Bid Tabulations
Letting of
09/29/2010
LA DOTD Headquarters
| Lead Project: 713-49-0119 | |
| Parish: St. Landry | |
| Routes: | |
| Description: BENNY PITRE ROAD BRIDGE OVER DRAINAGE BAYOU | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $1,479,745.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 01012 | Cecil D. Gassiott, LLC | $1,297,543.00 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $1,321,102.50 |
| 3 | 40312 | Gray Construction Corp. | $1,572,300.80 |
| 4 | 09090 | Guinn Brothers, LLC. | $1,597,804.90 |
| 5 | 00481 | Coastal Bridge Co., L.L.C. | $1,735,422.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Cecil D. Gassiott, LLC |
- 2 - Gilchrist Construction Co. LLC |
- 3 - Gray Construction Corp. |
- 4 - Guinn Brothers, LLC. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 8,000.00 | 8,000.00 | 55,000.00 | 55,000.00 | 28,800.00 | 28,800.00 | 24,000.00 | 24,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 15+17;15.75' X 35.0' TIMBER BRIDGE) | 1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 35+28;22.0' X 56.0' TIMBER BRIDGE) | 1 | EACH | 12,800.00 | 12,800.00 | 5,000.00 | 5,000.00 | 2,500.00 | 2,500.00 | 6,000.00 | 6,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA 65+19;18.0' X 38' PRECAST CONC BR) | 1 | EACH | 8,500.00 | 8,500.00 | 7,000.00 | 7,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 |
| 0005 | 202-02-12000 | Removal of Fence | 330 | LNFT | 6.50 | 2,145.00 | 6.00 | 1,980.00 | 2.45 | 808.50 | 3.00 | 990.00 |
| 0006 | 202-03-00010 | Relocation OF METAL GATE | 2 | EACH | 300.00 | 600.00 | 200.00 | 400.00 | 350.00 | 700.00 | 1,000.00 | 2,000.00 |
| 0007 | 203-04-00300 | Nonplastic Embankment (Stone) | 283 | CUYD | 110.00 | 31,130.00 | 150.00 | 42,450.00 | 120.00 | 33,960.00 | 110.00 | 31,130.00 |
| 0008 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 55,000.00 | 55,000.00 | 50,000.00 | 50,000.00 | 63,500.00 | 63,500.00 | 50,000.00 | 50,000.00 |
| 0009 | 204-02-00100 | Temporary Hay or Straw Bales | 23 | EACH | 10.00 | 230.00 | 20.00 | 460.00 | 22.00 | 506.00 | 10.00 | 230.00 |
| 0010 | 204-03-00100 | Temporary Slope Drains | 50 | LNFT | 20.00 | 1,000.00 | 5.00 | 250.00 | 150.00 | 7,500.00 | 1.00 | 50.00 |
| 0011 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 13 | EACH | 210.00 | 2,730.00 | 250.00 | 3,250.00 | 150.00 | 1,950.00 | 100.00 | 1,300.00 |
| 0012 | 204-06-00100 | Temporary Silt Fencing | 2,709 | LNFT | 3.00 | 8,127.00 | 2.00 | 5,418.00 | 2.00 | 5,418.00 | 0.10 | 270.90 |
| 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 15 | CUYD | 110.00 | 1,650.00 | 100.00 | 1,500.00 | 97.00 | 1,455.00 | 100.00 | 1,500.00 |
| 0014 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 311.9 | CUYD | 95.00 | 29,630.50 | 100.00 | 31,190.00 | 132.00 | 41,170.80 | 90.00 | 28,071.00 |
| 0015 | 701-05-02080 | Side Drain Pipe (Erosion) (30" PP/CMP) | 562 | LNFT | 108.00 | 60,696.00 | 55.00 | 30,910.00 | 57.00 | 32,034.00 | 82.00 | 46,084.00 |
| 0016 | 701-05-02100 | Side Drain Pipe (Erosion) (36" PP/CMP) | 98 | LNFT | 150.00 | 14,700.00 | 75.00 | 7,350.00 | 80.00 | 7,840.00 | 96.00 | 9,408.00 |
| 0017 | 704-03-00100 | Blocked Out Guard Rail | 37.5 | LNFT | 21.00 | 787.50 | 24.00 | 900.00 | 25.00 | 937.50 | 20.00 | 750.00 |
| 0018 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 300 | LNFT | 58.00 | 17,400.00 | 65.00 | 19,500.00 | 65.00 | 19,500.00 | 65.00 | 19,500.00 |
| 0019 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 225 | LNFT | 35.00 | 7,875.00 | 35.00 | 7,875.00 | 35.00 | 7,875.00 | 38.00 | 8,550.00 |
| 0020 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 3 | EACH | 2,700.00 | 8,100.00 | 3,000.00 | 9,000.00 | 2,500.00 | 7,500.00 | 2,750.00 | 8,250.00 |
