| |||
| DBE GOAL FED | |||
| Lead Project: 089-01-0018 | |||
| Parish: NATCHITOCHES | |||
| Routes: LA 9 | |||
| Description: BLACK LAKE BRIDGE AND APPROACHES | |||
| Type Const:
grad, class ii bc, drain struct, superpave acp, type iii precast prestressed concrete girder bridge and related work. | |||
| Estimated Construction Cost: $15,319,891.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $15,501,219.74 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $16,298,906.74 |
| 3 | 42076 | AUSTIN BRIDGE & ROAD, LP | $16,600,000.30 |
| 4 | 12370 | HILL BROTHERS CONSTRUCTION CO., INC | $17,481,455.14 |
| 5 | 09090 | GUINN BROTHERS, LLC. | $22,359,351.23 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - AUSTIN BRIDGE & ROAD, LP |
- 4 - HILL BROTHERS CONSTRUCTION CO., INC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 1,000,000.00 | 1,000,000.00 | 180,000.00 | 180,000.00 | 805,433.00 | 805,433.00 | 500,000.00 | 500,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 30,000.00 | 30,000.00 | 10,500.00 | 10,500.00 | 105,000.00 | 105,000.00 | 20,000.00 | 20,000.00 |
| 202-02-A-01 | removal of bridge (sta. 10+283.16, 7.6m x 139.6m timber trestle bridge) |
1 | ea | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 125,000.00 | 125,000.00 |
| 202-02-B | removal of concrete box culverts (sta. 8+782.00; 10 m x 2 m x 1.22 m) |
1 | ea | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 18,142.8 | sq m | 4.70 | 85,271.16 | 4.50 | 81,642.60 | 5.00 | 90,714.00 | 5.50 | 99,785.40 |
| 202-02-H | removal of guard rail | 636 | ln m | 12.50 | 7,950.00 | 20.00 | 12,720.00 | 56.00 | 35,616.00 | 12.75 | 8,109.00 |
| 202-02-01 | removal of sign 4 ft x 4 ft | 1 | ea | 100.00 | 100.00 | 1.00 | 1.00 | 100.00 | 100.00 | 110.00 | 110.00 |
| 202-02-02 | removal of metal sign 3 ft x 6 ft | 1 | ea | 50.00 | 50.00 | 1.00 | 1.00 | 100.00 | 100.00 | 110.00 | 110.00 |
| 202-02-03 | removal of wood frame commercial building 30 ft x 45 ft |
1 | ea | 4,500.00 | 4,500.00 | 1.00 | 1.00 | 3,300.00 | 3,300.00 | 3,600.00 | 3,600.00 |
| 202-02-04 | removal of wood frame sign 8 ft x 8 ft | 1 | ea | 100.00 | 100.00 | 1.00 | 1.00 | 100.00 | 100.00 | 110.00 | 110.00 |
| 202-02-05 | removal of brick veneer residence 30 ft x 60 ft | 1 | ea | 4,500.00 | 4,500.00 | 1.00 | 1.00 | 5,500.00 | 5,500.00 | 6,100.00 | 6,100.00 |
| 202-02-06 | removal of wood frame shed 20 ft x 30 ft | 1 | ea | 1,500.00 | 1,500.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 1,650.00 | 1,650.00 |
| 203-01 | general excavation | 16,416 | cu m | 4.25 | 69,768.00 | 7.40 | 121,478.40 | 3.00 | 49,248.00 | 3.00 | 49,248.00 |
| 203-02 | drainage excavation | 1,050 | cu m | 18.00 | 18,900.00 | 15.00 | 15,750.00 | 7.85 | 8,242.50 | 8.75 | 9,187.50 |
| 203-04 | embankment | 41,772 | cu m | 17.00 | 710,124.00 | 16.00 | 668,352.00 | 10.00 | 417,720.00 | 9.25 | 386,391.00 |
| 204-02 | temporary hay or straw bales | 40 | ea | 25.00 | 1,000.00 | 17.00 | 680.00 | 20.00 | 800.00 | 22.00 | 880.00 |
