| |||
| DBE GOAL FED | |||
| Lead Project: 713-02-0116 | |||
| Parish: ALLEN | |||
| Routes: | |||
| Description: OLD PUMP ROAD BRIDGES OVER CALCASIEU RIVER RELIEF I, II, III | |||
| Type Const:
grading, class ii base course, superpave asphaltic concrete pavement, precast prestressed concrete girder spans bridge, and related work. | |||
| Estimated Construction Cost: $1,734,917.25 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12879 | PETERS CONSTRUCTION CO., INC. | $1,887,269.10 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,047,763.50 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $2,132,975.70 |
| 12094 | CECIL D. GASSIOTT | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - PETERS CONSTRUCTION CO., INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - GUINN BROTHERS, LLC. |
CECIL D. GASSIOTT |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 20,000.00 | 20,000.00 | 65,000.00 | 65,000.00 | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 |
| 202-02-A-01 | removal of bridge(sta.105+39.46; 20.80'x 79.54' timber bridge) |
1 | EACH | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 |
| 202-02-A-02 | removal of bridge(sta.105+46.10; 20.00'x 92.00' timber bridge) |
1 | EACH | 14,000.00 | 14,000.00 | 10,000.00 | 10,000.00 | 16,000.00 | 16,000.00 | 25,000.00 | 25,000.00 |
| 202-02-A-03 | removal of bridge(sta.14+99.66; 18.62'x 43.82' timber bridge) |
1 | EACH | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | 25,000.00 | 25,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 2,755.7 | SQYD | 6.00 | 16,534.20 | 6.00 | 16,534.20 | 6.00 | 16,534.20 | 10.00 | 27,557.00 |
| 203-05 | excavation and embankment | lump | LUMP | 15,000.00 | 15,000.00 | 110,000.00 | 110,000.00 | 72,000.00 | 72,000.00 | 2,500.00 | 2,500.00 |
| 204-02 | temporary hay or straw bales | 300 | EACH | 8.00 | 2,400.00 | 15.00 | 4,500.00 | 5.00 | 1,500.00 | 20.00 | 6,000.00 |
| 204-03 | temporary slope drains | 640 | LNFT | 5.00 | 3,200.00 | 18.00 | 11,520.00 | 1.00 | 640.00 | 15.00 | 9,600.00 |
| 204-05-A | temporary sediment check dams (hay) | 16 | EACH | 64.00 | 1,024.00 | 200.00 | 3,200.00 | 100.00 | 1,600.00 | 150.00 | 2,400.00 |
| 204-06 | temporary silt fencing | 2,460 | LNFT | 4.00 | 9,840.00 | 3.00 | 7,380.00 | 3.00 | 7,380.00 | 5.00 | 12,300.00 |
| 302-01 | class ii base course | 674.4 | CUYD | 70.00 | 47,208.00 | 100.00 | 67,440.00 | 100.00 | 67,440.00 | 125.00 | 84,300.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
45 | CUYD | 60.00 | 2,700.00 | 60.00 | 2,700.00 | 100.00 | 4,500.00 | 125.00 | 5,625.00 |
| 502-01 | superpave asphaltic concrete | 526.1 | TON | 200.00 | 105,220.00 | 160.00 | 84,176.00 | 285.00 | 149,938.50 | 175.00 | 92,067.50 |
| 704-03 | blocked out guard rail | 215.6 | LNFT | 26.00 | 5,605.60 | 23.00 | 4,958.80 | 25.00 | 5,390.00 | 30.00 | 6,468.00 |
| 704-07-A | guard rail bridge attachments (single thrie beam) | 25.0 | LNFT | 55.00 | 1,375.00 | 53.00 | 1,325.00 | 50.00 | 1,250.00 | 100.00 | 2,500.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 350.0 | LNFT | 70.00 | 24,500.00 | 65.00 | 22,750.00 | 60.00 | 21,000.00 | 100.00 | 35,000.00 |
