Bid Tabulations
Letting of
03/30/2011
LA DOTD Headquarters
| Lead Project: 270-05-0015 | |
| Parish: St. Helena | |
| Routes: LA 43 | |
| Description: JCT. LA 1045 - JCT. LA 10 | |
| Type Const: GRADING, DRAINAGE STRUCTURES, IN-PLACE CEMENT TREATED BASE COURSE, COLD PLANING ASPHALTIC CONCRETE PAVEMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK | |
| Estimated Construction Cost: $2,130,259.78 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $1,985,607.43 |
| 2 | 06276 | Barriere Construction Co., LLC. | $2,180,109.00 |
| 3 | 00046 | Barber Bros. Contracting Co., L.L.C | $2,260,322.90 |
| 4 | 12312 | Gilchrist Construction Co. LLC | $2,267,111.69 |
| 5 | 00849 | F.G. Sullivan, Jr. Contractor LLC | $2,508,524.10 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Barriere Construction Co., LLC. |
- 3 - Barber Bros. Contracting Co., L.L.C |
- 4 - Gilchrist Construction Co. LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 161.7 | SQYD | 34.00 | 5,497.80 | 25.00 | 4,042.50 | 10.00 | 1,617.00 | 8.00 | 1,293.60 |
| 0002 | 202-02-38300 | Removal of Sign and U-Channel Post | 4 | EACH | 29.00 | 116.00 | 20.00 | 80.00 | 100.00 | 400.00 | 70.00 | 280.00 |
| 0003 | 203-01-00100 | General Excavation | 110 | CUYD | 50.00 | 5,500.00 | 25.00 | 2,750.00 | 25.00 | 2,750.00 | 30.00 | 3,300.00 |
| 0004 | 203-02-00100 | Drainage Excavation | 100 | CUYD | 18.00 | 1,800.00 | 25.00 | 2,500.00 | 15.00 | 1,500.00 | 30.00 | 3,000.00 |
| 0005 | 203-03-00100 | Embankment | 610 | CUYD | 20.00 | 12,200.00 | 1.00 | 610.00 | 20.00 | 12,200.00 | 25.00 | 15,250.00 |
| 0006 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,088 | CUYD | 14.00 | 29,232.00 | 10.00 | 20,880.00 | 10.00 | 20,880.00 | 16.00 | 33,408.00 |
| 0007 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 2,160 | CUYD | 14.00 | 30,240.00 | 1.00 | 2,160.00 | 10.00 | 21,600.00 | 16.00 | 34,560.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 6,900 | LNFT | 1.75 | 12,075.00 | 1.80 | 12,420.00 | 1.25 | 8,625.00 | 1.80 | 12,420.00 |
| 0009 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 75,056 | SQYD | 5.25 | 394,044.00 | 6.50 | 487,864.00 | 6.50 | 487,864.00 | 5.30 | 397,796.80 |
| 0010 | 308-02-00100 | Removal of Existing Patches | 500 | SQYD | 16.00 | 8,000.00 | 1.00 | 500.00 | 5.00 | 2,500.00 | 5.00 | 2,500.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,120 | CUYD | 29.00 | 32,480.00 | 50.00 | 56,000.00 | 50.00 | 56,000.00 | 30.00 | 33,600.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 15.00 | 7,500.00 | 20.00 | 10,000.00 | 10.00 | 5,000.00 | 30.00 | 15,000.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 14,350.8 | TON | 64.25 | 922,038.90 | 64.50 | 925,626.60 | 75.00 | 1,076,310.00 | 84.00 | 1,205,467.20 |
| 0014 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 603 | TON | 139.00 | 83,817.00 | 100.00 | 60,300.00 | 115.00 | 69,345.00 | 145.00 | 87,435.00 |
| 0015 | 509-01-00100 | Cold Planing Asphaltic Pavement | 74,482 | SQYD | 1.90 | 141,515.80 | 1.50 | 111,723.00 | 2.00 | 148,964.00 | 1.00 | 74,482.00 |
| 0016 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,103 | CUYD | 0.10 | -310.30 | 20.00 | -62,060.00 | 0.00 | 0.00 | 1.00 | -3,103.00 |
| 0017 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") | 4 | LNFT | 550.00 | 2,200.00 | 300.00 | 1,200.00 | 250.00 | 1,000.00 | 550.00 | 2,200.00 |
| 0018 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 12 | LNFT | 550.00 | 6,600.00 | 300.00 | 3,600.00 | 425.00 | 5,100.00 | 225.00 | 2,700.00 |
| 0019 | 701-15-00100 | Concrete Collar | 2 | EACH | 1,000.00 | 2,000.00 | 1,500.00 | 3,000.00 | 1,200.00 | 2,400.00 | 700.00 | 1,400.00 |
