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| DBE GOAL FED | |||
| Lead Project: 713-09-0001 | |||
| Parish: CADDO | |||
| Routes: | |||
| Description: OFF-SYSTEM BRIDGES IN CADDO PARISH | |||
| Type Const:
removal of bridges, drainage strs., reinforced conc. box culverts, class ii base course, superpave asph. pavement, temp. detour road/bridge, cast-in-place bridge | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 18546 | C,W & W CONTRACTORS, INC. | $1,059,537.90 |
| 2 | 28218 | F. J. BURNELL, INC. | $1,113,753.85 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $1,169,694.62 |
| 12135 | BLOUNT BROS. CONSTRUCTION, INC. | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - C,W & W CONTRACTORS, INC. |
- 2 - F. J. BURNELL, INC. |
- 3 - GUINN BROTHERS, LLC. |
BLOUNT BROS. CONSTRUCTION, 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 | 28,000.00 | 28,000.00 | 30,000.00 | 30,000.00 | 30,500.00 | 30,500.00 | 60,000.00 | 60,000.00 |
| 202-02-A-01 | removal of bridge (sta. 0+150.0 17.983 l x 5.852 w, 3-span steel girder bridge) |
1 | ea | 10,000.00 | 10,000.00 | 4,000.00 | 4,000.00 | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 |
| 202-02-A-02 | removal of bridge (sta. 0+166.0 29.261 l x 7.102 w, 4-span steel girder wood deck) |
1 | ea | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 37,500.00 | 37,500.00 |
| 202-02-A-03 | removal of bridge (sta. 0+150.0 7.925 l x 8.047 w, single span steel girder) |
1 | ea | 6,000.00 | 6,000.00 | 3,000.00 | 3,000.00 | 6,000.00 | 6,000.00 | 32,500.00 | 32,500.00 |
| 202-02-A-04 | removal of bridge (sta. 0+150.0 7.927 l x 8.049 w,single span steel girder) |
1 | ea | 6,000.00 | 6,000.00 | 4,000.00 | 4,000.00 | 6,000.00 | 6,000.00 | 32,500.00 | 32,500.00 |
| 202-02-A-05 | removal of bridge (sta. 0+150.0 17.418 l x 6.424 w,3-span steel girder) |
1 | ea | 10,000.00 | 10,000.00 | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 | 35,000.00 | 35,000.00 |
| 203-06 | excavation & embankment | lump | lump | 35,000.00 | 35,000.00 | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 | 131,000.00 | 131,000.00 |
| 204-02 | temporary hay or straw bales | 108 | ea | 10.00 | 1,080.00 | 10.00 | 1,080.00 | 10.00 | 1,080.00 | 10.00 | 1,080.00 |
| 204-03 | temporary slope drains | 20 | ln m | 35.00 | 700.00 | 60.00 | 1,200.00 | 10.00 | 200.00 | 82.50 | 1,650.00 |
| 204-05-A | temporary sediment check dams (hay) | 32 | ea | 125.00 | 4,000.00 | 80.00 | 2,560.00 | 100.00 | 3,200.00 | 72.00 | 2,304.00 |
| 204-06 | temporary silt fencing | 2,580 | ln m | 1.00 | 2,580.00 | 5.25 | 13,545.00 | 1.75 | 4,515.00 | 9.85 | 25,413.00 |
| 302-01 | class ii base course | 382.4 | cu m | 90.00 | 34,416.00 | 60.00 | 22,944.00 | 85.00 | 32,504.00 | 78.50 | 30,018.40 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
43 | cu m | 70.00 | 3,010.00 | 70.00 | 3,010.00 | 85.00 | 3,655.00 | 130.00 | 5,590.00 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 19.6 | cu m | 85.00 | 1,666.00 | 80.00 | 1,568.00 | 85.00 | 1,666.00 | 130.00 | 2,548.00 |
| 502-01 | superpave asphaltic concrete | 368.8 | Mg | 125.00 | 46,100.00 | 165.00 | 60,852.00 | 150.00 | 55,320.00 | 200.00 | 73,760.00 |
| 701-01-P/Q | cross drain pipe (1350 mm rcp or 1500 mm cmp) | 78.0 | ln m | 500.00 | 39,000.00 | 425.00 | 33,150.00 | 615.00 | 47,970.00 | 525.00 | 40,950.00 |
| 701-01-Q | cross drain pipe (1500 mm rcp) | 88.0 | ln m | 700.00 | 61,600.00 | 465.00 | 40,920.00 | 760.00 | 66,880.00 | 820.00 | 72,160.00 |
| 704-01-A | guard rail (single thrie beam)(950 mm post spacing) | 89.46 | ln m | 185.00 | 16,550.10 | 162.00 | 14,492.52 | 152.00 | 13,597.92 | 230.00 | 20,575.80 |
| 704-08-B | guard rail transitions (double thrie beam) | 22.86 | ln m | 165.00 | 3,771.90 | 145.00 | 3,314.70 | 140.00 | 3,200.40 | 312.00 | 7,132.32 |
| 704-09 | guard rail anchor sections (turndown) | 53.34 | ln m | 85.00 | 4,533.90 | 77.00 | 4,107.18 | 75.00 | 4,000.50 | 400.00 | 21,336.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | ea | 2,250.00 | 9,000.00 | 2,000.00 | 8,000.00 | 2,000.00 | 8,000.00 | 2,500.00 | 10,000.00 |
