Bid Tabulations
Letting of
06/15/2011
LA DOTD Headquarters
| Lead Project: 116-04-0009 | |
| Parish: Natchitoches | |
| Routes: LA 478 | |
| Description: BAYOU GRANDE and SLATE BRANCH BRIDGES | |
| Type Const: CLEARING AND GRUBBING, REMOVAL OF TIMBER BRIDGES, GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, LIME TREATMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CAST-IN-PLACE SLAB SPAN BRIDGES, AND RELATED WORK | |
| Estimated Construction Cost: $2,212,323.91 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $1,787,584.00 |
| 2 | 39580 | Gerace Construction Llc | $1,904,654.95 |
| 3 | 48925 | David V. Temple | $1,958,815.94 |
| 4 | 12312 | Gilchrist Construction Co. LLC | $1,978,238.64 |
| 5 | 09090 | Guinn Brothers, LLC. | $1,998,441.80 |
| 6 | 39462 | Jb James Construction Llc | $2,171,935.21 |
| 7 | 18546 | C W & W Contractors, Inc. | $2,230,998.80 |
| 8 | 12135 | Blount Bros. Construction, Inc. | $2,251,102.85 |
| 9 | 01012 | Cecil D. Gassiott, LLC | $2,306,339.65 |
| 10 | 12395 | Jensen Construction Co. | $2,537,833.52 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - Gerace Construction Llc |
- 3 - David V. Temple |
- 4 - Gilchrist Construction Co. 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 | 100,000.00 | 100,000.00 | 40,000.00 | 40,000.00 | 39,157.87 | 39,157.87 | 40,000.00 | 40,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 4,847.93 | 4,847.93 | 3,000.00 | 3,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge Sta. 110+00 to Sta. 110+60, 18'x57' treated timber trestle bridge; Sta. 114+20 to Sta. 115+00, 18'x76' timber trestle bridge | 2 | EACH | 5,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 5,000.00 | 10,000.00 | 9,000.00 | 18,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge Sta. 207+42.85, 19 'x 20' treated timber trestle brige | 1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 1,162 | LNFT | 2.00 | 2,324.00 | 5.50 | 6,391.00 | 1.00 | 1,162.00 | 2.00 | 2,324.00 |
| 0006 | 203-01-00100 | General Excavation | 4,342 | CUYD | 5.00 | 21,710.00 | 4.00 | 17,368.00 | 6.00 | 26,052.00 | 7.20 | 31,262.40 |
| 0007 | 203-03-00100 | Embankment | 13,680 | CUYD | 11.00 | 150,480.00 | 11.00 | 150,480.00 | 9.00 | 123,120.00 | 14.00 | 191,520.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 33 | EACH | 10.00 | 330.00 | 125.00 | 4,125.00 | 110.00 | 3,630.00 | 160.00 | 5,280.00 |
| 0009 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 10 | EACH | 25.00 | 250.00 | 550.00 | 5,500.00 | 200.00 | 2,000.00 | 300.00 | 3,000.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 2,640 | LNFT | 1.00 | 2,640.00 | 1.75 | 4,620.00 | 1.10 | 2,904.00 | 1.40 | 3,696.00 |
| 0011 | 302-02-04121 | Class II Base Course (8 1/2" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 9,037.2 | SQYD | 23.00 | 207,855.60 | 24.00 | 216,892.80 | 17.26 | 155,982.07 | 22.00 | 198,818.40 |
| 0012 | 304-05-00100 | Lime Treatment (Type E) | 55.49 | TON | 500.00 | 27,745.00 | 275.00 | 15,259.75 | 331.11 | 18,373.29 | 305.00 | 16,924.45 |
| 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 88 | CUYD | 40.00 | 3,520.00 | 95.00 | 8,360.00 | 46.75 | 4,114.00 | 90.00 | 7,920.00 |
