Bid Tabulations
Letting of
10/09/2013
LA DOTD Headquarters
| Lead Project: H.008434.6 | |
| Parish: Vermilion | |
| Routes: LA 332 | |
| Description: MAREE MICHEL CANAL BRIDGE | |
| Type Const: CLEARING AND GRUBBING, GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $1,403,714.20 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $1,236,287.15 |
| 2 | MAT03 | Matt L Guinn Construction, LLC | $1,276,860.05 |
| 3 | 00481 | Coastal Bridge Co., L.L.C. | $1,349,973.50 |
| 4 | 00044 | Guinn Construction, LLC | $1,452,271.90 |
| 5 | 07740 | Cajun Constructors, Inc. | $1,457,400.00 |
| 6 | 12312 | Gilchrist Construction Co. LLC | $1,570,540.85 |
| 7 | 39462 | Jb James Construction Llc | $1,710,080.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - Matt L Guinn Construction, LLC |
- 3 - Coastal Bridge Co., L.L.C. |
- 4 - Guinn Construction, 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 | 30,000.00 | 30,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 5,000.00 | 5,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 10,000.00 | 10,000.00 | 6,500.00 | 6,500.00 | 18,000.00 | 18,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge Sta. 107+64.33 - 108+40.35 Timber | 1 | EACH | 30,000.00 | 30,000.00 | 22,500.00 | 22,500.00 | 75,000.00 | 75,000.00 | 12,000.00 | 12,000.00 |
| 0004 | 202-02-06000 | Removal of Concrete Approach Slabs | 178 | SQYD | 1.00 | 178.00 | 72.00 | 12,816.00 | 35.00 | 6,230.00 | 35.00 | 6,230.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 154 | LNFT | 4.00 | 616.00 | 8.50 | 1,309.00 | 10.00 | 1,540.00 | 5.00 | 770.00 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 2,044 | SQYD | 6.00 | 12,264.00 | 7.00 | 14,308.00 | 7.00 | 14,308.00 | 5.00 | 10,220.00 |
| 0007 | 203-01-00100 | General Excavation | 2,371 | CUYD | 7.00 | 16,597.00 | 11.50 | 27,266.50 | 10.00 | 23,710.00 | 6.50 | 15,411.50 |
| 0008 | 203-02-00100 | Drainage Excavation | 3,375 | CUYD | 9.00 | 30,375.00 | 10.00 | 33,750.00 | 15.00 | 50,625.00 | 8.50 | 28,687.50 |
| 0009 | 203-03-00100 | Embankment | 4,937 | CUYD | 17.00 | 83,929.00 | 24.50 | 120,956.50 | 25.00 | 123,425.00 | 25.00 | 123,425.00 |
| 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 200.00 | 800.00 | 150.00 | 600.00 | 125.00 | 500.00 | 100.00 | 400.00 |
| 0011 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 4 | EACH | 500.00 | 2,000.00 | 1,000.00 | 4,000.00 | 500.00 | 2,000.00 | 1,000.00 | 4,000.00 |
| 0012 | 204-06-00100 | Temporary Silt Fencing | 2,963 | LNFT | 2.25 | 6,666.75 | 1.85 | 5,481.55 | 1.70 | 5,037.10 | 2.50 | 7,407.50 |
| 0013 | 302-02-03121 | Class II Base Course (8" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 3,271.1 | SQYD | 18.00 | 58,879.80 | 24.00 | 78,506.40 | 35.00 | 114,488.50 | 22.00 | 71,964.20 |
| 0014 | 305-01-04000 | Subgrade Layer (12" Thick) | 3,271.1 | SQYD | 20.00 | 65,422.00 | 16.00 | 52,337.60 | 9.00 | 29,439.90 | 22.00 | 71,964.20 |
| 0015 | 401-01-00100 | Aggregate Surface Course (Net Section) | 18.1 | CUYD | 200.00 | 3,620.00 | 125.00 | 2,262.50 | 65.00 | 1,176.50 | 250.00 | 4,525.00 |
| 0016 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 33 | CUYD | 100.00 | 3,300.00 | 125.00 | 4,125.00 | 50.00 | 1,650.00 | 85.00 | 2,805.00 |
| 0017 | 502-01-00100 | Superpave Asphaltic Concrete | 626.4 | TON | 155.00 | 97,092.00 | 145.00 | 90,828.00 | 125.00 | 78,300.00 | 175.00 | 109,620.00 |
