| READV |
| ||
| DBE GOAL FED | |||
| Lead Project: 713-36-0103 | |||
| Parish: ORLEANS | |||
| Routes: | |||
| Description: MICHOUD BOULEVARD BRIDGE(NORTH AND SOUTH BOUND) | |||
| Type Const:
grading,drain struct,class ii base course,superpave asph, conc pavement,concrete slab span bridges,landscaping,water service,sanitary sewer, and related work. | |||
| Estimated Construction Cost: $2,576,693.30 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $3,819,844.80 |
| 2 | 42296 | M.R. PITTMAN GROUP, LLC | $4,472,070.80 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BOH BROS. CONSTRUCTION CO., LLC. |
- 2 - M.R. PITTMAN GROUP, LLC |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | lump | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-A-01 | removal of bridge (sta. 1+150.000 36.7m x 12.0m 3 span conc./steel) |
1 | ea | 90,000.00 | 90,000.00 | 270,000.00 | 270,000.00 | ||||
| 202-02-A-02 | removal of bridge (sta. 1+150.000 36.7m x 12.0m 3 span conc./steel) |
1 | ea | 90,000.00 | 90,000.00 | 270,000.00 | 270,000.00 | ||||
| 202-02-C-01 | removal of portland cement concrete pavement and asphalt concrete surfacing |
2,681 | sq m | 10.00 | 26,810.00 | 10.00 | 26,810.00 | ||||
| 202-02-D | removal of concrete walks & drives | 46 | sq m | 10.00 | 460.00 | 35.00 | 1,610.00 | ||||
| 202-02-E | removal of concrete curbs | 69.0 | ln m | 10.00 | 690.00 | 20.00 | 1,380.00 | ||||
| 202-02-F | removal of concrete combination curb & gutter | 571.1 | ln m | 12.00 | 6,853.20 | 17.00 | 9,708.70 | ||||
| 203-05-A | nonplastic embankment (vehicular measurement) | 1,035 | cu m | 18.00 | 18,630.00 | 30.00 | 31,050.00 | ||||
| 203-06 | excavation & embankment | lump | lump | 70,000.00 | 70,000.00 | 75,000.00 | 75,000.00 | ||||
| 204-02 | temporary hay or straw bales | 16 | ea | 20.00 | 320.00 | 25.00 | 400.00 | ||||
| 204-03 | temporary slope drains | 40 | ln m | 40.00 | 1,600.00 | 50.00 | 2,000.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 4 | ea | 350.00 | 1,400.00 | 500.00 | 2,000.00 | ||||
| 204-06 | temporary silt fencing | 120 | ln m | 10.00 | 1,200.00 | 20.00 | 2,400.00 | ||||
| 302-01-A | class ii base course (stone or recycled portland cement concrete) |
636.3 | cu m | 90.00 | 57,267.00 | 112.00 | 71,265.60 | ||||
| 502-01 | superpave asphaltic concrete | 1,070.9 | Mg | 130.00 | 139,217.00 | 115.00 | 123,153.50 | ||||
| 502-01-A | superpave asphaltic concrete,drives,turnouts and miscellaneous |
50.0 | Mg | 130.00 | 6,500.00 | 155.00 | 7,750.00 | ||||
| 702-03-I | catch basins (n.o. s. & w.board-curb inlet) | 1 | ea | 4,500.00 | 4,500.00 | 7,800.00 | 7,800.00 | ||||
| 702-04-A | adjusting manholes | 3 | ea | 1,700.00 | 5,100.00 | 800.00 | 2,400.00 | ||||
| 702-04-B | adjusting catch basins | 2 | ea | 2,000.00 | 4,000.00 | 1,100.00 | 2,200.00 | ||||
| 706-01-A-01 | concrete walk (100 mm thick)(reinforced) | 432.0 | sq m | 70.00 | 30,240.00 | 80.00 | 34,560.00 | ||||
| 706-02-C | concrete drive (150 mm thick) | 87.4 | sq m | 100.00 | 8,740.00 | 70.00 | 6,118.00 | ||||
| 707-01 | concrete curb | 19.6 | ln m | 60.00 | 1,176.00 | 100.00 | 1,960.00 | ||||
| 707-03-A | combination concrete curb & gutter (drain from curb) | 278.3 | ln m | 100.00 | 27,830.00 | 110.00 | 30,613.00 | ||||
| 707-03-B | combination concrete curb & gutter(drain to curb) | 251.9 | ln m | 100.00 | 25,190.00 | 110.00 | 27,709.00 | ||||
| 712-04 | flexible revetment | 1,080 | sq m | 100.00 | 108,000.00 | 40.00 | 43,200.00 | ||||
| 713-01 | temporary signs & barricades | lump | lump | 60,000.00 | 60,000.00 | 60,000.00 | 60,000.00 | ||||
| 713-03-A | temporary pavement markings (100 mm width) | 300 | ln m | 1.50 | 450.00 | 4.45 | 1,335.00 | ||||
