| |||
| DBE GOAL FED | |||
| Lead Project: 713-40-0123 | |||
| Parish: RAPIDES | |||
| Routes: | |||
| Description: BRIDGES ON WEST RIVER, RICHMOND, BUTTER CEMETERY AND BOOKER | |||
| Type Const:
grading, class ii base course, superpave asphaltic conc. pavement, concrete slab span bridges, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $876,387.50 |
| 2 | 09090 | GUINN BROTHERS, LLC. | $987,036.50 |
| 3 | 00060 | F. MILLER & SONS, LLC | $1,019,328.65 |
| 4 | 34237 | MID SOUTH CONST INC OF MISSISSIPPI | $1,088,468.50 |
| 5 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,178,183.00 |
| 6 | 25747 | KOSTMAYER CONSTRUCTION, LLC | $1,279,706.50 |
| 7 | 34567 | JAMES CONSTRUCTION GROUP LLC | $1,494,513.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - GUINN BROTHERS, LLC. |
- 3 - F. MILLER & SONS, LLC |
- 4 - MID SOUTH CONST INC OF MISSISSIPPI |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 24,900.00 | 24,900.00 | 10,000.00 | 10,000.00 |
| 202-02-A-01 | removal of bridge(sta. 15+00-23.25ft.x 57ft. precast concrete bridge) |
1 | EACH | 6,000.00 | 6,000.00 | 4,000.00 | 4,000.00 | 19,700.00 | 19,700.00 | 3,500.00 | 3,500.00 |
| 202-02-A-02 | removal of bridge(sta. 15+00-20.25ft.x 79ft. timber bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 14,800.00 | 14,800.00 | 3,500.00 | 3,500.00 |
| 202-02-A-03 | removal of bridge(sta. 15+00-25ft.x 80ft. precast concrete bridge) |
1 | EACH | 6,000.00 | 6,000.00 | 8,000.00 | 8,000.00 | 15,200.00 | 15,200.00 | 40,000.00 | 40,000.00 |
| 202-02-A-04 | removal of bridge(sta.15+00-22.5 ft.x 76 ft.timber bridge) |
1 | EACH | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 16,300.00 | 16,300.00 | 40,000.00 | 40,000.00 |
| 203-06 | excavation & embankment | lump | LUMP | 30,000.00 | 30,000.00 | 31,000.00 | 31,000.00 | 82,400.00 | 82,400.00 | 30,000.00 | 30,000.00 |
| 204-02 | temporary hay or straw bales | 22 | EACH | 7.00 | 154.00 | 10.00 | 220.00 | 14.00 | 308.00 | 12.00 | 264.00 |
| 204-03 | temporary slope drains | 640 | LNFT | 4.00 | 2,560.00 | 1.00 | 640.00 | 8.00 | 5,120.00 | 15.00 | 9,600.00 |
| 204-05-A | temporary sediment check dams (hay) | 16 | EACH | 100.00 | 1,600.00 | 100.00 | 1,600.00 | 74.00 | 1,184.00 | 140.00 | 2,240.00 |
| 204-06 | temporary silt fencing | 3,190 | LNFT | 2.00 | 6,380.00 | 1.25 | 3,987.50 | 2.00 | 6,380.00 | 2.00 | 6,380.00 |
| 302-01-A | class ii base course(stone) | 797.0 | CUYD | 68.00 | 54,196.00 | 85.00 | 67,745.00 | 25.00 | 19,925.00 | 80.00 | 63,760.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
55 | CUYD | 75.00 | 4,125.00 | 85.00 | 4,675.00 | 38.00 | 2,090.00 | 60.00 | 3,300.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 400.0 | CUYD | 1.00 | 400.00 | 50.00 | 20,000.00 | 49.00 | 19,600.00 | 60.00 | 24,000.00 |
