Bid Tabulations
Letting of
09/12/2012
LA DOTD Headquarters
| Lead Project: H.007837.6 | |
| Parish: Acadia | |
| Routes: LA 1120 | |
| Description: LA 1120: LA 100 - LA 98 | |
| Type Const: GRADING, COLD PLANING ASPHALTIC CONCRETE, IN-PLACE STABILIZED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PAVEMENT PATCHING, AND RELATED WORK | |
| Estimated Construction Cost: $3,699,351.39 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | Coastal Bridge Co., L.L.C. | $3,264,586.96 |
| 2 | 08815 | W. E. Mcdonald & Son, LLC. | $3,288,356.26 |
| 3 | 34356 | Prairie Contractors Inc. | $3,478,309.90 |
| 4 | 12312 | Gilchrist Construction Co. LLC | $3,684,017.23 |
| 5 | 33663 | Glenn Lege Construction Inc | $3,697,963.05 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Coastal Bridge Co., L.L.C. |
- 2 - W. E. Mcdonald & Son, LLC. |
- 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 | 1,281 | LNFT | 10.00 | 12,810.00 | 2.00 | 2,562.00 | 15.00 | 19,215.00 | 7.00 | 8,967.00 |
| 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) (36" EQUIV CMPA) | 64 | LNFT | 40.00 | 2,560.00 | 30.00 | 1,920.00 | 7.00 | 448.00 | 25.00 | 1,600.00 |
| 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) (42" EQUIV CMPA) | 56 | LNFT | 45.00 | 2,520.00 | 40.00 | 2,240.00 | 7.00 | 392.00 | 30.00 | 1,680.00 |
| 0004 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 70 | EACH | 1.00 | 70.00 | 25.00 | 1,750.00 | 130.00 | 9,100.00 | 125.00 | 8,750.00 |
| 0005 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 86,783 | SQYD | 5.10 | 442,593.30 | 6.06 | 525,904.98 | 6.25 | 542,393.75 | 5.75 | 499,002.25 |
| 0006 | 305-01-03020 | Subgrade Layer (10" Thick) (Treated) | 21,712 | SQYD | 5.50 | 119,416.00 | 12.20 | 264,886.40 | 12.50 | 271,400.00 | 13.50 | 293,112.00 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 3,300 | CUYD | 30.00 | 99,000.00 | 22.00 | 72,600.00 | 32.00 | 105,600.00 | 30.00 | 99,000.00 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 17,795.2 | TON | 80.00 | 1,423,616.00 | 93.25 | 1,659,402.40 | 93.25 | 1,659,402.40 | 90.00 | 1,601,568.00 |
| 0009 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,338.6 | TON | 1.00 | 1,338.60 | 50.00 | 66,930.00 | 50.00 | 66,930.00 | 140.00 | 187,404.00 |
| 0010 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 56,553 | GAL | 3.45 | 195,107.85 | 3.41 | 192,845.73 | 3.50 | 197,935.50 | 3.90 | 220,556.70 |
| 0011 | 507-02-00200 | Aggregate (S2) | 83,166 | SQYD | 1.00 | 83,166.00 | 0.89 | 74,017.74 | 0.95 | 79,007.70 | 1.00 | 83,166.00 |
| 0012 | 507-02-00300 | Aggregate (S3) | 83,166 | SQYD | 0.65 | 54,057.90 | 0.68 | 56,552.88 | 0.75 | 62,374.50 | 0.75 | 62,374.50 |
| 0013 | 509-01-00100 | Cold Planing Asphaltic Pavement | 77,125 | SQYD | 1.25 | 96,406.25 | 1.10 | 84,837.50 | 1.15 | 88,693.75 | 1.40 | 107,975.00 |
| 0014 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -4,008 | CUYD | 0.01 | -40.08 | 0.01 | -40.08 | 0.01 | -40.08 | 1.00 | -4,008.00 |
| 0015 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 215 | SQYD | 115.00 | 24,725.00 | 125.00 | 26,875.00 | 166.00 | 35,690.00 | 85.00 | 18,275.00 |
| 0016 | 701-02-02080 | Cross Drain Pipe Arch (36" Equiv. RCPA or 42" Equiv. CMPA) | 72 | LNFT | 185.00 | 13,320.00 | 140.00 | 10,080.00 | 160.00 | 11,520.00 | 175.00 | 12,600.00 |
| 0017 | 701-02-02120 | Cross Drain Pipe Arch (42" Equiv. RCPA or 48" Equiv. CMPA) | 64 | LNFT | 215.00 | 13,760.00 | 200.00 | 12,800.00 | 215.00 | 13,760.00 | 220.00 | 14,080.00 |
