Bid Tabulations
Letting of
07/14/2010
LA DOTD Headquarters
| Lead Project: 198-02-0022 | |
| Parish: Jefferson Davis | |
| Routes: LA 99 | |
| Description: LA 380 - US 90 | |
| Type Const: COLD PLANING ASPHALTIC PAVEMENT, PAVEMENT PATCHING AND WIDENING, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK. | |
| Estimated Construction Cost: $6,345,024.58 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $4,966,213.31 |
| 2 | 08815 | W. E. Mcdonald & Son, LLC. | $5,348,041.23 |
| 3 | 34356 | Prairie Contractors Inc. | $5,519,116.86 |
| 4 | 04089 | H & S Construction Co., Inc. | $5,739,060.35 |
| 5 | 12312 | Gilchrist Construction Co. LLC | $5,892,616.07 |
| 6 | 14096 | Bessette Development Corp. | $6,963,932.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - W. E. Mcdonald & Son, LLC. |
- 3 - Prairie Contractors Inc. |
- 4 - H & S Construction Co., Inc. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 412 | LNFT | 7.40 | 3,048.80 | 5.00 | 2,060.00 | 8.00 | 3,296.00 | 5.50 | 2,266.00 |
| 0002 | 302-02-01040 | Class II Base Course (4" Thick) (Stone) | 79,589.3 | SQYD | 7.50 | 596,919.75 | 9.00 | 716,303.70 | 11.00 | 875,482.30 | 7.02 | 558,716.89 |
| 0003 | 304-01-00100 | Lime | 1,318.1 | TON | 161.00 | 212,214.10 | 160.00 | 210,896.00 | 165.00 | 217,486.50 | 195.42 | 257,583.10 |
| 0004 | 304-03-00500 | Lime Treatment (Type C) (18 inch Thick) | 61,632 | SQYD | 4.00 | 246,528.00 | 5.00 | 308,160.00 | 4.50 | 277,344.00 | 2.68 | 165,173.76 |
| 0005 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 61,632 | SQYD | 5.23 | 322,335.36 | 6.00 | 369,792.00 | 5.50 | 338,976.00 | 8.77 | 540,512.64 |
| 0006 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 5,405 | CUYD | 12.00 | 64,860.00 | 1.00 | 5,405.00 | 25.00 | 135,125.00 | 4.83 | 26,106.15 |
| 0007 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 75 | CUYD | 60.00 | 4,500.00 | 1.00 | 75.00 | 70.00 | 5,250.00 | 30.23 | 2,267.25 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 30,449.6 | TON | 70.25 | 2,139,084.40 | 89.00 | 2,710,014.40 | 89.00 | 2,710,014.40 | 83.32 | 2,537,060.67 |
| 0009 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 798.1 | TON | 142.00 | 113,330.20 | 115.00 | 91,781.50 | 115.00 | 91,781.50 | 123.25 | 98,365.83 |
| 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 309 | SQYD | 34.00 | 10,506.00 | 4.00 | 1,236.00 | 4.00 | 1,236.00 | 11.79 | 3,643.11 |
| 0011 | 509-01-00100 | Cold Planing Asphaltic Pavement (3" AVG. DEPTH) | 68,181 | SQYD | 1.50 | 102,271.50 | 1.60 | 109,089.60 | 1.50 | 102,271.50 | 2.70 | 184,088.70 |
| 0012 | 509-01-00100 | Cold Planing Asphaltic Pavement (8.25" AVG. DEPTH) | 52,284 | SQYD | 3.35 | 175,151.40 | 3.10 | 162,080.40 | 3.00 | 156,852.00 | 7.60 | 397,358.40 |
| 0013 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -13,346 | CUYD | 0.10 | -1,334.60 | 48.22 | -643,544.12 | 48.22 | -643,544.12 | 0.01 | -133.46 |
| 0014 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 800 | SQYD | 85.00 | 68,000.00 | 434.75 | 347,800.00 | 434.75 | 347,800.00 | 68.54 | 54,832.00 |
| 0015 | 510-02-00100 | Pavement Widening | 10,120 | SQYD | 48.25 | 488,290.00 | 52.00 | 526,240.00 | 55.00 | 556,600.00 | 68.59 | 694,130.80 |