| 502-01 | superpave asphaltic concrete | 648.8 | TON | 100.00 | 64,880.00 | 135.00 | 87,588.00 | 141.00 | 91,480.80 | 140.00 | 90,832.00 |
| 701-05-K | side drain pipe (30") | 18 | LNFT | 45.00 | 810.00 | 150.00 | 2,700.00 | 52.00 | 936.00 | 60.00 | 1,080.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 375.0 | LNFT | 46.75 | 17,531.25 | 50.00 | 18,750.00 | 46.00 | 17,250.00 | 46.75 | 17,531.25 |
| 704-09 | guard rail anchor sections (turndown) | 375.0 | LNFT | 26.75 | 10,031.25 | 31.00 | 11,625.00 | 26.00 | 9,750.00 | 26.75 | 10,031.25 |
| 704-11-A | guard rail end treatment (flared) | 1 | EACH | 1,850.00 | 1,850.00 | 2,200.00 | 2,200.00 | 4,600.00 | 4,600.00 | 1,850.00 | 1,850.00 |
| 705-01 | barbed wire fence | 639 | LNFT | 6.00 | 3,834.00 | 5.00 | 3,195.00 | 6.00 | 3,834.00 | 18.00 | 11,502.00 |
| 705-06-A | chain link fence (4-foot height) | 66 | LNFT | 22.00 | 1,452.00 | 20.00 | 1,320.00 | 22.00 | 1,452.00 | 25.00 | 1,650.00 |
| 711-01-D | riprap (55 lb,18" thick) | 1,944 | SQYD | 40.00 | 77,760.00 | 45.00 | 87,480.00 | 40.00 | 77,760.00 | 45.00 | 87,480.00 |
| 711-04 | geotextile fabric | 1,944 | SQYD | 2.50 | 4,860.00 | 5.00 | 9,720.00 | 2.50 | 4,860.00 | 2.00 | 3,888.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 30,000.00 | 30,000.00 | 24,000.00 | 24,000.00 | 51,600.00 | 51,600.00 | 35,000.00 | 35,000.00 |
| 727-01 | mobilization | lump | LUMP | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 | 100,000.00 | 100,000.00 | 10,000.00 | 10,000.00 |
| 729-16-C | object marker assembly (type 3) | 31 | EACH | 70.00 | 2,170.00 | 75.00 | 2,325.00 | 70.00 | 2,170.00 | 75.00 | 2,325.00 |
| 740-01 | construction layout | lump | LUMP | 7,500.00 | 7,500.00 | 16,000.00 | 16,000.00 | 23,400.00 | 23,400.00 | 25,000.00 | 25,000.00 |
| 804-01-B | precast concrete piles (14") | 3,993 | LNFT | 30.00 | 119,790.00 | 34.00 | 135,762.00 | 24.45 | 97,628.85 | 35.00 | 139,755.00 |
| 804-12 | loading permanent piles | 4 | EACH | 1.00 | 4.00 | 1.00 | 4.00 | 100.00 | 400.00 | 500.00 | 2,000.00 |
| 805-10-A | bridge superstructure & substructure(24 ft.clear roadway-90 degree crossing) |
8 | SPAN | 16,500.00 | 132,000.00 | 19,000.00 | 152,000.00 | 12,600.00 | 100,800.00 | 20,000.00 | 160,000.00 |
| 805-10-B | bridge superstructure & substructure(24 ft.clear roadway-90 degree crossing)(c.i.p.) |
5 | SPAN | 18,000.00 | 90,000.00 | 19,000.00 | 95,000.00 | 16,800.00 | 84,000.00 | 20,000.00 | 100,000.00 |
| 805-10-C | bridge superstructure & substructure(24 ft.clear roadway-75 degree crossing) |
5 | SPAN | 16,500.00 | 82,500.00 | 19,500.00 | 97,500.00 | 14,300.00 | 71,500.00 | 20,000.00 | 100,000.00 |
| S-101 | concrete approach slabs (24ft. clear roadway; 90 degree crossing w/o asphalt) |
4 | EACH | 7,000.00 | 28,000.00 | 6,500.00 | 26,000.00 | 6,000.00 | 24,000.00 | 6,500.00 | 26,000.00 |