| 0018 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 375 | LNFT | 45.00 | 16,875.00 | 49.00 | 18,375.00 | 52.00 | 19,500.00 | 50.00 | 18,750.00 |
| 0019 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 462.5 | LNFT | 60.00 | 27,750.00 | 70.00 | 32,375.00 | 72.00 | 33,300.00 | 65.00 | 30,062.50 |
| 0020 | 704-03-00100 | Blocked Out Guard Rail | 493.8 | LNFT | 20.00 | 9,876.00 | 20.00 | 9,876.00 | 22.00 | 10,863.60 | 22.00 | 10,863.60 |
| 0021 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 16 | EACH | 2,500.00 | 40,000.00 | 2,450.00 | 39,200.00 | 2,500.00 | 40,000.00 | 2,700.00 | 43,200.00 |
| 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 100,000.00 | 100,000.00 | 6,800.00 | 6,800.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 |
| 0023 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 44 | LNFT | 0.51 | 22.44 | 0.50 | 22.00 | 0.01 | 0.44 | 0.80 | 35.20 |
| 0024 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 12.383 | MILE | 400.00 | 4,953.20 | 400.00 | 4,953.20 | 400.00 | 4,953.20 | 450.00 | 5,572.35 |
| 0025 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 12.383 | MILE | 1.00 | 12.38 | 175.00 | 2,167.03 | 0.01 | 0.12 | 100.00 | 1,238.30 |
| 0026 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 26.821 | MILE | 1.00 | 26.82 | 300.00 | 8,046.30 | 0.01 | 0.27 | 100.00 | 2,682.10 |
| 0027 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,630 | EACH | 1.50 | 2,445.00 | 1.50 | 2,445.00 | 1.75 | 2,852.50 | 1.75 | 2,852.50 |
| 0028 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 4,000.00 | 4,000.00 |
| 0029 | 726-01-00100 | Bedding Material | 30 | CUYD | 100.00 | 3,000.00 | 100.00 | 3,000.00 | 100.00 | 3,000.00 | 100.00 | 3,000.00 |
| 0030 | 727-01-00100 | Mobilization | 1 | LUMP | 320,000.00 | 320,000.00 | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | 225,000.00 | 225,000.00 |
| 0031 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 65.00 | 520.00 | 80.00 | 640.00 | 100.00 | 800.00 | 75.00 | 600.00 |
| 0032 | 731-02-00100 | Reflectorized Raised Pavement Markers | 965 | EACH | 5.50 | 5,307.50 | 4.25 | 4,101.25 | 5.00 | 4,825.00 | 6.00 | 5,790.00 |
| 0033 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 44 | LNFT | 10.00 | 440.00 | 10.00 | 440.00 | 5.00 | 220.00 | 5.00 | 220.00 |
| 0034 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 13.41 | MILE | 2,700.00 | 36,207.00 | 2,600.00 | 34,866.00 | 2,500.00 | 33,525.00 | 2,600.00 | 34,866.00 |
| 0035 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 6.191 | MILE | 800.00 | 4,952.80 | 675.00 | 4,178.93 | 750.00 | 4,643.25 | 975.00 | 6,036.23 |
| 0036 | 735-01-00100 | Mailboxes | 22 | EACH | 1.00 | 22.00 | 1.00 | 22.00 | 2.00 | 44.00 | 18.00 | 396.00 |
| 0037 | 735-02-00100 | Mailbox Supports (Single) | 22 | EACH | 125.00 | 2,750.00 | 122.00 | 2,684.00 | 130.00 | 2,860.00 | 125.00 | 2,750.00 |
| 0038 | 740-01-00100 | Construction Layout | 1 | LUMP | 100,000.00 | 100,000.00 | 5,000.00 | 5,000.00 | 100.00 | 100.00 | 20,000.00 | 20,000.00 |
| CONTRACTOR TOTAL | 3,264,586.96 | 3,288,356.26 | 3,478,309.90 | 3,684,017.23 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Glenn Lege Construction Inc |
|
| Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 1,281 | LNFT | 7.50 | 9,607.50 |
