Proposal:H.009485.6
Parish:Iberville
Routes:LA 404
Description:LA 404: BAYOU CHOCTAW BRIDGE
Type Construction:CLEARING AND GRUBBING, REMOVAL OF BRIDGE, GRADING, MILLING ASPHALT PAVEMENT, CLASS II BASE COURSE, LIME TREATMENT, ASPHALT CONCRETE PAVEMENT, PRECAST CONCRETE PILES, CONCRETE SLAB SPAN BRIDGE, CONCRETE APPROACH SLAB (CAST IN PLACE), AND RELATED WORK.
Estimated Construction Cost:$2,568,771.49
| Rank | License | Bidder | Construction Bid |
| 1 | 00481 | COASTAL BRIDGE CO., L.L.C. | $2,799,794.19 |
| 2 | 39462 | JB JAMES CONSTRUCTION LLC | $2,911,233.87 |
| 3 | 36827 | Shavers-Whittle Construction LLC | $3,269,712.44 |
| 4 | 00044 | GUINN CONSTRUCTION, LLC | $3,854,002.70 |
| 5 | 55505 | MERRICK, LLC | $4,265,850.90 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
COASTAL BRIDGE CO., L.L.C. | - 2 -
JB JAMES CONSTRUCTION LLC | - 3 -
Shavers-Whittle Construction LLC | - 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 | 5 | LUMP | 100,000.00 | 100,000.00 | 60,000.00 | 60,000.00 | 70,000.00 | 70,000.00 | 45,000.00 | 45,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 27,500.00 | 27,500.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | | 0003 | 202-02-02000 | Removal of Asphalt Drives | 226 | SQYD | 35.00 | 7,910.00 | 12.00 | 2,712.00 | 10.00 | 2,260.00 | 6.00 | 1,356.00 | | 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 1,833.4 | SQYD | 12.00 | 22,000.80 | 12.00 | 22,000.80 | 8.50 | 15,583.90 | 6.00 | 11,000.40 | | 0005 | 202-02-04500 | Removal of Bridge Removal of Bridge, Str. No. 61244050100391, Sta. 111+83.5, 145'x26' Timber Trestle w/ I-beam Stringers w/ Concrete Deck | 3,770 | SQFT | 25.00 | 94,250.00 | 18.00 | 67,860.00 | 16.50 | 62,205.00 | 10.75 | 40,527.50 | | 0006 | 202-02-14500 | Removal of Guard Rail | 212 | LNFT | 10.00 | 2,120.00 | 12.50 | 2,650.00 | 10.00 | 2,120.00 | 15.00 | 3,180.00 | | 0008 | 203-01-00100 | General Excavation | 676 | CUYD | 13.00 | 8,788.00 | 28.00 | 18,928.00 | 16.00 | 10,816.00 | 12.00 | 8,112.00 | | 0009 | 203-02-00100 | Drainage Excavation | 104 | CUYD | 45.00 | 4,680.00 | 24.00 | 2,496.00 | 28.00 | 2,912.00 | 20.00 | 2,080.00 | | 0010 | 203-03-00100 | Embankment | 990 | CUYD | 24.00 | 23,760.00 | 52.00 | 51,480.00 | 60.00 | 59,400.00 | 28.00 | 27,720.00 | | 0011 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 15 | EACH | 125.00 | 1,875.00 | 150.00 | 2,250.00 | 130.00 | 1,950.00 | 100.00 | 1,500.00 | | 0012 | 204-06-00100 | Temporary Silt Fencing | 3,115 | LNFT | 1.55 | 4,828.25 | 2.50 | 7,787.50 | 2.25 | 7,008.75 | 3.00 | 9,345.00 | | 0013 | 302-02-08500 | Class II Base Course (8-1/2" Thick) | 2,885.4 | SQYD | 35.00 | 100,989.00 | 25.00 | 72,135.00 | 30.00 | 86,562.00 | 32.00 | 92,332.80 | | 0014 | 304-01-00100 | Lime | 36.54 | TON | 235.00 | 8,586.90 | 220.00 | 8,038.80 | 250.00 | 9,135.00 | 350.00 | 12,789.00 | | 0015 | 304-05-00100 | Lime Treatment (Type E) | 2,579 | SQYD | 8.05 | 20,760.95 | 5.00 | 12,895.00 | 3.00 | 7,737.00 | 8.50 | 21,921.50 | | 0016 | 401-01-00100 | Aggregate Surface Course (Net Section) | 40.9 | CUYD | 125.00 | 5,112.50 | 125.00 | 5,112.50 | 100.00 | 4,090.00 | 150.00 | 6,135.00 | | 0017 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 600 | CUYD | 125.00 | 75,000.00 | 100.00 | 60,000.00 | 75.00 | 45,000.00 | 125.00 | 75,000.00 | | 0018 | 502-01-00100 | Asphalt Concrete | 733.2 | TON | 95.00 | 