| 0016 | 704-03-00100 | Blocked Out Guard Rail | 175 | LNFT | 20.00 | 3,500.00 | 18.00 | 3,150.00 | 20.00 | 3,500.00 | 19.79 | 3,463.25 |
| 0017 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 50 | LNFT | 45.00 | 2,250.00 | 42.00 | 2,100.00 | 45.00 | 2,250.00 | 46.18 | 2,309.00 |
| 0018 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 55.00 | 5,500.00 | 54.00 | 5,400.00 | 55.00 | 5,500.00 | 59.38 | 5,938.00 |
| 0019 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,300.00 | 9,200.00 | 2,250.00 | 9,000.00 | 2,500.00 | 10,000.00 | 2,474.10 | 9,896.40 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 24,000.00 | 24,000.00 | 110,000.00 | 110,000.00 | 50,000.00 | 50,000.00 | 8,153.44 | 8,153.44 |
| 0021 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 31.217 | MILE | 150.00 | 4,682.55 | 400.00 | 12,486.80 | 400.00 | 12,486.80 | 522.19 | 16,301.21 |
| 0022 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 26.678 | MILE | 300.00 | 8,003.40 | 300.00 | 8,003.40 | 0.01 | 0.27 | 522.15 | 13,929.92 |
| 0023 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 60.839 | MILE | 350.00 | 21,293.65 | 350.00 | 21,293.65 | 0.01 | 0.61 | 604.69 | 36,788.73 |
| 0024 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | 8,208.42 | 8,208.42 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 225,600.00 | 225,600.00 | 160,000.00 | 160,000.00 | 150,000.00 | 150,000.00 | 9,621.48 | 9,621.48 |
| 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 | 72.00 | 288.00 | 75.00 | 300.00 | 109.96 | 439.84 |
| 0027 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,551 | EACH | 6.00 | 9,306.00 | 5.50 | 8,530.50 | 6.00 | 9,306.00 | 5.77 | 8,949.27 |
| 0028 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 26.027 | MILE | 2,400.00 | 62,464.80 | 2,200.00 | 57,259.40 | 2,300.00 | 59,862.10 | 2,638.33 | 68,667.81 |
| 0029 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 11.7 | MILE | 1,100.00 | 12,870.00 | 900.00 | 10,530.00 | 1,000.00 | 11,700.00 | 934.66 | 10,935.52 |
| 0030 | 735-01-00100 | Mailboxes | 53 | EACH | 1.00 | 53.00 | 1.00 | 53.00 | 20.00 | 1,060.00 | 15.39 | 815.67 |
| 0031 | 735-02-00100 | Mailbox Supports (Single) | 53 | EACH | 120.00 | 6,360.00 | 119.00 | 6,307.00 | 360.00 | 19,080.00 | 131.95 | 6,993.35 |
| 0032 | 740-01-00100 | Construction Layout | 1 | LUMP | 14,000.00 | 14,000.00 | 10,000.00 | 10,000.00 | 100.00 | 100.00 | 5,173.45 | 5,173.45 |
| 0033 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 125 | INLF | 9.00 | 1,125.00 | 10.00 | 1,250.00 | 40.00 | 5,000.00 | 4.03 | 503.75 |
| CONTRACTOR TOTAL | 4,966,213.31 | 5,348,041.23 | 5,519,116.86 | 5,739,060.35 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Gilchrist Construction Co. LLC |
- 6 - Bessette Development Corp. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 412 | LNFT | 10.00 | 4,120.00 | 8.50 | 3,502.00 |
| 0002 | 302-02-01040 | Class II Base Course (4" Thick) (Stone) | 79,589.3 | SQYD | 9.00 | 716,303.70 | 11.20 | 891,400.16 |
| 0003 | 304-01-00100 | Lime | 1,318.1 | TON | 120.00 | 158,172.00 | 175.05 | 230,733.41 |
| 0004 | 304-03-00500 | Lime Treatment (Type C) (18 inch Thick) | 61,632 | SQYD | 2.00 | 123,264.00 | 5.90 | 363,628.80 |
