Bid Tabulations
Letting of
07/14/2010
LA DOTD Headquarters
| Lead Project: 190-01-0024 | |
| Parish: Beauregard | |
| Routes: LA 110 | |
| Description: 0.212 MI E OF WUNSCH RD - 3.312 MI E OF WUNSCH RD | |
| Type Const: GRADING, COLD PLANING ASPHALTIC PAVEMENT, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE OVERLAY AND RELATED WORK | |
| Estimated Construction Cost: $2,171,051.55 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $1,959,877.94 |
| 2 | 14096 | Bessette Development Corp. | $2,055,452.00 |
| 3 | 34356 | Prairie Contractors Inc. | $2,072,522.33 |
| 4 | 12312 | Gilchrist Construction Co. LLC | $2,090,301.35 |
| 5 | 00183 | R. E. Heidt Construction Co., Inc. | $2,121,019.16 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Bessette Development Corp. |
- 3 - Prairie Contractors Inc. |
- 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 | 1,317 | LNFT | 5.88 | 7,743.96 | 6.05 | 7,967.85 | 7.00 | 9,219.00 | 7.00 | 9,219.00 |
| 0002 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 25,000.00 | 25,000.00 | 19,235.00 | 19,235.00 | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 |
| 0003 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,304 | CUYD | 27.73 | 63,889.92 | 66.75 | 153,792.00 | 36.00 | 82,944.00 | 72.00 | 165,888.00 |
| 0004 | 502-01-00100 | Superpave Asphaltic Concrete | 15,965.8 | TON | 78.00 | 1,245,332.40 | 83.15 | 1,327,556.27 | 83.00 | 1,325,161.40 | 80.00 | 1,277,264.00 |
| 0005 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 911 | TON | 149.00 | 135,739.00 | 126.00 | 114,786.00 | 125.00 | 113,875.00 | 130.00 | 118,430.00 |
| 0006 | 509-01-00100 | Cold Planing Asphaltic Pavement | 94,402 | SQYD | 1.31 | 123,666.62 | 1.15 | 108,562.30 | 1.72 | 162,371.44 | 1.00 | 94,402.00 |
| 0007 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,004 | CUYD | 0.10 | -200.40 | 1.00 | -2,004.00 | 0.01 | -20.04 | 1.00 | -2,004.00 |
| 0008 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 951 | SQYD | 76.69 | 72,932.19 | 67.00 | 63,717.00 | 85.00 | 80,835.00 | 100.00 | 95,100.00 |
| 0009 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 451.5 | LNFT | 60.98 | 27,532.47 | 57.70 | 26,051.55 | 60.00 | 27,090.00 | 62.00 | 27,993.00 |
| 0010 | 704-03-00100 | Blocked Out Guard Rail | 900 | LNFT | 17.65 | 15,885.00 | 16.65 | 14,985.00 | 18.00 | 16,200.00 | 18.00 | 16,200.00 |
| 0011 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 150 | LNFT | 36.37 | 5,455.50 | 34.50 | 5,175.00 | 35.00 | 5,250.00 | 35.00 | 5,250.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 55.63 | 11,126.00 | 52.50 | 10,500.00 | 55.00 | 11,000.00 | 55.00 | 11,000.00 |
| 0013 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 20 | EACH | 2,353.46 | 47,069.20 | 2,222.50 | 44,450.00 | 2,300.00 | 46,000.00 | 2,400.00 | 48,000.00 |
| 0014 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,000.00 | 12,000.00 | 5,961.00 | 5,961.00 | 20,000.00 | 20,000.00 | 7,462.94 | 7,462.94 |
| 0015 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 16.712 | MILE | 147.87 | 2,471.20 | 158.00 | 2,640.50 | 400.00 | 6,684.80 | 300.00 | 5,013.60 |
| 0016 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 17.192 | MILE | 320.93 | 5,517.43 | 303.10 | 5,210.90 | 0.01 | 0.17 | 1.00 | 17.19 |
| 0017 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 40.615 | MILE | 641.85 | 26,068.74 | 606.15 | 24,618.78 | 0.01 | 0.41 | 1.00 | 40.62 |
| 0018 | 717-01-00100 | Seeding | 77 | LB | 16.05 | 1,235.85 | 10.00 | 770.00 | 20.00 | 1,540.00 | 16.00 | 1,232.00 |
