| |||
| DBE GOAL FED | |||
| Lead Project: 713-20-0111 | |||
| Parish: EVANGELINE | |||
| Routes: | |||
| Description: LEMAN ROAD BRIDGES OVER BAYOU MARSH AND BEAVER CREEK | |||
| Type Const:
clearing and grubbing, grading, class ii base course, drainage structures, superpave asphaltic concrete pavement, concrete slab span bridges, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $393,405.92 |
| 2 | 25747 | KOSTMAYER CONSTRUCTION, LLC | $450,699.30 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $461,361.50 |
| 4 | 00060 | F. MILLER & SONS, LLC | $489,794.10 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - KOSTMAYER CONSTRUCTION, LLC |
- 3 - GUINN BROTHERS, LLC. |
- 4 - F. MILLER & SONS, LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 20,000.00 | 20,000.00 | 14,000.00 | 14,000.00 | 18,000.00 | 18,000.00 | 20,000.00 | 20,000.00 |
| 202-02-A-01 | removal of bridges (sta.3+000 - 6.10 m x 10.93 m timber bridge with guard rails) |
1 | ea | 5,000.00 | 5,000.00 | 4,500.00 | 4,500.00 | 3,500.00 | 3,500.00 | 3,900.00 | 3,900.00 |
| 202-02-A-02 | removal of bridges (sta.2+981.95 - 5.75 m x 4.12 m timer bridge with guard rails) |
1 | ea | 5,000.00 | 5,000.00 | 4,500.00 | 4,500.00 | 2,000.00 | 2,000.00 | 3,900.00 | 3,900.00 |
| 202-02-A-03 | removal of bridges (sta. 3+000 - 5.46 m x 9.51 m timber bridge) |
1 | ea | 5,000.00 | 5,000.00 | 4,500.00 | 4,500.00 | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 1,116.0 | sq m | 2.00 | 2,232.00 | 3.50 | 3,906.00 | 4.00 | 4,464.00 | 5.00 | 5,580.00 |
| 203-06 | excavation & embankment | lump | lump | 35,000.00 | 35,000.00 | 55,706.00 | 55,706.00 | 42,000.00 | 42,000.00 | 106,000.00 | 106,000.00 |
| 204-02 | temporary hay or straw bales | 150 | ea | 5.00 | 750.00 | 10.00 | 1,500.00 | 10.00 | 1,500.00 | 7.00 | 1,050.00 |
| 204-03 | temporary slope drains | 50 | ln m | 15.00 | 750.00 | 40.00 | 2,000.00 | 10.00 | 500.00 | 14.00 | 700.00 |
| 204-05-A | temporary sediment check dams (hay) | 8 | ea | 150.00 | 1,200.00 | 110.00 | 880.00 | 100.00 | 800.00 | 131.00 | 1,048.00 |
| 204-06 | temporary silt fencing | 130 | ln m | 8.00 | 1,040.00 | 5.00 | 650.00 | 4.00 | 520.00 | 5.00 | 650.00 |
| 302-01 | class ii base course | 262.5 | cu m | 85.00 | 22,312.50 | 50.00 | 13,125.00 | 85.00 | 22,312.50 | 67.00 | 17,587.50 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
22 | cu m | 100.00 | 2,200.00 | 55.00 | 1,210.00 | 100.00 | 2,200.00 | 67.00 | 1,474.00 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 93.2 | cu m | 100.00 | 9,320.00 | 55.00 | 5,126.00 | 75.00 | 6,990.00 | 63.00 | 5,871.60 |
| 502-01 | superpave asphaltic concrete | 251.6 | Mg | 130.00 | 32,708.00 | 160.00 | 40,256.00 | 120.00 | 30,192.00 | 162.00 | 40,759.20 |
| 701-01-S | cross drain pipe (1800 mm rcp) | 37.2 | ln m | 825.00 | 30,690.00 | 1,100.00 | 40,920.00 | 1,250.00 | 46,500.00 | 1,100.00 | 40,920.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 143.00 | 4,358.64 | 150.00 | 4,572.00 | 155.00 | 4,724.40 | 130.00 | 3,962.40 |
| 704-09 | guard rail anchor sections (turndown) | 30.48 | ln m | 86.00 | 2,621.28 | 115.00 | 3,505.20 | 95.00 | 2,895.60 | 100.00 | 3,048.00 |
| 712-04 | flexible revetment | 271 | sq m | 50.00 | 13,550.00 | 53.00 | 14,363.00 | 58.00 | 15,718.00 | 44.00 | 11,924.00 |
| 713-01 | temporary signs & barricades | lump | lump | 13,500.00 | 13,500.00 | 14,500.00 | 14,500.00 | 12,500.00 | 12,500.00 | 24,000.00 | 24,000.00 |
| 726-01 | bedding material | 94.1 | cu m | 65.00 | 6,116.50 | 55.00 | 5,175.50 | 80.00 | 7,528.00 | 80.00 | 7,528.00 |
| 727-01 | mobilization | lump | lump | 14,000.00 | 14,000.00 | 50,000.00 | 50,000.00 | 65,000.00 | 65,000.00 | 43,000.00 | 43,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | ea | 65.00 | 260.00 | 61.00 | 244.00 | 65.00 | 260.00 | 58.00 | 232.00 |
| 729-16-C | object marker assembly (type 3) | 8 | ea | 66.00 | 528.00 | 72.00 | 576.00 | 80.00 | 640.00 | 68.00 | 544.00 |
| 740-01 | construction layout | lump | lump | 6,500.00 | 6,500.00 | 19,000.00 | 19,000.00 | 6,000.00 | 6,000.00 | 7,100.00 | 7,100.00 |
| 804-01-B | precast concrete piles (350 mm) | 252.0 | ln m | 150.00 | 37,800.00 | 123.00 | 30,996.00 | 135.00 | 34,020.00 | 123.00 | 30,996.00 |
| 804-12 | loading permanent piles | 1 | ea | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 | 100.00 | 100.00 |
| 805-01-A | class a concrete (pipe headwalls) | 42.22 | cu m | 1,000.00 | 42,220.00 | 900.00 | 37,998.00 | 1,200.00 | 50,664.00 | 670.00 | 28,287.40 |
| 805-10-A | bridge superstructure & substructure (7.3 m clr rdwy; 90 deg x-ing; c.i.p. only) |
3 | span | 20,000.00 | 60,000.00 | 20,000.00 | 60,000.00 | 20,000.00 | 60,000.00 | 19,800.00 | 59,400.00 |
| 806-01 | deformed reinforcing steel | 1,716 | kg | 3.00 | 5,148.00 | 2.85 | 4,890.60 | 2.00 | 3,432.00 | 2.00 | 3,432.00 |
| S-101 | concrete approach slabs (7.3 m clr rdwy; 90 degree x-ing; c.i.p. only) |
2 | ea | 6,800.00 | 13,600.00 | 6,000.00 | 12,000.00 | 6,500.00 | 13,000.00 | 5,900.00 | 11,800.00 |
| CONTRACTOR TOTAL | 393,405.92 | 450,699.30 | 461,361.50 | 489,794.10 | |||||||