Proposal:H.000689.6
Parish:St. Tammany
Routes:LA 433
Description:LA 433: SALT BAYOU BRIDGE
Type Construction:REMOVAL OF BRIDGE, GRADING, CLASS II BASE COURSE, LIME TREATMENT, TEMPORARY DETOUR ROAD, TEMPORARY DETOUR BRIDGING, PRECAST CONCRETE PILING, CONCRETE SLAB SPAN BRIDGE, ASPHALT CONCRETE OVERLAY, MILLING ASPHALT PAVEMENT, AND RELATED WORK.
Estimated Construction Cost:$3,279,316.64
| Rank | License | Bidder | Construction Bid |
| 1 | 39613 | BAKER PILE DRIVING AND SITE WORK LLC | $4,795,688.40 |
| 2 | 34567 | James Construction Group LLC | $4,806,388.45 |
| 3 | 39462 | JB JAMES CONSTRUCTION LLC | $4,950,010.99 |
| 4 | 00481 | COASTAL BRIDGE CO., L.L.C. | $4,994,950.05 |
| 5 | 00044 | GUINN CONSTRUCTION, LLC | $5,283,391.40 |
| 6 | 55519 | Key, LLC Of Mississippi | $7,280,843.89 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
BAKER PILE DRIVING AND SITE WORK LLC | - 2 -
James Construction Group LLC | - 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 | 2 | LUMP | 7,500.00 | 7,500.00 | 200,000.00 | 200,000.00 | 500,000.00 | 500,000.00 | 20,000.00 | 20,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 8,500.00 | 8,500.00 | 12,100.00 | 12,100.00 | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 455.9 | SQYD | 17.00 | 7,750.30 | 20.00 | 9,118.00 | 9.00 | 4,103.10 | 17.00 | 7,750.30 | | 0004 | 202-02-04000 | Removal of Bridge STA. 10+05 TO 11+73; 24' x 168' CONC. SLAB SPAN BRIDGE | 1 | EACH | 300,000.00 | 300,000.00 | 300,000.00 | 300,000.00 | 60,000.00 | 60,000.00 | 120,000.00 | 120,000.00 | | 0005 | 202-02-14500 | Removal of Guard Rail | 265 | LNFT | 12.00 | 3,180.00 | 10.00 | 2,650.00 | 10.00 | 2,650.00 | 10.00 | 2,650.00 | | 0006 | 202-02-38000 | Removal of Septic System | 1 | EACH | 5,500.00 | 5,500.00 | 345.00 | 345.00 | 3,300.00 | 3,300.00 | 3,500.00 | 3,500.00 | | 0007 | 202-02-38500 | Removal of Surfacing and Stabilized Base | 147 | SQYD | 65.00 | 9,555.00 | 15.00 | 2,205.00 | 16.00 | 2,352.00 | 20.00 | 2,940.00 | | 0008 | 203-02-00100 | Drainage Excavation | 408 | CUYD | 50.00 | 20,400.00 | 45.00 | 18,360.00 | 30.00 | 12,240.00 | 25.00 | 10,200.00 | | 0009 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 30,000.00 | 30,000.00 | 65,000.00 | 65,000.00 | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 | | 0010 | 203-07-00100 | Borrow (Vehicular Measurement) | 40 | CUYD | 80.00 | 3,200.00 | 100.00 | 4,000.00 | 100.00 | 4,000.00 | 80.00 | 3,200.00 | | 0011 | 203-08-00100 | Geotextile Fabric | 1,431 | SQYD | 2.50 | 3,577.50 | 7.00 | 10,017.00 | 2.00 | 2,862.00 | 4.00 | 5,724.00 | | 0012 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 2 | EACH | 160.00 | 320.00 | 175.00 | 350.00 | 125.00 | 250.00 | 125.00 | 250.00 | | 0013 | 204-06-00100 | Temporary Silt Fencing | 1,067 | LNFT | 2.00 | 2,134.00 | 5.00 | 5,335.00 | 1.50 | 1,600.50 | 2.00 | 2,134.00 | | 0014 | 302-02-06000 | Class II Base Course (12" Thick) | 1,186 | SQYD | 50.00 | 59,300.00 | 35.00 | 41,510.00 | 50.00 | 59,300.00 | 50.00 | 59,300.00 | | 0015 | 304-05-00100 | Lime Treatment (Type E) | 17 | TON | 850.00 | 14,450.00 | 900.00 | 15,300.00 | 600.00 | 10,200.00 | 700.00 | 11,900.00 | | 0016 | 401-01-00100 | Aggregate Surface Course (Net Section) | 11.3 | CUYD | 175.00 | 1,977.50 | 275.00 | 3,107.50 | 212.00 | 2,395.60 | 290.00 | 3,277.00 | | 0017 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 50 | CUYD | 30.00 | 1,500.00 | 150.00 | 7,500.00 | 200.00 | 10,000.00 | 175.00 | 8,750.00 | | 0018 | 704-03-00100 | Blocked Out Guard Rail | 231.2 | LNFT | 24.00 | 5,548.80 | 21.00 | 4,855.20 | 30.00 | 6,936.00 | 25.00 | 5,780.00 | | 0019 | 704-06-00100 | Guard Rail Anchor Sections (Trailing End) | 6.3 | LNFT | 100.00 | 630.00 | 65.00 | 409.50 | 80.00 | 504.00 | 75.00 | 472.50 | | 0020 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 100.00 | 10,000.00 | 85.00 | 8,500.00 | 75.00 | 7,500.00 | 100.00 | 10,000.00 | | 0021 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 3 | EACH | 3,300.00 | 9,900.00 | 2,400.00 | 7,200.00 | 2,600.00 | 7,800.00 | 2,800.00 | 8,400.00 | | 0022 | 708-01-00100 | Right-of-Way Monument | 8 | EACH | 45.00 | 360.00 | 300.00 | 2,400.00 | 250.00 | 2,000.00 | 400.00 | 3,200.00 | | 0023 | 708-02-00100 | Right-of-Way Monument Witness Post | 8 | EACH | 90.00 | 720.00 | 300.00 | 2,400.00 | 250.00 | 2,000.00 | 400.00 | 3,200.00 | | 0024 | 711-03-00300 | Riprap (30 lb) | 1,596.6 | TON | 75.00 | 119,745.00 | 75.00 | 119,745.00 | 83.00 | 132,517.80 | 80.00 | 127,728.00 | | 0025 | 711-04-00100 | Geotextile Fabric | 2,172 | SQYD | 1.50 | 3,258.00 | 2.50 | 5,430.00 | 1.00 | 2,172.00 | 4.00 | 8,688.00 | | 0026 | 712-04-00100 | Flexible Revetment | 616 | SQYD | 60.00 | 36,960.00 | 85.00 | 52,360.00 | 83.00 | 51,128.00 | 75.00 | 46,200.00 | | 0027 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 32,000.00 | 32,000.00 | 50,000.00 | 50,000.00 | 46,000.00 | 46,000.00 | 190,000.00 | 190,000.00 | | 0028 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 4,561 | LNFT | 1.50 | 6,841.50 | 0.05 | 228.05 | 0.10 | 456.10 | 0.50 | 2,280.50 | | 0029 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 59 | EACH | 30.00 | 1,770.00 | 4.00 | 236.00 | 4.00 | 236.00 | 7.10 | 418.90 | | 0030 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | | 0031 | 725-01-00100 | Temporary Detour Roads | 1,741.2 | SQYD | 60.00 | 104,472.00 | 70.00 | 121,884.00 | 94.00 | 163,672.80 | 130.00 | 226,356.00 | | 0032 | 725-02-00100 | Temporary Detour Bridging | 200 | LNFT | 3,450.00 | 690,000.00 | 3,500.00 | 700,000.00 | 4,800.00 | 960,000.00 | 3,100.00 | 620,000.00 | | 0033 | 725-03-00100 | Low Profile Runaround | 1 | EACH | 32,000.00 | 32,000.00 | 10,000.00 | 10,000.00 | 4,000.00 | 4,000.00 | 50,000.00 | 50,000.00 | | 0034 | 727-01-00100 | Mobilization | 1 | LUMP | 250,000.00 | 250,000.00 | 400,000.00 | 400,000.00 | 460,000.00 | 460,000.00 | 450,000.00 | 450,000.00 | | 0035 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 110.00 | 440.00 | 75.00 | 300.00 | 85.00 | 340.00 | 85.00 | 