Proposal:H.001537.6
Parish:Bienville
Routes:LA 4
Description:LA 4: BEE BRANCH BRIDGE
Type Construction:CLEARING AND GRUBBING, REMOVAL OF BRIDGE, GRADING, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE, LIME TREATMENT, ASPHALT CONCRETE OVERLAY, CONCRETE SLAB SPAN BRIDGES, ALTERNATE AA1 (BRIDGE ITEMS - 18” PILE): PRECAST CONCRETE PILES (18”); ALTERNATE AA2 (BRIDGE ITEMS - 24” PILE): PRECAST CONCRETE PILES (24”); AND RELATED WORK.
Estimated Construction Cost:$2,346,803.29
| Rank | License | Bidder | Construction Bid |
| 1 | 40615 | SPECIALTY TRACKHOE & DOZER SERV.INC | $2,267,500.05 |
| 2 | 49239 | WL Bass Construction Inc. | $2,375,740.99 |
| 3 | 39462 | JB JAMES CONSTRUCTION LLC | $2,713,789.74 |
| 4 | 55950 | Brown Industrial Construction, LLC | $2,842,857.05 |
| 5 | 00044 | Guinn Construction, LLC | $3,398,783.80 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
SPECIALTY TRACKHOE & DOZER SERV.INC | - 2 -
WL Bass Construction Inc. | - 3 -
JB JAMES CONSTRUCTION LLC | - 4 -
Brown Industrial 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 | 20,000.00 | 20,000.00 | 70,000.00 | 70,000.00 | 200,000.00 | 200,000.00 | 300,000.00 | 300,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 9,200.00 | 9,200.00 | 1,200.00 | 1,200.00 | 13,000.00 | 13,000.00 | 39,000.00 | 39,000.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 1,930.7 | SQYD | 6.00 | 11,584.20 | 2.00 | 3,861.40 | 2.00 | 3,861.40 | 3.90 | 7,529.73 | | 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 2,011.1 | SQYD | 3.00 | 6,033.30 | 1.70 | 3,418.87 | 2.00 | 4,022.20 | 4.90 | 9,854.39 | | 0005 | 202-02-04501 | Removal of Bridge (Sta. 110+60.67 27' x 76' Concrete Precast Bridge Recall No. 010730) | 1 | LUMP | 14,000.00 | 14,000.00 | 19,000.00 | 19,000.00 | 90,000.00 | 90,000.00 | 100,000.00 | 100,000.00 | | 0006 | 202-02-04501 | Removal of Bridge (Sta. 185+07.30 27' x 76' Concrete Precast Bridge Recall No. 010740) | 1 | LUMP | 14,000.00 | 14,000.00 | 18,000.00 | 18,000.00 | 90,000.00 | 90,000.00 | 100,000.00 | 100,000.00 | | 0007 | 202-02-14500 | Removal of Guard Rail | 1,058.9 | LNFT | 9.00 | 9,530.10 | 7.75 | 8,206.48 | 7.00 | 7,412.30 | 4.00 | 4,235.60 | | 0008 | 203-01-00100 | General Excavation | 1,199 | CUYD | 9.50 | 11,390.50 | 10.00 | 11,990.00 | 7.00 | 8,393.00 | 13.75 | 16,486.25 | | 0009 | 203-02-00100 | Drainage Excavation | 1,462 | CUYD | 8.00 | 11,696.00 | 14.00 | 20,468.00 | 7.00 | 10,234.00 | 12.70 | 18,567.40 | | 0010 | 203-03-00100 | Embankment | 2,110 | CUYD | 25.00 | 52,750.00 | 22.00 | 46,420.00 | 11.00 | 23,210.00 | 34.60 | 73,006.00 | | 0011 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 10 | EACH | 200.00 | 2,000.00 | 175.00 | 1,750.00 | 175.00 | 1,750.00 | 150.00 | 1,500.00 | | 0012 | 204-06-00100 | Temporary Silt Fencing | 2,125 | LNFT | 3.00 | 6,375.00 | 2.00 | 4,250.00 | 3.00 | 6,375.00 | 2.10 | 4,462.50 | | 0013 | 302-02-08520 | Class II Base Course (8-1/2" Thick) (Crushed Stone) | 2,594.8 | SQYD | 28.00 | 72,654.40 | 37.00 | 96,007.60 | 29.00 | 75,249.20 | 32.70 | 84,849.96 | | 0014 | 304-01-00100 | Lime | 6.18 | TON | 285.00 | 1,761.30 | 220.00 | 1,359.60 | 400.00 | 2,472.00 | 222.00 | 1,371.96 | | 0015 | 304-05-00100 | Lime Treatment (Type E) | 436 | SQYD | 8.30 | 3,618.80 | 7.00 | 3,052.00 | 12.00 | 5,232.00 | 7.00 | 3,052.00 | | 0016 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 29 | CUYD | 170.00 | 4,930.00 | 70.00 | 2,030.00 | 140.00 | 4,060.00 | 144.00 | 4,176.00 | | 0017 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 15 | CUYD | 70.00 | 1,050.00 | 55.00 | 825.00 | 150.00 | 2,250.00 | 144.00 | 2,160.00 | | 0018 | 502-01-00100 | Asphalt Concrete | 554.7 | TON | 159.00 | 88,197.30 | 145.00 | 80,431.50 | 140.00 | 77,658.00 | 180.00 | 99,846.00 | | 0019 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 171.6 | TON | 165.00 | 28,314.00 | 165.00 | 28,314.00 | 160.00 | 27,456.00 | 245.00 | 42,042.00 | | 0020 | 509-01-00100 | Milling Asphalt Pavement | 990 | SQYD | 11.50 | 11,385.00 | 12.00 | 11,880.00 | 23.00 | 22,770.00 | 2.50 | 2,475.00 | | 0021 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -41 | CUYD | 0.10 | -4.10 | 0.01 | -0.41 | 1.00 | -41.00 | 0.01 | -0.41 | | 0022 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | 82 | SQYD | 140.00 | 11,480.00 | 240.00 | 19,680.00 | 180.00 | 14,760.00 | 160.00 | 13,120.00 | | 0023 | 510-01-00260 | Pavement Patching (16 inch Minimum Thickness) | 82 | SQYD | 145.00 | 11,890.00 | 248.00 | 20,336.00 | 180.00 | 14,760.00 | 188.00 | 15,416.00 | | 0024 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 375 | LNFT | 24.00 | 9,000.00 | 25.00 | 9,375.00 | 20.00 | 7,500.00 | 25.00 | 9,375.00 | | 0025 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 85.00 | 17,000.00 | 85.00 | 17,000.00 | 85.00 | 17,000.00 | 85.00 | 17,000.00 | | 0026 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | 2 | EACH | 3,000.00 | 6,000.00 | 2,750.00 | 5,500.00 | 2,200.00 | 4,400.00 | 2,750.00 | 5,500.00 | | 0027 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 6 | EACH | 3,000.00 | 18,000.00 | 3,250.00 | 19,500.00 | 2,400.00 | 14,400.00 | 3,250.00 | 19,500.00 | | 0028 | 708-01-00100 | Right-of-Way Monument | 9 | EACH | 200.00 | 1,800.00 | 200.00 | 1,800.00 | 200.00 | 1,800.00 | 217.00 | 1,953.00 | | 0029 | 708-02-00100 | Right-of-Way Monument Witness Post | 9 | EACH | 250.00 | 2,250.00 | 200.00 | 1,800.00 | 200.00 | 1,800.00 | 217.00 | 1,953.00 | | 0030 | 711-01-03020 | Riprap (30 lb, 18" Thick) | 115 | SQYD | 65.00 | 7,475.00 | 77.00 | 8,855.00 | 55.00 | 6,325.00 | 80.00 | 9,200.00 | | 0031 | 711-01-05000 | Riprap (130 lb, 24" Thick) | 1,810 | SQYD | 75.00 | 135,750.00 | 110.00 | 199,100.00 | 80.00 | 144,800.00 | 98.50 | 178,285.00 | | 0032 | 711-04-00100 | Geotextile Fabric | 1,925 | SQYD | 1.80 | 3,465.00 | 3.00 | 5,775.00 | 2.00 | 3,850.00 | 3.60 | 6,930.00 | | 0033 | 712-04-00100 | Flexible Revetment | 350 | SQYD | 65.00 | 22,750.00 | 81.00 | 28,350.00 | 50.00 | 17,500.00 | 67.00 | 23,450.00 | | 0034 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 18,000.00 | 18,000.00 | 50,000.00 | 50,000.00 | 60,000.00 | 60,000.00 | 28,500.00 | 28,500.00 | | 0035 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.246 | MILE | 1,000.00 | 246.00 | 350.00 | 86.10 | 360.00 | 88.56 | 356.00 | 87.58 | | 0036 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 0.246 | MILE | 1,000.00 | 246.00 | 375.00 | 92.25 | 380.00 | 93.48 | 382.00 | 93.97 | | 0037 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.492 | MILE | 1,000.00 | 492.00 | 675.00 | 332.10 | 675.00 | 332.10 | 673.00 | 331.12 | | 0038 | 716-01-00100 | Mulch (Vegetative) | 10 | TON | 750.00 | 7,500.00 | 650.00 | 6,500.00 | 650.00 | 6,500.00 | 525.00 | 5,250.00 | | 0039 | 717-01-00100 | Seeding | 400 | LB | 15.00 | 6,000.00 | 11.50 | 4,600.00 | 12.00 | 4,800.00 | 18.50 | 7,400.00 | | 0040 | 718-01-00100 | Fertilizer | 5,000 | LB | 0.65 | 3,250.00 | 0.45 | 2,250.00 | 1.00 | 5,000.00 | 0.65 | 3,250.00 | | 0041 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 655 | SQYD | 2.50 | 1,637.50 | 2.00 | 1,310.00 | 2.00 | 1,310.00 | 1.35 | 884.25 | | 0042 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 142 | SQYD | 3.00 | 426.00 | 3.00 | 426.00 | 3.00 | 426.00 | 3.20 | 454.40 | | 0043 | 720-01-02040 | Erosion Control System, Flexible (Channel Liner) (Type E) | 311 | SQYD | 3.00 | 933.00 | 4.00 | 1,244.00 | 4.00 | 1,244.00 | 4.25 | 1,321.75 | | 0044 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 30,000.00 | 30,000.00 | 32,300.00 | 32,300.00 | | 0045 | 727-01-00100 | Mobilization | 1 | LUMP | 150,000.00 | 150,000.00 | 237,500.00 | 237,500.00 | 250,000.00 | 250,000.00 | 280,000.00 | 280,000.00 | | 0046 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 100.00 | 800.00 | 20.00 | 160.00 | 85.00 | 680.00 | 20.00 | 160.00 | | 0047 | 731-02-00100 | Reflectorized Raised Pavement Markers | 65 | EACH | 25.00 | 1,625.00 | 7.00 | 455.00 | 7.00 | 455.00 | 7.00 | 455.00 | | 0048 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.984 | MILE | 6,000.00 | 5,904.00 | 6,000.00 | 5,904.00 | 6,000.00 | 5,904.00 | 6,000.00 | 5,904.00 | | 0049 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 55,000.00 | 55,000.00 | 30,000.00 | 30,000.00 | 30,265.00 | 30,265.00 | | 0050 | 805-01-00100 | Class A1 Concrete (Slab Span) | 351.89 | CUYD | 1,065.00 | 374,762.85 | 350.00 | 123,161.50 | 850.00 | 299,106.50 | 860.00 | 302,625.40 | | 0051 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 2,628 | SQFT | 2.50 | 6,570.00 | 1.50 | 3,942.00 | 1.00 | 2,628.00 | 1.00 | 2,628.00 | | 0052 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 2,628 | SQFT | 2.50 | 6,570.00 | 1.55 | 4,073.40 | 1.00 | 2,628.00 | 1.50 | 3,942.00 | | 0053 | 810-01-00100 | Concrete Bridge Railing (Standard) | 200 | LNFT | 120.00 | 24,000.00 | 110.00 | 22,000.00 | 110.00 | 22,000.00 | 135.00 | 27,000.00 | | 0054 | 810-01-00200 | Concrete Bridge Railing (Slotted) | 240 | LNFT | 135.00 | 32,400.00 | 120.00 | 28,800.00 | 120.00 | 28,800.00 | 135.00 | 32,400.00 | | 0055 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 5,120 | SQFT | 58.00 | 296,960.00 | 89.23 | 456,857.60 | 50.00 | 256,000.00 | 43.00 | 220,160.00 | | 0056 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | 264 | SFIN | 110.00 | 29,040.00 | 90.00 | 23,760.00 | 75.00 | 19,800.00 | 115.00 | 30,360.00 | | 0057 | 815-03-00300 | Joint Seal (Poured) | 449 | LNFT | 18.00 | 8,082.00 | 15.00 | 6,735.00 | 13.00 | 5,837.00 | 10.75 | 4,826.75 | | 0058 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 384 | LNFT | 5.00 | 1,920.00 | 4.00 | 1,536.00 | 10.00 | 3,840.00 | 8.00 | 3,072.00 | | 0059 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 512 | LNFT | 3.00 | 1,536.00 | 1.50 | 768.00 | 10.00 | 5,120.00 | 5.00 | 2,560.00 | | 0060 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 764 | INLF | 3.00 | 2,292.00 | 1.00 | 764.00 | 2.00 | 1,528.00 | 1.50 | 1,146.00 | | | | SUBTOTAL GENERAL | | | | 1,643,518 | | 1,815,792 | | 1,968,380 | | 2,243,674 | | | | | | | | | | | | | | | | | Alternate AA1 | Alternate AA1 (Bridge Items - 18" Pile) | | | | | | | | | | | | | | | | | | | | | | | | | | 