Bid Tabulations
Letting of
06/30/2010
LA DOTD Headquarters
| Lead Project: 260-01-0020-R1 | |
| Parish: Ascension | |
| Routes: LA 42 | |
| Description: AMITE RIVER RELIEF BRIDGE | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PORTLAND CEMENT CONCRETE PAVEMENT, LIME TREATMENT, PRECAST PRESTRESSED CONCRETE GIRDER SPANS BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $2,759,457.37 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | James Construction Group LLC | $2,976,103.40 |
| 2 | 09476 | Key Constructors, Inc. | $3,135,940.90 |
| 3 | 39462 | JB James Construction LLC | $3,145,295.40 |
| 4 | 00481 | Coastal Bridge Co., L.L.C. | $3,232,447.32 |
| 5 | 42076 | Austin Bridge & Road, Lp | $3,480,654.12 |
| 6 | 12312 | Gilchrist Construction Co. LLC | $3,712,619.70 |
| 7 | 00755 | L & A Contracting Co. | $3,782,328.79 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - James Construction Group LLC |
- 2 - Key Constructors, Inc. |
- 3 - JB James Construction LLC |
- 4 - Coastal Bridge Co., L.L.C. |
||||
| 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 | 71,000.00 | 71,000.00 | 245,000.00 | 245,000.00 | 25,000.00 | 25,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 12,700.00 | 12,700.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge Sta. 112+30, 25' x 176' Treated Timber Trestle Bridge | 1 | EACH | 70,000.00 | 70,000.00 | 20,000.00 | 20,000.00 | 11,000.00 | 11,000.00 | 40,000.00 | 40,000.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 697.1 | SQYD | 4.00 | 2,788.40 | 8.00 | 5,576.80 | 11.00 | 7,668.10 | 18.00 | 12,547.80 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 2,349 | SQYD | 6.00 | 14,094.00 | 5.00 | 11,745.00 | 5.00 | 11,745.00 | 7.00 | 16,443.00 |
| 0006 | 203-01-00100 | General Excavation | 1,222 | CUYD | 10.00 | 12,220.00 | 5.00 | 6,110.00 | 13.00 | 15,886.00 | 6.00 | 7,332.00 |
| 0007 | 203-02-00100 | Drainage Excavation | 2,476 | CUYD | 15.00 | 37,140.00 | 8.75 | 21,665.00 | 15.00 | 37,140.00 | 10.00 | 24,760.00 |
| 0008 | 203-03-00100 | Embankment | 15,612 | CUYD | 22.00 | 343,464.00 | 14.85 | 231,838.20 | 22.00 | 343,464.00 | 18.00 | 281,016.00 |
| 0009 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 4 | EACH | 360.00 | 1,440.00 | 1,000.00 | 4,000.00 | 325.00 | 1,300.00 | 600.00 | 2,400.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 2,915 | LNFT | 3.00 | 8,745.00 | 3.00 | 8,745.00 | 2.00 | 5,830.00 | 2.50 | 7,287.50 |
| 0011 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 475.1 | CUYD | 100.00 | 47,510.00 | 52.50 | 24,942.75 | 114.00 | 54,161.40 | 60.00 | 28,506.00 |
| 0012 | 302-02-05120 | Class II Base Course (10" Thick) (Stone or Recycled Portland Cement Concrete) | 2,821.1 | SQYD | 25.00 | 70,527.50 | 21.50 | 60,653.65 | 26.00 | 73,348.60 | 25.00 | 70,527.50 |
| 0013 | 304-05-00100 | Lime Treatment (Type E) | 31.88 | TON | 350.00 | 11,158.00 | 400.00 | 12,752.00 | 50.00 | 1,594.00 | 275.00 | 8,767.00 |
