| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 281-04-0021 | |||
| Parish: ST TAMMANY | |||
| Routes: LA 435 | |||
| Description: LA 435 BRIDGES | |||
| Type Const:
removal of timber bridges, grad, drain struct, lime trmt, class ii bc, cold planing acp, superpave acp, concrete slab span bridges, and related work. | |||
| Estimated Construction Cost: $4,248,936.20 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $4,909,077.10 |
| 2 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $4,950,554.10 |
| 3 | 09476 | KEY CONSTRUCTORS, INC. | $5,569,690.17 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - BARRIERE CONSTRUCTION CO., LLC. |
- 3 - KEY CONSTRUCTORS, INC. |
|
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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 | 250,000.00 | 250,000.00 | 235,000.00 | 235,000.00 | 100,000.00 | 100,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | lump | 35,000.00 | 35,000.00 | 13,000.00 | 13,000.00 | 10,000.00 | 10,000.00 | ||
| 202-02-A-01 | removal of bridge (sta. 1+450.21: 23.8m x 5.8m treated timber trestle) |
1 | ea | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | ||
| 202-02-A-02 | removal of bridge (sta. 1+621.80: 35.4m x 5.8m treated timber trestle) |
1 | ea | 52,000.00 | 52,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | ||
| 202-02-A-03 | removal of bridge (sta. 2+369.52: 11.9m x 7.6m treated timber trestle) |
1 | ea | 7,000.00 | 7,000.00 | 20,000.00 | 20,000.00 | 8,000.00 | 8,000.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 3,911.4 | sq m | 6.25 | 24,446.25 | 10.00 | 39,114.00 | 8.00 | 31,291.20 | ||
| 203-01 | general excavation (plan quantity) | 4,276 | cu m | 12.00 | 51,312.00 | 12.00 | 51,312.00 | 10.00 | 42,760.00 | ||
| 203-03 | embankment (plan quantity) | 18,637 | cu m | 17.00 | 316,829.00 | 26.00 | 484,562.00 | 36.00 | 670,932.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 25 | ea | 330.00 | 8,250.00 | 80.00 | 2,000.00 | 150.00 | 3,750.00 | ||
| 204-06 | temporary silt fencing | 3,000 | ln m | 24.00 | 72,000.00 | 5.00 | 15,000.00 | 10.00 | 30,000.00 | ||
| 302-02-D | class ii base course (220 mm thick) | 12,098.5 | sq m | 32.00 | 387,152.00 | 30.00 | 362,955.00 | 42.00 | 508,137.00 | ||
| 304-05 | lime treatment (type e) | 936.92 | Mg | 100.00 | 93,692.00 | 10.00 | 9,369.20 | 225.00 | 210,807.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
21 | cu m | 100.00 | 2,100.00 | 150.00 | 3,150.00 | 100.00 | 2,100.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | cu m | 100.00 | 5,000.00 | 100.00 | 5,000.00 | 115.00 | 5,750.00 | ||
| 502-01 | superpave asphaltic concrete | 4,875.1 | Mg | 100.00 | 487,510.00 | 105.00 | 511,885.50 | 170.00 | 828,767.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
339.9 | Mg | 170.00 | 57,783.00 | 165.00 | 56,083.50 | 250.00 | 84,975.00 | ||
| 509-01 | cold planing asphaltic pavement | 5,384 | sq m | 3.00 | 16,152.00 | 5.00 | 26,920.00 | 7.00 | 37,688.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement 50% | - 135 | cu m | 0.10 | - 13.50 | 1.00 | - 135.00 | 0.00 | 0.00 | ||
| 510-01-B | pavement patching (300 mm minimum thickness) | 100 | sq m | 150.00 | 15,000.00 | 165.00 | 16,500.00 | 300.00 | 30,000.00 | ||