| 204-05-A | temporary sediment check dams (hay) | 6 | ea | 220.00 | 1,320.00 | 300.00 | 1,800.00 | 200.00 | 1,200.00 | 220.00 | 1,320.00 |
| 204-06 | temporary silt fencing | 100 | ln m | 18.00 | 1,800.00 | 15.00 | 1,500.00 | 15.00 | 1,500.00 | 17.00 | 1,700.00 |
| 302-02-B | class ii base course (220 mm thick) | 9,241.4 | sq m | 31.00 | 286,483.40 | 28.00 | 258,759.20 | 35.00 | 323,449.00 | 40.00 | 369,656.00 |
| 304-01 | lime | 54.47 | Mg | 210.00 | 11,438.70 | 220.00 | 11,983.40 | 193.00 | 10,512.71 | 215.00 | 11,711.05 |
| 304-04-D | lime treatment (type d) (300 mm thick) | 7,198 | sq m | 2.00 | 14,396.00 | 1.50 | 10,797.00 | 3.00 | 21,594.00 | 3.50 | 25,193.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 3,200.0 | cu m | 16.00 | 51,200.00 | 20.00 | 64,000.00 | 5.00 | 16,000.00 | 1.10 | 3,520.00 |
| 502-01 | superpave asphaltic concrete | 2,020.6 | Mg | 133.00 | 268,739.80 | 130.00 | 262,678.00 | 132.26 | 267,244.56 | 145.00 | 292,987.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
675.4 | Mg | 167.00 | 112,791.80 | 180.00 | 121,572.00 | 166.88 | 112,710.75 | 185.00 | 124,949.00 |
| 701-01-Q | cross drain pipe (1500 mm rcp/pcp) | 22.0 | ln m | 845.00 | 18,590.00 | 1,500.00 | 33,000.00 | 1,600.00 | 35,200.00 | 1,775.00 | 39,050.00 |
| 701-05-F | side drain pipe (375 mm) | 7.0 | ln m | 200.00 | 1,400.00 | 420.00 | 2,940.00 | 252.00 | 1,764.00 | 280.00 | 1,960.00 |
| 701-05-G | side drain pipe (450 mm) | 26.0 | ln m | 225.00 | 5,850.00 | 340.00 | 8,840.00 | 260.00 | 6,760.00 | 290.00 | 7,540.00 |
| 701-05-M | side drain pipe (900 mm) | 56.0 | ln m | 365.00 | 20,440.00 | 460.00 | 25,760.00 | 541.00 | 30,296.00 | 600.00 | 33,600.00 |
| 702-03-A | catch basins (cb-01) | 2 | ea | 3,000.00 | 6,000.00 | 3,000.00 | 6,000.00 | 3,500.00 | 7,000.00 | 3,900.00 | 7,800.00 |
| 704-03 | blocked out guard rail | 150.50 | ln m | 75.00 | 11,287.50 | 110.00 | 16,555.00 | 74.96 | 11,281.48 | 85.00 | 12,792.50 |
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 202.00 | 6,156.96 | 275.00 | 8,382.00 | 201.77 | 6,149.95 | 225.00 | 6,858.00 |
| 704-11-A | guard rail end treatment (flared) | 3 | ea | 2,168.00 | 6,504.00 | 4,000.00 | 12,000.00 | 2,168.00 | 6,504.00 | 2,400.00 | 7,200.00 |
| 705-01 | barbed wire fence | 376 | ln m | 17.00 | 6,392.00 | 20.00 | 7,520.00 | 17.00 | 6,392.00 | 19.00 | 7,144.00 |
| 708-01 | right-of-way monument | 29 | ea | 185.00 | 5,365.00 | 350.00 | 10,150.00 | 120.00 | 3,480.00 | 100.00 | 2,900.00 |
| 708-02 | right-of-way monument witness post | 29 | ea | 60.00 | 1,740.00 | 350.00 | 10,150.00 | 120.00 | 3,480.00 | 38.00 | 1,102.00 |
| 712-03 | stone revetment | 265 | sq m | 85.00 | 22,525.00 | 90.00 | 23,850.00 | 60.00 | 15,900.00 | 65.00 | 17,225.00 |
| 713-01 | temporary signs & barricades | lump | lump | 50,000.00 | 50,000.00 | 200,000.00 | 200,000.00 | 100,000.00 | 100,000.00 | 15,000.00 | 15,000.00 |
| 713-03-A | temporary pavement markings (broken line)(100 mm width) (1.2 m length) |
