| |||
| DBE GOAL FED | |||
| Lead Project: 713-02-0109 | |||
| Parish: ALLEN | |||
| Routes: | |||
| Description: BRIDGES IN ALLEN PARISH | |||
| Type Const:
grading, class ii base course, superpave asphaltic concrete pavement, drainage structures, concrete slab span bridges, and related work. | |||
| Estimated Construction Cost: $1,114,337.90 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 18546 | C W & W CONTRACTORS, INC. | $1,340,576.70 |
| 2 | 08815 | W. E. MCDONALD & SON, LLC. | $1,371,246.35 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $1,422,078.28 |
| 4 | 00060 | F. MILLER & SONS, LLC | $1,751,891.04 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - C W & W CONTRACTORS, INC. |
- 2 - W. E. MCDONALD & SON, 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 | 31,000.00 | 31,000.00 | 54,000.00 | 54,000.00 | 53,000.00 | 53,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 11,400.00 | 11,400.00 |
| 202-02-A-01 | removal of bridge(sta. 1+150 - 6.2m x 10.4m timber bridge) |
1 | ea | 7,500.00 | 7,500.00 | 12,000.00 | 12,000.00 | 5,000.00 | 5,000.00 | 15,300.00 | 15,300.00 |
| 202-02-A-02 | removal of bridge(sta. 1+015 - 6.2m x 11.5m timber bridge) |
1 | ea | 1,500.00 | 1,500.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 18,000.00 | 18,000.00 |
| 202-02-A-03 | removal of bridge(sta. 1+150 - 6.3m x 32.5m timber bridge) |
1 | ea | 7,500.00 | 7,500.00 | 5,000.00 | 5,000.00 | 14,000.00 | 14,000.00 | 38,900.00 | 38,900.00 |
| 202-02-A-04 | removal of bridge(sta. 1+180 - 5.5m x 9.5m timber bridge) |
1 | ea | 1,500.00 | 1,500.00 | 4,000.00 | 4,000.00 | 4,500.00 | 4,500.00 | 15,400.00 | 15,400.00 |
| 202-02-A-05 | removal of bridge(sta. 1+150 - 6.6m x 7.8m timber bridge) |
1 | ea | 1,500.00 | 1,500.00 | 3,000.00 | 3,000.00 | 22,500.00 | 22,500.00 | 10,600.00 | 10,600.00 |
| 203-06 | excavation & embankment | lump | lump | 45,000.00 | 45,000.00 | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 | 162,300.00 | 162,300.00 |
| 204-02 | temporary hay or straw bales | 70 | ea | 10.00 | 700.00 | 15.00 | 1,050.00 | 10.00 | 700.00 | 10.00 | 700.00 |
| 204-03 | temporary slope drains | 92 | ln m | 20.00 | 1,840.00 | 25.00 | 2,300.00 | 10.00 | 920.00 | 16.00 | 1,472.00 |
| 204-05-A | temporary sediment check dams (hay) | 13 | ea | 125.00 | 1,625.00 | 400.00 | 5,200.00 | 100.00 | 1,300.00 | 142.00 | 1,846.00 |
| 204-06 | temporary silt fencing | 440 | ln m | 10.00 | 4,400.00 | 10.00 | 4,400.00 | 3.00 | 1,320.00 | 7.00 | 3,080.00 |
| 302-01 | class ii base course | 665.9 | cu m | 85.00 | 56,601.50 | 98.00 | 65,258.20 | 100.00 | 66,590.00 | 132.00 | 87,898.80 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
68 | cu m | 100.00 | 6,800.00 | 80.00 | 5,440.00 | 100.00 | 6,800.00 | 132.00 | 8,976.00 |
| 502-01 | superpave asphaltic concrete | 628.8 | Mg | 200.00 | 125,760.00 | 235.00 | 147,768.00 | 200.00 | 125,760.00 | 340.00 | 213,792.00 |
| 701-01-Q/S | cross drain pipe (1500 mm rcp/pcp or 1800 mm cmp) | 56.0 | ln m | 1,100.00 | 61,600.00 | 645.00 | 36,120.00 | 850.00 | 47,600.00 | 1,800.00 | 100,800.00 |
| 701-05-I | side drain pipe (600 mm) | 29.4 | ln m | 150.00 | 4,410.00 | 175.00 | 5,145.00 | 200.00 | 5,880.00 | 205.00 | 6,027.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 60.96 | ln m | 220.00 | 13,411.20 | 165.00 | 10,058.40 | 195.00 | 11,887.20 | 208.00 | 12,679.68 |
| 704-09 | guard rail anchor sections (turndown) | 60.96 | ln m | 100.00 | 6,096.00 | 135.00 | 8,229.60 | 98.00 | 5,974.08 | 93.00 | 5,669.28 |
| 705-01 | barbed wire fence | 214 | ln m | 24.00 | 5,136.00 | 23.00 | 4,922.00 | 20.00 | 4,280.00 | 26.00 | 5,564.00 |