69,654.00 | 101.50 | 74,419.80 | 135.00 | 98,982.00 | 175.00 | 128,310.00 | | 0019 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 180 | TON | 145.00 | 26,100.00 | 123.00 | 22,140.00 | 165.00 | 29,700.00 | 200.00 | 36,000.00 | | 0020 | 509-01-00100 | Milling Asphalt Pavement | 1,112 | SQYD | 9.00 | 10,008.00 | 8.00 | 8,896.00 | 7.50 | 8,340.00 | 15.00 | 16,680.00 | | 0021 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -46 | CUYD | 0.01 | -0.46 | 1.00 | -46.00 | 1.36 | -62.56 | 0.00 | 0.00 | | 0022 | 704-03-00200 | Blocked Out Guard Rail – 31”, (6’-3” Post Spacing) | 143.8 | LNFT | 31.00 | 4,457.80 | 22.50 | 3,235.50 | 32.00 | 4,601.60 | 25.00 | 3,595.00 | | 0023 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 85.00 | 8,500.00 | 65.00 | 6,500.00 | 90.00 | 9,000.00 | 75.00 | 7,500.00 | | 0024 | 704-10-00105 | Guard Rail End Treatment (Flared, 12' - 6" Length) | 1 | EACH | 1,900.00 | 1,900.00 | 4,000.00 | 4,000.00 | 2,000.00 | 2,000.00 | 4,500.00 | 4,500.00 | | 0025 | 704-10-00110 | Guard Rail End Treatment (Flared 18' - 9" Length) | 1 | EACH | 2,100.00 | 2,100.00 | 2,250.00 | 2,250.00 | 2,200.00 | 2,200.00 | 3,000.00 | 3,000.00 | | 0026 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 2 | EACH | 2,800.00 | 5,600.00 | 3,000.00 | 6,000.00 | 3,000.00 | 6,000.00 | 3,500.00 | 7,000.00 | | 0027 | 705-04-00100 | Single Swinging Driveway Gates | 1 | EACH | 2,250.00 | 2,250.00 | 500.00 | 500.00 | 2,300.00 | 2,300.00 | 2,500.00 | 2,500.00 | | 0028 | 712-04-00100 | Flexible Revetment | 330 | SQYD | 105.00 | 34,650.00 | 50.00 | 16,500.00 | 78.50 | 25,905.00 | 85.00 | 28,050.00 | | 0029 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 | 18,500.00 | 18,500.00 | | 0030 | 717-01-00100 | Seeding | 110 | LB | 15.00 | 1,650.00 | 15.00 | 1,650.00 | 16.50 | 1,815.00 | 25.00 | 2,750.00 | | 0031 | 718-01-00100 | Fertilizer | 3,670 | LB | 0.65 | 2,385.50 | 0.75 | 2,752.50 | 0.75 | 2,752.50 | 1.50 | 5,505.00 | | 0032 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | | 0033 | 724-01-00100 | Rumble Strips (Centerline) | 0.234 | MILE | 6,400.00 | 1,497.60 | 885.00 | 207.09 | 950.00 | 222.30 | 5,000.00 | 1,170.00 | | 0034 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 0.468 | MILE | 6,400.00 | 2,995.20 | 885.00 | 414.18 | 950.00 | 444.60 | 5,000.00 | 2,340.00 | | 0035 | 725-01-00100 | Temporary Detour Roads | 3,644.6 | SQYD | 88.00 | 320,724.80 | 140.00 | 510,244.00 | 170.00 | 619,582.00 | 198.50 | 723,453.10 | | 0036 | 727-01-00100 | Mobilization | 1 | LUMP | 280,000.00 | 280,000.00 | 257,000.00 | 257,000.00 | 320,000.00 | 320,000.00 | 350,000.00 | 350,000.00 | | 0037 | 729-01-00100 | Sign (Type A) | 45.5 | SQFT | 22.00 | 1,001.00 | 37.00 | 1,683.50 | 25.00 | 1,137.50 | 50.00 | 2,275.00 | | 0038 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 95.00 | 380.00 | 90.00 | 360.00 | 100.00 | 400.00 | 125.00 | 500.00 | | 0039 | 729-22-00200 | Square Tubing Post with 2-1/4" Omni-Directional Anchor | 7 | EACH | 170.00 | 1,190.00 | 115.00 | 805.00 | 185.00 | 1,295.00 | 150.00 | 1,050.00 | | 0040 | 731-01-00100 | Nonreflectorized Raised Pavement Markers (Concrete Rumble Strips) | 624 | EACH | 5.00 | 3,120.00 | 7.00 | 4,368.00 | 9.00 | 5,616.00 | 10.00 | 6,240.00 | | 0041 | 731-02-00100 | Reflectorized Raised Pavement Markers | 42 | EACH | 5.00 | 210.00 | 8.00 | 336.00 | 9.00 | 378.00 | 10.00 | 420.00 | | 0042 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 1 | LNFT | 19.00 | 19.00 | 75.00 | 75.00 | 45.00 | 45.00 | 100.00 | 100.00 | | 0043 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.665 | MILE | 4,000.00 | 2,660.00 | 3,500.00 | 2,327.50 | 5,200.00 | 3,458.00 | 7,500.00 | 4,987.50 | | 0044 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.28 | MILE | 900.00 | 252.00 | 1,350.00 | 378.00 | 4,600.00 | 1,288.00 | 6,500.00 | 1,820.00 | | 0045 | 732-03-02010 | Plastic Pavement Striping (Dotted Line)(4" W)(2' L)(Thermo 90 mil) | 0.015 | MILE | 810.00 | 12.15 | 3,700.00 | 55.50 | 5,500.00 | 82.50 | 10,000.00 | 150.00 | | 0046 | 732-05-00100 | Removal of Existing Markings | 0.096 | MILE | 10,500.00 | 1,008.00 | 6,800.00 | 652.80 | 17,000.00 | 1,632.00 | 20,000.00 | 1,920.00 | | 0047 | 735-01-00100 | Mailboxes | 11 | EACH | 3.00 | 33.00 | 10.00 | 110.00 | 3.00 | 33.00 | 100.00 | 1,100.00 | | 0048 | 735-02-00100 | Mailbox Supports (Single) | 11 | EACH | 240.00 | 2,640.00 | 100.00 | 1,100.00 | 250.00 | 2,750.00 | 100.00 | 1,100.00 | | 0049 | 740-01-00100 | Construction Layout | 1 | LUMP | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 | 85,000.00 | 85,000.00 | 52,000.00 | 52,000.00 | | 0050 | 804-01-00300 | Precast Concrete Piles (16") | 3,420 | LNFT | 72.00 | 246,240.00 | 75.00 | 256,500.00 | 79.50 | 271,890.00 | 98.00 | 335,160.00 | | 0051 | 804-05-00300 | Precast Concrete Test Piles (16") | 1 | EACH | 50,000.00 | 50,000.00 | 60,000.00 | 60,000.00 | 60,000.00 | 60,000.00 | 20,000.00 | 20,000.00 | | 0052 | 804-09-00300 | Static Load Test (Precast Concrete Piles (16")) | 1 | EACH | 50,000.00 | 50,000.00 | 65,000.00 | 65,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | | 0053 | 804-14-00100 | Dynamic Monitoring Assistance | 7 | EACH | 2,000.00 | 14,000.00 | 2,200.00 | 15,400.00 | 2,500.00 | 17,500.00 | 1,500.00 | 10,500.00 | | 0054 | 805-01-00100 | Class A1 Concrete (Slab Span) | 218.4 | CUYD | 1,100.00 | 240,240.00 | 900.00 | 196,560.00 | 1,000.00 | 218,400.00 | 1,200.00 | 262,080.00 | | 0055 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 58.96 | CUYD | 1,800.00 | 106,128.00 | 2,200.00 | 129,712.00 | 1,700.00 | 100,232.00 | 1,400.00 | 82,544.00 | | 0056 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 1,911 | SQFT | 1.00 | 1,911.00 | 1.00 | 1,911.00 | 1.35 | 2,579.85 | 2.00 | 3,822.00 | | 0057 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 1,911 | SQFT | 1.00 | 1,911.00 | 1.00 | 1,911.00 | 1.50 | 2,866.50 | 4.00 | 7,644.00 | | 0058 | 806-01-00100 | Deformed Reinforcing Steel | 55,258 | LB | 1.95 | 107,753.10 | 1.00 | 55,258.00 | 1.00 | 55,258.00 | 1.25 | 69,072.50 | | 0059 | 810-01-00200 | Concrete Bridge Railing (Slotted) | 320 | LNFT | 88.00 | 28,160.00 | 90.00 | 28,800.00 | 150.00 | 48,000.00 | 160.00 | 51,200.00 | | 0060 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 2,480 | SQFT | 32.00 | 79,360.00 | 36.00 | 89,280.00 | 40.00 | 99,200.00 | 38.00 | 94,240.00 | | 0061 | 815-03-00300 | Joint Seal (Poured) | 334 | LNFT | 10.00 | 3,340.00 | 10.00 | 3,340.00 | 15.00 | 5,010.00 | 20.00 | 6,680.00 | | 0062 | 817-01-00100 | Temporary Detour Bridge (Concrete) | 3,733 | SQFT | 115.00 | 429,295.00 | 145.00 | 541,285.00 | 165.00 | 615,945.00 | 275.00 | 1,026,575.00 | | 0063 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 58 | LNFT | 10.00 | 580.00 | 10.00 | 580.00 | 90.00 | 5,220.00 | 45.00 | 2,610.00 | | 0064 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 560 | INLF | 5.00 | 2,800.00 | 2.00 | 1,120.00 | 10.00 | 5,600.00 | 6.00 | 3,360.00 | | 0065 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | 2 | EACH | 15,500.00 | 31,000.00 | 8,950.00 | 17,900.00 | 17,500.00 | 35,000.00 | 25,000.00 | 50,000.00 | | 0066 | 202-02-02020 | Removal of Asphalt Pavement | 1,833.4 | SQYD | 6.50 | 11,917.10 | 3.50 | 6,416.90 | 10.00 | 18,334.00 | 6.00 | 11,000.40 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 2,799,794.19 | | 2,911,233.87 | | 3,269,712.44 | | 3,854,002.70 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
MERRICK, LLC | | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 5 | LUMP | 60,000.00 | 60,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | | 0003 | 202-02-02000 | Removal of Asphalt Drives | 226 | SQYD | 6.00 | 1,356.00 | | 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 1,833.4 | SQYD | 6.00 | 11,000.40 | | 0005 | 202-02-04500 | Removal of Bridge Removal of Bridge, Str. No. 61244050100391, Sta. 111+83.5, 145'x26' Timber Trestle w/ I-beam Stringers w/ Concrete Deck | 3,770 | SQFT | 40.00 | 150,800.00 | | 0006 | 202-02-14500 | Removal of Guard Rail | 212 | LNFT | 12.00 | 2,544.00 | | 0008 | 203-01-00100 | General Excavation | 676 | CUYD | 14.00 | 9,464.00 | | 0009 | 203-02-00100 | Drainage Excavation | 104 | CUYD | 25.00 | 2,600.00 | | 0010 | 203-03-00100 | Embankment | 990 | CUYD | 24.00 | 23,760.00 | | 0011 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 15 | EACH | 120.00 | 1,800.00 | | 0012 | 204-06-00100 | Temporary Silt Fencing | 3,115 | LNFT | 2.00 | 6,230.00 | | 0013 | 302-02-08500 | Class II Base Course (8-1/2" Thick) | 2,885.4 | SQYD | 26.00 | 75,020.40 | | 0014 | 304-01-00100 | Lime | 36.54 | TON | 250.00 | 9,135.00 | | 0015 | 304-05-00100 | Lime Treatment (Type E) | 2,579 | SQYD | 3.50 | 9,026.50 | | 0016 | 401-01-00100 | Aggregate Surface Course (Net Section) | 40.9 | CUYD | 150.00 | 6,135.00 | | 0017 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 600 | CUYD | 75.00 | 45,000.00 | | 0018 | 502-01-00100 | Asphalt Concrete | 733.2 | TON | 140.00 | 102,648.00 | | 0019 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 180 | TON | 160.00 | 28,800.00 | | 0020 | 509-01-00100 | Milling Asphalt Pavement | 1,112 | SQYD | 7.00 | 7,784.00 | | 0021 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -46 | CUYD | 15.00 | -690.00 | | 0022 | 704-03-00200 | Blocked Out Guard Rail – 31”, (6’-3” Post Spacing) | 143.8 | LNFT | 35.00 | 5,033.00 | | 0023 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 85.00 | 8,500.00 | | 0024 | 704-10-00105 | Guard Rail End Treatment (Flared, 12' - 6" Length) | 1 | EACH | 3,700.00 | 3,700.00 | | 0025 | 704-10-00110 | Guard Rail End Treatment (Flared 18' - 9" Length) | 1 | EACH | 4,600.00 | 4,600.00 | | 0026 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 2 | EACH | 4,600.00 | 9,200.00 | | 0027 | 705-04-00100 | Single Swinging Driveway Gates | 1 | EACH | 1,200.00 | 1,200.00 | | 0028 | 712-04-00100 | Flexible Revetment | 330 | SQYD | 100.00 | 33,000.00 | | 0029 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 100,000.00 | 100,000.00 | | 0030 | 717-01-00100 | Seeding | 110 | LB | 15.00 | 1,650.00 | | 0031 | 718-01-00100 | Fertilizer | 3,670 | LB | 0.70 | 