Bid Tabulations
Letting of
09/12/2012
LA DOTD Headquarters
| Lead Project: H.001890.6 | |
| Parish: Allen | |
| Routes: LA 113 | |
| Description: LA 113: PATCH, COLD PLANE, AND OVERLAY | |
| Type Const: GRADING, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE OVERLAY AND RELATED WORK. | |
| Estimated Construction Cost: $4,421,910.74 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14096 | Bessette Development Corp. | $2,784,120.00 |
| 2 | 34356 | Prairie Contractors Inc. | $2,858,076.37 |
| 3 | 00183 | R. E. Heidt Construction Co., LLC | $2,970,066.43 |
| 4 | 12312 | Gilchrist Construction Co. LLC | $3,069,389.60 |
| 5 | 12487 | Diamond B Construction Co., L.L.C. | $3,552,554.36 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Bessette Development Corp. |
- 2 - Prairie Contractors Inc. |
- 3 - R. E. Heidt Construction Co., LLC |
- 4 - Gilchrist Construction Co. LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 1,924 | LNFT | 2.00 | 3,848.00 | 15.00 | 28,860.00 | 2.25 | 4,329.00 | 4.00 | 7,696.00 |
| 0002 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 28,370.00 | 28,370.00 | 5,000.00 | 5,000.00 | 23,710.00 | 23,710.00 | 15,000.00 | 15,000.00 |
| 0003 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 304 | CUYD | 77.85 | 23,666.40 | 150.00 | 45,600.00 | 85.00 | 25,840.00 | 45.00 | 13,680.00 |
| 0004 | 509-01-00100 | Cold Planing Asphaltic Pavement | 65,815 | SQYD | 1.20 | 78,978.00 | 2.25 | 148,083.75 | 0.85 | 55,942.75 | 1.10 | 72,396.50 |
| 0005 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,533 | CUYD | 2.00 | -3,066.00 | 0.01 | -15.33 | 1.00 | -1,533.00 | 1.00 | -1,533.00 |
| 0006 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 330 | SQYD | 69.85 | 23,050.50 | 86.00 | 28,380.00 | 96.00 | 31,680.00 | 85.00 | 28,050.00 |
| 0007 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | 1,500 | SQYD | 75.25 | 112,875.00 | 97.00 | 145,500.00 | 91.00 | 136,500.00 | 88.00 | 132,000.00 |
| 0008 | 510-01-00400 | Pavement Patching (24" Minimum Thickness) | 1,500 | SQYD | 126.55 | 189,825.00 | 150.00 | 225,000.00 | 165.00 | 247,500.00 | 144.00 | 216,000.00 |
| 0010 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 100 | LNFT | 38.00 | 3,800.00 | 45.00 | 4,500.00 | 41.41 | 4,141.00 | 40.00 | 4,000.00 |
| 0011 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 850 | LNFT | 33.00 | 28,050.00 | 75.00 | 63,750.00 | 72.72 | 61,812.00 | 35.00 | 29,750.00 |
| 0012 | 704-03-00100 | Blocked Out Guard Rail | 575 | LNFT | 20.45 | 11,758.75 | 25.00 | 14,375.00 | 20.20 | 11,615.00 | 22.00 | 12,650.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 300 | LNFT | 60.00 | 18,000.00 | 60.00 | 18,000.00 | 58.58 | 17,574.00 | 65.00 | 19,500.00 |
| 0014 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 1,850.00 | 14,800.00 | 2,300.00 | 18,400.00 | 2,272.50 | 18,180.00 | 1,900.00 | 15,200.00 |
| 0015 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 8 | EACH | 2,025.00 | 16,200.00 | 2,600.00 | 20,800.00 | 2,525.00 | 20,200.00 | 2,100.00 | 16,800.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,174.50 | 7,174.50 | 50,000.00 | 50,000.00 | 5,883.25 | 5,883.25 | 35,000.00 | 35,000.00 |
| 0017 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 12.56 | MILE | 150.00 | 1,884.00 | 400.00 | 5,024.00 | 322.00 | 4,044.32 | 425.00 | 5,338.00 |
| 0018 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 11.25 | MILE | 375.00 | 4,218.75 | 0.01 | 0.11 | 202.00 | 2,272.50 | 100.00 | 1,125.00 |
| 0019 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 33.984 | MILE | 500.00 | 16,992.00 | 0.01 | 0.34 | 404.00 | 13,729.54 | 100.00 | 3,398.40 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 37,651.03 | 37,651.03 | 125,000.00 | 125,000.00 | 68,000.00 | 68,000.00 | 200,000.00 | 200,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 80.00 | 1,280.00 | 80.00 | 1,280.00 | 112.00 | 1,792.00 | 85.00 | 1,360.00 |
| 0022 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,343 | EACH | 5.25 | 7,050.75 | 5.00 | 6,715.00 | 4.80 | 6,446.40 | 5.90 | 7,923.70 |
| 0023 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 25.711 | MILE | 2,400.00 | 61,706.40 | 2,450.00 | 62,991.95 | 2,424.00 | 62,323.46 | 2,500.00 | 64,277.50 |
| 0024 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 7.625 | MILE | 800.00 | 6,100.00 | 700.00 | 5,337.50 | 656.50 | 5,005.81 | 900.00 | 6,862.50 |
| 0025 | 732-05-00100 | Removal of Existing Markings | 0.156 | MILE | 5,000.00 | 780.00 | 5,000.00 | 780.00 | 2,020.00 | 315.12 | 6,000.00 | 936.00 |