| 701-01-I | cross drain pipe (600 mm rcp/pcp) | 19.4 | ln m | 400.00 | 7,760.00 | 560.00 | 10,864.00 | 550.00 | 10,670.00 | ||
| 701-02-H | cross drain pipe arch (1200 mm equiv. rcpa) | 16.5 | ln m | 900.00 | 14,850.00 | 1,450.00 | 23,925.00 | 850.00 | 14,025.00 | ||
| 701-05-G | side drain pipe (450 mm) | 89.4 | ln m | 155.00 | 13,857.00 | 225.00 | 20,115.00 | 215.00 | 19,221.00 | ||
| 701-05-I | side drain pipe (600 mm) | 35.6 | ln m | 190.00 | 6,764.00 | 270.00 | 9,612.00 | 250.00 | 8,900.00 | ||
| 702-07-A | cross drain safety end (type 1) | 2 | ea | 5,550.00 | 11,100.00 | 2,500.00 | 5,000.00 | 2,500.00 | 5,000.00 | ||
| 702-07-B | cross drain safety end (type 2) | 2 | ea | 2,250.00 | 4,500.00 | 5,000.00 | 10,000.00 | 5,700.00 | 11,400.00 | ||
| 702-08-A | side drain safety end (type 1) | 7 | ea | 2,000.00 | 14,000.00 | 2,000.00 | 14,000.00 | 2,500.00 | 17,500.00 | ||
| 704-03 | blocked out guard rail | 323.61 | ln m | 65.00 | 21,034.65 | 80.00 | 25,888.80 | 66.00 | 21,358.26 | ||
| 704-08-B | guard rail transition (double thrie beam) | 60.96 | ln m | 175.00 | 10,668.00 | 200.00 | 12,192.00 | 195.00 | 11,887.20 | ||
| 704-11-B | guard rail end treatment (tangent) | 4 | each | 2,750.00 | 11,000.00 | 3,500.00 | 14,000.00 | 2,500.00 | 10,000.00 | ||
| 705-06-A | chain link fence (1200 mm height) | 94 | ln m | 70.00 | 6,580.00 | 80.00 | 7,520.00 | 72.00 | 6,768.00 | ||
| 705-08-A | 1.5-meter double gates for chain link fence (1200 mm height) |
1 | dbgt | 550.00 | 550.00 | 600.00 | 600.00 | 800.00 | 800.00 | ||
| 708-01 | right-of-way monument | 32 | ea | 150.00 | 4,800.00 | 150.00 | 4,800.00 | 250.00 | 8,000.00 | ||
| 708-02 | right-of-way monument witness post | 32 | ea | 55.00 | 1,760.00 | 100.00 | 3,200.00 | 200.00 | 6,400.00 | ||
| 711-01-C | riprap (15 kg, 300 mm thick) | 282 | sq m | 90.00 | 25,380.00 | 70.00 | 19,740.00 | 100.00 | 28,200.00 | ||
| 711-04 | geotextile fabric | 282 | sq m | 4.00 | 1,128.00 | 3.00 | 846.00 | 4.25 | 1,198.50 | ||
| 712-04 | flexible revetment | 1,260.0 | sq m | 95.00 | 119,700.00 | 88.00 | 110,880.00 | 95.00 | 119,700.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 75,000.00 | 75,000.00 | 120,000.00 | 120,000.00 | 50,000.00 | 50,000.00 | ||
| 713-03-B | temporary pavement markings (broken line)(100 mm width) (3.0 |
1.800 | km | 250.00 | 450.00 | 350.00 | 630.00 | 235.00 | 423.00 | ||
| 713-04-A | temporary pavement markings (solid line)(100 mm width) | 3.600 | km | 500.00 | 1,800.00 | 400.00 | 1,440.00 | 480.00 | 1,728.00 | ||
| 713-06 | temporary reflectorized raised pavement markers | 150 | ea | 3.50 | 525.00 | 6.00 | 900.00 | 3.75 | 562.50 | ||
| 713-08 | temporary precast concrete barrier (department furnished) |
105 | ea | 500.00 | 52,500.00 | 400.00 | 42,000.00 | 525.00 | 55,125.00 | ||
| 722-01 | project site laboratory | 1 | ea | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | ||
| 726-01 | bedding material | 241.9 | cu m | 135.00 | 32,656.50 | 150.00 | 36,285.00 | 110.00 | 26,609.00 | ||