| 0018 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 114.3 | TON | 160.00 | 18,288.00 | 180.00 | 20,574.00 | 175.00 | 20,002.50 | 200.00 | 22,860.00 |
| 0019 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) (BCCSP(A), CAP(A), RPVCP, and CPEPDW. | 70 | LNFT | 100.00 | 7,000.00 | 80.00 | 5,600.00 | 80.00 | 5,600.00 | 135.00 | 9,450.00 |
| 0020 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) (RCP(A), BCCSP(A), CAP(A), CSP(A), RPVCP, CPEPDW. | 104 | LNFT | 65.00 | 6,760.00 | 65.00 | 6,760.00 | 85.00 | 8,840.00 | 125.00 | 13,000.00 |
| 0021 | 702-07-00100 | Cross Drain Safety End (Type 1) | 2 | EACH | 5,000.00 | 10,000.00 | 2,500.00 | 5,000.00 | 2,500.00 | 5,000.00 | 2,500.00 | 5,000.00 |
| 0022 | 702-08-00100 | Side Drain Safety End (Type I) | 3 | EACH | 5,000.00 | 15,000.00 | 2,500.00 | 7,500.00 | 1,600.00 | 4,800.00 | 2,100.00 | 6,300.00 |
| 0023 | 704-03-00100 | Blocked Out Guard Rail | 600 | LNFT | 21.00 | 12,600.00 | 23.00 | 13,800.00 | 15.00 | 9,000.00 | 24.00 | 14,400.00 |
| 0024 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 64.00 | 6,400.00 | 68.00 | 6,800.00 | 50.00 | 5,000.00 | 65.00 | 6,500.00 |
| 0025 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,500.00 | 10,000.00 | 2,600.00 | 10,400.00 | 2,450.00 | 9,800.00 | 2,750.00 | 11,000.00 |
| 0026 | 705-01-00100 | Barbed Wire Fence | 520 | LNFT | 9.00 | 4,680.00 | 10.00 | 5,200.00 | 7.00 | 3,640.00 | 10.00 | 5,200.00 |
| 0027 | 705-05-00100 | Double Swinging Driveway Gates | 1 | DBGT | 750.00 | 750.00 | 1,650.00 | 1,650.00 | 1,250.00 | 1,250.00 | 2,000.00 | 2,000.00 |
| 0028 | 708-01-00100 | Right-of-Way Monument | 14 | EACH | 300.00 | 4,200.00 | 175.00 | 2,450.00 | 300.00 | 4,200.00 | 250.00 | 3,500.00 |
| 0029 | 708-02-00100 | Right-of-Way Monument Witness Post | 14 | EACH | 300.00 | 4,200.00 | 150.00 | 2,100.00 | 180.00 | 2,520.00 | 150.00 | 2,100.00 |
| 0030 | 712-04-00100 | Flexible Revetment | 1,955 | SQYD | 57.00 | 111,435.00 | 55.00 | 107,525.00 | 55.00 | 107,525.00 | 75.00 | 146,625.00 |
| 0031 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 35,000.00 | 35,000.00 | 20,000.00 | 20,000.00 | 16,000.00 | 16,000.00 | 17,500.00 | 17,500.00 |
| 0032 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 21.3 | SQYD | 7.00 | 149.10 | 20.00 | 426.00 | 2.00 | 42.60 | 25.00 | 532.50 |
| 0033 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 21.3 | SQYD | 7.00 | 149.10 | 30.00 | 639.00 | 3.00 | 63.90 | 25.00 | 532.50 |
| 0034 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 3,000.00 | 3,000.00 | 8,500.00 | 8,500.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 0035 | 726-01-00100 | Bedding Material | 8 | CUYD | 125.00 | 1,000.00 | 200.00 | 1,600.00 | 120.00 | 960.00 | 100.00 | 800.00 |
| 0036 | 727-01-00100 | Mobilization | 1 | LUMP | 125,000.00 | 125,000.00 | 125,000.00 | 125,000.00 | 131,000.00 | 131,000.00 | 175,000.00 | 175,000.00 |
| 0037 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 74.00 | 296.00 | 85.00 | 340.00 | 60.00 | 240.00 | 100.00 | 400.00 |
| 0038 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 40 | EACH | 14.00 | 560.00 | 10.00 | 400.00 | 6.00 | 240.00 | 25.00 | 1,000.00 |
| 0039 | 731-02-00100 | Reflectorized Raised Pavement Markers | 28 | EACH | 17.00 | 476.00 | 13.00 | 364.00 | 7.50 | 210.00 | 150.00 | 4,200.00 |
| 0040 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.644 | MILE | 4,500.00 | 2,898.00 | 5,000.00 | 3,220.00 | 4,300.00 | 2,769.20 | 7,500.00 | 4,830.00 |
