Bid Tabulations
Letting of
01/13/2010
LA DOTD Headquarters
| Lead Project: 832-10-0018 | |
| Parish: Livingston | |
| Routes: LA 1024 | |
| Description: Jct. LA 16 - Jct. LA 447 | |
| Type Const: Drainage, patch, surface preparation, striping and guardrail | |
| Estimated Construction Cost: $2,897,778.47 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | Barriere Construction Co., LLC. | $2,677,605.58 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $2,853,396.82 |
| 3 | 00849 | F.G. Sullivan, Jr. Contractor LLC | $3,295,052.57 |
| 4 | 00046 | Barber Bros. Contracting Co., L.L.C | $3,410,464.23 |
| 5 | 00481 | Coastal Bridge Co., L.L.C. | $3,692,935.23 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Barriere Construction Co., LLC. |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - F.G. Sullivan, Jr. Contractor LLC |
- 4 - Barber Bros. Contracting Co., L.L.C |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 756 | LNFT | 7.00 | 5,292.00 | 6.50 | 4,914.00 | 6.00 | 4,536.00 | 8.00 | 6,048.00 |
| 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) Stations 60+30, 74+50, 85+75, 139+80, 169+55, 193+50, and 281+80 | 326 | LNFT | 20.00 | 6,520.00 | 10.50 | 3,423.00 | 9.00 | 2,934.00 | 25.00 | 8,150.00 |
| 0003 | 202-02-38300 | Removal of Sign and U-Channel Post | 35 | EACH | 1.00 | 35.00 | 10.50 | 367.50 | 10.00 | 350.00 | 40.00 | 1,400.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,546 | CUYD | 30.00 | 46,380.00 | 25.00 | 38,650.00 | 22.00 | 34,012.00 | 10.00 | 15,460.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 70 | EACH | 11.00 | 770.00 | 23.00 | 1,610.00 | 12.00 | 840.00 | 10.00 | 700.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 7,780 | LNFT | 5.00 | 38,900.00 | 2.00 | 15,560.00 | 1.00 | 7,780.00 | 1.60 | 12,448.00 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,500 | CUYD | 30.00 | 45,000.00 | 85.00 | 127,500.00 | 38.00 | 57,000.00 | 60.00 | 90,000.00 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 20,608.3 | TON | 62.00 | 1,277,714.60 | 69.00 | 1,421,972.70 | 95.00 | 1,957,788.50 | 90.00 | 1,854,747.00 |
| 0009 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,358 | TON | 1.00 | 1,358.00 | 135.00 | 183,330.00 | 95.00 | 129,010.00 | 130.00 | 176,540.00 |
| 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 7,648 | SQYD | 2.00 | 15,296.00 | 3.50 | 26,768.00 | 4.00 | 30,592.00 | 2.00 | 15,296.00 |
| 0011 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -319 | CUYD | 1.00 | -319.00 | 0.10 | -31.90 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0012 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 3,000 | SQYD | 48.00 | 144,000.00 | 80.00 | 240,000.00 | 75.00 | 225,000.00 | 65.00 | 195,000.00 |
| 0013 | 510-02-00100 | Pavement Widening | 3,282.4 | SQYD | 30.00 | 98,472.00 | 33.00 | 108,319.20 | 29.00 | 95,189.60 | 40.00 | 131,296.00 |
| 0014 | 701-02-02000 | Cross Drain Pipe Arch (24" Equiv. RCPA or 30" Equiv. CMPA) | 146 | LNFT | 190.00 | 27,740.00 | 120.00 | 17,520.00 | 180.00 | 26,280.00 | 170.00 | 24,820.00 |
| 0015 | 701-02-02040 | Cross Drain Pipe Arch (30" Equiv. RCPA or 36" Equiv. CMPA) | 88 | LNFT | 200.00 | 17,600.00 | 190.00 | 16,720.00 | 200.00 | 17,600.00 | 215.00 | 18,920.00 |
| 0016 | 701-02-02080 | Cross Drain Pipe Arch (36" Equiv. RCPA or 42" Equiv. CMPA) | 44 | LNFT | 225.00 | 9,900.00 | 200.00 | 8,800.00 | 235.00 | 10,340.00 | 260.00 | 11,440.00 |
| 0017 | 701-02-02160 | Cross Drain Pipe Arch (48" Equiv. RCPA or 54" Equiv. CMPA) | 48 | LNFT | 240.00 | 11,520.00 | 260.00 | 12,480.00 | 275.00 | 13,200.00 | 300.00 | 14,400.00 |
| 0018 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 275 | LNFT | 37.00 | 10,175.00 | 38.00 | 10,450.00 | 37.00 | 10,175.00 | 42.50 | 11,687.50 |
| 0019 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 78 | LNFT | 60.00 | 4,680.00 | 60.00 | 4,680.00 | 59.00 | 4,602.00 | 70.00 | 5,460.00 |
| 0020 | 704-03-00100 | Blocked Out Guard Rail | 381.3 | LNFT | 18.00 | 6,863.40 | 18.00 | 6,863.40 | 18.00 | 6,863.40 | 20.50 | 7,816.65 |
