| |||
| DBE GOAL FED | |||
| Lead Project: 713-59-0211 | |||
| Parish: WASHINGTON | |||
| Routes: | |||
| Description: BRIDGES IN WASHINGTON PARISH | |||
| Type Const:
drainage structures, superpave asphaltic concrete pavement, pavement widening, concrete slab span bridges and related work. | |||
| Estimated Construction Cost: $1,606,781.90 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 48896 | COMMAND CONSTRUCTION INDUSTRIES LLC | $1,596,074.75 |
| 2 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $1,691,847.75 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $2,146,634.25 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COMMAND CONSTRUCTION INDUSTRIES LLC |
- 2 - BOH BROS. CONSTRUCTION CO., LLC. |
- 3 - GUINN BROTHERS, LLC. |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 | 150,000.00 | 150,000.00 | ||
| 202-02-A-01 | removal of bridges (sta. 9+990.400; 7.3m x 9.4m timber bridge) |
1 | ea | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 12,500.00 | 12,500.00 | ||
| 202-02-A-02 | removal of bridges (sta. 10+150; 6.2m x 17.6m timber bridge) |
1 | ea | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | 15,000.00 | 15,000.00 | ||
| 202-02-A-03 | removal of bridges (sta. 10+150.160; 4.9m x 14.1m timber bridge) |
1 | ea | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | 12,500.00 | 12,500.00 | ||
| 202-02-A-04 | removal of bridges (sta. 10+150.024; 6.8m x 9.5m timber bridge) |
1 | ea | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 12,000.00 | 12,000.00 | ||
| 203-05 | excavation and embankment | lump | lump | 30,000.00 | 30,000.00 | 100,000.00 | 100,000.00 | 90,000.00 | 90,000.00 | ||
| 204-02 | temporary hay or straw bales | 8 | ea | 20.00 | 160.00 | 22.00 | 176.00 | 100.00 | 800.00 | ||
| 204-03 | temporary slope drains | 47 | ln m | 40.00 | 1,880.00 | 75.00 | 3,525.00 | 30.00 | 1,410.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 13 | ea | 150.00 | 1,950.00 | 270.00 | 3,510.00 | 200.00 | 2,600.00 | ||
| 204-06 | temporary silt fencing | 109 | ln m | 10.00 | 1,090.00 | 14.25 | 1,553.25 | 10.00 | 1,090.00 | ||
| 302-01 | class ii base course | 764.4 | cu m | 120.00 | 91,728.00 | 116.00 | 88,670.40 | 140.00 | 107,016.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
4 | cu m | 250.00 | 1,000.00 | 126.00 | 504.00 | 500.00 | 2,000.00 | ||
| 502-01 | superpave asphaltic concrete | 523.7 | Mg | 210.00 | 109,977.00 | 175.00 | 91,647.50 | 400.00 | 209,480.00 | ||
| 510-02 | pavement widening | 59.2 | sq m | 125.00 | 7,400.00 | 100.00 | 5,920.00 | 100.00 | 5,920.00 | ||
| 701-05-I | side drain pipe (600 mm) | 44.0 | ln m | 350.00 | 15,400.00 | 133.00 | 5,852.00 | 300.00 | 13,200.00 | ||
| 701-05-I-01 | side drain pipe (600 mm) (erosion) | 9.0 | ln m | 350.00 | 3,150.00 | 210.00 | 1,890.00 | 300.00 | 2,700.00 | ||
| 702-03-A | catch basins (cb-01) | 1 | ea | 3,500.00 | 3,500.00 | 4,500.00 | 4,500.00 | 6,000.00 | 6,000.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 225.00 | 6,858.00 | 220.00 | 6,705.60 | 260.00 | 7,924.80 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | ea | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 | 3,200.00 | 12,800.00 | ||