| 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) (36" EQUIV CMPA) | 64 | LNFT | 15.00 | 960.00 |
| 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) (42" EQUIV CMPA) | 56 | LNFT | 15.00 | 840.00 |
| 0004 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 70 | EACH | 90.00 | 6,300.00 |
| 0005 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 86,783 | SQYD | 5.70 | 494,663.10 |
| 0006 | 305-01-03020 | Subgrade Layer (10" Thick) (Treated) | 21,712 | SQYD | 13.73 | 298,105.76 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 3,300 | CUYD | 30.00 | 99,000.00 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 17,795.2 | TON | 86.50 | 1,539,284.80 |
| 0009 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,338.6 | TON | 114.50 | 153,269.70 |
| 0010 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 56,553 | GAL | 3.89 | 219,991.17 |
| 0011 | 507-02-00200 | Aggregate (S2) | 83,166 | SQYD | 1.03 | 85,660.98 |
| 0012 | 507-02-00300 | Aggregate (S3) | 83,166 | SQYD | 0.69 | 57,384.54 |
| 0013 | 509-01-00100 | Cold Planing Asphaltic Pavement | 77,125 | SQYD | 1.40 | 107,975.00 |
| 0014 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -4,008 | CUYD | 0.10 | -400.80 |
| 0015 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 215 | SQYD | 105.33 | 22,645.95 |
| 0016 | 701-02-02080 | Cross Drain Pipe Arch (36" Equiv. RCPA or 42" Equiv. CMPA) | 72 | LNFT | 174.27 | 12,547.44 |
| 0017 | 701-02-02120 | Cross Drain Pipe Arch (42" Equiv. RCPA or 48" Equiv. CMPA) | 64 | LNFT | 210.39 | 13,464.96 |
| 0018 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 375 | LNFT | 54.44 | 20,415.00 |
| 0019 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 462.5 | LNFT | 77.77 | 35,968.63 |
| 0020 | 704-03-00100 | Blocked Out Guard Rail | 493.8 | LNFT | 22.22 | 10,972.24 |
| 0021 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 16 | EACH | 2,721.95 | 43,551.20 |
| 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,582.58 | 7,582.58 |
| 0023 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 44 | LNFT | 0.67 | 29.48 |
| 0024 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 12.383 | MILE | 300.00 | 3,714.90 |
| 0025 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 12.383 | MILE | 222.20 | 2,751.50 |
| 0026 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 26.821 | MILE | 444.40 | 11,919.25 |
| 0027 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,630 | EACH | 1.67 | 2,722.10 |
| 0028 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 8,005.55 | 8,005.55 |
| 0029 | 726-01-00100 | Bedding Material | 30 | CUYD | 95.00 | 2,850.00 |
| 0030 | 727-01-00100 | Mobilization | 1 | LUMP | 362,337.50 | 362,337.50 |
| 0031 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 88.88 | 711.04 |
| 0032 | 731-02-00100 | Reflectorized Raised Pavement Markers | 965 | EACH | 5.00 | 4,825.00 |
| 0033 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 44 | LNFT | 5.05 | 222.20 |
| 0034 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 13.41 | MILE | 2,666.40 | 35,756.42 |
| 0035 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 6.191 | MILE | 777.70 | 4,814.74 |
| 0036 | 735-01-00100 | Mailboxes | 22 | EACH | 27.78 | 611.16 |
| 0037 | 735-02-00100 | Mailbox Supports (Single) | 22 | EACH | 194.43 | 4,277.46 |
| 0038 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,625.00 | 12,625.00 |
| CONTRACTOR TOTAL | 3,697,963.05 | |||||