| 0005 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 61,632 | SQYD | 7.00 | 431,424.00 | 8.95 | 551,606.40 |
| 0006 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 5,405 | CUYD | 30.00 | 162,150.00 | 75.15 | 406,185.75 |
| 0007 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 75 | CUYD | 50.00 | 3,750.00 | 63.65 | 4,773.75 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 30,449.6 | TON | 80.00 | 2,435,968.00 | 88.65 | 2,699,357.04 |
| 0009 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 798.1 | TON | 130.00 | 103,753.00 | 152.72 | 121,885.83 |
| 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 309 | SQYD | 4.00 | 1,236.00 | 5.05 | 1,560.45 |
| 0011 | 509-01-00100 | Cold Planing Asphaltic Pavement (3" AVG. DEPTH) | 68,181 | SQYD | 2.25 | 153,407.25 | 4.35 | 296,587.35 |
| 0012 | 509-01-00100 | Cold Planing Asphaltic Pavement (8.25" AVG. DEPTH) | 52,284 | SQYD | 2.50 | 130,710.00 | 6.85 | 358,145.40 |
| 0013 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -13,346 | CUYD | 0.10 | -1,334.60 | 1.05 | -14,013.30 |
| 0014 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 800 | SQYD | 90.00 | 72,000.00 | 62.75 | 50,200.00 |
| 0015 | 510-02-00100 | Pavement Widening | 10,120 | SQYD | 75.00 | 759,000.00 | 59.75 | 604,670.00 |
| 0016 | 704-03-00100 | Blocked Out Guard Rail | 175 | LNFT | 20.00 | 3,500.00 | 19.10 | 3,342.50 |
| 0017 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 50 | LNFT | 45.00 | 2,250.00 | 44.50 | 2,225.00 |
| 0018 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 55.00 | 5,500.00 | 57.25 | 5,725.00 |
| 0019 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,400.00 | 9,600.00 | 2,387.50 | 9,550.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 60,000.00 | 60,000.00 | 9,565.50 | 9,565.50 |
| 0021 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 31.217 | MILE | 260.00 | 8,116.42 | 318.30 | 9,936.37 |
| 0022 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 26.678 | MILE | 525.00 | 14,005.95 | 504.00 | 13,445.71 |
| 0023 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 60.839 | MILE | 100.00 | 6,083.90 | 584.00 | 35,529.98 |
| 0024 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 7,000.00 | 7,000.00 | 4,273.25 | 4,273.25 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 400,000.00 | 400,000.00 | 178,528.97 | 178,528.97 |
| 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 80.00 | 320.00 | 76.50 | 306.00 |
| 0027 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,551 | EACH | 5.75 | 8,918.25 | 5.67 | 8,794.17 |
| 0028 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 26.027 | MILE | 2,600.00 | 67,670.20 | 2,546.50 | 66,277.76 |
| 0029 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 11.7 | MILE | 940.00 | 10,998.00 | 902.00 | 10,553.40 |
| 0030 | 735-01-00100 | Mailboxes | 53 | EACH | 10.00 | 530.00 | 14.85 | 787.05 |
| 0031 | 735-02-00100 | Mailbox Supports (Single) | 53 | EACH | 150.00 | 7,950.00 | 127.35 | 6,749.55 |
| 0032 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 26,525.00 | 26,525.00 |
| 0033 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 125 | INLF | 10.00 | 1,250.00 | 12.75 | 1,593.75 |
| CONTRACTOR TOTAL | 5,892,616.07 | 6,963,932.00 | ||||||