0.050 | km | 1,000.00 | 50.00 | 4,000.00 | 200.00 | 200.00 | 10.00 | 225.00 | 11.25 |
| 713-03-B | temporary pavement markings (broken line)(100mm width) (3.0m length) |
0.050 | km | 185.00 | 9.25 | 475.00 | 23.75 | 185.00 | 9.25 | 205.00 | 10.25 |
| 713-04-A | temporary pavement markings (solid line)(100 mm width) | 0.400 | km | 370.00 | 148.00 | 3,200.00 | 1,280.00 | 370.00 | 148.00 | 410.00 | 164.00 |
| 717-01 | seeding | 119 | kg | 22.00 | 2,618.00 | 30.00 | 3,570.00 | 22.00 | 2,618.00 | 25.00 | 2,975.00 |
| 718-01 | fertilizer | 4,442 | kg | 1.10 | 4,886.20 | 1.50 | 6,663.00 | 1.10 | 4,886.20 | 1.25 | 5,552.50 |
| 720-01-A | erosion control system, slope protection (type a) | 867 | sq m | 1.90 | 1,647.30 | 2.25 | 1,950.75 | 1.90 | 1,647.30 | 2.10 | 1,820.70 |
| 722-01 | project site laboratory | 1 | ea | 30,000.00 | 30,000.00 | 80,000.00 | 80,000.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 |
| 725-03 | low profile runaround | 1 | ea | 65,000.00 | 65,000.00 | 250,000.00 | 250,000.00 | 130,000.00 | 130,000.00 | 125,000.00 | 125,000.00 |
| 726-01 | bedding material | 25.6 | cu m | 90.00 | 2,304.00 | 130.00 | 3,328.00 | 105.00 | 2,688.00 | 115.00 | 2,944.00 |
| 727-01 | mobilization | lump | lump | 1,550,000.00 | 1,550,000.00 | 1,600,000.00 | 1,600,000.00 | 1,660,000.00 | 1,660,000.00 | 1,500,000.00 | 1,500,000.00 |
| 729-16-C | object marker assembly (type 3) | 4 | ea | 75.00 | 300.00 | 120.00 | 480.00 | 75.00 | 300.00 | 85.00 | 340.00 |
| 731-02 | reflectorized raised pavement markers | 1,162 | ea | 4.50 | 5,229.00 | 6.50 | 7,553.00 | 4.50 | 5,229.00 | 5.00 | 5,810.00 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 9.302 | km | 1,543.00 | 14,352.99 | 1,800.00 | 16,743.60 | 1,543.00 | 14,352.99 | 1,700.00 | 15,813.40 |
| 732-02-D | plastic pavement striping (solid line)(300 mm width) | 0.416 | km | 9,777.00 | 4,067.23 | 5,900.00 | 2,454.40 | 9,777.00 | 4,067.23 | 11,000.00 | 4,576.00 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 0.096 | km | 600.00 | 57.60 | 540.00 | 51.84 | 600.00 | 57.60 | 665.00 | 63.84 |
| 740-01 | construction layout | lump | lump | 300,000.00 | 300,000.00 | 150,000.00 | 150,000.00 | 500,000.00 | 500,000.00 | 275,000.00 | 275,000.00 |
| 804-01-B | precast concrete piles (350 mm) | 41.6 | ln m | 157.00 | 6,531.20 | 340.00 | 14,144.00 | 315.00 | 13,104.00 | 200.00 | 8,320.00 |
| 804-01-C | precast concrete piles (400 mm) | 358.4 | ln m | 186.00 | 66,662.40 | 235.00 | 84,224.00 | 230.00 | 82,432.00 | 225.00 | 80,640.00 |
| 804-01-F | precast concrete piles (600 mm) | 7,187.4 | ln m | 260.00 | 1,868,724.00 | 380.00 | 2,731,212.00 | 265.00 | 1,904,661.00 | 350.00 | 2,515,590.00 |
| 804-05 | precast concrete test piles | 4 | ea | 60,000.00 | 240,000.00 | 65,000.00 | 260,000.00 | 25,000.00 | 100,000.00 | 15,000.00 | 60,000.00 |
| 804-09 | loading test piles | 4 | ea | 2,000.00 | 8,000.00 | 25,000.00 | 100,000.00 | 30,000.00 | 120,000.00 | 8,400.00 | 33,600.00 |