340.00 | | 0036 | 729-19-00300 | Dead End Road Installations (Type C) | 1 | EACH | 375.00 | 375.00 | 750.00 | 750.00 | 800.00 | 800.00 | 850.00 | 850.00 | | 0037 | 731-02-00100 | Reflectorized Raised Pavement Markers | 59 | EACH | 30.00 | 1,770.00 | 10.00 | 590.00 | 10.00 | 590.00 | 7.10 | 418.90 | | 0038 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.871 | MILE | 9,000.00 | 7,839.00 | 5,000.00 | 4,355.00 | 4,995.00 | 4,350.65 | 4,250.00 | 3,701.75 | | 0039 | 732-05-00100 | Removal of Existing Markings | 0.218 | MILE | 26,000.00 | 5,668.00 | 9,100.00 | 1,983.80 | 8,600.00 | 1,874.80 | 5,250.00 | 1,144.50 | | 0040 | 735-01-00100 | Mailboxes | 2 | EACH | 20.00 | 40.00 | 25.00 | 50.00 | 15.00 | 30.00 | 17.00 | 34.00 | | 0041 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 160.00 | 320.00 | 310.00 | 620.00 | 125.00 | 250.00 | 150.00 | 300.00 | | 0042 | 739-01-00100 | Hydro-Seeding | 1 | ACRE | 6,500.00 | 6,500.00 | 1,250.00 | 1,250.00 | 1,250.00 | 1,250.00 | 1,450.00 | 1,450.00 | | 0043 | 740-01-00100 | Construction Layout | 1 | LUMP | 65,000.00 | 65,000.00 | 60,000.00 | 60,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | | 0044 | 804-01-00600 | Precast Concrete Piles (24") | 3,240 | LNFT | 225.00 | 729,000.00 | 125.00 | 405,000.00 | 120.00 | 388,800.00 | 130.00 | 421,200.00 | | 0045 | 804-13-00100 | Precast Concrete Indicator Piles | 1 | EACH | 60,000.00 | 60,000.00 | 2,500.00 | 2,500.00 | 160,000.00 | 160,000.00 | 65,000.00 | 65,000.00 | | 0046 | 804-17-00100 | Dynamic Monitoring | 7 | EACH | 2,000.00 | 14,000.00 | 750.00 | 5,250.00 | 800.00 | 5,600.00 | 2,500.00 | 17,500.00 | | 0047 | 810-01-00100 | Concrete Railing (Standard Barrier) | 400 | LNFT | 200.00 | 80,000.00 | 170.00 | 68,000.00 | 140.00 | 56,000.00 | 180.00 | 72,000.00 | | 0048 | 813-01-00100 | Concrete Approach Slabs (Stainless Steel)) | 293 | SQYD | 900.00 | 263,700.00 | 1,150.00 | 336,950.00 | 1,300.00 | 380,900.00 | 1,500.00 | 439,500.00 | | 0049 | NS-203-00009 | Nonplastic Embankment (Stone) (Vehicular Measurement) | 396 | CUYD | 70.00 | 27,720.00 | 140.00 | 55,440.00 | 80.00 | 31,680.00 | 160.00 | 63,360.00 | | 0050 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 62 | LNFT | 12.00 | 744.00 | 10.00 | 620.00 | 25.00 | 1,550.00 | 4.00 | 248.00 | | 0051 | NS-500-00300 | Traffic Maintenance Superpave Asphaltic Concrete | 100 | TON | 150.00 | 15,000.00 | 275.00 | 27,500.00 | 70.00 | 7,000.00 | 80.00 | 8,000.00 | | 0052 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 4,147 | INLF | 0.40 | 1,658.80 | 1.00 | 4,147.00 | 1.00 | 4,147.00 | 5.00 | 20,735.00 | | 0053 | NS-502-01000 | Asphalt Concrete | 2,127.4 | TON | 125.00 | 265,925.00 | 90.00 | 191,466.00 | 90.00 | 191,466.00 | 105.00 | 223,377.00 | | 0054 | NS-502-01100 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 89.5 | TON | 250.00 | 22,375.00 | 170.00 | 15,215.00 | 170.00 | 15,215.00 | 200.00 | 17,900.00 | | 0055 | NS-509-01000 | Milling Asphalt Pavement | 644 | SQYD | 20.00 | 12,880.00 | 