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type 1 removable) |
1.700 | km | 12,000.00 | 20,400.00 | 11,640.00 | 19,788.00 | ||||
| 714-01 | slab sodding | 108 | sq m | 10.00 | 1,080.00 | 8.00 | 864.00 | ||||
| 716-01-A | mulch (vegetative) | 0.4 | hctr | 2,500.00 | 1,000.00 | 4,000.00 | 1,600.00 | ||||
| 717-01 | seeding | 14 | kg | 20.00 | 280.00 | 52.50 | 735.00 | ||||
| 718-01 | fertilizer | 454 | kg | 1.00 | 454.00 | 2.00 | 908.00 | ||||
| 719-01-A | plants (eastern red cedar, 3" caliper, 2" dbh, 12' height) |
12 | ea | 400.00 | 4,800.00 | 1,300.00 | 15,600.00 | ||||
| 719-01-B | plants (southern magnolia, 3" caliper, 2" dbh, 12' height) |
3 | ea | 400.00 | 1,200.00 | 1,600.00 | 4,800.00 | ||||
| 725-02 | temporary detour roads | 459.4 | sq m | 150.00 | 68,910.00 | 200.00 | 91,880.00 | ||||
| 727-01 | mobilization | lump | lump | 380,000.00 | 380,000.00 | 440,000.00 | 440,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | ea | 100.00 | 400.00 | 70.00 | 280.00 | ||||
| 740-01 | construction layout | lump | lump | 150,000.00 | 150,000.00 | 130,000.00 | 130,000.00 | ||||
| 744-01 | traffic control management | lump | lump | 90,000.00 | 90,000.00 | 100,000.00 | 100,000.00 | ||||
| 804-01-C | precast concrete piles (400 mm) | 1,785.0 | ln m | 168.00 | 299,880.00 | 250.00 | 446,250.00 | ||||
| 804-05-C | precast concrete test piles(400mm) | 1 | ea | 18,500.00 | 18,500.00 | 135,000.00 | 135,000.00 | ||||
| 804-09 | loading test piles | 1 | ea | 5,900.00 | 5,900.00 | 35,000.00 | 35,000.00 | ||||
| 804-10 | reloading test piles | 1 | ea | 750.00 | 750.00 | 5,000.00 | 5,000.00 | ||||
| 804-11 | redriving test piles | 1 | ea | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 | ||||
| 804-12 | loading permanent piles | 2 | ea | 5,000.00 | 10,000.00 | 5,000.00 | 10,000.00 | ||||
| 805-01-C | class a concrete (retaining walls) | 8.42 | cu m | 3,000.00 | 25,260.00 | 1,500.00 | 12,630.00 | ||||
| 805-01-F | class a concrete (bents) | 84.30 | cu m | 3,600.00 | 303,480.00 | 2,100.00 | 177,030.00 | ||||
| 805-03 | class aa concrete | 366.10 | cu m | 1,350.00 | 494,235.00 | 1,990.00 | 728,539.00 | ||||
| 806-01 | deformed reinforcing steel | 50,462 | kg | 2.50 | 126,155.00 | 2.00 | 100,924.00 | ||||
| 810-01 | concrete railing (barrier) | 84.00 | ln m | 450.00 | 37,800.00 | 450.00 | 37,800.00 | ||||
| 810-05 | pipe & concrete railing | 84.00 | ln m | 1,300.00 | 109,200.00 | 800.00 | 67,200.00 | ||||
| 813-01-A | concrete approach slabs (w/tapered barrier rails & sidewalk) |
289.68 | sq m | 445.00 | 128,907.60 | 250.00 | 72,420.00 | ||||
| S-002 | flashing arrow panel | 4 | ea | 10,000.00 | 40,000.00 | 10,000.00 | 40,000.00 | ||||
| S-005 | vibration monitoring | lump | lump | 30,000.00 | 30,000.00 | 60,000.00 | 60,000.00 | ||||
| S-007 | geotextile fabric | 6,088 | sq m | 2.00 | 12,176.00 | 2.00 | 12,176.00 | ||||
| S-010 | water main(12"(305mm)d.i. class 56) | 210 | ln m | 765.00 | 160,650.00 | 630.00 | 132,300.00 | ||||
| S-011 | gate valve with/manhole(12")(305mm) | 4 | each | 17,000.00 | 68,000.00 | 22,700.00 | 90,800.00 | ||||
| S-012 | pot holing | 10 | each | 1,000.00 | 10,000.00 | 700.00 | 7,000.00 | ||||
| S-013 | sewer force main (12"(305mm)d.i. class 56) | 270 | ln m | 1,085.00 | 292,950.00 | 826.00 | 223,020.00 | ||||
| S-014 | gate valve with/manhole(12")(305mm) | 5 | each | 19,000.00 | 95,000.00 | 23,600.00 | 118,000.00 | ||||
| S-015 | air release valve(2")(50mm) | 2 | each | 4,000.00 | 8,000.00 | 3,400.00 | 6,800.00 | ||||
| S-020 | geogrid | 2,884 | sq m | 6.00 | 17,304.00 | 6.00 | 17,304.00 | ||||
| CONTRACTOR TOTAL | 3,819,844.80 | 4,472,070.80 | |||||||||