| 0014 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 200 | CUYD | 1.00 | 200.00 | 65.00 | 13,000.00 | 85.09 | 17,018.00 | 40.00 | 8,000.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 1,560.6 | TON | 145.00 | 226,287.00 | 150.00 | 234,090.00 | 180.00 | 280,908.00 | 105.00 | 163,863.00 |
| 0016 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 241.7 | TON | 165.00 | 39,880.50 | 200.00 | 48,340.00 | 195.00 | 47,131.50 | 180.00 | 43,506.00 |
| 0017 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 108 | LNFT | 60.00 | 6,480.00 | 55.00 | 5,940.00 | 60.00 | 6,480.00 | 55.00 | 5,940.00 |
| 0018 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 32 | LNFT | 75.00 | 2,400.00 | 60.00 | 1,920.00 | 80.00 | 2,560.00 | 85.00 | 2,720.00 |
| 0019 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 158 | LNFT | 88.00 | 13,904.00 | 75.00 | 11,850.00 | 100.00 | 15,800.00 | 75.00 | 11,850.00 |
| 0020 | 704-03-00100 | Blocked Out Guard Rail | 970 | LNFT | 19.00 | 18,430.00 | 20.00 | 19,400.00 | 19.00 | 18,430.00 | 20.00 | 19,400.00 |
| 0021 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 52.00 | 10,400.00 | 55.00 | 11,000.00 | 52.00 | 10,400.00 | 57.00 | 11,400.00 |
| 0022 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,100.00 | 8,400.00 | 2,200.00 | 8,800.00 | 2,100.00 | 8,400.00 | 2,300.00 | 9,200.00 |
| 0023 | 705-01-00100 | Barbed Wire Fence | 2,351 | LNFT | 8.00 | 18,808.00 | 8.50 | 19,983.50 | 5.56 | 13,071.56 | 8.75 | 20,571.25 |
| 0024 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 225 | LNFT | 12.00 | 2,700.00 | 12.50 | 2,812.50 | 15.00 | 3,375.00 | 13.00 | 2,925.00 |
| 0025 | 705-04-00100 | Single Swinging Driveway Gates | 2 | EACH | 600.00 | 1,200.00 | 650.00 | 1,300.00 | 1,000.00 | 2,000.00 | 650.00 | 1,300.00 |
| 0026 | 705-05-00100 | Double Swinging Driveway Gates | 1 | DBGT | 1,000.00 | 1,000.00 | 1,100.00 | 1,100.00 | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 |
| 0027 | 705-06-00200 | Chain Link Fence (5-Foot Height) | 200 | LNFT | 35.00 | 7,000.00 | 37.50 | 7,500.00 | 7.00 | 1,400.00 | 38.00 | 7,600.00 |
| 0028 | 708-01-00100 | Right-of-Way Monument | 28 | EACH | 250.00 | 7,000.00 | 155.00 | 4,340.00 | 150.00 | 4,200.00 | 235.00 | 6,580.00 |
| 0029 | 708-02-00100 | Right-of-Way Monument Witness Post | 28 | EACH | 250.00 | 7,000.00 | 55.00 | 1,540.00 | 150.00 | 4,200.00 | 235.00 | 6,580.00 |
| 0030 | 712-04-00100 | Flexible Revetment | 3,450 | SQYD | 49.00 | 169,050.00 | 40.00 | 138,000.00 | 46.00 | 158,700.00 | 50.00 | 172,500.00 |
| 0031 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 17,500.00 | 17,500.00 | 20,000.00 | 20,000.00 |
| 0032 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 0.322 | MILE | 300.00 | 96.60 | 300.00 | 96.60 | 300.00 | 96.60 | 520.00 | 167.44 |
| 0033 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 1.668 | MILE | 600.00 | 1,000.80 | 600.00 | 1,000.80 | 600.00 | 1,000.80 | 600.00 | 1,000.80 |
| 0034 | 716-01-00100 | Mulch (Vegetative) | 15 | TON | 500.00 | 7,500.00 | 550.00 | 8,250.00 | 600.00 | 9,000.00 | 545.00 | 8,175.00 |
| 0035 | 717-01-00100 | Seeding | 600 | LB | 7.00 | 4,200.00 | 7.50 | 4,500.00 | 10.00 | 6,000.00 | 7.50 | 4,500.00 |