| 0021 | 705-01-00100 | Barbed Wire Fence | 158 | LNFT | 12.00 | 1,896.00 | 12.00 | 1,896.00 | 13.00 | 2,054.00 | 10.00 | 1,580.00 |
| 0022 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 614 | SQYD | 75.00 | 46,050.00 | 55.00 | 33,770.00 | 80.00 | 49,120.00 | 75.00 | 46,050.00 |
| 0023 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 448 | SQYD | 75.00 | 33,600.00 | 65.00 | 29,120.00 | 85.00 | 38,080.00 | 90.00 | 40,320.00 |
| 0024 | 711-04-00100 | Geotextile Fabric | 1,062 | SQYD | 3.00 | 3,186.00 | 3.00 | 3,186.00 | 3.50 | 3,717.00 | 4.00 | 4,248.00 |
| 0025 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,000.00 | 12,000.00 | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | 24,000.00 | 24,000.00 |
| 0026 | 716-01-00100 | Mulch (Vegetative) | 1.2 | TON | 1,200.00 | 1,440.00 | 550.00 | 660.00 | 1,400.00 | 1,680.00 | 3,750.00 | 4,500.00 |
| 0027 | 717-01-00100 | Seeding | 26 | LB | 25.00 | 650.00 | 22.00 | 572.00 | 30.00 | 780.00 | 25.00 | 650.00 |
| 0028 | 718-01-00100 | Fertilizer | 570 | LB | 2.00 | 1,140.00 | 1.15 | 655.50 | 2.00 | 1,140.00 | 1.00 | 570.00 |
| 0029 | 727-01-00100 | Mobilization | 1 | LUMP | 88,000.00 | 88,000.00 | 130,000.00 | 130,000.00 | 58,000.00 | 58,000.00 | 130,000.00 | 130,000.00 |
| 0030 | 729-16-00300 | Object Marker Assembly (Type 3) | 21 | EACH | 80.00 | 1,680.00 | 85.00 | 1,785.00 | 90.00 | 1,890.00 | 100.00 | 2,100.00 |
| 0031 | 735-01-00100 | Mailboxes | 1 | EACH | 50.00 | 50.00 | 15.00 | 15.00 | 50.00 | 50.00 | 100.00 | 100.00 |
| 0032 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 250.00 | 250.00 | 180.00 | 180.00 | 550.00 | 550.00 | 100.00 | 100.00 |
| 0033 | 740-01-00100 | Construction Layout | 1 | LUMP | 8,500.00 | 8,500.00 | 25,000.00 | 25,000.00 | 24,000.00 | 24,000.00 | 12,000.00 | 12,000.00 |
| 0034 | 803-03-00100 | Steel Sheet Pile Wall | 8,200 | SQFT | 29.00 | 237,800.00 | 22.00 | 180,400.00 | 26.50 | 217,300.00 | 45.00 | 369,000.00 |
| 0035 | 804-01-00200 | Precast Concrete Piles (14") | 1,950 | LNFT | 50.00 | 97,500.00 | 55.00 | 107,250.00 | 94.00 | 183,300.00 | 55.00 | 107,250.00 |
| 0036 | 804-01-00300 | Precast Concrete Piles (16") | 1,575 | LNFT | 60.00 | 94,500.00 | 45.00 | 70,875.00 | 111.00 | 174,825.00 | 76.00 | 119,700.00 |
| 0037 | 804-12-00100 | Loading Permanent Piles | 3 | EACH | 2,500.00 | 7,500.00 | 1,500.00 | 4,500.00 | 14,000.00 | 42,000.00 | 1.00 | 3.00 |
| 0038 | 805-10-01100 | Bridge Superstructure and Substructure (24' Clear Roadway; 60 Degree Crossing) | 3 | SPAN | 31,000.00 | 93,000.00 | 30,000.00 | 90,000.00 | 37,300.00 | 111,900.00 | 38,000.00 | 114,000.00 |
| 0039 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 9 | SPAN | 26,500.00 | 238,500.00 | 30,000.00 | 270,000.00 | 32,300.00 | 290,700.00 | 34,000.00 | 306,000.00 |
| 0040 | NS-705-00001 | Wire Mesh Fence (5-FOOT HEIGHT) | 120 | LF | 10.00 | 1,200.00 | 14.00 | 1,680.00 | 18.00 | 2,160.00 | 15.00 | 1,800.00 |
| 0041 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 60 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 9,000.00 | 18,000.00 | 8,000.00 | 16,000.00 | 9,900.00 | 19,800.00 | 8,500.00 | 17,000.00 |
| 0042 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 4 | EACH | 8,000.00 | 32,000.00 | 8,000.00 | 32,000.00 | 9,700.00 | 38,800.00 | 8,500.00 | 34,000.00 |
| 0043 | NS-804-00001 | Vibration Monitoring | 15 | EACH | 200.00 | 3,000.00 | 475.00 | 7,125.00 | 1,200.00 | 18,000.00 | 650.00 | 9,750.00 |
| CONTRACTOR TOTAL | 1,297,543.00 | 1,321,102.50 | 1,572,300.80 | 1,597,804.90 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Coastal Bridge Co., L.L.C. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 75,000.00 | 75,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 15+17;15.75' X 35.0' TIMBER BRIDGE) | 1 | EACH | 19,000.00 | 19,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 35+28;22.0' X 56.0' TIMBER BRIDGE) | 1 | EACH | 21,000.00 | 21,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA 65+19;18.0' X 38' PRECAST CONC BR) | 1 | EACH | 17,000.00 | 17,000.00 |
