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| DBE GOAL FED | |||
| Lead Project: 713-34-0105 | |||
| Parish: MOREHOUSE | |||
| Routes: | |||
| Description: DOWD & WHITE AVENUES,YELDELL & VINEY ROAD BRIDGES | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridge and related work. | |||
| Estimated Construction Cost: $1,412,047.20 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14788 | LOUISIANA BRIDGE, INC. | $1,195,583.69 |
| 2 | 23112 | BEN ALLEN, INC. | $1,198,332.00 |
| 3 | 25088 | RCS CONTRACTORS, INC. | $1,384,830.15 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - LOUISIANA BRIDGE, INC. |
- 2 - BEN ALLEN, INC. |
- 3 - RCS CONTRACTORS, 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 | 34,000.00 | 34,000.00 | 16,000.00 | 16,000.00 | 20,000.00 | 20,000.00 | ||
| 202-02-A-01 | removal of bridge(sta. 1+156.005,13.206m long x 7.450m wide; 3-span timber bridge w/timber piles) |
1 | ea | 7,500.00 | 7,500.00 | 3,500.00 | 3,500.00 | 20,000.00 | 20,000.00 | ||
| 202-02-A-02 | removal of bridge(sta. 1+158.000,17.624m long x 8.5m wide; 3-span timber bridge w/timber piles) |
1 | ea | 7,500.00 | 7,500.00 | 3,500.00 | 3,500.00 | 20,000.00 | 20,000.00 | ||
| 202-02-A-03 | removal of bridge(sta. 1+155.000,9.873m long x 7.145m wide; 2-span timber bridge w/timber piles) |
1 | ea | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | ||
| 202-02-A-04 | removal of bridge(sta. 1+154.700,9.102m long x 7.395m wide; 2-span timber bridge w/timber piles) |
1 | ea | 7,500.00 | 7,500.00 | 7,500.00 | 7,500.00 | 20,000.00 | 20,000.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 774.0 | sq m | 8.00 | 6,192.00 | 6.50 | 5,031.00 | 5.80 | 4,489.20 | ||
| 203-05 | excavation & embankment | lump | lump | 47,500.00 | 47,500.00 | 89,000.00 | 89,000.00 | 75,000.00 | 75,000.00 | ||
| 204-02 | temporary hay or straw bales | 75 | ea | 8.00 | 600.00 | 0.00 | 0.00 | 10.00 | 750.00 | ||
| 204-03 | temporary slope drains | 100 | ln m | 1.00 | 100.00 | 0.00 | 0.00 | 40.00 | 4,000.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 16 | ea | 85.50 | 1,368.00 | 0.00 | 0.00 | 400.00 | 6,400.00 | ||
| 204-06 | temporary silt fencing | 125 | ln m | 5.75 | 718.75 | 0.00 | 0.00 | 6.00 | 750.00 | ||
| 302-01 | class ii base course | 380.1 | cu m | 121.00 | 45,992.10 | 120.00 | 45,612.00 | 130.00 | 49,413.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
34 | cu m | 121.00 | 4,114.00 | 120.00 | 4,080.00 | 135.00 | 4,590.00 | ||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 59.5 | cu m | 121.00 | 7,199.50 | 120.00 | 7,140.00 | 120.00 | 7,140.00 | ||
| 502-01 | superpave asphaltic concrete | 348.4 | Mg | 200.00 | 69,680.00 | 195.00 | 67,938.00 | 250.00 | 87,100.00 | ||
| 701-05-G | side drain pipe (450 mm) | 26.0 | ln m | 122.25 | 3,178.50 | 112.00 | 2,912.00 | 120.00 | 3,120.00 | ||
| 701-05-G-01 | side drain pipe (450 mm)(erosion) | 26.0 | ln m | 122.25 | 3,178.50 | 112.00 | 2,912.00 | 120.00 | 3,120.00 | ||
| 701-05-I | side drain pipe (600 mm) | 46.0 | ln m | 165.50 | 7,613.00 | 142.00 | 6,532.00 | 141.50 | 6,509.00 | ||
| 701-05-I-01 | side drain pipe (600 mm)(erosion) | 46.0 | ln m | 165.50 | 7,613.00 | 142.00 | 6,532.00 | 141.50 | 6,509.00 | ||