| 705-02 | combination mesh & barbed wire fence | 35 | ln m | 32.00 | 1,120.00 | 26.00 | 910.00 | 40.00 | 1,400.00 | 30.00 | 1,050.00 |
| 711-01-D | riprap (25 kg,460 mm thick ) | 599 | sq m | 85.00 | 50,915.00 | 60.00 | 35,940.00 | 75.00 | 44,925.00 | 67.00 | 40,133.00 |
| 711-04 | geotextile fabric | 599 | sq m | 2.00 | 1,198.00 | 3.00 | 1,797.00 | 5.00 | 2,995.00 | 4.00 | 2,396.00 |
| 713-01 | temporary signs & barricades | lump | lump | 35,000.00 | 35,000.00 | 50,000.00 | 50,000.00 | 58,000.00 | 58,000.00 | 55,000.00 | 55,000.00 |
| 720-01-A | erosion control system, slope protection (type a) | 101 | sq m | 7.00 | 707.00 | 15.00 | 1,515.00 | 5.00 | 505.00 | 6.00 | 606.00 |
| 726-01 | bedding material | 169.5 | cu m | 105.00 | 17,797.50 | 80.00 | 13,560.00 | 95.00 | 16,102.50 | 152.00 | 25,764.00 |
| 727-01 | mobilization | lump | lump | 75,000.00 | 75,000.00 | 100,000.00 | 100,000.00 | 130,000.00 | 130,000.00 | 130,000.00 | 130,000.00 |
| 729-01 | sign (type a) | 1.11 | sq m | 1,000.00 | 1,110.00 | 135.00 | 149.85 | 1,000.00 | 1,110.00 | 198.00 | 219.78 |
| 729-16-B | object marker assembly (type 2) | 12 | ea | 70.00 | 840.00 | 45.00 | 540.00 | 100.00 | 1,200.00 | 65.00 | 780.00 |
| 729-16-C | object marker assembly (type 3) | 16 | ea | 85.00 | 1,360.00 | 70.00 | 1,120.00 | 110.00 | 1,760.00 | 78.00 | 1,248.00 |
| 729-21 | u-channel post | 2 | ea | 50.00 | 100.00 | 75.00 | 150.00 | 100.00 | 200.00 | 161.00 | 322.00 |
| 735-01 | mailboxes | 2 | ea | 50.00 | 100.00 | 1.00 | 2.00 | 100.00 | 200.00 | 33.00 | 66.00 |
| 735-02 | mailbox supports (single) | 2 | ea | 50.00 | 100.00 | 500.00 | 1,000.00 | 100.00 | 200.00 | 194.00 | 388.00 |
| 740-01 | construction layout | lump | lump | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 16,000.00 | 16,000.00 | 12,400.00 | 12,400.00 |
| 744-01 | traffic control management | lump | lump | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 65,000.00 | 65,000.00 | 12,000.00 | 12,000.00 |
| 804-01-B | precast concrete piles (350 mm) | 652.5 | ln m | 215.00 | 140,287.50 | 164.00 | 107,010.00 | 145.00 | 94,612.50 | 169.00 | 110,272.50 |
| 804-12 | loading permanent piles | 2 | ea | 250.00 | 500.00 | 1.00 | 2.00 | 1.00 | 2.00 | 100.00 | 200.00 |
| 805-01-A | class a concrete (pipe headwalls) | 41.29 | cu m | 1,000.00 | 41,290.00 | 800.00 | 33,032.00 | 1,300.00 | 53,677.00 | 1,400.00 | 57,806.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 40.26 | cu m | 1,200.00 | 48,312.00 | 980.00 | 39,454.80 | 1,300.00 | 52,338.00 | 1,100.00 | 44,286.00 |
| 805-10-A | bridge superstructure & substructure(7.3m - 90 degree crossing) |
3 | span | 23,000.00 | 69,000.00 | 33,000.00 | 99,000.00 | 21,000.00 | 63,000.00 | 19,700.00 | 59,100.00 |
| 805-10-B | bridge superstructure & substructure(7.3m - 90 degree crossing)(c.i.p.) |
6 | span | 25,000.00 | 150,000.00 | 35,000.00 | 210,000.00 | 22,000.00 | 132,000.00 | 29,700.00 | 178,200.00 |
| 805-12-I | reinforced concrete box culverts (1500 mm x 1500 mm) | 120.75 | ln m | 1,700.00 | 205,275.00 | 1,460.00 | 176,295.00 | 1,400.00 | 169,050.00 | 1,660.00 | 200,445.00 |
| 806-01 | deformed reinforcing steel | 3,930 | kg | 4.50 | 17,685.00 | 1.75 | 6,877.50 | 3.00 | 11,790.00 | 2.80 | 11,004.00 |
| S-101 | concrete approach slabs(7.3m clear roadway, 90 degree crossing) |
2 | ea | 7,500.00 | 15,000.00 | 8,000.00 | 16,000.00 | 8,000.00 | 16,000.00 | 8,700.00 | 17,400.00 |
| S-102 | concrete approach slabs(7.3m clear roadway, 90 degree crossing)(curved) (c.i.p.) |
2 | ea | 7,500.00 | 15,000.00 | 8,000.00 | 16,000.00 | 8,000.00 | 16,000.00 | 8,700.00 | 17,400.00 |
| CONTRACTOR TOTAL | 1,340,576.70 | 1,371,246.35 | 1,422,078.28 | 1,751,891.04 | |||||||