35.00 | 3,500.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 8,894.2 | TON | 82.00 | 729,324.40 | 85.00 | 756,007.00 |
| 0010 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,027.9 | TON | 150.00 | 154,185.00 | 140.00 | 143,906.00 |
| 0011 | 509-01-00100 | Cold Planing Asphaltic Pavement | 86,507 | SQYD | 1.30 | 112,459.10 | 1.00 | 86,507.00 |
| 0012 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,883 | CUYD | 0.10 | -188.30 | 0.10 | -188.30 |
| 0013 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,000 | SQYD | 85.00 | 85,000.00 | 106.50 | 106,500.00 |
| 0014 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 600 | LNFT | 24.00 | 14,400.00 | 1.00 | 600.00 |
| 0015 | 704-03-00100 | Blocked Out Guard Rail | 143.8 | LNFT | 24.00 | 3,451.20 | 32.00 | 4,601.60 |
| 0016 | 704-05-00100 | Guard Rail Anchor Sections (BCT) | 12.5 | LNFT | 70.00 | 875.00 | 86.00 | 1,075.00 |
| 0017 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 175 | LNFT | 70.00 | 12,250.00 | 64.00 | 11,200.00 |
| 0018 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 7 | EACH | 2,500.00 | 17,500.00 | 3,500.00 | 24,500.00 |
| 0019 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 14,000.00 | 14,000.00 | 6,000.00 | 6,000.00 |
| 0020 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 16.08 | MILE | 165.00 | 2,653.20 | 395.00 | 6,351.60 |
| 0021 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 16.143 | MILE | 400.00 | 6,457.20 | 1.00 | 16.14 |
| 0022 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.674 | MILE | 700.00 | 471.80 | 1.00 | 0.67 |
| 0023 | 717-01-00100 | Seeding | 18 | LB | 21.00 | 378.00 | 20.00 | 360.00 |
| 0024 | 718-01-00100 | Fertilizer | 300 | LB | 2.25 | 675.00 | 2.20 | 660.00 |
| 0025 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 61,000.00 | 61,000.00 | 150,000.00 | 150,000.00 |
| 0027 | 729-16-00200 | Object Marker Assembly (Type 2) | 9 | EACH | 75.00 | 675.00 | 82.00 | 738.00 |
| 0028 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 80.00 | 640.00 | 105.00 | 840.00 |
| 0029 | 731-02-00100 | Reflectorized Raised Pavement Markers | 975 | EACH | 5.00 | 4,875.00 | 6.50 | 6,337.50 |
| 0030 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.337 | MILE | 3,000.00 | 1,011.00 | 5,500.00 | 1,853.50 |
| 0031 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 7.35 | MILE | 1,000.00 | 7,350.00 | 1,200.00 | 8,820.00 |
| 0032 | 735-01-00100 | Mailboxes | 15 | EACH | 1.00 | 15.00 | 10.00 | 150.00 |
| 0033 | 735-02-00100 | Mailbox Supports (Single) | 15 | EACH | 125.00 | 1,875.00 | 150.00 | 2,250.00 |
| 0034 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,500.00 | 5,500.00 | 5,000.00 | 5,000.00 |
| CONTRACTOR TOTAL | 1,887,674.90 | 1,905,896.61 | ||||||