| 0041 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.189 | MILE | 3,000.00 | 567.00 | 2,500.00 | 472.50 | 1,000.00 | 189.00 | 7,500.00 | 1,417.50 |
| 0042 | 735-01-00100 | Mailboxes | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 50.00 | 50.00 | 100.00 | 100.00 |
| 0043 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 750.00 | 750.00 | 200.00 | 200.00 | 200.00 | 200.00 | 100.00 | 100.00 |
| 0044 | 739-01-00100 | Hydro-Seeding | 4.18 | ACRE | 2,500.00 | 10,450.00 | 2,000.00 | 8,360.00 | 1,150.00 | 4,807.00 | 2,200.00 | 9,196.00 |
| 0045 | 740-01-00100 | Construction Layout | 1 | LUMP | 24,000.00 | 24,000.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 |
| 0046 | 804-01-00300 | Precast Concrete Piles (16") | 1,560 | LNFT | 70.00 | 109,200.00 | 65.00 | 101,400.00 | 65.00 | 101,400.00 | 65.00 | 101,400.00 |
| 0047 | 804-05-00300 | Precast Concrete Test Piles (16") | 1 | EACH | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 | 40,000.00 | 40,000.00 |
| 0048 | 804-09-00100 | Loading Test Piles | 1 | EACH | 100.00 | 100.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 1.00 | 1.00 |
| 0049 | 804-10-00100 | Reloading Test Piles | 1 | EACH | 100.00 | 100.00 | 500.00 | 500.00 | 250.00 | 250.00 | 1.00 | 1.00 |
| 0050 | 804-11-00100 | Redriving Test Piles | 1 | EACH | 100.00 | 100.00 | 100.00 | 100.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 |
| 0051 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 100.00 | 100.00 | 100.00 | 100.00 | 100.00 | 100.00 | 1.00 | 1.00 |
| 0052 | 804-17-00100 | Dynamic Monitoring | 3 | EACH | 1,000.00 | 3,000.00 | 1,500.00 | 4,500.00 | 500.00 | 1,500.00 | 1,500.00 | 4,500.00 |
| 0053 | 805-01-00700 | Class A Concrete (Bents) | 34.34 | CUYD | 1,100.00 | 37,774.00 | 1,000.00 | 34,340.00 | 950.00 | 32,623.00 | 1,000.00 | 34,340.00 |
| 0054 | 805-03-00100 | Class AA Concrete | 135.95 | CUYD | 800.00 | 108,760.00 | 850.00 | 115,557.50 | 750.00 | 101,962.50 | 1,250.00 | 169,937.50 |
| 0055 | 806-01-00100 | Deformed Reinforcing Steel | 33,144 | LB | 0.95 | 31,486.80 | 0.95 | 31,486.80 | 0.95 | 31,486.80 | 1.00 | 33,144.00 |
| 0056 | 810-01-00100 | Concrete Railing (Standard Barrier) | 200 | LNFT | 70.00 | 14,000.00 | 75.00 | 15,000.00 | 60.00 | 12,000.00 | 85.00 | 17,000.00 |
| 0057 | 813-01-00100 | Concrete Approach Slabs | 275.56 | SQYD | 210.00 | 57,867.60 | 220.00 | 60,623.20 | 200.00 | 55,112.00 | 225.00 | 62,001.00 |
| 0058 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 58 | LNFT | 25.00 | 1,450.00 | 12.50 | 725.00 | 20.00 | 1,160.00 | 34.00 | 1,972.00 |
| CONTRACTOR TOTAL | 1,236,287.15 | 1,276,860.05 | 1,349,973.50 | 1,452,271.90 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Cajun Constructors, Inc. |
- 6 - Gilchrist Construction Co. LLC |
- 7 - Jb James Construction Llc |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | 80,000.00 | 80,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 2,110.05 | 2,110.05 | 15,000.00 | 15,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge Sta. 107+64.33 - 108+40.35 Timber | 1 | EACH | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 | 35,000.00 | 35,000.00 |
| 0004 | 202-02-06000 | Removal of Concrete Approach Slabs | 178 | SQYD | 15.00 | 2,670.00 | 5.00 | 890.00 | 1.00 | 178.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 154 | LNFT | 9.00 | 1,386.00 | 7.00 | 1,078.00 | 10.00 | 1,540.00 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 2,044 | SQYD | 4.75 | 9,709.00 | 8.00 | 16,352.00 | 6.00 | 12,264.00 |