| 0021 | 704-11-00100 | Guard Rail End Treatment (Flared) | 11 | EACH | 2,100.00 | 23,100.00 | 2,100.00 | 23,100.00 | 2,000.00 | 22,000.00 | 2,300.00 | 25,300.00 |
| 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 84,500.00 | 84,500.00 | 17,250.00 | 17,250.00 | 101,000.00 | 101,000.00 | 95,000.00 | 95,000.00 |
| 0023 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 44 | LNFT | 1.00 | 44.00 | 1.00 | 44.00 | 0.35 | 15.40 | 1.00 | 44.00 |
| 0024 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 13.4 | MILE | 200.00 | 2,680.00 | 150.00 | 2,010.00 | 350.00 | 4,690.00 | 300.00 | 4,020.00 |
| 0025 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 6.172 | MILE | 500.00 | 3,086.00 | 325.00 | 2,005.90 | 100.00 | 617.20 | 500.00 | 3,086.00 |
| 0026 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 35.238 | MILE | 1.00 | 35.24 | 650.00 | 22,904.70 | 100.00 | 3,523.80 | 500.00 | 17,619.00 |
| 0027 | 717-01-00100 | Seeding | 161 | LB | 9.00 | 1,449.00 | 8.25 | 1,328.25 | 8.00 | 1,288.00 | 20.00 | 3,220.00 |
| 0028 | 718-01-00100 | Fertilizer | 5,382 | LB | 0.75 | 4,036.50 | 0.32 | 1,722.24 | 0.30 | 1,614.60 | 1.00 | 5,382.00 |
| 0029 | 726-01-00100 | Bedding Material | 49.6 | CUYD | 20.00 | 992.00 | 76.00 | 3,769.60 | 47.00 | 2,331.20 | 50.00 | 2,480.00 |
| 0030 | 727-01-00100 | Mobilization | 1 | LUMP | 250,000.00 | 250,000.00 | 72,000.00 | 72,000.00 | 40,000.00 | 40,000.00 | 100,000.00 | 100,000.00 |
| 0031 | 729-16-00300 | Object Marker Assembly (Type 3) | 35 | EACH | 80.00 | 2,800.00 | 75.00 | 2,625.00 | 75.00 | 2,625.00 | 85.00 | 2,975.00 |
| 0032 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,652 | EACH | 6.50 | 10,738.00 | 5.00 | 8,260.00 | 5.50 | 9,086.00 | 6.00 | 9,912.00 |
| 0033 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 22 | LNFT | 5.00 | 110.00 | 3.25 | 71.50 | 4.50 | 99.00 | 5.50 | 121.00 |
| 0034 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 17.119 | MILE | 2,600.00 | 44,509.40 | 2,600.00 | 44,509.40 | 2,500.00 | 42,797.50 | 3,000.00 | 51,357.00 |
| 0035 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.586 | MILE | 900.00 | 2,327.40 | 825.00 | 2,133.45 | 825.00 | 2,133.45 | 1,000.00 | 2,586.00 |
| 0036 | 735-01-00100 | Mailboxes | 187 | EACH | 1.00 | 187.00 | 1.00 | 187.00 | 3.00 | 561.00 | 2.00 | 374.00 |
| 0037 | 735-02-00100 | Mailbox Supports (Single) | 164 | EACH | 125.00 | 20,500.00 | 100.00 | 16,400.00 | 125.00 | 20,500.00 | 130.00 | 21,320.00 |
| 0038 | 735-04-00100 | Mailbox Supports (Multiple) | 5 | EACH | 275.00 | 1,375.00 | 300.00 | 1,500.00 | 275.00 | 1,375.00 | 200.00 | 1,000.00 |
| 0039 | 740-01-00100 | Construction Layout | 1 | LUMP | 50,000.00 | 50,000.00 | 24,000.00 | 24,000.00 | 25,000.00 | 25,000.00 | 32,000.00 | 32,000.00 |
| 0040 | NS-200-00020 | Cleaning Existing Ditches | 1,400 | LNFT | 2.00 | 2,800.00 | 3.25 | 4,550.00 | 7.00 | 9,800.00 | 10.00 | 14,000.00 |
| 0041 | NS-500-00280 | Surface Preparation | 1 | LUMP | 117,000.00 | 117,000.00 | 58,000.00 | 58,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 |
| 0042 | NS-700-00020 | Adjusting Guard Rail | 522 | LNFT | 12.50 | 6,525.00 | 12.00 | 6,264.00 | 12.00 | 6,264.00 | 15.00 | 7,830.00 |
| 0043 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 51,992.8 | GAL | 3.30 | 171,576.24 | 3.35 | 174,175.88 | 3.15 | 163,777.32 | 3.60 | 187,174.08 |
| 0044 | 507-02-00200 | Aggregate (S2) (Stone Only) | 76,460 | SQYD | 0.80 | 61,168.00 | 0.85 | 64,991.00 | 1.07 | 81,812.20 | 1.25 | 95,575.00 |
| 0045 | 507-02-00300 | Aggregate (S3) (Stone Only) | 76,460 | SQYD | 0.63 | 48,169.80 | 0.65 | 49,699.00 | 0.89 | 68,049.40 | 1.00 | 76,460.00 |
| CONTRACTOR TOTAL | 2,677,605.58 | 2,853,396.82 | 3,295,052.57 | 3,410,464.23 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Coastal Bridge Co., L.L.C. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 756 | LNFT | 6.00 | 4,536.00 |