| 804-12 | loading permanent piles | 2 | ea | 20,000.00 | 40,000.00 | 5,000.00 | 10,000.00 | 18,500.00 | 37,000.00 | 6,000.00 | 12,000.00 |
| 804-17 | dynamic monitoring | 68 | ea | 800.00 | 54,400.00 | 500.00 | 34,000.00 | 1,500.00 | 102,000.00 | 3,400.00 | 231,200.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 45.28 | cu m | 1,100.00 | 49,808.00 | 1,800.00 | 81,504.00 | 1,500.00 | 67,920.00 | 2,000.00 | 90,560.00 |
| 805-01-F | class a concrete (bents) | 606.55 | cu m | 1,070.00 | 649,008.50 | 900.00 | 545,895.00 | 1,100.00 | 667,205.00 | 1,500.00 | 909,825.00 |
| 805-04 | class aa(m) concrete | 3,276.00 | cu m | 1,020.00 | 3,341,520.00 | 1,050.00 | 3,439,800.00 | 1,200.00 | 3,931,200.00 | 1,200.00 | 3,931,200.00 |
| 805-08-C | precast-prestressed concrete girders (type iii) | 5,716.80 | ln m | 270.00 | 1,543,536.00 | 260.00 | 1,486,368.00 | 400.00 | 2,286,720.00 | 370.00 | 2,115,216.00 |
| 805-11 | strip seal joints | 190.00 | ln m | 450.00 | 85,500.00 | 450.00 | 85,500.00 | 800.00 | 152,000.00 | 625.00 | 118,750.00 |
| 805-12-X | reinforced concrete box culverts (3000 mm x 3000 mm) | 28.40 | ln m | 3,700.00 | 105,080.00 | 4,500.00 | 127,800.00 | 5,628.00 | 159,835.20 | 6,500.00 | 184,600.00 |
| 806-01 | deformed reinforcing steel | 459,304 | kg | 2.90 | 1,331,981.60 | 2.75 | 1,263,086.00 | 2.12 | 973,724.48 | 3.20 | 1,469,772.80 |
| 807-08 | structural metalwork | lump | lump | 280,000.00 | 280,000.00 | 300,000.00 | 300,000.00 | 300,000.00 | 300,000.00 | 350,000.00 | 350,000.00 |
| 810-01 | concrete railing (barrier) | 2,901.94 | ln m | 160.00 | 464,310.40 | 245.00 | 710,975.30 | 145.44 | 422,058.15 | 230.00 | 667,446.20 |
| 813-01 | concrete approach slabs | 240.00 | sq m | 270.00 | 64,800.00 | 450.00 | 108,000.00 | 400.00 | 96,000.00 | 235.00 | 56,400.00 |
| S-101 | dynamic analysis | 68 | ea | 1,000.00 | 68,000.00 | 2,000.00 | 136,000.00 | 500.00 | 34,000.00 | 2,500.00 | 170,000.00 |
| S-102 | stainless steel deformed reinforcing steel | 16,704 | kg | 20.25 | 338,256.00 | 25.00 | 417,600.00 | 15.00 | 250,560.00 | 16.00 | 267,264.00 |
| S-103 | continuous deck control joint | 581.15 | ln m | 25.00 | 14,528.75 | 30.00 | 17,434.50 | 13.00 | 7,554.95 | 45.00 | 26,151.75 |
| S-104 | special anchor section | 1 | ea | 1,220.00 | 1,220.00 | 1,700.00 | 1,700.00 | 1,220.00 | 1,220.00 | 1,350.00 | 1,350.00 |
| CONTRACTOR TOTAL | 15,501,219.74 | 16,298,906.74 | 16,600,000.30 | 17,481,455.14 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - GUINN BROTHERS, LLC. |
|
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 1,650,000.00 | 1,650,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | lump | 50,000.00 | 50,000.00 | ||||||
| 202-02-A-01 | removal of bridge (sta. 10+283.16, 7.6m x 139.6m timber trestle bridge) |
1 | ea | 250,000.00 | 250,000.00 | ||||||
| 202-02-B | removal of concrete box culverts (sta. 8+782.00; 10 m x 2 m x 1.22 m) |