| 0036 | 718-01-00100 | Fertilizer | 7,510 | LB | 0.45 | 3,379.50 | 0.50 | 3,755.00 | 0.75 | 5,632.50 | 0.50 | 3,755.00 |
| 0037 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 4,100 | SQYD | 1.00 | 4,100.00 | 1.10 | 4,510.00 | 3.00 | 12,300.00 | 1.10 | 4,510.00 |
| 0038 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 1,000 | SQYD | 1.85 | 1,850.00 | 2.00 | 2,000.00 | 6.00 | 6,000.00 | 2.00 | 2,000.00 |
| 0039 | 720-01-02040 | Erosion Control System, Flexible (Channel Liner) (Type E) | 800 | SQYD | 2.75 | 2,200.00 | 3.00 | 2,400.00 | 6.00 | 4,800.00 | 3.00 | 2,400.00 |
| 0040 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 2,000.00 | 2,000.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 6,000.00 | 6,000.00 |
| 0041 | 726-01-00100 | Bedding Material | 154.3 | CUYD | 85.00 | 13,115.50 | 100.00 | 15,430.00 | 100.00 | 15,430.00 | 100.00 | 15,430.00 |
| 0042 | 727-01-00100 | Mobilization | 1 | LUMP | 41,000.00 | 41,000.00 | 150,000.00 | 150,000.00 | 161,000.00 | 161,000.00 | 185,000.00 | 185,000.00 |
| 0043 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 70.00 | 280.00 | 75.00 | 300.00 | 77.00 | 308.00 | 75.00 | 300.00 |
| 0044 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 70.00 | 560.00 | 75.00 | 600.00 | 77.00 | 616.00 | 75.00 | 600.00 |
| 0045 | 731-02-00100 | Reflectorized Raised Pavement Markers | 77 | EACH | 10.00 | 770.00 | 10.50 | 808.50 | 10.00 | 770.00 | 5.70 | 438.90 |
| 0046 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.668 | MILE | 3,000.00 | 5,004.00 | 3,000.00 | 5,004.00 | 3,000.00 | 5,004.00 | 3,000.00 | 5,004.00 |
| 0047 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.322 | MILE | 1,000.00 | 322.00 | 1,000.00 | 322.00 | 1,000.00 | 322.00 | 900.00 | 289.80 |
| 0048 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 |
| 0049 | 804-01-00200 | Precast Concrete Piles (14") | 2,484 | LNFT | 55.00 | 136,620.00 | 55.00 | 136,620.00 | 65.00 | 161,460.00 | 47.00 | 116,748.00 |
| 0050 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1.00 | 2.00 | 1,000.00 | 2,000.00 | 1,000.00 | 2,000.00 | 2,500.00 | 5,000.00 |
| 0051 | 804-17-00100 | Dynamic Monitoring | 4 | EACH | 500.00 | 2,000.00 | 1,200.00 | 4,800.00 | 500.00 | 2,000.00 | 500.00 | 2,000.00 |
| 0052 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 23.73 | CUYD | 1,100.00 | 26,103.00 | 1,100.00 | 26,103.00 | 1,050.00 | 24,916.50 | 1,200.00 | 28,476.00 |
| 0053 | 805-01-00700 | Class A Concrete (Bents) | 52.74 | CUYD | 750.00 | 39,555.00 | 1,100.00 | 58,014.00 | 800.00 | 42,192.00 | 1,300.00 | 68,562.00 |
| 0054 | 805-03-00100 | Class AA Concrete | 190.05 | CUYD | 550.00 | 104,527.50 | 750.00 | 142,537.50 | 800.00 | 152,040.00 | 900.00 | 171,045.00 |
| 0055 | 805-12-02060 | Reinforced Concrete Box Culverts (8' x 5') | 204 | LNFT | 500.00 | 102,000.00 | 475.00 | 96,900.00 | 500.00 | 102,000.00 | 485.00 | 98,940.00 |
| 0056 | 806-01-00100 | Deformed Reinforcing Steel | 45,300 | LB | 1.00 | 45,300.00 | 0.85 | 38,505.00 | 1.25 | 56,625.00 | 0.75 | 33,975.00 |
| 0057 | 810-01-00100 | Concrete Railing (Standard Barrier) | 280 | LNFT | 85.00 | 23,800.00 | 80.00 | 22,400.00 | 65.00 | 18,200.00 | 75.00 | 21,000.00 |