| 0014 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 100 | CUYD | 85.00 | 8,500.00 | 68.50 | 6,850.00 | 100.00 | 10,000.00 | 80.00 | 8,000.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 1,427.4 | TON | 140.00 | 199,836.00 | 150.00 | 214,110.00 | 120.00 | 171,288.00 | 110.00 | 157,014.00 |
| 0016 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 260.1 | TON | 95.00 | 24,709.50 | 270.00 | 70,227.00 | 150.00 | 39,015.00 | 120.00 | 31,212.00 |
| 0017 | 509-01-00100 | Cold Planing Asphaltic Pavement | 1,478 | SQYD | 5.00 | 7,390.00 | 6.00 | 8,868.00 | 5.00 | 7,390.00 | 7.00 | 10,346.00 |
| 0018 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 162 | LNFT | 100.00 | 16,200.00 | 42.00 | 6,804.00 | 65.00 | 10,530.00 | 60.00 | 9,720.00 |
| 0019 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 30 | LNFT | 150.00 | 4,500.00 | 54.00 | 1,620.00 | 76.00 | 2,280.00 | 85.00 | 2,550.00 |
| 0020 | 701-06-01080 | Side Drain Pipe Arch (36" Equiv. RCPA/CMPA) | 216 | LNFT | 175.00 | 37,800.00 | 68.00 | 14,688.00 | 88.00 | 19,008.00 | 130.00 | 28,080.00 |
| 0021 | 704-03-00100 | Blocked Out Guard Rail | 162.5 | LNFT | 25.00 | 4,062.50 | 17.00 | 2,762.50 | 18.00 | 2,925.00 | 19.00 | 3,087.50 |
| 0022 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 91.7 | LNFT | 60.00 | 5,502.00 | 60.00 | 5,502.00 | 60.00 | 5,502.00 | 68.00 | 6,235.60 |
| 0023 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 2,150.00 | 6,450.00 | 2,150.00 | 6,450.00 | 1,750.00 | 5,250.00 | 2,500.00 | 7,500.00 |
| 0024 | 706-02-00200 | Concrete Drive (6" Thick) | 124.4 | SQYD | 65.00 | 8,086.00 | 68.00 | 8,459.20 | 60.00 | 7,464.00 | 65.00 | 8,086.00 |
| 0025 | 708-01-00100 | Right-of-Way Monument | 28 | EACH | 200.00 | 5,600.00 | 150.00 | 4,200.00 | 120.00 | 3,360.00 | 280.00 | 7,840.00 |
| 0026 | 708-02-00100 | Right-of-Way Monument Witness Post | 28 | EACH | 200.00 | 5,600.00 | 150.00 | 4,200.00 | 120.00 | 3,360.00 | 280.00 | 7,840.00 |
| 0027 | 712-04-00100 | Flexible Revetment | 1,661 | SQYD | 55.00 | 91,355.00 | 75.00 | 124,575.00 | 46.00 | 76,406.00 | 90.00 | 149,490.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 73,000.00 | 73,000.00 | 55,000.00 | 55,000.00 |
| 0029 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 5,962 | LNFT | 0.15 | 894.30 | 0.20 | 1,192.40 | 0.15 | 894.30 | 0.16 | 953.92 |
| 0030 | 717-01-00100 | Seeding | 147 | LB | 10.00 | 1,470.00 | 10.00 | 1,470.00 | 10.00 | 1,470.00 | 9.00 | 1,323.00 |
| 0031 | 718-01-00100 | Fertilizer | 3,670 | LB | 0.50 | 1,835.00 | 0.50 | 1,835.00 | 0.50 | 1,835.00 | 0.30 | 1,101.00 |
| 0032 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 17,770 | SQYD | 1.00 | 17,770.00 | 1.05 | 18,658.50 | 1.10 | 19,547.00 | 1.00 | 17,770.00 |
| 0033 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 13,000.00 | 13,000.00 |
| 0034 | 725-01-00100 | Temporary Detour Roads | 3,528.7 | SQYD | 70.00 | 247,009.00 | 90.00 | 317,583.00 | 110.00 | 388,157.00 | 100.00 | 352,870.00 |