1 | ea | 35,000.00 | 35,000.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 18,142.8 | sq m | 6.00 | 108,856.80 | ||||||
| 202-02-H | removal of guard rail | 636 | ln m | 6.00 | 3,816.00 | ||||||
| 202-02-01 | removal of sign 4 ft x 4 ft | 1 | ea | 200.00 | 200.00 | ||||||
| 202-02-02 | removal of metal sign 3 ft x 6 ft | 1 | ea | 100.00 | 100.00 | ||||||
| 202-02-03 | removal of wood frame commercial building 30 ft x 45 ft |
1 | ea | 10,000.00 | 10,000.00 | ||||||
| 202-02-04 | removal of wood frame sign 8 ft x 8 ft | 1 | ea | 200.00 | 200.00 | ||||||
| 202-02-05 | removal of brick veneer residence 30 ft x 60 ft | 1 | ea | 10,000.00 | 10,000.00 | ||||||
| 202-02-06 | removal of wood frame shed 20 ft x 30 ft | 1 | ea | 3,000.00 | 3,000.00 | ||||||
| 203-01 | general excavation | 16,416 | cu m | 12.50 | 205,200.00 | ||||||
| 203-02 | drainage excavation | 1,050 | cu m | 13.00 | 13,650.00 | ||||||
| 203-04 | embankment | 41,772 | cu m | 25.00 | 1,044,300.00 | ||||||
| 204-02 | temporary hay or straw bales | 40 | ea | 10.00 | 400.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 6 | ea | 100.00 | 600.00 | ||||||
| 204-06 | temporary silt fencing | 100 | ln m | 15.00 | 1,500.00 | ||||||
| 302-02-B | class ii base course (220 mm thick) | 9,241.4 | sq m | 45.00 | 415,863.00 | ||||||
| 304-01 | lime | 54.47 | Mg | 350.00 | 19,064.50 | ||||||
| 304-04-D | lime treatment (type d) (300 mm thick) | 7,198 | sq m | 4.00 | 28,792.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 3,200.0 | cu m | 55.00 | 176,000.00 | ||||||
| 502-01 | superpave asphaltic concrete | 2,020.6 | Mg | 165.00 | 333,399.00 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
675.4 | Mg | 210.00 | 141,834.00 | ||||||
| 701-01-Q | cross drain pipe (1500 mm rcp/pcp) | 22.0 | ln m | 1,265.00 | 27,830.00 | ||||||
| 701-05-F | side drain pipe (375 mm) | 7.0 | ln m | 156.00 | 1,092.00 | ||||||
| 701-05-G | side drain pipe (450 mm) | 26.0 | ln m | 200.00 | 5,200.00 | ||||||
| 701-05-M | side drain pipe (900 mm) | 56.0 | ln m | 542.00 | 30,352.00 | ||||||
| 702-03-A | catch basins (cb-01) | 2 | ea | 5,000.00 | 10,000.00 | ||||||
| 704-03 | blocked out guard rail | 150.50 | ln m | 85.00 | 12,792.50 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 250.00 | 7,620.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 3 | ea | 2,750.00 | 8,250.00 | ||||||
| 705-01 | barbed wire fence | 376 | ln m | 20.00 | 7,520.00 | ||||||
| 708-01 | right-of-way monument | 29 | ea | 200.00 | 5,800.00 | ||||||
| 708-02 | right-of-way monument witness post | 29 | ea | 100.00 | 2,900.00 | ||||||
| 712-03 | stone revetment | 265 | sq m | 100.00 | 26,500.00 | ||||||
| 713-01 | temporary signs & barricades | lump | lump | 100,000.00 | 100,000.00 | ||||||
| 713-03-A | temporary pavement markings (broken line)(100 mm width) (1.2 m length) |
0.050 | km | 2,000.00 | 100.00 | ||||||
| 713-03-B | temporary pavement markings (broken line)(100mm width) (3.0m length) |
0.050 | km | 2,000.00 | 100.00 | ||||||