| 705-01 | barbed wire fence | 295 | ln m | 20.00 | 5,900.00 | 16.50 | 4,867.50 | 15.00 | 4,425.00 | 26.25 | 7,743.75 |
| 705-02 | combination mesh & barbed wire fence | 5 | ln m | 50.00 | 250.00 | 100.00 | 500.00 | 200.00 | 1,000.00 | 48.00 | 240.00 |
| 706-02-A | concrete drive (100 mm thick) | 60.0 | sq m | 50.00 | 3,000.00 | 53.00 | 3,180.00 | 50.00 | 3,000.00 | 48.00 | 2,880.00 |
| 711-01-D | riprap (25 kg, 460 mm thick) | 293 | sq m | 60.00 | 17,580.00 | 36.00 | 10,548.00 | 50.00 | 14,650.00 | 48.00 | 14,064.00 |
| 711-04 | geotextile fabric | 293 | sq m | 3.00 | 879.00 | 2.75 | 805.75 | 5.00 | 1,465.00 | 1.80 | 527.40 |
| 713-01 | temporary signs & barricades | lump | lump | 25,000.00 | 25,000.00 | 18,000.00 | 18,000.00 | 36,000.00 | 36,000.00 | 60,000.00 | 60,000.00 |
| 713-03-A | temporary pavement markings (100mm width) | 31 | ln m | 13.00 | 403.00 | 10.00 | 310.00 | 15.00 | 465.00 | 13.00 | 403.00 |
| 713-05-A-01 | temporary pavement markings (solid line)(100 mm width) (type 1 removable) |
0.062 | km | 24,000.00 | 1,488.00 | 20,000.00 | 1,240.00 | 30,000.00 | 1,860.00 | 13,625.00 | 844.75 |
| 720-01-A | erosion control system, slope protection (type a) | 20 | sq m | 2.00 | 40.00 | 5.00 | 100.00 | 20.00 | 400.00 | 9.60 | 192.00 |
| 725-01 | temporary detour roads | 194.4 | ln m | 600.00 | 116,640.00 | 1,050.00 | 204,120.00 | 582.00 | 113,140.80 | 426.00 | 82,814.40 |
| 725-03-A | temporary detour bridging(4-6m x 7.3m) (90 degree crossing) |
24.00 | ln m | 3,500.00 | 84,000.00 | 5,500.00 | 132,000.00 | 3,500.00 | 84,000.00 | 4,150.00 | 99,600.00 |
| 726-01 | bedding material | 237.3 | cu m | 70.00 | 16,611.00 | 46.00 | 10,915.80 | 80.00 | 18,984.00 | 80.00 | 18,984.00 |
| 727-01 | mobilization | lump | lump | 45,000.00 | 45,000.00 | 70,000.00 | 70,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 |
| 729-16-B | object marker assembly (type 2) | 12 | ea | 65.00 | 780.00 | 55.00 | 660.00 | 65.00 | 780.00 | 100.00 | 1,200.00 |
| 729-16-C | object marker assembly (type 3) | 15 | ea | 80.00 | 1,200.00 | 72.00 | 1,080.00 | 75.00 | 1,125.00 | 125.00 | 1,875.00 |
| 737-03-A | painted traffic striping (solid line)(100 mm width) | 353 | ln m | 25.00 | 8,825.00 | 6.00 | 2,118.00 | 28.00 | 9,884.00 | 11.50 | 4,059.50 |
| 740-01 | construction layout | lump | lump | 15,000.00 | 15,000.00 | 7,000.00 | 7,000.00 | 25,000.00 | 25,000.00 | 60,000.00 | 60,000.00 |
| 804-01-B | precast concrete piles (350 mm) | 261.0 | ln m | 165.00 | 43,065.00 | 155.00 | 40,455.00 | 110.00 | 28,710.00 | 213.00 | 55,593.00 |
| 804-12 | loading permanent piles | 1 | ea | 500.00 | 500.00 | 250.00 | 250.00 | 1.00 | 1.00 | 20,000.00 | 20,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 42.40 | cu m | 1,200.00 | 50,880.00 | 720.00 | 30,528.00 | 1,000.00 | 42,400.00 | 975.00 | 41,340.00 |
| 805-10-A | bridge superstructure & substructure (7.3m clr rdwy; 60 degree crossing, (cip)) |
5 | span | 20,000.00 | 100,000.00 | 26,000.00 | 130,000.00 | 20,000.00 | 100,000.00 | 30,000.00 | 150,000.00 |
| 805-12-I | reinforced concrete box culverts (1500 mm x 1500 mm) | 78.00 | ln m | 1,200.00 | 93,600.00 | 1,000.00 | 78,000.00 | 1,200.00 | 93,600.00 | 1,312.00 | 102,336.00 |
| 805-12-M-01 | reinforced concrete box culverts (1800 mm x 1800 mm) (precast only, astm c-1443) |
54.90 | ln m | 1,400.00 | 76,860.00 | 1,350.00 | 74,115.00 | 1,700.00 | 93,330.00 | 1,640.00 | 90,036.00 |
| 806-01 | deformed reinforcing steel | 2,343 | kg | 3.00 | 7,029.00 | 1.80 | 4,217.40 | 2.00 | 4,686.00 | 3.30 | 7,731.90 |
| S-101 | concrete approach slabs (7.3m clr rdwy, 60 degree crossing, c.i.p.) |
1 | ea | 6,000.00 | 6,000.00 | 4,000.00 | 4,000.00 | 7,000.00 | 7,000.00 | 4,100.00 | 4,100.00 |
| S-102 | concrete approach slabs (7.3m clr rdwy, 60 degree crossing,tapered barrier rail) |
1 | ea | 6,000.00 | 6,000.00 | 4,000.00 | 4,000.00 | 7,500.00 | 7,500.00 | 5,710.00 | 5,710.00 |
| CONTRACTOR TOTAL | 1,059,537.90 | 1,113,753.85 | 1,169,694.62 | IRREGULAR | |||||||