| 0035 | 725-02-00100 | Temporary Detour Bridging | 100 | LNFT | 2,000.00 | 200,000.00 | 2,800.00 | 280,000.00 | 1.00 | 100.00 | 2,900.00 | 290,000.00 |
| 0036 | 726-01-00100 | Bedding Material | 85.5 | CUYD | 90.00 | 7,695.00 | 110.00 | 9,405.00 | 80.00 | 6,840.00 | 85.00 | 7,267.50 |
| 0037 | 727-01-00100 | Mobilization | 1 | LUMP | 260,000.00 | 260,000.00 | 340,000.00 | 340,000.00 | 310,000.00 | 310,000.00 | 275,000.00 | 275,000.00 |
| 0038 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 | 75.00 | 300.00 | 80.00 | 320.00 | 85.00 | 340.00 |
| 0039 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 130 | EACH | 10.00 | 1,300.00 | 9.75 | 1,267.50 | 10.00 | 1,300.00 | 11.30 | 1,469.00 |
| 0040 | 731-02-00100 | Reflectorized Raised Pavement Markers | 78 | EACH | 5.25 | 409.50 | 5.00 | 390.00 | 5.00 | 390.00 | 5.90 | 460.20 |
| 0041 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 5.888 | MILE | 2,500.00 | 14,720.00 | 2,425.00 | 14,278.40 | 2,500.00 | 14,720.00 | 2,800.00 | 16,486.40 |
| 0042 | 735-01-00100 | Mailboxes | 6 | EACH | 1.00 | 6.00 | 200.00 | 1,200.00 | 25.00 | 150.00 | 10.00 | 60.00 |
| 0043 | 735-02-00100 | Mailbox Supports (Single) | 6 | EACH | 150.00 | 900.00 | 200.00 | 1,200.00 | 145.00 | 870.00 | 250.00 | 1,500.00 |
| 0044 | 740-01-00100 | Construction Layout | 1 | LUMP | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 | 50,000.00 | 50,000.00 | 28,000.00 | 28,000.00 |
| 0045 | 804-01-00600 | Precast Concrete Piles (24") | 2,828 | LNFT | 85.00 | 240,380.00 | 135.00 | 381,780.00 | 106.00 | 299,768.00 | 115.00 | 325,220.00 |
| 0046 | 804-05-00600 | Precast Concrete Test Piles (24") | 1 | EACH | 80,000.00 | 80,000.00 | 40,000.00 | 40,000.00 | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 |
| 0047 | 804-09-00100 | Loading Test Piles | 1 | EACH | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 1,500.00 | 1,500.00 | 8,500.00 | 8,500.00 |
| 0048 | 804-10-00100 | Reloading Test Piles | 1 | EACH | 2,000.00 | 2,000.00 | 1,000.00 | 1,000.00 | 1,500.00 | 1,500.00 | 995.00 | 995.00 |
| 0049 | 804-11-00100 | Redriving Test Piles | 1 | EACH | 2,000.00 | 2,000.00 | 1,000.00 | 1,000.00 | 1,500.00 | 1,500.00 | 995.00 | 995.00 |
| 0050 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 | 1,500.00 | 1,500.00 | 995.00 | 995.00 |
| 0051 | 804-17-00100 | Dynamic Monitoring | 9 | EACH | 1,500.00 | 13,500.00 | 2,800.00 | 25,200.00 | 750.00 | 6,750.00 | 1,800.00 | 16,200.00 |
| 0052 | 805-01-00700 | Class A Concrete (Bents) | 95.64 | CUYD | 1,000.00 | 95,640.00 | 800.00 | 76,512.00 | 1,100.00 | 105,204.00 | 1,300.00 | 124,332.00 |
| 0053 | 805-03-00100 | Class AA Concrete | 248.85 | CUYD | 750.00 | 186,637.50 | 700.00 | 174,195.00 | 900.00 | 223,965.00 | 1,100.00 | 273,735.00 |
| 0054 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 1,896 | LNFT | 65.00 | 123,240.00 | 70.00 | 132,720.00 | 80.00 | 151,680.00 | 85.00 | 161,160.00 |