| 0020 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 175 | LNFT | 71.00 | 12,425.00 | 70.00 | 12,250.00 | 70.00 | 12,250.00 | 65.00 | 11,375.00 |
| 0021 | 704-03-00100 | Blocked Out Guard Rail | 87.5 | LNFT | 22.00 | 1,925.00 | 25.00 | 2,187.50 | 25.00 | 2,187.50 | 20.00 | 1,750.00 |
| 0022 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,400.00 | 9,600.00 | 2,700.00 | 10,800.00 | 2,500.00 | 10,000.00 | 2,400.00 | 9,600.00 |
| 0023 | 711-02-00300 | Riprap (30 lb) Sta. 36+90 = 25 cy, 67+60=5 cy, 77+00=25 cy, 99+15=5 cy, 174+50=50 cy and 243+10=90 cy | 200 | CUYD | 150.00 | 30,000.00 | 100.00 | 20,000.00 | 75.00 | 15,000.00 | 125.00 | 25,000.00 |
| 0024 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 18,000.00 | 18,000.00 | 175,000.00 | 175,000.00 | 30,000.00 | 30,000.00 | 15,000.00 | 15,000.00 |
| 0025 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 156 | LNFT | 0.80 | 124.80 | 1.00 | 156.00 | 1.00 | 156.00 | 0.80 | 124.80 |
| 0026 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 14.73 | MILE | 170.00 | 2,504.10 | 200.00 | 2,946.00 | 250.00 | 3,682.50 | 200.00 | 2,946.00 |
| 0027 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 4.207 | MILE | 575.00 | 2,419.03 | 200.00 | 841.40 | 500.00 | 2,103.50 | 500.00 | 2,103.50 |
| 0028 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 53.588 | MILE | 600.00 | 32,152.80 | 200.00 | 10,717.60 | 500.00 | 26,794.00 | 100.00 | 5,358.80 |
| 0029 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 7,000.00 | 7,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 0030 | 726-01-00100 | Bedding Material | 7.3 | CUYD | 125.00 | 912.50 | 100.00 | 730.00 | 10.00 | 73.00 | 240.00 | 1,752.00 |
| 0031 | 727-01-00100 | Mobilization | 1 | LUMP | 71,900.00 | 71,900.00 | 185,000.00 | 185,000.00 | 125,000.00 | 125,000.00 | 165,000.00 | 165,000.00 |
| 0032 | 729-16-00300 | Object Marker Assembly (Type 3) | 18 | EACH | 90.00 | 1,620.00 | 85.00 | 1,530.00 | 90.00 | 1,620.00 | 85.00 | 1,530.00 |
| 0033 | 731-02-00100 | Reflectorized Raised Pavement Markers | 650 | EACH | 6.00 | 3,900.00 | 5.75 | 3,737.50 | 6.00 | 3,900.00 | 5.85 | 3,802.50 |
| 0034 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 52 | LNFT | 5.50 | 286.00 | 6.00 | 312.00 | 6.00 | 312.00 | 5.50 | 286.00 |
| 0035 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 17.863 | MILE | 3,200.00 | 57,161.60 | 3,000.00 | 53,589.00 | 3,200.00 | 57,161.60 | 3,200.00 | 57,161.60 |
| 0036 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.402 | MILE | 900.00 | 1,261.80 | 950.00 | 1,331.90 | 1,000.00 | 1,402.00 | 945.00 | 1,324.89 |
| 0037 | 735-01-00100 | Mailboxes | 32 | EACH | 1.00 | 32.00 | 10.00 | 320.00 | 2.00 | 64.00 | 10.00 | 320.00 |
| 0038 | 735-02-00100 | Mailbox Supports (Single) | 29 | EACH | 135.00 | 3,915.00 | 180.00 | 5,220.00 | 135.00 | 3,915.00 | 130.00 | 3,770.00 |
| 0039 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 400.00 | 400.00 | 480.00 | 480.00 | 450.00 | 450.00 | 425.00 | 425.00 |
| 0040 | 739-01-00100 | Hydro-Seeding | 6 | ACRE | 1,200.00 | 7,200.00 | 1,200.00 | 7,200.00 | 1,200.00 | 7,200.00 | 1,200.00 | 7,200.00 |
| 0041 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 30,000.00 | 30,000.00 | 12,000.00 | 12,000.00 | 7,000.00 | 7,000.00 |
| 0042 | NS-200-00020 | Cleaning Existing Ditches | 1,600 | LNFT | 4.50 | 7,200.00 | 4.00 | 6,400.00 | 6.00 | 9,600.00 | 8.00 | 12,800.00 |
| 0043 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 1,164 | INLF | 4.40 | 5,121.60 | 1.00 | 1,164.00 | 1.20 | 1,396.80 | 3.00 | 3,492.00 |
| CONTRACTOR TOTAL | 1,985,607.43 | 2,180,109.00 | 2,260,322.90 | 2,267,111.69 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - F.G. Sullivan, Jr. Contractor LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 161.7 | SQYD | 12.00 | 1,940.40 |