| 0019 | 718-01-00100 | Fertilizer | 1,275 | LB | 0.53 | 675.75 | 1.00 | 1,275.00 | 0.75 | 956.25 | 0.60 | 765.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 46,250.00 | 46,250.00 | 40,505.50 | 40,505.50 | 40,000.00 | 40,000.00 | 100,000.00 | 100,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 20 | EACH | 71.67 | 1,433.40 | 67.75 | 1,355.00 | 75.00 | 1,500.00 | 75.00 | 1,500.00 |
| 0022 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,324 | EACH | 4.81 | 6,368.44 | 4.55 | 6,024.20 | 5.00 | 6,620.00 | 5.50 | 7,282.00 |
| 0023 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 24.435 | MILE | 2,353.46 | 57,506.80 | 2,222.75 | 54,312.90 | 2,300.00 | 56,200.50 | 2,400.00 | 58,644.00 |
| 0024 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 10.252 | MILE | 641.85 | 6,580.25 | 606.15 | 6,214.25 | 700.00 | 7,176.40 | 1,000.00 | 10,252.00 |
| 0025 | 735-01-00100 | Mailboxes | 9 | EACH | 1.07 | 9.63 | 1.00 | 9.00 | 2.00 | 18.00 | 10.00 | 90.00 |
| 0026 | 735-02-00100 | Mailbox Supports (Single) | 9 | EACH | 176.51 | 1,588.59 | 167.00 | 1,503.00 | 200.00 | 1,800.00 | 140.00 | 1,260.00 |
| 0027 | 740-01-00100 | Construction Layout | 1 | LUMP | 11,000.00 | 11,000.00 | 10,278.00 | 10,278.00 | 100.00 | 100.00 | 5,000.00 | 5,000.00 |
| CONTRACTOR TOTAL | 1,959,877.94 | 2,055,452.00 | 2,072,522.33 | 2,090,301.35 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - R. E. Heidt Construction Co., Inc. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 1,317 | LNFT | 3.50 | 4,609.50 |
| 0002 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 189,625.00 | 189,625.00 |
| 0003 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,304 | CUYD | 68.00 | 156,672.00 |
| 0004 | 502-01-00100 | Superpave Asphaltic Concrete | 15,965.8 | TON | 78.50 | 1,253,315.30 |
| 0005 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 911 | TON | 75.00 | 68,325.00 |
| 0006 | 509-01-00100 | Cold Planing Asphaltic Pavement | 94,402 | SQYD | 0.58 | 54,753.16 |
| 0007 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,004 | CUYD | 1.00 | -2,004.00 |
| 0008 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 951 | SQYD | 83.00 | 78,933.00 |
| 0009 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 451.5 | LNFT | 59.85 | 27,022.28 |
| 0010 | 704-03-00100 | Blocked Out Guard Rail | 900 | LNFT | 17.33 | 15,597.00 |
| 0011 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 150 | LNFT | 35.70 | 5,355.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 54.60 | 10,920.00 |
| 0013 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 20 | EACH | 2,310.00 | 46,200.00 |
| 0014 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,500.00 | 10,500.00 |
| 0015 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 16.712 | MILE | 269.00 | 4,495.53 |
| 0016 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 17.192 | MILE | 315.00 | 5,415.48 |
| 0017 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 40.615 | MILE | 525.00 | 21,322.88 |
| 0018 | 717-01-00100 | Seeding | 77 | LB | 12.60 | 970.20 |
| 0019 | 718-01-00100 | Fertilizer | 1,275 | LB | 34.00 | 43,350.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 43,000.00 | 43,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 20 | EACH | 70.35 | 1,407.00 |
| 0022 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,324 | EACH | 4.73 | 6,262.52 |
| 0023 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 24.435 | MILE | 2,310.00 | 56,444.85 |
| 0024 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 10.252 | MILE | 630.00 | 6,458.76 |
| 0025 | 735-01-00100 | Mailboxes | 9 | EACH | 1.05 | 9.45 |
| 0026 | 735-02-00100 | Mailbox Supports (Single) | 9 | EACH | 173.25 | 1,559.25 |
| 0027 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,500.00 | 10,500.00 |
| CONTRACTOR TOTAL | 2,121,019.16 | |||||