20.00 | 12,880.00 | 12.00 | 7,728.00 | 14.00 | 9,016.00 | | 0056 | NS-509-02000 | Contractor Retained Reclaimed Asphalt Pavement | -36 | CUYD | 1.00 | -36.00 | 1.00 | -36.00 | 0.01 | -0.36 | 1.20 | -43.20 | | 0057 | NS-700-00180 | Impact Attenuator (Construction Zone) | 4 | EACH | 10,000.00 | 40,000.00 | 9,000.00 | 36,000.00 | 4,800.00 | 19,200.00 | 12,500.00 | 50,000.00 | | 0058 | NS-700-00182 | Repair and Restoration of Impact Attenuator (Const Zone) | 4 | EACH | 8,000.00 | 32,000.00 | 6,000.00 | 24,000.00 | 1,600.00 | 6,400.00 | 2,500.00 | 10,000.00 | | 0059 | NS-724-00005 | Rumble Strips (Shoulder) | 0.4 | MILE | 20,000.00 | 8,000.00 | 3,000.00 | 1,200.00 | 650.00 | 260.00 | 11,850.00 | 4,740.00 | | 0060 | NS-800-00560 | Deformed Reinforcing Steel (Stainless Steel) | 123,451 | LB | 4.00 | 493,804.00 | 4.40 | 543,184.40 | 4.00 | 493,804.00 | 3.90 | 481,458.90 | | 0061 | NS-804-00001 | Vibration Monitoring | 36 | EACH | 2,000.00 | 72,000.00 | 500.00 | 18,000.00 | 500.00 | 18,000.00 | 850.00 | 30,600.00 | | 0062 | NS-804-00002 | Construction Site Survey | 1 | LUMP | 18,000.00 | 18,000.00 | 7,500.00 | 7,500.00 | 28,500.00 | 28,500.00 | 12,500.00 | 12,500.00 | | 0063 | NS-805-01001 | Class A1 Concrete (Slab Span) | 435.44 | CUYD | 1,150.00 | 500,756.00 | 1,400.00 | 609,616.00 | 600.00 | 261,264.00 | 1,500.00 | 653,160.00 | | 0064 | NS-805-01003 | Class A1 Concrete (Bent Cap) | 121.08 | CUYD | 2,000.00 | 242,160.00 | 1,400.00 | 169,512.00 | 1,700.00 | 205,836.00 | 2,000.00 | 242,160.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 4,795,688.40 | | 4,806,388.45 | | 4,950,010.99 | | 4,994,950.05 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
GUINN CONSTRUCTION, LLC | - 6 -
Key, LLC Of Mississippi | | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 2 | LUMP | 10,000.00 | 10,000.00 | 35,000.00 | 35,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 25,000.00 | 25,000.00 | 12,500.00 | 12,500.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 455.9 | SQYD | 10.00 | 4,559.00 | 13.00 | 5,926.70 | | 0004 | 202-02-04000 | Removal of Bridge STA. 10+05 TO 11+73; 24' x 168' CONC. SLAB SPAN BRIDGE | 1 | EACH | 100,000.00 | 100,000.00 | 115,000.00 | 115,000.00 | | 0005 | 202-02-14500 | Removal of Guard Rail | 265 | LNFT | 10.00 | 2,650.00 | 9.50 | 2,517.50 | | 0006 | 202-02-38000 | Removal of Septic System | 1 | EACH | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | | 0007 | 202-02-38500 | Removal of Surfacing and Stabilized Base | 147 | SQYD | 25.00 | 3,675.00 | 20.00 | 2,940.00 | | 0008 | 203-02-00100 | Drainage Excavation | 408 | CUYD | 25.00 | 10,200.00 | 32.75 | 13,362.00 | | 0009 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 45,000.00 | 45,000.00 | 115,000.00 | 115,000.00 | | 0010 | 203-07-00100 | Borrow (Vehicular Measurement) | 40 | CUYD | 75.00 | 3,000.00 | 175.00 | 7,000.00 | | 0011 | 203-08-00100 | Geotextile Fabric | 1,431 | SQYD | 5.00 | 7,155.00 | 4.00 | 5,724.00 | | 0012 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 