| 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) Stations 60+30, 74+50, 85+75, 139+80, 169+55, 193+50, and 281+80 | 326 | LNFT | 12.00 | 3,912.00 |
| 0003 | 202-02-38300 | Removal of Sign and U-Channel Post | 35 | EACH | 15.00 | 525.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,546 | CUYD | 20.00 | 30,920.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 70 | EACH | 10.50 | 735.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 7,780 | LNFT | 1.75 | 13,615.00 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,500 | CUYD | 25.00 | 37,500.00 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 20,608.3 | TON | 98.50 | 2,029,917.55 |
| 0009 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,358 | TON | 150.00 | 203,700.00 |
| 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 7,648 | SQYD | 5.00 | 38,240.00 |
| 0011 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -319 | CUYD | 0.01 | -3.19 |
| 0012 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 3,000 | SQYD | 85.00 | 255,000.00 |
| 0013 | 510-02-00100 | Pavement Widening | 3,282.4 | SQYD | 30.00 | 98,472.00 |
| 0014 | 701-02-02000 | Cross Drain Pipe Arch (24" Equiv. RCPA or 30" Equiv. CMPA) | 146 | LNFT | 175.00 | 25,550.00 |
| 0015 | 701-02-02040 | Cross Drain Pipe Arch (30" Equiv. RCPA or 36" Equiv. CMPA) | 88 | LNFT | 225.00 | 19,800.00 |
| 0016 | 701-02-02080 | Cross Drain Pipe Arch (36" Equiv. RCPA or 42" Equiv. CMPA) | 44 | LNFT | 250.00 | 11,000.00 |
| 0017 | 701-02-02160 | Cross Drain Pipe Arch (48" Equiv. RCPA or 54" Equiv. CMPA) | 48 | LNFT | 275.00 | 13,200.00 |
| 0018 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 275 | LNFT | 40.00 | 11,000.00 |
| 0019 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 78 | LNFT | 60.00 | 4,680.00 |
| 0020 | 704-03-00100 | Blocked Out Guard Rail | 381.3 | LNFT | 20.00 | 7,626.00 |
| 0021 | 704-11-00100 | Guard Rail End Treatment (Flared) | 11 | EACH | 2,000.00 | 22,000.00 |
| 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,000.00 | 25,000.00 |
| 0023 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 44 | LNFT | 0.75 | 33.00 |
| 0024 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 13.4 | MILE | 400.00 | 5,360.00 |
| 0025 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 6.172 | MILE | 475.00 | 2,931.70 |
| 0026 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 35.238 | MILE | 550.00 | 19,380.90 |
| 0027 | 717-01-00100 | Seeding | 161 | LB | 8.00 | 1,288.00 |
| 0028 | 718-01-00100 | Fertilizer | 5,382 | LB | 0.50 | 2,691.00 |
| 0029 | 726-01-00100 | Bedding Material | 49.6 | CUYD | 50.00 | 2,480.00 |
| 0030 | 727-01-00100 | Mobilization | 1 | LUMP | 305,000.00 | 305,000.00 |
| 0031 | 729-16-00300 | Object Marker Assembly (Type 3) | 35 | EACH | 75.00 | 2,625.00 |
| 0032 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,652 | EACH | 5.25 | 8,673.00 |
| 0033 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 22 | LNFT | 100.00 | 2,200.00 |
| 0034 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 17.119 | MILE | 2,500.00 | 42,797.50 |
| 0035 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.586 | MILE | 825.00 | 2,133.45 |
| 0036 | 735-01-00100 | Mailboxes | 187 | EACH | 15.00 | 2,805.00 |
| 0037 | 735-02-00100 | Mailbox Supports (Single) | 164 | EACH | 150.00 | 24,600.00 |
| 0038 | 735-04-00100 | Mailbox Supports (Multiple) | 5 | EACH | 250.00 | 1,250.00 |
| 0039 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 |
| 0040 | NS-200-00020 | Cleaning Existing Ditches | 1,400 | LNFT | 12.00 | 16,800.00 |
| 0041 | NS-500-00280 | Surface Preparation | 1 | LUMP | 50,000.00 | 50,000.00 |
| 0042 | NS-700-00020 | Adjusting Guard Rail | 522 | LNFT | 12.00 | 6,264.00 |
| 0043 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 51,992.8 | GAL | 3.15 | 163,777.32 |
| 0044 | 507-02-00200 | Aggregate (S2) (Stone Only) | 76,460 | SQYD | 1.10 | 84,106.00 |
| 0045 | 507-02-00300 | Aggregate (S3) (Stone Only) | 76,460 | SQYD | 0.90 | 68,814.00 |
| CONTRACTOR TOTAL | 3,692,935.23 | |||||