| 0058 | 813-01-00100 | Concrete Approach Slabs | 551.12 | SQYD | 200.00 | 110,224.00 | 175.00 | 96,446.00 | 198.50 | 109,397.32 | 235.00 | 129,513.20 |
| 0059 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 144 | INLF | 7.50 | 1,080.00 | 10.00 | 1,440.00 | 2.00 | 288.00 | 12.00 | 1,728.00 |
| CONTRACTOR TOTAL | 1,787,584.00 | 1,904,654.95 | 1,958,815.94 | 1,978,238.64 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Guinn Brothers, LLC. |
- 6 - Jb James Construction Llc |
- 7 - C W & W Contractors, Inc. |
- 8 - Blount Bros. Construction, Inc. |
||||
| 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 | 45,000.00 | 45,000.00 | 150,000.00 | 150,000.00 | 75,000.00 | 75,000.00 | 50,000.00 | 50,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | 20,000.00 | 20,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge Sta. 110+00 to Sta. 110+60, 18'x57' treated timber trestle bridge; Sta. 114+20 to Sta. 115+00, 18'x76' timber trestle bridge | 2 | EACH | 8,000.00 | 16,000.00 | 10,000.00 | 20,000.00 | 9,000.00 | 18,000.00 | 30,000.00 | 60,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge Sta. 207+42.85, 19 'x 20' treated timber trestle brige | 1 | EACH | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 3,000.00 | 3,000.00 | 20,000.00 | 20,000.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 1,162 | LNFT | 2.00 | 2,324.00 | 5.00 | 5,810.00 | 2.00 | 2,324.00 | 7.00 | 8,134.00 |
| 0006 | 203-01-00100 | General Excavation | 4,342 | CUYD | 4.00 | 17,368.00 | 10.00 | 43,420.00 | 5.60 | 24,315.20 | 4.00 | 17,368.00 |
| 0007 | 203-03-00100 | Embankment | 13,680 | CUYD | 8.00 | 109,440.00 | 17.00 | 232,560.00 | 12.00 | 164,160.00 | 12.00 | 164,160.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 33 | EACH | 100.00 | 3,300.00 | 110.00 | 3,630.00 | 150.00 | 4,950.00 | 150.00 | 4,950.00 |
| 0009 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 10 | EACH | 500.00 | 5,000.00 | 750.00 | 7,500.00 | 175.00 | 1,750.00 | 500.00 | 5,000.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 2,640 | LNFT | 1.50 | 3,960.00 | 2.00 | 5,280.00 | 3.00 | 7,920.00 | 3.00 | 7,920.00 |
| 0011 | 302-02-04121 | Class II Base Course (8 1/2" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 9,037.2 | SQYD | 19.00 | 171,706.80 | 22.00 | 198,818.40 | 35.00 | 316,302.00 | 21.00 | 189,781.20 |
| 0012 | 304-05-00100 | Lime Treatment (Type E) | 55.49 | TON | 200.00 | 11,098.00 | 50.00 | 2,774.50 | 200.00 | 11,098.00 | 275.00 | 15,259.75 |
| 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 88 | CUYD | 85.00 | 7,480.00 | 75.00 | 6,600.00 | 40.00 | 3,520.00 | 40.00 | 3,520.00 |
| 0014 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 200 | CUYD | 50.00 | 10,000.00 | 100.00 | 20,000.00 | 40.00 | 8,000.00 | 40.00 | 8,000.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 1,560.6 | TON | 170.00 | 265,302.00 | 145.00 | 226,287.00 | 180.00 | 280,908.00 | 140.00 | 218,484.00 |
| 0016 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 241.7 | TON | 200.00 | 48,340.00 | 190.00 | 45,923.00 | 230.00 | 55,591.00 | 150.00 | 36,255.00 |
| 0017 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 108 | LNFT | 80.00 | 8,640.00 | 55.00 | 5,940.00 | 50.00 | 5,400.00 | 60.00 | 6,480.00 |