| 0026 | 735-01-00100 | Mailboxes | 29 | EACH | 15.00 | 435.00 | 2.00 | 58.00 | 15.15 | 439.35 | 2.00 | 58.00 |
| 0027 | 735-02-00100 | Mailbox Supports (Single) | 11 | EACH | 109.00 | 1,199.00 | 150.00 | 1,650.00 | 110.09 | 1,210.99 | 165.00 | 1,815.00 |
| 0028 | 735-03-00100 | Mailbox Supports (Double) | 4 | EACH | 149.00 | 596.00 | 175.00 | 700.00 | 150.49 | 601.96 | 250.00 | 1,000.00 |
| 0029 | 735-04-00100 | Mailbox Supports (Multiple) | 3 | EACH | 244.00 | 732.00 | 250.00 | 750.00 | 246.44 | 739.32 | 475.00 | 1,425.00 |
| 0030 | 740-01-00100 | Construction Layout | 1 | LUMP | 21,520.00 | 21,520.00 | 100.00 | 100.00 | 20,000.00 | 20,000.00 | 6,000.00 | 6,000.00 |
| 0031 | DEV-502-0001 | Superpave Asphaltic Concrete | 21,668.8 | TON | 90.40 | 1,958,859.52 | 81.00 | 1,755,172.80 | 92.00 | 1,993,529.60 | 92.00 | 1,993,529.60 |
| 0032 | DEV-502-0002 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 641.5 | TON | 104.10 | 66,780.15 | 50.00 | 32,075.00 | 125.00 | 80,187.50 | 178.00 | 114,187.00 |
| 0033 | DEV-504-0001 | Asphalt Tack Coat | 12,323 | GAL | 2.75 | 33,888.25 | 2.75 | 33,888.25 | 3.00 | 36,969.00 | 2.80 | 34,504.40 |
| 0034 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 8.6 | MILE | 595.00 | 5,117.00 | 1,200.00 | 10,320.00 | 1,056.46 | 9,085.56 | 1,100.00 | 9,460.00 |
| CONTRACTOR TOTAL | 2,784,120.00 | 2,858,076.37 | 2,970,066.43 | 3,069,389.60 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Diamond B Construction Co., L.L.C. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 1,924 | LNFT | 12.00 | 23,088.00 |
| 0002 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 35,000.00 | 35,000.00 |
| 0003 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 304 | CUYD | 100.00 | 30,400.00 |
| 0004 | 509-01-00100 | Cold Planing Asphaltic Pavement | 65,815 | SQYD | 2.00 | 131,630.00 |
| 0005 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,533 | CUYD | 10.00 | -15,330.00 |
| 0006 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 330 | SQYD | 114.00 | 37,620.00 |
| 0007 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | 1,500 | SQYD | 126.00 | 189,000.00 |
| 0008 | 510-01-00400 | Pavement Patching (24" Minimum Thickness) | 1,500 | SQYD | 215.00 | 322,500.00 |
| 0010 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 100 | LNFT | 36.00 | 3,600.00 |
| 0011 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 850 | LNFT | 41.00 | 34,850.00 |
| 0012 | 704-03-00100 | Blocked Out Guard Rail | 575 | LNFT | 21.00 | 12,075.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 300 | LNFT | 66.00 | 19,800.00 |
| 0014 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 2,200.00 | 17,600.00 |
| 0015 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 8 | EACH | 2,400.00 | 19,200.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 70,000.00 | 70,000.00 |
| 0017 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 12.56 | MILE | 180.00 | 2,260.80 |
| 0018 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 11.25 | MILE | 385.00 | 4,331.25 |
| 0019 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 33.984 | MILE | 500.00 | 16,992.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 294,000.00 | 294,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 72.00 | 1,152.00 |
| 0022 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,343 | EACH | 6.00 | 8,058.00 |
| 0023 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 25.711 | MILE | 2,400.00 | 61,706.40 |
| 0024 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 7.625 | MILE | 805.00 | 6,138.13 |
| 0025 | 732-05-00100 | Removal of Existing Markings | 0.156 | MILE | 5,000.00 | 780.00 |
| 0026 | 735-01-00100 | Mailboxes | 29 | EACH | 1.00 | 29.00 |
| 0027 | 735-02-00100 | Mailbox Supports (Single) | 11 | EACH | 125.00 | 1,375.00 |
| 0028 | 735-03-00100 | Mailbox Supports (Double) | 4 | EACH | 155.00 | 620.00 |
| 0029 | 735-04-00100 | Mailbox Supports (Multiple) | 3 | EACH | 250.00 | 750.00 |
| 0030 | 740-01-00100 | Construction Layout | 1 | LUMP | 8,000.00 | 8,000.00 |
| 0031 | DEV-502-0001 | Superpave Asphaltic Concrete | 21,668.8 | TON | 95.00 | 2,058,536.00 |
| 0032 | DEV-502-0002 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 641.5 | TON | 180.00 | 115,470.00 |
| 0033 | DEV-504-0001 | Asphalt Tack Coat | 12,323 | GAL | 2.75 | 33,888.25 |
| 0034 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 8.6 | MILE | 864.48 | 7,434.53 |
| CONTRACTOR TOTAL | 3,552,554.36 | |||||