2 | EACH | 500.00 | 1,000.00 | 250.00 | 500.00 | | 0013 | 204-06-00100 | Temporary Silt Fencing | 1,067 | LNFT | 3.00 | 3,201.00 | 7.95 | 8,482.65 | | 0014 | 302-02-06000 | Class II Base Course (12" Thick) | 1,186 | SQYD | 45.00 | 53,370.00 | 40.00 | 47,440.00 | | 0015 | 304-05-00100 | Lime Treatment (Type E) | 17 | TON | 850.00 | 14,450.00 | 660.00 | 11,220.00 | | 0016 | 401-01-00100 | Aggregate Surface Course (Net Section) | 11.3 | CUYD | 200.00 | 2,260.00 | 215.00 | 2,429.50 | | 0017 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 50 | CUYD | 100.00 | 5,000.00 | 165.00 | 8,250.00 | | 0018 | 704-03-00100 | Blocked Out Guard Rail | 231.2 | LNFT | 25.00 | 5,780.00 | 19.00 | 4,392.80 | | 0019 | 704-06-00100 | Guard Rail Anchor Sections (Trailing End) | 6.3 | LNFT | 160.00 | 1,008.00 | 80.00 | 504.00 | | 0020 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 75.00 | 7,500.00 | 75.00 | 7,500.00 | | 0021 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 3 | EACH | 3,000.00 | 9,000.00 | 2,600.00 | 7,800.00 | | 0022 | 708-01-00100 | Right-of-Way Monument | 8 | EACH | 1,000.00 | 8,000.00 | 150.00 | 1,200.00 | | 0023 | 708-02-00100 | Right-of-Way Monument Witness Post | 8 | EACH | 1,000.00 | 8,000.00 | 150.00 | 1,200.00 | | 0024 | 711-03-00300 | Riprap (30 lb) | 1,596.6 | TON | 90.00 | 143,694.00 | 100.00 | 159,660.00 | | 0025 | 711-04-00100 | Geotextile Fabric | 2,172 | SQYD | 5.00 | 10,860.00 | 3.75 | 8,145.00 | | 0026 | 712-04-00100 | Flexible Revetment | 616 | SQYD | 95.00 | 58,520.00 | 100.00 | 61,600.00 | | 0027 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,000.00 | 25,000.00 | 95,000.00 | 95,000.00 | | 0028 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 4,561 | LNFT | 0.15 | 684.15 | 1.15 | 5,245.15 | | 0029 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 59 | EACH | 8.00 | 472.00 | 5.00 | 295.00 | | 0030 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 20,000.00 | 20,000.00 | 155,000.00 | 155,000.00 | | 0031 | 725-01-00100 | Temporary Detour Roads | 1,741.2 | SQYD | 130.00 | 226,356.00 | 215.00 | 374,358.00 | | 0032 | 725-02-00100 | Temporary Detour Bridging | 200 | LNFT | 3,500.00 | 700,000.00 | 5,650.00 | 1,130,000.00 | | 0033 | 725-03-00100 | Low Profile Runaround | 1 | EACH | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | | 0034 | 727-01-00100 | Mobilization | 1 | LUMP | 875,000.00 | 875,000.00 | 1,415,000.00 | 1,415,000.00 | | 0035 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 85.00 | 340.00 | | 0036 | 729-19-00300 | Dead End Road Installations (Type C) | 1 | EACH | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | | 0037 | 731-02-00100 | Reflectorized Raised Pavement Markers | 59 | EACH | 20.00 | 1,180.00 | 23.50 | 1,386.50 | | 0038 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.871 | MILE | 7,500.00 | 6,532.50 | 7,300.00 | 6,358.30 | | 0039 | 732-05-00100 | Removal of Existing Markings | 0.218 | MILE | 12,000.00 | 2,616.00 | 21,000.00 | 4,578.00 | | 0040 | 735-01-00100 | Mailboxes | 2 | EACH | 100.00 | 200.00 | 500.00 | 1,000.00 | | 0041 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 100.00 | 200.00 | 500.00 | 1,000.00 | | 0042 | 739-01-00100 | Hydro-Seeding | 1 | ACRE | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 | | 0043 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 87,250.00 | 87,250.00 | | 0044 | 804-01-00600 | Precast Concrete Piles (24") | 3,240 | LNFT | 185.00 | 599,400.00 | 205.00 | 664,200.00 | | 0045 | 804-13-00100 | Precast Concrete Indicator Piles | 1 | EACH | 50,000.00 | 50,000.00 | 16,500.00 | 16,500.00 | | 0046 | 804-17-00100 | Dynamic Monitoring | 7 | EACH | 2,000.00 | 14,000.00 | 7,500.00 | 52,500.00 | | 0047 | 810-01-00100 | Concrete Railing (Standard Barrier) | 400 | LNFT | 165.00 | 66,000.00 | 315.00 | 126,000.00 | | 0048 | 813-01-00100 | Concrete Approach Slabs (Stainless Steel)) | 293 | SQYD | 1,382.00 | 404,926.00 | 1,650.00 | 483,450.00 | | 0049 | NS-203-00009 | Nonplastic Embankment (Stone) (Vehicular Measurement) | 396 | CUYD | 115.00 | 45,540.00 | 150.00 | 59,400.00 | | 0050 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 62 | LNFT | 75.00 | 4,650.00 | 50.00 | 3,100.00 | | 0051 | NS-500-00300 | Traffic Maintenance Superpave Asphaltic Concrete | 100 | TON | 250.00 | 25,000.00 | 205.00 | 20,500.00 | | 0052 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 4,147 | INLF | 2.00 | 8,294.00 | 5.00 | 20,735.00 | | 0053 | NS-502-01000 | Asphalt Concrete | 2,127.4 | TON | 115.00 | 244,651.00 | 90.00 | 191,466.00 | | 0054 | NS-502-01100 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 89.5 | TON | 215.00 | 19,242.50 | 170.00 | 15,215.00 | | 0055 | NS-509-01000 | Milling Asphalt Pavement | 644 | SQYD | 16.00 | 10,304.00 | 12.50 | 8,050.00 | | 0056 | NS-509-02000 | Contractor Retained Reclaimed Asphalt Pavement | -36 | CUYD | 0.00 | 0.00 | 0.01 | -0.36 | | 0057 | NS-700-00180 | Impact Attenuator (Construction Zone) | 4 | EACH | 10,000.00 | 40,000.00 | 14,500.00 | 58,000.00 | | 0058 | NS-700-00182 | Repair and Restoration of Impact Attenuator (Const Zone) | 4 | EACH | 7,000.00 | 28,000.00 | 5,000.00 | 20,000.00 | | 0059 | NS-724-00005 | Rumble Strips (Shoulder) | 0.4 | MILE | 12,500.00 | 5,000.00 | 12,000.00 | 4,800.00 | | 0060 | NS-800-00560 | Deformed Reinforcing Steel (Stainless Steel) | 123,451 | LB | 3.75 | 462,941.25 | 5.25 | 648,117.75 | | 0061 | NS-804-00001 | Vibration Monitoring | 36 | EACH | 1,000.00 | 36,000.00 | 750.00 | 27,000.00 | | 0062 | NS-804-00002 | Construction Site Survey | 1 | LUMP | 36,000.00 | 36,000.00 | 15,000.00 | 15,000.00 | | 0063 | NS-805-01001 | Class A1 Concrete (Slab Span) | 435.44 | CUYD | 1,250.00 | 544,300.00 | 1,400.00 | 609,616.00 | | 0064 | NS-805-01003 | Class A1 Concrete (Bent Cap) | 121.08 | CUYD | 1,500.00 | 181,620.00 | 2,305.00 | 279,089.40 | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 5,283,391.40 | | 7,280,843.89 |
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