| 0018 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 32 | LNFT | 150.00 | 4,800.00 | 75.00 | 2,400.00 | 60.00 | 1,920.00 | 75.00 | 2,400.00 |
| 0019 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 158 | LNFT | 160.00 | 25,280.00 | 85.00 | 13,430.00 | 75.00 | 11,850.00 | 90.00 | 14,220.00 |
| 0020 | 704-03-00100 | Blocked Out Guard Rail | 970 | LNFT | 22.00 | 21,340.00 | 20.00 | 19,400.00 | 15.00 | 14,550.00 | 30.00 | 29,100.00 |
| 0021 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 60.00 | 12,000.00 | 53.00 | 10,600.00 | 35.00 | 7,000.00 | 100.00 | 20,000.00 |
| 0022 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,100.00 | 8,400.00 | 1,500.00 | 6,000.00 | 3,000.00 | 12,000.00 |
| 0023 | 705-01-00100 | Barbed Wire Fence | 2,351 | LNFT | 6.00 | 14,106.00 | 7.00 | 16,457.00 | 7.00 | 16,457.00 | 9.00 | 21,159.00 |
| 0024 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 225 | LNFT | 7.00 | 1,575.00 | 25.00 | 5,625.00 | 10.00 | 2,250.00 | 6.00 | 1,350.00 |
| 0025 | 705-04-00100 | Single Swinging Driveway Gates | 2 | EACH | 700.00 | 1,400.00 | 750.00 | 1,500.00 | 200.00 | 400.00 | 600.00 | 1,200.00 |
| 0026 | 705-05-00100 | Double Swinging Driveway Gates | 1 | DBGT | 1,000.00 | 1,000.00 | 1,500.00 | 1,500.00 | 400.00 | 400.00 | 1,000.00 | 1,000.00 |
| 0027 | 705-06-00200 | Chain Link Fence (5-Foot Height) | 200 | LNFT | 20.00 | 4,000.00 | 25.00 | 5,000.00 | 10.00 | 2,000.00 | 13.00 | 2,600.00 |
| 0028 | 708-01-00100 | Right-of-Way Monument | 28 | EACH | 200.00 | 5,600.00 | 150.00 | 4,200.00 | 150.00 | 4,200.00 | 250.00 | 7,000.00 |
| 0029 | 708-02-00100 | Right-of-Way Monument Witness Post | 28 | EACH | 75.00 | 2,100.00 | 150.00 | 4,200.00 | 50.00 | 1,400.00 | 200.00 | 5,600.00 |
| 0030 | 712-04-00100 | Flexible Revetment | 3,450 | SQYD | 70.00 | 241,500.00 | 44.00 | 151,800.00 | 45.00 | 155,250.00 | 55.00 | 189,750.00 |
| 0031 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 18,750.00 | 18,750.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 |
| 0032 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 0.322 | MILE | 1,000.00 | 322.00 | 330.00 | 106.26 | 2,100.00 | 676.20 | 600.00 | 193.20 |
| 0033 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 1.668 | MILE | 1,500.00 | 2,502.00 | 600.00 | 1,000.80 | 1,700.00 | 2,835.60 | 900.00 | 1,501.20 |
| 0034 | 716-01-00100 | Mulch (Vegetative) | 15 | TON | 800.00 | 12,000.00 | 600.00 | 9,000.00 | 1,500.00 | 22,500.00 | 600.00 | 9,000.00 |
| 0035 | 717-01-00100 | Seeding | 600 | LB | 10.00 | 6,000.00 | 10.00 | 6,000.00 | 10.00 | 6,000.00 | 10.00 | 6,000.00 |
| 0036 | 718-01-00100 | Fertilizer | 7,510 | LB | 0.75 | 5,632.50 | 0.75 | 5,632.50 | 0.50 | 3,755.00 | 1.00 | 7,510.00 |
| 0037 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 4,100 | SQYD | 1.00 | 4,100.00 | 3.00 | 12,300.00 | 9.00 | 36,900.00 | 3.00 | 12,300.00 |
| 0038 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 1,000 | SQYD | 1.50 | 1,500.00 | 6.00 | 6,000.00 | 40.00 | 40,000.00 | 3.50 | 3,500.00 |
| 0039 | 720-01-02040 | Erosion Control System, Flexible (Channel Liner) (Type E) | 800 | SQYD | 1.75 | 1,400.00 | 6.00 | 4,800.00 | 45.00 | 36,000.00 | 4.00 | 3,200.00 |
