Bid Tabulations
Letting of
03/14/2012
LA DOTD Headquarters
| Lead Project: H.002975.6 | |
| Parish: Jefferson Davis | |
| Routes: I-10 | |
| Description: I-10 FRONTAGE ROADS (WELSH - JENNINGS) | |
| Type Const: GRADING, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, PAVEMENT WIDENING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $3,219,811.57 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34356 | Prairie Contractors Inc. | $2,987,229.20 |
| 2 | 00481 | Coastal Bridge Co., L.L.C. | $3,187,245.15 |
| 3 | 00183 | R. E. Heidt Construction Co., LLC | $3,291,090.07 |
| 4 | 33663 | Glenn Lege Construction Inc | $3,410,254.95 |
| 5 | 12487 | Diamond B Construction Co., L.L.C. | $3,497,702.69 |
| 6 | 14096 | Bessette Development Corp. | $3,785,707.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Prairie Contractors Inc. |
- 2 - Coastal Bridge Co., L.L.C. |
- 3 - R. E. Heidt Construction Co., LLC |
- 4 - Glenn Lege Construction 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 | 658 | LNFT | 4.00 | 2,632.00 | 10.50 | 6,909.00 | 3.00 | 1,974.00 | 7.55 | 4,967.90 |
| 0002 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 20,000.00 | 20,000.00 | 3,100.00 | 3,100.00 | 5,600.00 | 5,600.00 | 19,000.38 | 19,000.38 |
| 0003 | 204-02-00100 | Temporary Hay or Straw Bales | 10 | EACH | 20.00 | 200.00 | 15.75 | 157.50 | 20.20 | 202.00 | 59.69 | 596.90 |
| 0004 | 204-06-00100 | Temporary Silt Fencing | 4,450 | LNFT | 0.70 | 3,115.00 | 1.75 | 7,787.50 | 4.04 | 17,978.00 | 2.04 | 9,078.00 |
| 0005 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 3,486.4 | CUYD | 15.50 | 54,039.20 | 25.00 | 87,160.00 | 20.00 | 69,728.00 | 20.00 | 69,728.00 |
| 0006 | 502-01-00100 | Superpave Asphaltic Concrete | 27,755.77 | TON | 85.25 | 2,366,179.39 | 75.00 | 2,081,682.75 | 93.00 | 2,581,286.61 | 83.00 | 2,303,728.91 |
| 0007 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 421.3 | TON | 50.00 | 21,065.00 | 85.00 | 35,810.50 | 125.00 | 52,662.50 | 142.00 | 59,824.60 |
| 0008 | 509-01-00100 | Cold Planing Asphaltic Pavement | 116,508.5 | SQYD | 1.20 | 139,810.20 | 2.20 | 256,318.70 | 0.68 | 79,225.78 | 1.00 | 116,508.50 |
| 0009 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -4,854.2 | CUYD | 0.01 | -48.54 | 0.10 | -485.42 | 0.30 | -1,456.26 | 0.01 | -48.54 |
| 0010 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | 1,101.2 | SQYD | 103.00 | 113,423.60 | 85.00 | 93,602.00 | 112.00 | 123,334.40 | 125.00 | 137,650.00 |
| 0011 | 510-02-00100 | Pavement Widening | 2,814.9 | SQYD | 35.00 | 98,521.50 | 65.00 | 182,968.50 | 65.00 | 182,968.50 | 68.00 | 191,413.20 |
| 0012 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 640 | LNFT | 34.00 | 21,760.00 | 33.00 | 21,120.00 | 32.32 | 20,684.80 | 38.33 | 24,531.20 |
| 0013 | 704-03-00100 | Blocked Out Guard Rail | 87.5 | LNFT | 30.00 | 2,625.00 | 25.25 | 2,209.38 | 24.24 | 2,121.00 | 22.22 | 1,944.25 |
| 0014 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 175 | LNFT | 60.00 | 10,500.00 | 60.00 | 10,500.00 | 56.56 | 9,898.00 | 72.22 | 12,638.50 |
| 0015 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 7 | EACH | 2,400.00 | 16,800.00 | 2,500.00 | 17,500.00 | 2,323.00 | 16,261.00 | 2,777.50 | 19,442.50 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 11,000.00 | 11,000.00 | 7,491.17 | 7,491.17 | 18,125.97 | 18,125.97 |
| 0017 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 20.104 | MILE | 1,150.00 | 23,119.60 | 400.00 | 8,041.60 | 180.00 | 3,618.72 | 725.00 | 14,575.40 |
| 0018 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 15.184 | MILE | 0.01 | 0.15 | 210.00 | 3,188.64 | 303.00 | 4,600.75 | 222.20 | 3,373.88 |
| 0019 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 15.184 | MILE | 0.01 | 0.15 | 475.00 | 7,212.40 | 606.00 | 9,201.50 | 499.95 | 7,591.24 |
| 0020 | 717-01-00100 | Seeding | 122 | LB | 9.00 | 1,098.00 | 10.00 | 1,220.00 | 16.80 | 2,049.60 | 9.44 | 1,151.68 |
| 0021 | 718-01-00100 | Fertilizer | 2,040 | LB | 0.70 | 1,428.00 | 1.00 | 2,040.00 | 0.68 | 1,387.20 | 0.67 | 1,366.80 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 45,000.00 | 45,000.00 | 300,000.00 | 300,000.00 | 44,000.00 | 44,000.00 | 322,991.40 | 322,991.40 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 80.00 | 640.00 | 80.00 | 640.00 | 75.75 | 606.00 | 88.88 | 711.04 |