| 701-05-K | side drain pipe (750 mm) | 21.0 | ln m | 250.00 | 5,250.00 | 150.00 | 3,150.00 | 196.52 | 4,126.92 | ||
| 701-05-K-01 | side drain pipe (750 mm)(erosion) | 21.0 | ln m | 250.00 | 5,250.00 | 150.00 | 3,150.00 | 196.52 | 4,126.92 | ||
| 702-03-B | catch basins (cb-02) | 4 | ea | 3,500.00 | 14,000.00 | 3,500.00 | 14,000.00 | 3,700.00 | 14,800.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 195.50 | 5,958.84 | 150.00 | 4,572.00 | 159.50 | 4,861.56 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | ea | 2,270.00 | 9,080.00 | 2,600.00 | 10,400.00 | 2,750.00 | 11,000.00 | ||
| 705-01 | barbed wire fence | 75 | ln m | 20.50 | 1,537.50 | 20.00 | 1,500.00 | 18.50 | 1,387.50 | ||
| 711-01-D | riprap (25 kg,460mm thick | 405 | sq m | 74.00 | 29,970.00 | 78.00 | 31,590.00 | 49.00 | 19,845.00 | ||
| 711-04 | geotextile fabric | 405 | sq m | 4.00 | 1,620.00 | 3.00 | 1,215.00 | 3.00 | 1,215.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 20,000.00 | 20,000.00 | 19,000.00 | 19,000.00 | 25,000.00 | 25,000.00 | ||
| 716-01-A | mulch (vegetative) | 1,755.0 | kg | 1.00 | 1,755.00 | 1.00 | 1,755.00 | 2.00 | 3,510.00 | ||
| 717-01 | seeding | 18 | kg | 20.50 | 369.00 | 100.00 | 1,800.00 | 38.50 | 693.00 | ||
| 718-01 | fertilizer | 437 | kg | 1.25 | 546.25 | 4.00 | 1,748.00 | 2.75 | 1,201.75 | ||
| 726-01 | bedding material | 359.4 | cu m | 230.00 | 82,662.00 | 80.00 | 28,752.00 | 135.00 | 48,519.00 | ||
| 727-01 | mobilization | lump | lump | 68,000.00 | 68,000.00 | 88,000.00 | 88,000.00 | 70,300.00 | 70,300.00 | ||
| 729-16-B | object marker assembly (type 2) | 12 | ea | 74.00 | 888.00 | 75.00 | 900.00 | 71.50 | 858.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | ea | 80.00 | 320.00 | 75.00 | 300.00 | 82.50 | 330.00 | ||
| 740-01 | construction layout | lump | lump | 11,000.00 | 11,000.00 | 12,000.00 | 12,000.00 | 25,000.00 | 25,000.00 | ||
| 804-01-C | precast concrete piles (400 mm) | 380.0 | ln m | 200.00 | 76,000.00 | 195.00 | 74,100.00 | 205.66 | 78,150.80 | ||
| 804-12 | loading permanent piles | 1 | ea | 1.00 | 1.00 | 0.00 | 0.00 | 11,000.00 | 11,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 106.35 | cu m | 1,475.00 | 156,866.25 | 1,310.00 | 139,318.50 | 1,600.00 | 170,160.00 | ||
| 805-10-A | bridge superstructure & substructure(8.5m clear roadway, 45 degree crossing)(cip bents) |
4 | span | 27,000.00 | 108,000.00 | 28,500.00 | 114,000.00 | 27,500.00 | 110,000.00 | ||
| 805-12-I | reinforced concrete box culverts (1500 mm x 1500 mm) | 50.00 | ln m | 1,450.00 | 72,500.00 | 1,650.00 | 82,500.00 | 2,100.00 | 105,000.00 | ||
| 805-12-S | reinforced concrete box culverts (2400 mm x 2400 mm) | 103.10 | ln m | 2,100.00 | 216,510.00 | 2,400.00 | 247,440.00 | 2,675.00 | 275,792.50 | ||
| 806-01 | deformed reinforcing steel | 6,381 | kg | 2.50 | 15,952.50 | 2.50 | 15,952.50 | 2.00 | 12,762.00 | ||
| S-101 | concrete approach slabs(8.5m clear roadway; 45 degree crossing) |
2 | ea | 9,500.00 | 19,000.00 | 8,500.00 | 17,000.00 | 9,400.00 | 18,800.00 | ||
| S-102 | vibration monitoring(for all pile driving operations) | lump | lump | 3,500.00 | 3,500.00 | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 | ||
| CONTRACTOR TOTAL | 1,195,583.69 | 1,198,332.00 | 1,384,830.15 | ||||||||