| 0007 | 203-01-00100 | General Excavation | 2,371 | CUYD | 4.25 | 10,076.75 | 9.00 | 21,339.00 | 8.00 | 18,968.00 |
| 0008 | 203-02-00100 | Drainage Excavation | 3,375 | CUYD | 10.75 | 36,281.25 | 15.00 | 50,625.00 | 15.00 | 50,625.00 |
| 0009 | 203-03-00100 | Embankment | 4,937 | CUYD | 11.50 | 56,775.50 | 28.00 | 138,236.00 | 50.00 | 246,850.00 |
| 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 185.00 | 740.00 | 250.00 | 1,000.00 | 125.00 | 500.00 |
| 0011 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 4 | EACH | 335.50 | 1,342.00 | 400.00 | 1,600.00 | 1,200.00 | 4,800.00 |
| 0012 | 204-06-00100 | Temporary Silt Fencing | 2,963 | LNFT | 3.25 | 9,629.75 | 2.50 | 7,407.50 | 2.00 | 5,926.00 |
| 0013 | 302-02-03121 | Class II Base Course (8" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 3,271.1 | SQYD | 25.15 | 82,268.17 | 26.00 | 85,048.60 | 20.00 | 65,422.00 |
| 0014 | 305-01-04000 | Subgrade Layer (12" Thick) | 3,271.1 | SQYD | 15.90 | 52,010.49 | 15.00 | 49,066.50 | 10.00 | 32,711.00 |
| 0015 | 401-01-00100 | Aggregate Surface Course (Net Section) | 18.1 | CUYD | 102.20 | 1,849.82 | 145.00 | 2,624.50 | 100.00 | 1,810.00 |
| 0016 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 33 | CUYD | 98.35 | 3,245.55 | 3.00 | 99.00 | 94.00 | 3,102.00 |
| 0017 | 502-01-00100 | Superpave Asphaltic Concrete | 626.4 | TON | 194.00 | 121,521.60 | 150.00 | 93,960.00 | 130.00 | 81,432.00 |
| 0018 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 114.3 | TON | 215.00 | 24,574.50 | 200.00 | 22,860.00 | 145.00 | 16,573.50 |
| 0019 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) (BCCSP(A), CAP(A), RPVCP, and CPEPDW. | 70 | LNFT | 70.00 | 4,900.00 | 125.00 | 8,750.00 | 90.00 | 6,300.00 |
| 0020 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) (RCP(A), BCCSP(A), CAP(A), CSP(A), RPVCP, CPEPDW. | 104 | LNFT | 58.00 | 6,032.00 | 85.00 | 8,840.00 | 80.00 | 8,320.00 |
| 0021 | 702-07-00100 | Cross Drain Safety End (Type 1) | 2 | EACH | 1,700.00 | 3,400.00 | 2,300.00 | 4,600.00 | 1,800.00 | 3,600.00 |
| 0022 | 702-08-00100 | Side Drain Safety End (Type I) | 3 | EACH | 1,700.00 | 5,100.00 | 1,800.00 | 5,400.00 | 1,400.00 | 4,200.00 |
| 0023 | 704-03-00100 | Blocked Out Guard Rail | 600 | LNFT | 32.00 | 19,200.00 | 18.00 | 10,800.00 | 15.00 | 9,000.00 |
| 0024 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 72.00 | 7,200.00 | 60.00 | 6,000.00 | 50.00 | 5,000.00 |
| 0025 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 725.00 | 2,900.00 | 3,000.00 | 12,000.00 | 2,200.00 | 8,800.00 |
| 0026 | 705-01-00100 | Barbed Wire Fence | 520 | LNFT | 10.00 | 5,200.00 | 8.00 | 4,160.00 | 7.50 | 3,900.00 |
| 0027 | 705-05-00100 | Double Swinging Driveway Gates | 1 | DBGT | 1,500.00 | 1,500.00 | 650.00 | 650.00 | 1,050.00 | 1,050.00 |
| 0028 | 708-01-00100 | Right-of-Way Monument | 14 | EACH | 375.00 | 5,250.00 | 150.00 | 2,100.00 | 150.00 | 2,100.00 |
| 0029 | 708-02-00100 | Right-of-Way Monument Witness Post | 14 | EACH | 300.00 | 4,200.00 | 150.00 | 2,100.00 | 150.00 | 2,100.00 |
| 0030 | 712-04-00100 | Flexible Revetment | 1,955 | SQYD | 74.50 | 145,647.50 | 52.00 | 101,660.00 | 80.00 | 156,400.00 |
| 0031 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 18,000.00 | 18,000.00 | 45,000.00 | 45,000.00 | 73,000.00 | 73,000.00 |