| 0002 | 202-02-38300 | Removal of Sign and U-Channel Post | 4 | EACH | 20.00 | 80.00 |
| 0003 | 203-01-00100 | General Excavation | 110 | CUYD | 15.00 | 1,650.00 |
| 0004 | 203-02-00100 | Drainage Excavation | 100 | CUYD | 15.00 | 1,500.00 |
| 0005 | 203-03-00100 | Embankment | 610 | CUYD | 15.00 | 9,150.00 |
| 0006 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,088 | CUYD | 15.00 | 31,320.00 |
| 0007 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 2,160 | CUYD | 15.00 | 32,400.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 6,900 | LNFT | 1.50 | 10,350.00 |
| 0009 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 75,056 | SQYD | 6.50 | 487,864.00 |
| 0010 | 308-02-00100 | Removal of Existing Patches | 500 | SQYD | 1.00 | 500.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,120 | CUYD | 1.00 | 1,120.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 35.00 | 17,500.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 14,350.8 | TON | 85.00 | 1,219,818.00 |
| 0014 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 603 | TON | 85.00 | 51,255.00 |
| 0015 | 509-01-00100 | Cold Planing Asphaltic Pavement | 74,482 | SQYD | 3.00 | 223,446.00 |
| 0016 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,103 | CUYD | 0.01 | -31.03 |
| 0017 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") | 4 | LNFT | 150.00 | 600.00 |
| 0018 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 12 | LNFT | 160.00 | 1,920.00 |
| 0019 | 701-15-00100 | Concrete Collar | 2 | EACH | 800.00 | 1,600.00 |
| 0020 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 175 | LNFT | 61.00 | 10,675.00 |
| 0021 | 704-03-00100 | Blocked Out Guard Rail | 87.5 | LNFT | 0.19 | 16.63 |
| 0022 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,200.00 | 8,800.00 |
| 0023 | 711-02-00300 | Riprap (30 lb) Sta. 36+90 = 25 cy, 67+60=5 cy, 77+00=25 cy, 99+15=5 cy, 174+50=50 cy and 243+10=90 cy | 200 | CUYD | 120.00 | 24,000.00 |
| 0024 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 125,000.00 | 125,000.00 |
| 0025 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 156 | LNFT | 0.75 | 117.00 |
| 0026 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 14.73 | MILE | 500.00 | 7,365.00 |
| 0027 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 4.207 | MILE | 100.00 | 420.70 |
| 0028 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 53.588 | MILE | 100.00 | 5,358.80 |
| 0029 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 5,000.00 | 5,000.00 |
| 0030 | 726-01-00100 | Bedding Material | 7.3 | CUYD | 100.00 | 730.00 |
| 0031 | 727-01-00100 | Mobilization | 1 | LUMP | 125,000.00 | 125,000.00 |
| 0032 | 729-16-00300 | Object Marker Assembly (Type 3) | 18 | EACH | 80.00 | 1,440.00 |
| 0033 | 731-02-00100 | Reflectorized Raised Pavement Markers | 650 | EACH | 5.25 | 3,412.50 |
| 0034 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 52 | LNFT | 5.00 | 260.00 |
| 0035 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 17.863 | MILE | 2,800.00 | 50,016.40 |
| 0036 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.402 | MILE | 850.00 | 1,191.70 |
| 0037 | 735-01-00100 | Mailboxes | 32 | EACH | 1.00 | 32.00 |
| 0038 | 735-02-00100 | Mailbox Supports (Single) | 29 | EACH | 117.00 | 3,393.00 |
| 0039 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 385.00 | 385.00 |
| 0040 | 739-01-00100 | Hydro-Seeding | 6 | ACRE | 1,100.00 | 6,600.00 |
| 0041 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 |
| 0042 | NS-200-00020 | Cleaning Existing Ditches | 1,600 | LNFT | 5.00 | 8,000.00 |
| 0043 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 1,164 | INLF | 2.00 | 2,328.00 |
| CONTRACTOR TOTAL | 2,508,524.10 | |||||