0061 | 804-01-00400 | Precast Concrete Piles (18") | 4,084 | LNFT | 80.00 | 326,720.00 | 98.00 | 400,232.00 | 120.00 | 490,080.00 | 83.60 | 341,422.40 | | 0062 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 101.49 | CUYD | 1,950.00 | 197,905.50 | 350.00 | 35,521.50 | 1,700.00 | 172,533.00 | 1,520.00 | 154,264.80 | | 0063 | 806-01-00100 | Deformed Reinforcing Steel | 82,797 | LB | 1.20 | 99,356.40 | 1.50 | 124,195.50 | 1.00 | 82,797.00 | 1.25 | 103,496.25 | | | | SUBTOTAL ALT AA1 | | | | 623,981.90 | | 559,949.00 | | 745,410.00 | | 599,183.45 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 2,267,500.05 | | 2,375,740.99 | | 2,713,789.74 | | 2,842,857.05 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
Guinn Construction, LLC | | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 5 | LUMP | 150,000.00 | 150,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 15,000.00 | 15,000.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 1,930.7 | SQYD | 8.00 | 15,445.60 | | 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 2,011.1 | SQYD | 8.00 | 16,088.80 | | 0005 | 202-02-04501 | Removal of Bridge (Sta. 110+60.67 27' x 76' Concrete Precast Bridge Recall No. 010730) | 1 | LUMP | 25,000.00 | 25,000.00 | | 0006 | 202-02-04501 | Removal of Bridge (Sta. 185+07.30 27' x 76' Concrete Precast Bridge Recall No. 010740) | 1 | LUMP | 25,000.00 | 25,000.00 | | 0007 | 202-02-14500 | Removal of Guard Rail | 1,058.9 | LNFT | 10.00 | 10,589.00 | | 0008 | 203-01-00100 | General Excavation | 1,199 | CUYD | 20.00 | 23,980.00 | | 0009 | 203-02-00100 | Drainage Excavation | 1,462 | CUYD | 22.00 | 32,164.00 | | 0010 | 203-03-00100 | Embankment | 2,110 | CUYD | 40.00 | 84,400.00 | | 0011 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 10 | EACH | 500.00 | 5,000.00 | | 0012 | 204-06-00100 | Temporary Silt Fencing | 2,125 | LNFT | 5.00 | 10,625.00 | | 0013 | 302-02-08520 | Class II Base Course (8-1/2" Thick) (Crushed Stone) | 2,594.8 | SQYD | 38.00 | 98,602.40 | | 0014 | 304-01-00100 | Lime | 6.18 | TON | 1,000.00 | 6,180.00 | | 0015 | 304-05-00100 | Lime Treatment (Type E) | 436 | SQYD | 50.00 | 21,800.00 | | 0016 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 29 | CUYD | 150.00 | 4,350.00 | | 0017 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 15 | CUYD | 175.00 | 2,625.00 | | 0018 | 502-01-00100 | Asphalt Concrete | 554.7 | TON | 175.00 | 97,072.50 | | 0019 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 171.6 | TON | 200.00 | 34,320.00 | | 0020 | 509-01-00100 | Milling Asphalt Pavement | 990 | SQYD | 25.00 | 24,750.00 | | 0021 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -41 | CUYD | 0.00 | 0.00 | | 0022 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | 82 | SQYD | 175.00 | 14,350.00 | | 0023 | 510-01-00260 | Pavement Patching (16 inch Minimum Thickness) | 82 | SQYD | 185.00 | 15,170.00 | | 0024 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 375 | LNFT | 30.00 | 11,250.00 | | 0025 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 110.00 | 22,000.00 | | 0026 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | 2 | EACH | 4,500.00 | 9,000.00 | | 0027 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 6 | EACH | 4,800.00 | 28,800.00 | | 0028 | 708-01-00100 | Right-of-Way Monument | 9 | EACH | 500.00 | 4,500.00 | | 0029 | 708-02-00100 | Right-of-Way Monument Witness