| 0032 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 21.3 | SQYD | 2.90 | 61.77 | 6.00 | 127.80 | 2.00 | 42.60 |
| 0033 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 21.3 | SQYD | 4.35 | 92.66 | 6.00 | 127.80 | 3.00 | 63.90 |
| 0034 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 10,000.00 | 10,000.00 | 2,500.00 | 2,500.00 | 30,000.00 | 30,000.00 |
| 0035 | 726-01-00100 | Bedding Material | 8 | CUYD | 126.00 | 1,008.00 | 180.00 | 1,440.00 | 125.00 | 1,000.00 |
| 0036 | 727-01-00100 | Mobilization | 1 | LUMP | 120,269.89 | 120,269.89 | 250,000.00 | 250,000.00 | 160,000.00 | 160,000.00 |
| 0037 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 250.00 | 1,000.00 | 70.00 | 280.00 | 60.00 | 240.00 |
| 0038 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 40 | EACH | 25.00 | 1,000.00 | 10.00 | 400.00 | 5.00 | 200.00 |
| 0039 | 731-02-00100 | Reflectorized Raised Pavement Markers | 28 | EACH | 140.00 | 3,920.00 | 12.00 | 336.00 | 6.50 | 182.00 |
| 0040 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.644 | MILE | 7,200.00 | 4,636.80 | 9,500.00 | 6,118.00 | 4,250.00 | 2,737.00 |
| 0041 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.189 | MILE | 7,300.00 | 1,379.70 | 2,200.00 | 415.80 | 1,000.00 | 189.00 |
| 0042 | 735-01-00100 | Mailboxes | 1 | EACH | 50.00 | 50.00 | 15.00 | 15.00 | 1.00 | 1.00 |
| 0043 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 125.00 | 125.00 | 150.00 | 150.00 | 200.00 | 200.00 |
| 0044 | 739-01-00100 | Hydro-Seeding | 4.18 | ACRE | 1,600.00 | 6,688.00 | 2,800.00 | 11,704.00 | 1,150.00 | 4,807.00 |
| 0045 | 740-01-00100 | Construction Layout | 1 | LUMP | 39,000.00 | 39,000.00 | 36,000.00 | 36,000.00 | 60,000.00 | 60,000.00 |
| 0046 | 804-01-00300 | Precast Concrete Piles (16") | 1,560 | LNFT | 76.00 | 118,560.00 | 70.00 | 109,200.00 | 100.00 | 156,000.00 |
| 0047 | 804-05-00300 | Precast Concrete Test Piles (16") | 1 | EACH | 72,675.00 | 72,675.00 | 30,000.00 | 30,000.00 | 45,000.00 | 45,000.00 |
| 0048 | 804-09-00100 | Loading Test Piles | 1 | EACH | 37,250.00 | 37,250.00 | 40,000.00 | 40,000.00 | 45,000.00 | 45,000.00 |
| 0049 | 804-10-00100 | Reloading Test Piles | 1 | EACH | 6,100.00 | 6,100.00 | 8,000.00 | 8,000.00 | 100.00 | 100.00 |
| 0050 | 804-11-00100 | Redriving Test Piles | 1 | EACH | 2,360.00 | 2,360.00 | 1,000.00 | 1,000.00 | 100.00 | 100.00 |
| 0051 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 | 500.00 | 500.00 | 100.00 | 100.00 |
| 0052 | 804-17-00100 | Dynamic Monitoring | 3 | EACH | 2,200.00 | 6,600.00 | 500.00 | 1,500.00 | 1,000.00 | 3,000.00 |
| 0053 | 805-01-00700 | Class A Concrete (Bents) | 34.34 | CUYD | 1,800.00 | 61,812.00 | 1,400.00 | 48,076.00 | 1,000.00 | 34,340.00 |
| 0054 | 805-03-00100 | Class AA Concrete | 135.95 | CUYD | 1,150.00 | 156,342.50 | 850.00 | 115,557.50 | 800.00 | 108,760.00 |
| 0055 | 806-01-00100 | Deformed Reinforcing Steel | 33,144 | LB | 1.15 | 38,115.60 | 0.85 | 28,172.40 | 1.00 | 33,144.00 |
| 0056 | 810-01-00100 | Concrete Railing (Standard Barrier) | 200 | LNFT | 87.00 | 17,400.00 | 72.00 | 14,400.00 | 65.00 | 13,000.00 |
| 0057 | 813-01-00100 | Concrete Approach Slabs | 275.56 | SQYD | 225.00 | 62,001.00 | 240.00 | 66,134.40 | 200.00 | 55,112.00 |
| 0058 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 58 | LNFT | 5.90 | 342.20 | 35.00 | 2,030.00 | 5.00 | 290.00 |
| CONTRACTOR TOTAL | 1,457,400.00 | 1,570,540.85 | 1,710,080.00 | |||||||