| 0040 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 |
| 0041 | 726-01-00100 | Bedding Material | 154.3 | CUYD | 85.00 | 13,115.50 | 100.00 | 15,430.00 | 40.00 | 6,172.00 | 100.00 | 15,430.00 |
| 0042 | 727-01-00100 | Mobilization | 1 | LUMP | 103,000.00 | 103,000.00 | 200,000.00 | 200,000.00 | 165,000.00 | 165,000.00 | 100,000.00 | 100,000.00 |
| 0043 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 100.00 | 400.00 | 70.00 | 280.00 | 85.00 | 340.00 | 100.00 | 400.00 |
| 0044 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 100.00 | 800.00 | 70.00 | 560.00 | 85.00 | 680.00 | 150.00 | 1,200.00 |
| 0045 | 731-02-00100 | Reflectorized Raised Pavement Markers | 77 | EACH | 15.00 | 1,155.00 | 10.00 | 770.00 | 5.00 | 385.00 | 12.00 | 924.00 |
| 0046 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.668 | MILE | 4,000.00 | 6,672.00 | 3,000.00 | 5,004.00 | 1,700.00 | 2,835.60 | 4,000.00 | 6,672.00 |
| 0047 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.322 | MILE | 3,000.00 | 966.00 | 1,000.00 | 322.00 | 2,100.00 | 676.20 | 3,000.00 | 966.00 |
| 0048 | 740-01-00100 | Construction Layout | 1 | LUMP | 32,500.00 | 32,500.00 | 18,000.00 | 18,000.00 | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 |
| 0049 | 804-01-00200 | Precast Concrete Piles (14") | 2,484 | LNFT | 55.00 | 136,620.00 | 51.00 | 126,684.00 | 57.00 | 141,588.00 | 100.00 | 248,400.00 |
| 0050 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1.00 | 2.00 | 500.00 | 1,000.00 | 1.00 | 2.00 | 2,500.00 | 5,000.00 |
| 0051 | 804-17-00100 | Dynamic Monitoring | 4 | EACH | 750.00 | 3,000.00 | 1,000.00 | 4,000.00 | 800.00 | 3,200.00 | 1,500.00 | 6,000.00 |
| 0052 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 23.73 | CUYD | 1,250.00 | 29,662.50 | 1,100.00 | 26,103.00 | 1,200.00 | 28,476.00 | 1,050.00 | 24,916.50 |
| 0053 | 805-01-00700 | Class A Concrete (Bents) | 52.74 | CUYD | 950.00 | 50,103.00 | 1,450.00 | 76,473.00 | 900.00 | 47,466.00 | 600.00 | 31,644.00 |
| 0054 | 805-03-00100 | Class AA Concrete | 190.05 | CUYD | 850.00 | 161,542.50 | 555.00 | 105,477.75 | 800.00 | 152,040.00 | 700.00 | 133,035.00 |
| 0055 | 805-12-02060 | Reinforced Concrete Box Culverts (8' x 5') | 204 | LNFT | 635.00 | 129,540.00 | 480.00 | 97,920.00 | 500.00 | 102,000.00 | 700.00 | 142,800.00 |
| 0056 | 806-01-00100 | Deformed Reinforcing Steel | 45,300 | LB | 0.85 | 38,505.00 | 0.85 | 38,505.00 | 1.00 | 45,300.00 | 2.00 | 90,600.00 |
| 0057 | 810-01-00100 | Concrete Railing (Standard Barrier) | 280 | LNFT | 70.00 | 19,600.00 | 75.00 | 21,000.00 | 95.00 | 26,600.00 | 100.00 | 28,000.00 |
| 0058 | 813-01-00100 | Concrete Approach Slabs | 551.12 | SQYD | 200.00 | 110,224.00 | 200.00 | 110,224.00 | 200.00 | 110,224.00 | 250.00 | 137,780.00 |
| 0059 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 144 | INLF | 22.00 | 3,168.00 | 2.00 | 288.00 | 3.00 | 432.00 | 10.00 | 1,440.00 |
| CONTRACTOR TOTAL | 1,998,441.80 | 2,171,935.21 | 2,230,998.80 | 2,251,102.85 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - Cecil D. Gassiott, LLC |