| 727-01 | mobilization | lump | lump | 490,000.00 | 490,000.00 | 490,000.00 | 490,000.00 | 325,000.00 | 325,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 4 | ea | 65.00 | 260.00 | 55.00 | 220.00 | 65.00 | 260.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | ea | 80.00 | 640.00 | 90.00 | 720.00 | 75.00 | 600.00 | ||
| 731-02 | reflectorized raised pavement markers | 140 | ea | 5.50 | 770.00 | 6.00 | 840.00 | 5.10 | 714.00 | ||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 3.213 | km | 1,900.00 | 6,104.70 | 2,000.00 | 6,426.00 | 1,810.00 | 5,815.53 | ||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 1.608 | km | 500.00 | 804.00 | 700.00 | 1,125.60 | 472.00 | 758.98 | ||
| 735-01 | mailboxes | 5 | ea | 6.50 | 32.50 | 12.00 | 60.00 | 250.00 | 1,250.00 | ||
| 735-02 | mailbox supports (single) | 1 | ea | 170.00 | 170.00 | 200.00 | 200.00 | 250.00 | 250.00 | ||
| 735-04 | mailbox supports (multiple) | 1 | ea | 300.00 | 300.00 | 330.00 | 330.00 | 500.00 | 500.00 | ||
| 739-01 | hydro-seeding | 2 | hctr | 3,000.00 | 6,000.00 | 4,000.00 | 8,000.00 | 3,800.00 | 7,600.00 | ||
| 740-01 | construction layout | lump | lump | 75,000.00 | 75,000.00 | 60,000.00 | 60,000.00 | 75,000.00 | 75,000.00 | ||
| 804-01-C | precast concrete piles (400 mm) | 2,002.50 | ln m | 175.00 | 350,437.50 | 185.00 | 370,462.50 | 190.00 | 380,475.00 | ||
| 804-05 | precast concrete test piles (400 mm) | 1 | ea | 16,000.00 | 16,000.00 | 16,000.00 | 16,000.00 | 25,000.00 | 25,000.00 | ||
| 804-09 | loading test piles | 1 | ea | 18,000.00 | 18,000.00 | 18,000.00 | 18,000.00 | 20,000.00 | 20,000.00 | ||
| 804-10 | reloading test piles | 1 | ea | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | ||
| 804-11 | redriving test piles | 1 | ea | 3,000.00 | 3,000.00 | 3,200.00 | 3,200.00 | 2,000.00 | 2,000.00 | ||
| 804-12 | loading permanent piles | 3 | ea | 10,000.00 | 30,000.00 | 11,000.00 | 33,000.00 | 5,000.00 | 15,000.00 | ||
| 804-17 | dynamic monitoring | 3 | each | 2,750.00 | 8,250.00 | 2,800.00 | 8,400.00 | 2,500.00 | 7,500.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 18.84 | cu m | 3,000.00 | 56,520.00 | 2,000.00 | 37,680.00 | 1,600.00 | 30,144.00 | ||
| 805-01-F | class a concrete (bents) | 112.08 | cu m | 1,300.00 | 145,704.00 | 1,450.00 | 162,516.00 | 1,500.00 | 168,120.00 | ||
| 805-03 | class aa concrete | 506.34 | cu m | 1,200.00 | 607,608.00 | 1,300.00 | 658,242.00 | 1,200.00 | 607,608.00 | ||
| 805-12-L | reinforced concrete box culverts (2400 mm x 1500 mm) | 107.20 | ln m | 2,500.00 | 268,000.00 | 2,000.00 | 214,400.00 | 3,150.00 | 337,680.00 | ||
| 806-01 | deformed reinforcing steel | 61,342 | kg | 2.75 | 168,690.50 | 3.00 | 184,026.00 | 3.00 | 184,026.00 | ||
| 810-01 | concrete railing (barrier) | 216.00 | ln m | 225.00 | 48,600.00 | 240.00 | 51,840.00 | 250.00 | 54,000.00 | ||
| 813-01 | concrete approach slabs | 590.40 | sq m | 275.00 | 162,360.00 | 280.00 | 165,312.00 | 265.00 | 156,456.00 | ||
| S-001 | dynamic message sign unit | 4 | ea | 13,000.00 | 52,000.00 | 11,000.00 | 44,000.00 | 16,000.00 | 64,000.00 | ||
| S-101 | dynamic analysis | 3 | each | 2,750.00 | 8,250.00 | 2,800.00 | 8,400.00 | 2,500.00 | 7,500.00 | ||
| CONTRACTOR TOTAL | 4,909,077.10 | 4,950,554.10 | 5,569,690.17 | ||||||||