| 713-04-A | temporary pavement markings (solid line)(100 mm width) | 0.400 | km | 3,500.00 | 1,400.00 | ||||||
| 717-01 | seeding | 119 | kg | 45.00 | 5,355.00 | ||||||
| 718-01 | fertilizer | 4,442 | kg | 2.00 | 8,884.00 | ||||||
| 720-01-A | erosion control system, slope protection (type a) | 867 | sq m | 5.00 | 4,335.00 | ||||||
| 722-01 | project site laboratory | 1 | ea | 20,000.00 | 20,000.00 | ||||||
| 725-03 | low profile runaround | 1 | ea | 50,000.00 | 50,000.00 | ||||||
| 726-01 | bedding material | 25.6 | cu m | 130.00 | 3,328.00 | ||||||
| 727-01 | mobilization | lump | lump | 1,750,000.00 | 1,750,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 4 | ea | 100.00 | 400.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 1,162 | ea | 6.00 | 6,972.00 | ||||||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 9.302 | km | 2,000.00 | 18,604.00 | ||||||
| 732-02-D | plastic pavement striping (solid line)(300 mm width) | 0.416 | km | 5,800.00 | 2,412.80 | ||||||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 0.096 | km | 1,000.00 | 96.00 | ||||||
| 740-01 | construction layout | lump | lump | 335,000.00 | 335,000.00 | ||||||
| 804-01-B | precast concrete piles (350 mm) | 41.6 | ln m | 258.66 | 10,760.26 | ||||||
| 804-01-C | precast concrete piles (400 mm) | 358.4 | ln m | 258.00 | 92,467.20 | ||||||
| 804-01-F | precast concrete piles (600 mm) | 7,187.4 | ln m | 586.00 | 4,211,816.40 | ||||||
| 804-05 | precast concrete test piles | 4 | ea | 75,000.00 | 300,000.00 | ||||||
| 804-09 | loading test piles | 4 | ea | 1.00 | 4.00 | ||||||
| 804-12 | loading permanent piles | 2 | ea | 1.00 | 2.00 | ||||||
| 804-17 | dynamic monitoring | 68 | ea | 2,500.00 | 170,000.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 45.28 | cu m | 1,500.00 | 67,920.00 | ||||||
| 805-01-F | class a concrete (bents) | 606.55 | cu m | 1,350.00 | 818,842.50 | ||||||
| 805-04 | class aa(m) concrete | 3,276.00 | cu m | 1,050.00 | 3,439,800.00 | ||||||
| 805-08-C | precast-prestressed concrete girders (type iii) | 5,716.80 | ln m | 548.00 | 3,132,806.40 | ||||||
| 805-11 | strip seal joints | 190.00 | ln m | 435.00 | 82,650.00 | ||||||
| 805-12-X | reinforced concrete box culverts (3000 mm x 3000 mm) | 28.40 | ln m | 4,500.00 | 127,800.00 | ||||||
| 806-01 | deformed reinforcing steel | 459,304 | kg | 3.45 | 1,584,598.80 | ||||||
| 807-08 | structural metalwork | lump | lump | 300,000.00 | 300,000.00 | ||||||
| 810-01 | concrete railing (barrier) | 2,901.94 | ln m | 175.00 | 507,839.50 | ||||||
| 813-01 | concrete approach slabs | 240.00 | sq m | 350.00 | 84,000.00 | ||||||
| S-101 | dynamic analysis | 68 | ea | 1,200.00 | 81,600.00 | ||||||
| S-102 | stainless steel deformed reinforcing steel | 16,704 | kg | 22.40 | 374,169.60 | ||||||
| S-103 | continuous deck control joint | 581.15 | ln m | 27.80 | 16,155.97 | ||||||
| S-104 | special anchor section | 1 | ea | 1,500.00 | 1,500.00 | ||||||
| CONTRACTOR TOTAL | 22,359,351.23 | ||||||||||