- 10 - Jensen Construction Co. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 65,000.00 | 65,000.00 | 40,000.00 | 40,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge Sta. 110+00 to Sta. 110+60, 18'x57' treated timber trestle bridge; Sta. 114+20 to Sta. 115+00, 18'x76' timber trestle bridge | 2 | EACH | 5,100.00 | 10,200.00 | 25,000.00 | 50,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge Sta. 207+42.85, 19 'x 20' treated timber trestle brige | 1 | EACH | 1,700.00 | 1,700.00 | 20,000.00 | 20,000.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 1,162 | LNFT | 10.00 | 11,620.00 | 3.00 | 3,486.00 |
| 0006 | 203-01-00100 | General Excavation | 4,342 | CUYD | 5.00 | 21,710.00 | 7.00 | 30,394.00 |
| 0007 | 203-03-00100 | Embankment | 13,680 | CUYD | 18.00 | 246,240.00 | 12.00 | 164,160.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 33 | EACH | 140.00 | 4,620.00 | 50.00 | 1,650.00 |
| 0009 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 10 | EACH | 865.00 | 8,650.00 | 100.00 | 1,000.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 2,640 | LNFT | 2.85 | 7,524.00 | 3.00 | 7,920.00 |
| 0011 | 302-02-04121 | Class II Base Course (8 1/2" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 9,037.2 | SQYD | 30.00 | 271,116.00 | 22.75 | 205,596.30 |
| 0012 | 304-05-00100 | Lime Treatment (Type E) | 55.49 | TON | 200.00 | 11,098.00 | 250.00 | 13,872.50 |
| 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 88 | CUYD | 105.00 | 9,240.00 | 40.00 | 3,520.00 |
| 0014 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 200 | CUYD | 125.00 | 25,000.00 | 40.00 | 8,000.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 1,560.6 | TON | 160.00 | 249,696.00 | 145.00 | 226,287.00 |
| 0016 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 241.7 | TON | 210.00 | 50,757.00 | 190.00 | 45,923.00 |
| 0017 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 108 | LNFT | 75.00 | 8,100.00 | 75.00 | 8,100.00 |
| 0018 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 32 | LNFT | 100.00 | 3,200.00 | 90.00 | 2,880.00 |
| 0019 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 158 | LNFT | 133.00 | 21,014.00 | 125.00 | 19,750.00 |
| 0020 | 704-03-00100 | Blocked Out Guard Rail | 970 | LNFT | 20.00 | 19,400.00 | 19.00 | 18,430.00 |
| 0021 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 55.00 | 11,000.00 | 52.00 | 10,400.00 |
| 0022 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,200.00 | 8,800.00 | 2,100.00 | 8,400.00 |
| 0023 | 705-01-00100 | Barbed Wire Fence | 2,351 | LNFT | 10.00 | 23,510.00 | 8.00 | 18,808.00 |
| 0024 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 225 | LNFT | 12.00 | 2,700.00 | 12.00 | 2,700.00 |
| 0025 | 705-04-00100 | Single Swinging Driveway Gates | 2 | EACH | 600.00 | 1,200.00 | 600.00 | 1,200.00 |
| 0026 | 705-05-00100 | Double Swinging Driveway Gates | 1 | DBGT | 1,100.00 | 1,100.00 | 1,000.00 | 1,000.00 |
| 0027 | 705-06-00200 | Chain Link Fence (5-Foot Height) | 200 | LNFT | 28.00 | 5,600.00 | 35.00 | 7,000.00 |
| 0028 | 708-01-00100 | Right-of-Way Monument | 28 | EACH | 400.00 | 11,200.00 | 200.00 | 5,600.00 |
| 0029 | 708-02-00100 | Right-of-Way Monument Witness Post | 28 | EACH | 150.00 | 4,200.00 | 150.00 | 4,200.00 |