| 0055 | 805-11-00100 | Strip Seal Joints | 160 | LNFT | 175.00 | 28,000.00 | 205.00 | 32,800.00 | 185.00 | 29,600.00 | 200.00 | 32,000.00 |
| 0056 | 806-01-00100 | Deformed Reinforcing Steel | 84,684 | LB | 0.90 | 76,215.60 | 1.00 | 84,684.00 | 1.00 | 84,684.00 | 1.00 | 84,684.00 |
| 0057 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 7,000.00 | 7,000.00 | 8,000.00 | 8,000.00 | 20,000.00 | 20,000.00 | 13,500.00 | 13,500.00 |
| 0058 | 810-01-00100 | Concrete Railing (Standard Barrier) | 480 | LNFT | 60.00 | 28,800.00 | 65.00 | 31,200.00 | 67.00 | 32,160.00 | 65.00 | 31,200.00 |
| 0059 | 813-01-00100 | Concrete Approach Slabs | 363.88 | SQYD | 220.00 | 80,053.60 | 200.00 | 72,776.00 | 200.00 | 72,776.00 | 230.00 | 83,692.40 |
| 0060 | NS-700-00240 | Special Guard Rail Anchor Section | 1 | EACH | 950.00 | 950.00 | 950.00 | 950.00 | 1,200.00 | 1,200.00 | 1,050.00 | 1,050.00 |
| CONTRACTOR TOTAL | 2,976,103.40 | 3,135,940.90 | 3,145,295.40 | 3,232,447.32 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Austin Bridge & Road, Lp |
- 6 - Gilchrist Construction Co. LLC |
- 7 - L & A Contracting Co. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 226,000.00 | 226,000.00 | 100,000.00 | 100,000.00 | 500,000.00 | 500,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,100.00 | 2,100.00 | 15,000.00 | 15,000.00 | 10,100.00 | 10,100.00 |
| 0003 | 202-02-04000 | Removal of Bridge Sta. 112+30, 25' x 176' Treated Timber Trestle Bridge | 1 | EACH | 36,700.00 | 36,700.00 | 20,000.00 | 20,000.00 | 75,848.00 | 75,848.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 697.1 | SQYD | 10.32 | 7,194.07 | 6.00 | 4,182.60 | 9.60 | 6,692.16 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 2,349 | SQYD | 6.00 | 14,094.00 | 6.00 | 14,094.00 | 6.00 | 14,094.00 |
| 0006 | 203-01-00100 | General Excavation | 1,222 | CUYD | 7.00 | 8,554.00 | 7.00 | 8,554.00 | 6.00 | 7,332.00 |
| 0007 | 203-02-00100 | Drainage Excavation | 2,476 | CUYD | 10.00 | 24,760.00 | 10.00 | 24,760.00 | 10.50 | 25,998.00 |
| 0008 | 203-03-00100 | Embankment | 15,612 | CUYD | 25.00 | 390,300.00 | 20.00 | 312,240.00 | 17.82 | 278,205.84 |
| 0009 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 4 | EACH | 700.00 | 2,800.00 | 500.00 | 2,000.00 | 579.00 | 2,316.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 2,915 | LNFT | 1.30 | 3,789.50 | 3.00 | 8,745.00 | 7.20 | 20,988.00 |
| 0011 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 475.1 | CUYD | 114.00 | 54,161.40 | 80.00 | 38,008.00 | 63.00 | 29,931.30 |
| 0012 | 302-02-05120 | Class II Base Course (10" Thick) (Stone or Recycled Portland Cement Concrete) | 2,821.1 | SQYD | 33.00 | 93,096.30 | 25.00 | 70,527.50 | 25.80 | 72,784.38 |
| 0013 | 304-05-00100 | Lime Treatment (Type E) | 31.88 | TON | 380.00 | 12,114.40 | 400.00 | 12,752.00 | 3,178.00 | 101,314.64 |