Post | 9 | EACH | 500.00 | 4,500.00 | | 0030 | 711-01-03020 | Riprap (30 lb, 18" Thick) | 115 | SQYD | 185.00 | 21,275.00 | | 0031 | 711-01-05000 | Riprap (130 lb, 24" Thick) | 1,810 | SQYD | 95.00 | 171,950.00 | | 0032 | 711-04-00100 | Geotextile Fabric | 1,925 | SQYD | 3.00 | 5,775.00 | | 0033 | 712-04-00100 | Flexible Revetment | 350 | SQYD | 100.00 | 35,000.00 | | 0034 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 45,000.00 | 45,000.00 | | 0035 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.246 | MILE | 2,000.00 | 492.00 | | 0036 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 0.246 | MILE | 2,000.00 | 492.00 | | 0037 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.492 | MILE | 3,000.00 | 1,476.00 | | 0038 | 716-01-00100 | Mulch (Vegetative) | 10 | TON | 2,000.00 | 20,000.00 | | 0039 | 717-01-00100 | Seeding | 400 | LB | 25.00 | 10,000.00 | | 0040 | 718-01-00100 | Fertilizer | 5,000 | LB | 1.00 | 5,000.00 | | 0041 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 655 | SQYD | 10.00 | 6,550.00 | | 0042 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 142 | SQYD | 10.00 | 1,420.00 | | 0043 | 720-01-02040 | Erosion Control System, Flexible (Channel Liner) (Type E) | 311 | SQYD | 25.00 | 7,775.00 | | 0044 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 25,000.00 | 25,000.00 | | 0045 | 727-01-00100 | Mobilization | 1 | LUMP | 300,000.00 | 300,000.00 | | 0046 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 150.00 | 1,200.00 | | 0047 | 731-02-00100 | Reflectorized Raised Pavement Markers | 65 | EACH | 10.00 | 650.00 | | 0048 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.984 | MILE | 8,500.00 | 8,364.00 | | 0049 | 740-01-00100 | Construction Layout | 1 | LUMP | 30,000.00 | 30,000.00 | | 0050 | 805-01-00100 | Class A1 Concrete (Slab Span) | 351.89 | CUYD | 1,800.00 | 633,402.00 | | 0051 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 2,628 | SQFT | 3.00 | 7,884.00 | | 0052 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 2,628 | SQFT | 3.00 | 7,884.00 | | 0053 | 810-01-00100 | Concrete Bridge Railing (Standard) | 200 | LNFT | 185.00 | 37,000.00 | | 0054 | 810-01-00200 | Concrete Bridge Railing (Slotted) | 240 | LNFT | 200.00 | 48,000.00 | | 0055 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 5,120 | SQFT | 65.00 | 332,800.00 | | 0056 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | 264 | SFIN | 85.00 | 22,440.00 | | 0057 | 815-03-00300 | Joint Seal (Poured) | 449 | LNFT | 25.00 | 11,225.00 | | 0058 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 384 | LNFT | 8.00 | 3,072.00 | | 0059 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 512 | LNFT | 8.00 | 4,096.00 | | 0060 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 764 | INLF | 6.00 | 4,584.00 | | | | SUBTOTAL GENERAL | | | | 2,622,368 | | | | | | | | | | | Alternate AA1 | Alternate AA1 (Bridge Items - 18" Pile) | | | | | | | | | | | | | | 0061 | 804-01-00400 | Precast Concrete Piles (18") | 4,084 | LNFT | 110.00 | 449,240.00 | | 0062 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 101.49 | CUYD | 2,000.00 | 202,980.00 | | 0063 | 806-01-00100 | Deformed Reinforcing Steel | 82,797 | LB | 1.50 | 124,195.50 | | | | SUBTOTAL ALT AA1 | | | | 776,415.50 | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 3,398,783.80 |
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