| 711-01-D | riprap (25 kg, 460mm thick ) | 595 | sq m | 40.00 | 23,800.00 | 110.00 | 65,450.00 | 100.00 | 59,500.00 | ||
| 711-04 | geotextile fabric | 595 | sq m | 2.50 | 1,487.50 | 2.75 | 1,636.25 | 5.00 | 2,975.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 | ||
| 716-01-A | mulch (vegetative) | 1,861.5 | kg | 0.50 | 930.75 | 1.50 | 2,792.25 | 4.30 | 8,004.45 | ||
| 717-01 | seeding | 19 | kg | 20.00 | 380.00 | 50.00 | 950.00 | 40.00 | 760.00 | ||
| 718-01 | fertilizer | 465 | kg | 1.00 | 465.00 | 3.75 | 1,743.75 | 2.00 | 930.00 | ||
| 725-03 | low profile runaround | 1 | each | 35,000.00 | 35,000.00 | 37,000.00 | 37,000.00 | 55,000.00 | 55,000.00 | ||
| 726-01 | bedding material | 150.8 | cu m | 100.00 | 15,080.00 | 125.00 | 18,850.00 | 110.00 | 16,588.00 | ||
| 727-01 | mobilization | lump | lump | 180,000.00 | 180,000.00 | 165,000.00 | 165,000.00 | 350,000.00 | 350,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 8 | ea | 60.00 | 480.00 | 70.00 | 560.00 | 100.00 | 800.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | ea | 80.00 | 640.00 | 80.00 | 640.00 | 150.00 | 1,200.00 | ||
| 740-01 | construction layout | lump | lump | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 | 15,000.00 | 15,000.00 | ||
| 804-01-B | precast concrete piles (350 mm) | 708.0 | ln m | 250.00 | 177,000.00 | 235.00 | 166,380.00 | 200.00 | 141,600.00 | ||
| 804-12 | loading permanent piles | 2 | ea | 5,000.00 | 10,000.00 | 5,000.00 | 10,000.00 | 1.00 | 2.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 42.54 | cu m | 600.00 | 25,524.00 | 2,500.00 | 106,350.00 | 1,750.00 | 74,445.00 | ||
| 805-10-A | bridge superstructure & substructure(90deg. xing 7.30m rdwy. with sidewalk) (c.i.p.) |
3 | span | 55,000.00 | 165,000.00 | 65,000.00 | 195,000.00 | 70,000.00 | 210,000.00 | ||
| 805-10-B | bridge superstructure & substructure (90deg. xing 8.50m rdwy.) (c.i.p.) |
4 | span | 40,000.00 | 160,000.00 | 60,000.00 | 240,000.00 | 58,000.00 | 232,000.00 | ||
| 805-12-I-01 | reinforced concrete box culverts (1500 mm x 1500 mm) (precast only, astm c- 850m) |
50.00 | ln m | 2,200.00 | 110,000.00 | 600.00 | 30,000.00 | 1,775.00 | 88,750.00 | ||
| 805-12-M | reinforced concrete box culverts (1800 mm x 1800 mm) | 50.00 | ln m | 2,400.00 | 120,000.00 | 650.00 | 32,500.00 | 1,875.00 | 93,750.00 | ||
| 806-01 | deformed reinforcing steel | 2,463 | kg | 1.50 | 3,694.50 | 2.25 | 5,541.75 | 3.00 | 7,389.00 | ||
| S-001 | vibration monitoring | lump | lump | 2,500.00 | 2,500.00 | 14,000.00 | 14,000.00 | 15,000.00 | 15,000.00 | ||
| S-101 | concrete approach slabs (90deg xing 8.5m rdwy.) (c.i.p.) |
2 | each | 25,000.00 | 50,000.00 | 13,000.00 | 26,000.00 | 13,000.00 | 26,000.00 | ||
| S-102 | concrete approach slabs (90deg xing 7.3m rdwy. with 1.525m sidewalk & tapered concrete barrier rail) (c.i.p.) |
2 | each | 30,000.00 | 60,000.00 | 13,500.00 | 27,000.00 | 16,000.00 | 32,000.00 | ||
| (c.i.p.) | |||||||||||
| CONTRACTOR TOTAL | 1,596,074.75 | 1,691,847.75 | 2,146,634.25 | ||||||||