2,569.00 | | 0032 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 15,000.00 | 15,000.00 | | 0033 | 724-01-00100 | Rumble Strips (Centerline) | 0.234 | MILE | 8,000.00 | 1,872.00 | | 0034 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 0.468 | MILE | 8,000.00 | 3,744.00 | | 0035 | 725-01-00100 | Temporary Detour Roads | 3,644.6 | SQYD | 165.00 | 601,359.00 | | 0036 | 727-01-00100 | Mobilization | 1 | LUMP | 420,000.00 | 420,000.00 | | 0037 | 729-01-00100 | Sign (Type A) | 45.5 | SQFT | 35.00 | 1,592.50 | | 0038 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 160.00 | 640.00 | | 0039 | 729-22-00200 | Square Tubing Post with 2-1/4" Omni-Directional Anchor | 7 | EACH | 160.00 | 1,120.00 | | 0040 | 731-01-00100 | Nonreflectorized Raised Pavement Markers (Concrete Rumble Strips) | 624 | EACH | 6.00 | 3,744.00 | | 0041 | 731-02-00100 | Reflectorized Raised Pavement Markers | 42 | EACH | 6.50 | 273.00 | | 0042 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 1 | LNFT | 22.00 | 22.00 | | 0043 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.665 | MILE | 5,000.00 | 3,325.00 | | 0044 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.28 | MILE | 1,200.00 | 336.00 | | 0045 | 732-03-02010 | Plastic Pavement Striping (Dotted Line)(4" W)(2' L)(Thermo 90 mil) | 0.015 | MILE | 1,100.00 | 16.50 | | 0046 | 732-05-00100 | Removal of Existing Markings | 0.096 | MILE | 14,000.00 | 1,344.00 | | 0047 | 735-01-00100 | Mailboxes | 11 | EACH | 12.00 | 132.00 | | 0048 | 735-02-00100 | Mailbox Supports (Single) | 11 | EACH | 200.00 | 2,200.00 | | 0049 | 740-01-00100 | Construction Layout | 1 | LUMP | 50,000.00 | 50,000.00 | | 0050 | 804-01-00300 | Precast Concrete Piles (16") | 3,420 | LNFT | 110.00 | 376,200.00 | | 0051 | 804-05-00300 | Precast Concrete Test Piles (16") | 1 | EACH | 40,000.00 | 40,000.00 | | 0052 | 804-09-00300 | Static Load Test (Precast Concrete Piles (16")) | 1 | EACH | 14,000.00 | 14,000.00 | | 0053 | 804-14-00100 | Dynamic Monitoring Assistance | 7 | EACH | 2,200.00 | 15,400.00 | | 0054 | 805-01-00100 | Class A1 Concrete (Slab Span) | 218.4 | CUYD | 1,500.00 | 327,600.00 | | 0055 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 58.96 | CUYD | 1,500.00 | 88,440.00 | | 0056 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 1,911 | SQFT | 2.30 | 4,395.30 | | 0057 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 1,911 | SQFT | 2.30 | 4,395.30 | | 0058 | 806-01-00100 | Deformed Reinforcing Steel | 55,258 | LB | 2.00 | 110,516.00 | | 0059 | 810-01-00200 | Concrete Bridge Railing (Slotted) | 320 | LNFT | 115.00 | 36,800.00 | | 0060 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 2,480 | SQFT | 35.00 | 86,800.00 | | 0061 | 815-03-00300 | Joint Seal (Poured) | 334 | LNFT | 6.00 | 2,004.00 | | 0062 | 817-01-00100 | Temporary Detour Bridge (Concrete) | 3,733 | SQFT | 336.00 | 1,254,288.00 | | 0063 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 58 | LNFT | 10.00 | 580.00 | | 0064 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 560 | INLF | 3.00 | 1,680.00 | | 0065 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | 2 | EACH | 30,000.00 | 60,000.00 | | 0066 | 202-02-02020 | Removal of Asphalt Pavement | 1,833.4 | SQYD | 5.00 | 9,167.00 | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 4,265,850.90 |
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