| 0014 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 100 | CUYD | 105.00 | 10,500.00 | 100.00 | 10,000.00 | 82.20 | 8,220.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 1,427.4 | TON | 145.00 | 206,973.00 | 105.00 | 149,877.00 | 132.00 | 188,416.80 |
| 0016 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 260.1 | TON | 95.00 | 24,709.50 | 165.00 | 42,916.50 | 144.00 | 37,454.40 |
| 0017 | 509-01-00100 | Cold Planing Asphaltic Pavement | 1,478 | SQYD | 5.00 | 7,390.00 | 6.00 | 8,868.00 | 36.00 | 53,208.00 |
| 0018 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 162 | LNFT | 50.00 | 8,100.00 | 80.00 | 12,960.00 | 50.00 | 8,100.00 |
| 0019 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 30 | LNFT | 53.00 | 1,590.00 | 90.00 | 2,700.00 | 64.00 | 1,920.00 |
| 0020 | 701-06-01080 | Side Drain Pipe Arch (36" Equiv. RCPA/CMPA) | 216 | LNFT | 67.00 | 14,472.00 | 135.00 | 29,160.00 | 81.00 | 17,496.00 |
| 0021 | 704-03-00100 | Blocked Out Guard Rail | 162.5 | LNFT | 17.00 | 2,762.50 | 20.00 | 3,250.00 | 20.50 | 3,331.25 |
| 0022 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 91.7 | LNFT | 60.00 | 5,502.00 | 75.00 | 6,877.50 | 72.00 | 6,602.40 |
| 0023 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 2,150.00 | 6,450.00 | 2,100.00 | 6,300.00 | 2,580.00 | 7,740.00 |
| 0024 | 706-02-00200 | Concrete Drive (6" Thick) | 124.4 | SQYD | 70.00 | 8,708.00 | 75.00 | 9,330.00 | 81.00 | 10,076.40 |
| 0025 | 708-01-00100 | Right-of-Way Monument | 28 | EACH | 200.00 | 5,600.00 | 360.00 | 10,080.00 | 960.00 | 26,880.00 |
| 0026 | 708-02-00100 | Right-of-Way Monument Witness Post | 28 | EACH | 160.00 | 4,480.00 | 480.00 | 13,440.00 | 240.00 | 6,720.00 |
| 0027 | 712-04-00100 | Flexible Revetment | 1,661 | SQYD | 75.00 | 124,575.00 | 40.00 | 66,440.00 | 29.00 | 48,169.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 | 9,000.00 | 9,000.00 |
| 0029 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 5,962 | LNFT | 0.55 | 3,279.10 | 0.20 | 1,192.40 | 0.25 | 1,490.50 |
| 0030 | 717-01-00100 | Seeding | 147 | LB | 10.00 | 1,470.00 | 8.50 | 1,249.50 | 8.40 | 1,234.80 |
| 0031 | 718-01-00100 | Fertilizer | 3,670 | LB | 0.50 | 1,835.00 | 0.50 | 1,835.00 | 0.50 | 1,835.00 |
| 0032 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 17,770 | SQYD | 2.00 | 35,540.00 | 1.00 | 17,770.00 | 1.10 | 19,547.00 |
| 0033 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 30,000.00 | 30,000.00 | 12,000.00 | 12,000.00 | 43,000.00 | 43,000.00 |
| 0034 | 725-01-00100 | Temporary Detour Roads | 3,528.7 | SQYD | 140.00 | 494,018.00 | 80.00 | 282,296.00 | 90.00 | 317,583.00 |
| 0035 | 725-02-00100 | Temporary Detour Bridging | 100 | LNFT | 2,500.00 | 250,000.00 | 9,000.00 | 900,000.00 | 3,200.00 | 320,000.00 |
| 0036 | 726-01-00100 | Bedding Material | 85.5 | CUYD | 75.00 | 6,412.50 | 80.00 | 6,840.00 | 90.00 | 7,695.00 |
| 0037 | 727-01-00100 | Mobilization | 1 | LUMP | 320,000.00 | 320,000.00 | 360,000.00 | 360,000.00 | 400,000.00 | 400,000.00 |
| 0038 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 | 85.00 | 340.00 | 90.00 | 360.00 |