| 0030 | 712-04-00100 | Flexible Revetment | 3,450 | SQYD | 51.00 | 175,950.00 | 36.00 | 124,200.00 |
| 0031 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | 23,075.00 | 23,075.00 |
| 0032 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 0.322 | MILE | 300.00 | 96.60 | 300.00 | 96.60 |
| 0033 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 1.668 | MILE | 650.00 | 1,084.20 | 600.00 | 1,000.80 |
| 0034 | 716-01-00100 | Mulch (Vegetative) | 15 | TON | 1,100.00 | 16,500.00 | 500.00 | 7,500.00 |
| 0035 | 717-01-00100 | Seeding | 600 | LB | 8.50 | 5,100.00 | 7.00 | 4,200.00 |
| 0036 | 718-01-00100 | Fertilizer | 7,510 | LB | 0.50 | 3,755.00 | 0.45 | 3,379.50 |
| 0037 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 4,100 | SQYD | 1.60 | 6,560.00 | 1.00 | 4,100.00 |
| 0038 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 1,000 | SQYD | 1.60 | 1,600.00 | 1.85 | 1,850.00 |
| 0039 | 720-01-02040 | Erosion Control System, Flexible (Channel Liner) (Type E) | 800 | SQYD | 1.60 | 1,280.00 | 2.75 | 2,200.00 |
| 0040 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 30,000.00 | 30,000.00 | 25,200.00 | 25,200.00 |
| 0041 | 726-01-00100 | Bedding Material | 154.3 | CUYD | 95.00 | 14,658.50 | 77.40 | 11,942.82 |
| 0042 | 727-01-00100 | Mobilization | 1 | LUMP | 150,000.00 | 150,000.00 | 247,000.00 | 247,000.00 |
| 0043 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 75.00 | 300.00 | 70.00 | 280.00 |
| 0044 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 | 70.00 | 560.00 |
| 0045 | 731-02-00100 | Reflectorized Raised Pavement Markers | 77 | EACH | 10.00 | 770.00 | 10.00 | 770.00 |
| 0046 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.668 | MILE | 3,200.00 | 5,337.60 | 3,000.00 | 5,004.00 |
| 0047 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.322 | MILE | 1,000.00 | 322.00 | 1,000.00 | 322.00 |
| 0048 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 125,000.00 | 125,000.00 |
| 0049 | 804-01-00200 | Precast Concrete Piles (14") | 2,484 | LNFT | 65.00 | 161,460.00 | 35.00 | 86,940.00 |
| 0050 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1,500.00 | 3,000.00 | 15,000.00 | 30,000.00 |
| 0051 | 804-17-00100 | Dynamic Monitoring | 4 | EACH | 3,500.00 | 14,000.00 | 500.00 | 2,000.00 |
| 0052 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 23.73 | CUYD | 1,550.00 | 36,781.50 | 1,800.00 | 42,714.00 |
| 0053 | 805-01-00700 | Class A Concrete (Bents) | 52.74 | CUYD | 1,200.00 | 63,288.00 | 1,800.00 | 94,932.00 |
| 0054 | 805-03-00100 | Class AA Concrete | 190.05 | CUYD | 825.00 | 156,791.25 | 1,800.00 | 342,090.00 |
| 0055 | 805-12-02060 | Reinforced Concrete Box Culverts (8' x 5') | 204 | LNFT | 500.00 | 102,000.00 | 1,200.00 | 244,800.00 |
| 0056 | 806-01-00100 | Deformed Reinforcing Steel | 45,300 | LB | 0.90 | 40,770.00 | 1.00 | 45,300.00 |
| 0057 | 810-01-00100 | Concrete Railing (Standard Barrier) | 280 | LNFT | 75.00 | 21,000.00 | 100.00 | 28,000.00 |
| 0058 | 813-01-00100 | Concrete Approach Slabs | 551.12 | SQYD | 250.00 | 137,780.00 | 150.00 | 82,668.00 |
| 0059 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 144 | INLF | 2.50 | 360.00 | 3.00 | 432.00 |
| CONTRACTOR TOTAL | 2,306,339.65 | 2,537,833.52 | ||||||