| 0024 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,323 | EACH | 5.25 | 6,945.75 | 5.50 | 7,276.50 | 5.05 | 6,681.15 | 5.84 | 7,726.32 |
| 0025 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 7.512 | MILE | 2,700.00 | 20,282.40 | 2,800.00 | 21,033.60 | 2,626.00 | 19,726.51 | 2,944.15 | 22,116.45 |
| 0026 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 7.592 | MILE | 900.00 | 6,832.80 | 1,000.00 | 7,592.00 | 808.00 | 6,134.34 | 944.35 | 7,169.51 |
| 0027 | 735-01-00100 | Mailboxes | 8 | EACH | 25.00 | 200.00 | 7.50 | 60.00 | 140.00 | 1,120.00 | 7.78 | 62.24 |
| 0028 | 735-02-00100 | Mailbox Supports (Single) | 8 | EACH | 120.00 | 960.00 | 200.00 | 1,600.00 | 229.60 | 1,836.80 | 211.09 | 1,688.72 |
| 0029 | 740-01-00100 | Construction Layout | 1 | LUMP | 100.00 | 100.00 | 10,000.00 | 10,000.00 | 20,168.00 | 20,168.00 | 30,600.00 | 30,600.00 |
| CONTRACTOR TOTAL | 2,987,229.20 | 3,187,245.15 | 3,291,090.07 | 3,410,254.95 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Diamond B Construction Co., L.L.C. |
- 6 - Bessette Development Corp. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 658 | LNFT | 9.50 | 6,251.00 | 4.10 | 2,697.80 |
| 0002 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 15,000.00 | 15,000.00 | 9,100.00 | 9,100.00 |
| 0003 | 204-02-00100 | Temporary Hay or Straw Bales | 10 | EACH | 16.00 | 160.00 | 25.00 | 250.00 |
| 0004 | 204-06-00100 | Temporary Silt Fencing | 4,450 | LNFT | 1.75 | 7,787.50 | 1.60 | 7,120.00 |
| 0005 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 3,486.4 | CUYD | 55.00 | 191,752.00 | 79.25 | 276,297.20 |
| 0006 | 502-01-00100 | Superpave Asphaltic Concrete | 27,755.77 | TON | 90.00 | 2,498,019.30 | 89.25 | 2,477,202.47 |
| 0007 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 421.3 | TON | 185.00 | 77,940.50 | 97.00 | 40,866.10 |
| 0008 | 509-01-00100 | Cold Planing Asphaltic Pavement | 116,508.5 | SQYD | 1.50 | 174,762.75 | 4.60 | 535,939.10 |
| 0009 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -4,854.2 | CUYD | 0.10 | -485.42 | 1.00 | -4,854.20 |
| 0010 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | 1,101.2 | SQYD | 94.00 | 103,512.80 | 70.00 | 77,084.00 |
| 0011 | 510-02-00100 | Pavement Widening | 2,814.9 | SQYD | 58.00 | 163,264.20 | 67.25 | 189,302.03 |
| 0012 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 640 | LNFT | 33.00 | 21,120.00 | 30.00 | 19,200.00 |
| 0013 | 704-03-00100 | Blocked Out Guard Rail | 87.5 | LNFT | 22.00 | 1,925.00 | 20.50 | 1,793.75 |
| 0014 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 175 | LNFT | 65.00 | 11,375.00 | 61.25 | 10,718.75 |
| 0015 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 7 | EACH | 2,100.00 | 14,700.00 | 2,049.00 | 14,343.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 18,000.00 | 18,000.00 | 3,050.00 | 3,050.00 |
| 0017 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 20.104 | MILE | 170.00 | 3,417.68 | 213.00 | 4,282.15 |
| 0018 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 15.184 | MILE | 170.00 | 2,581.28 | 205.00 | 3,112.72 |
| 0019 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 15.184 | MILE | 500.00 | 7,592.00 | 461.00 | 6,999.82 |
| 0020 | 717-01-00100 | Seeding | 122 | LB | 9.00 | 1,098.00 | 8.75 | 1,067.50 |
| 0021 | 718-01-00100 | Fertilizer | 2,040 | LB | 0.65 | 1,326.00 | 0.60 | 1,224.00 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 120,000.00 | 120,000.00 | 36,521.58 | 36,521.58 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 80.00 | 640.00 | 76.75 | 614.00 |
| 0024 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,323 | EACH | 5.50 | 7,276.50 | 5.25 | 6,945.75 |
| 0025 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 7.512 | MILE | 2,775.00 | 20,845.80 | 2,700.00 | 20,282.40 |
| 0026 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 7.592 | MILE | 900.00 | 6,832.80 | 865.00 | 6,567.08 |
| 0027 | 735-01-00100 | Mailboxes | 8 | EACH | 16.00 | 128.00 | 15.00 | 120.00 |
| 0028 | 735-02-00100 | Mailbox Supports (Single) | 8 | EACH | 110.00 | 880.00 | 107.50 | 860.00 |
| 0029 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 37,000.00 | 37,000.00 |
| CONTRACTOR TOTAL | 3,497,702.69 | 3,785,707.00 | ||||||