| 0039 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 130 | EACH | 15.00 | 1,950.00 | 12.00 | 1,560.00 | 11.70 | 1,521.00 |
| 0040 | 731-02-00100 | Reflectorized Raised Pavement Markers | 78 | EACH | 6.00 | 468.00 | 6.00 | 468.00 | 6.00 | 468.00 |
| 0041 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 5.888 | MILE | 2,400.00 | 14,131.20 | 3,000.00 | 17,664.00 | 2,910.00 | 17,134.08 |
| 0042 | 735-01-00100 | Mailboxes | 6 | EACH | 6.00 | 36.00 | 7.25 | 43.50 | 1.20 | 7.20 |
| 0043 | 735-02-00100 | Mailbox Supports (Single) | 6 | EACH | 190.00 | 1,140.00 | 230.00 | 1,380.00 | 174.00 | 1,044.00 |
| 0044 | 740-01-00100 | Construction Layout | 1 | LUMP | 100,000.00 | 100,000.00 | 83,000.00 | 83,000.00 | 100,000.00 | 100,000.00 |
| 0045 | 804-01-00600 | Precast Concrete Piles (24") | 2,828 | LNFT | 80.00 | 226,240.00 | 100.00 | 282,800.00 | 77.00 | 217,756.00 |
| 0046 | 804-05-00600 | Precast Concrete Test Piles (24") | 1 | EACH | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 16,853.00 | 16,853.00 |
| 0047 | 804-09-00100 | Loading Test Piles | 1 | EACH | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 | 22,585.00 | 22,585.00 |
| 0048 | 804-10-00100 | Reloading Test Piles | 1 | EACH | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 | 4,137.00 | 4,137.00 |
| 0049 | 804-11-00100 | Redriving Test Piles | 1 | EACH | 2,000.00 | 2,000.00 | 1,000.00 | 1,000.00 | 4,050.00 | 4,050.00 |
| 0050 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 15,000.00 | 15,000.00 | 500.00 | 500.00 | 11,707.00 | 11,707.00 |
| 0051 | 804-17-00100 | Dynamic Monitoring | 9 | EACH | 2,200.00 | 19,800.00 | 800.00 | 7,200.00 | 2,025.00 | 18,225.00 |
| 0052 | 805-01-00700 | Class A Concrete (Bents) | 95.64 | CUYD | 1,120.00 | 107,116.80 | 900.00 | 86,076.00 | 685.00 | 65,513.40 |
| 0053 | 805-03-00100 | Class AA Concrete | 248.85 | CUYD | 525.00 | 130,646.25 | 800.00 | 199,080.00 | 816.00 | 203,061.60 |
| 0054 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 1,896 | LNFT | 75.00 | 142,200.00 | 65.00 | 123,240.00 | 76.50 | 145,044.00 |
| 0055 | 805-11-00100 | Strip Seal Joints | 160 | LNFT | 130.00 | 20,800.00 | 180.00 | 28,800.00 | 214.00 | 34,240.00 |
| 0056 | 806-01-00100 | Deformed Reinforcing Steel | 84,684 | LB | 0.80 | 67,747.20 | 0.80 | 67,747.20 | 1.00 | 84,684.00 |
| 0057 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 11,000.00 | 11,000.00 | 12,000.00 | 12,000.00 | 16,030.00 | 16,030.00 |
| 0058 | 810-01-00100 | Concrete Railing (Standard Barrier) | 480 | LNFT | 70.00 | 33,600.00 | 80.00 | 38,400.00 | 88.50 | 42,480.00 |
| 0059 | 813-01-00100 | Concrete Approach Slabs | 363.88 | SQYD | 180.00 | 65,498.40 | 200.00 | 72,776.00 | 228.00 | 82,964.64 |
| 0060 | NS-700-00240 | Special Guard Rail Anchor Section | 1 | EACH | 950.00 | 950.00 | 1,300.00 | 1,300.00 | 1,140.00 | 1,140.00 |
| CONTRACTOR TOTAL | 3,480,654.12 | 3,712,619.70 | 3,782,328.79 | |||||||