| 704-09 | guard rail anchor sections (turndown) | 250.0 | LNFT | 65.00 | 16,250.00 | 38.00 | 9,500.00 | 40.00 | 10,000.00 | 50.00 | 12,500.00 |
| 705-02 | combination mesh & barbed wire fence | 340 | LNFT | 10.00 | 3,400.00 | 10.00 | 3,400.00 | 15.00 | 5,100.00 | 10.00 | 3,400.00 |
| 711-01-D | riprap (55 lb,18" thick) | 2,929 | SQYD | 80.00 | 234,320.00 | 145.00 | 424,705.00 | 50.00 | 146,450.00 | 75.00 | 219,675.00 |
| 711-04 | geotextile fabric | 2,929 | SQYD | 2.00 | 5,858.00 | 2.00 | 5,858.00 | 5.00 | 14,645.00 | 3.50 | 10,251.50 |
| 713-01 | temporary signs & barricades | lump | LUMP | 25,000.00 | 25,000.00 | 45,000.00 | 45,000.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 |
| 716-01-A | mulch (vegetative) | 3.00 | TON | 1,000.00 | 3,000.00 | 600.00 | 1,800.00 | 1,000.00 | 3,000.00 | 750.00 | 2,250.00 |
| 717-01 | seeding | 69 | LB | 3.00 | 207.00 | 12.00 | 828.00 | 20.00 | 1,380.00 | 10.00 | 690.00 |
| 718-01 | fertilizer | 1,470 | LB | 1.00 | 1,470.00 | 0.75 | 1,102.50 | 1.00 | 1,470.00 | 0.50 | 735.00 |
| 725-03 | low profile runaround | 3 | EACH | 41,000.00 | 123,000.00 | 30,000.00 | 90,000.00 | 100,000.00 | 300,000.00 | 50,000.00 | 150,000.00 |
| 727-01 | mobilization | lump | LUMP | 147,000.00 | 147,000.00 | 200,000.00 | 200,000.00 | 320,000.00 | 320,000.00 | 75,000.00 | 75,000.00 |
| 729-16-C | object marker assembly (type 3) | 24 | EACH | 85.00 | 2,040.00 | 90.00 | 2,160.00 | 100.00 | 2,400.00 | 100.00 | 2,400.00 |
| 740-01 | construction layout | lump | LUMP | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 | 30,000.00 | 30,000.00 | 10,000.00 | 10,000.00 |
| 804-01-B | precast concrete piles (14") | 675 | LNFT | 81.50 | 55,012.50 | 52.00 | 35,100.00 | 75.00 | 50,625.00 | 200.00 | 135,000.00 |
| 804-01-C | precast concrete piles (16") | 2,997 | LNFT | 98.40 | 294,904.80 | 58.00 | 173,826.00 | 90.00 | 269,730.00 | 206.00 | 617,382.00 |
| 804-12 | loading permanent piles | 3 | EACH | 1,000.00 | 3,000.00 | 2,000.00 | 6,000.00 | 1.00 | 3.00 | 2,500.00 | 7,500.00 |
| 805-10-A | bridge superstructure & substructure(90 degree crossing; 24' roadway, precast only with cast-in-place bents) |
13 | SPAN | 33,000.00 | 429,000.00 | 30,000.00 | 390,000.00 | 26,500.00 | 344,500.00 | 10,000.00 | 130,000.00 |
| 805-10-B | bridge superstructure & substructure(90 degree crossing; 24' roadway, cast-in-place only) |
4 | SPAN | 34,000.00 | 136,000.00 | 34,000.00 | 136,000.00 | 26,500.00 | 106,000.00 | 20,000.00 | 80,000.00 |
| S-101 | concrete approach slabs(24'clear roadway; 90 degree crossing, w/o asphalt) |
4 | EACH | 15,200.00 | 60,800.00 | 8,500.00 | 34,000.00 | 10,000.00 | 40,000.00 | 10,000.00 | 40,000.00 |
| S-102 | concrete approach slabs (24'clear roadway;90 degree crossing,w/o asphalt, curved) |
2 | EACH | 15,200.00 | 30,400.00 | 8,500.00 | 17,000.00 | 10,000.00 | 20,000.00 | 10,000.00 | 20,000.00 |
| CONTRACTOR TOTAL | 1,887,269.10 | 2,047,763.50 | 2,132,975.70 | IRREGULAR | |||||||