| 0005 | 202-02-12000 | Removal of Fence | 330 | LNFT | 5.00 | 1,650.00 |
| 0006 | 202-03-00010 | Relocation OF METAL GATE | 2 | EACH | 600.00 | 1,200.00 |
| 0007 | 203-04-00300 | Nonplastic Embankment (Stone) | 283 | CUYD | 120.00 | 33,960.00 |
| 0008 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 60,000.00 | 60,000.00 |
| 0009 | 204-02-00100 | Temporary Hay or Straw Bales | 23 | EACH | 10.00 | 230.00 |
| 0010 | 204-03-00100 | Temporary Slope Drains | 50 | LNFT | 20.00 | 1,000.00 |
| 0011 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 13 | EACH | 125.00 | 1,625.00 |
| 0012 | 204-06-00100 | Temporary Silt Fencing | 2,709 | LNFT | 1.50 | 4,063.50 |
| 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 15 | CUYD | 120.00 | 1,800.00 |
| 0014 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 311.9 | CUYD | 80.00 | 24,952.00 |
| 0015 | 701-05-02080 | Side Drain Pipe (Erosion) (30" PP/CMP) | 562 | LNFT | 100.00 | 56,200.00 |
| 0016 | 701-05-02100 | Side Drain Pipe (Erosion) (36" PP/CMP) | 98 | LNFT | 120.00 | 11,760.00 |
| 0017 | 704-03-00100 | Blocked Out Guard Rail | 37.5 | LNFT | 18.00 | 675.00 |
| 0018 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 300 | LNFT | 60.00 | 18,000.00 |
| 0019 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 225 | LNFT | 35.00 | 7,875.00 |
| 0020 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 3 | EACH | 2,500.00 | 7,500.00 |
| 0021 | 705-01-00100 | Barbed Wire Fence | 158 | LNFT | 10.00 | 1,580.00 |
| 0022 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 614 | SQYD | 64.00 | 39,296.00 |
| 0023 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 448 | SQYD | 65.00 | 29,120.00 |
| 0024 | 711-04-00100 | Geotextile Fabric | 1,062 | SQYD | 2.75 | 2,920.50 |
| 0025 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 50,000.00 | 50,000.00 |
| 0026 | 716-01-00100 | Mulch (Vegetative) | 1.2 | TON | 500.00 | 600.00 |
| 0027 | 717-01-00100 | Seeding | 26 | LB | 20.00 | 520.00 |
| 0028 | 718-01-00100 | Fertilizer | 570 | LB | 1.00 | 570.00 |
| 0029 | 727-01-00100 | Mobilization | 1 | LUMP | 160,000.00 | 160,000.00 |
| 0030 | 729-16-00300 | Object Marker Assembly (Type 3) | 21 | EACH | 75.00 | 1,575.00 |
| 0031 | 735-01-00100 | Mailboxes | 1 | EACH | 100.00 | 100.00 |
| 0032 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 100.00 | 100.00 |
| 0033 | 740-01-00100 | Construction Layout | 1 | LUMP | 60,000.00 | 60,000.00 |
| 0034 | 803-03-00100 | Steel Sheet Pile Wall | 8,200 | SQFT | 34.00 | 278,800.00 |
| 0035 | 804-01-00200 | Precast Concrete Piles (14") | 1,950 | LNFT | 65.00 | 126,750.00 |
| 0036 | 804-01-00300 | Precast Concrete Piles (16") | 1,575 | LNFT | 88.00 | 138,600.00 |
| 0037 | 804-12-00100 | Loading Permanent Piles | 3 | EACH | 1,000.00 | 3,000.00 |
| 0038 | 805-10-01100 | Bridge Superstructure and Substructure (24' Clear Roadway; 60 Degree Crossing) | 3 | SPAN | 40,000.00 | 120,000.00 |
| 0039 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 9 | SPAN | 33,000.00 | 297,000.00 |
| 0040 | NS-705-00001 | Wire Mesh Fence (5-FOOT HEIGHT) | 120 | LF | 35.00 | 4,200.00 |
| 0041 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 60 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 8,000.00 | 16,000.00 |
| 0042 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 4 | EACH | 7,800.00 | 31,200.00 |
| 0043 | NS-804-00001 | Vibration Monitoring | 15 | EACH | 600.00 | 9,000.00 |
| CONTRACTOR TOTAL | 1,735,422.00 | |||||