| S-102 | concrete approach slabs (24ft. clear roadway; 90 degree crossing w/o asphalt,curved) |
2 | EACH | 7,000.00 | 14,000.00 | 6,500.00 | 13,000.00 | 6,000.00 | 12,000.00 | 6,500.00 | 13,000.00 |
| S-103 | concrete approach slabs (24ft. clear roadway; 75 degree crossing w/o asphalt) |
2 | EACH | 7,000.00 | 14,000.00 | 6,500.00 | 13,000.00 | 6,000.00 | 12,000.00 | 6,500.00 | 13,000.00 |
| CONTRACTOR TOTAL | 876,387.50 | 987,036.50 | 1,019,328.65 | 1,088,468.50 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - GILCHRIST CONSTRUCTION CO. LLC |
- 6 - KOSTMAYER CONSTRUCTION, LLC |
- 7 - JAMES CONSTRUCTION GROUP LLC |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 60,000.00 | 60,000.00 | 40,000.00 | 40,000.00 | 35,000.00 | 35,000.00 | ||
| 202-02-A-01 | removal of bridge(sta. 15+00-23.25ft.x 57ft. precast concrete bridge) |
1 | EACH | 7,500.00 | 7,500.00 | 7,000.00 | 7,000.00 | 16,000.00 | 16,000.00 | ||
| 202-02-A-02 | removal of bridge(sta. 15+00-20.25ft.x 79ft. timber bridge) |
1 | EACH | 7,500.00 | 7,500.00 | 7,000.00 | 7,000.00 | 10,000.00 | 10,000.00 | ||
| 202-02-A-03 | removal of bridge(sta. 15+00-25ft.x 80ft. precast concrete bridge) |
1 | EACH | 7,500.00 | 7,500.00 | 8,000.00 | 8,000.00 | 23,000.00 | 23,000.00 | ||
| 202-02-A-04 | removal of bridge(sta.15+00-22.5 ft.x 76 ft.timber bridge) |
1 | EACH | 7,500.00 | 7,500.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 | ||
| 203-06 | excavation & embankment | lump | LUMP | 50,000.00 | 50,000.00 | 31.00 | 31.00 | 65,000.00 | 65,000.00 | ||
| 204-02 | temporary hay or straw bales | 22 | EACH | 12.00 | 264.00 | 7.00 | 154.00 | 10.00 | 220.00 | ||
| 204-03 | temporary slope drains | 640 | LNFT | 10.00 | 6,400.00 | 11.00 | 7,040.00 | 3.00 | 1,920.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 16 | EACH | 100.00 | 1,600.00 | 110.00 | 1,760.00 | 150.00 | 2,400.00 | ||
| 204-06 | temporary silt fencing | 3,190 | LNFT | 2.50 | 7,975.00 | 2.00 | 6,380.00 | 2.00 | 6,380.00 | ||
| 302-01-A | class ii base course(stone) | 797.0 | CUYD | 75.00 | 59,775.00 | 65.00 | 51,805.00 | 60.00 | 47,820.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
55 | CUYD | 80.00 | 4,400.00 | 65.00 | 3,575.00 | 50.00 | 2,750.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 400.0 | CUYD | 45.00 | 18,000.00 | 65.00 | 26,000.00 | 60.00 | 24,000.00 | ||
| 502-01 | superpave asphaltic concrete | 648.8 | TON | 125.00 | 81,100.00 | 185.00 | 120,028.00 | 200.00 | 129,760.00 | ||
| 701-05-K | side drain pipe (30") | 18 | LNFT | 100.00 | 1,800.00 | 105.00 | 1,890.00 | 140.00 | 2,520.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 375.0 | LNFT | 55.00 | 20,625.00 | 56.00 | 21,000.00 | 50.00 | 18,750.00 | ||
| 704-09 | guard rail anchor sections (turndown) | 375.0 | LNFT | 32.00 | 12,000.00 | 43.00 | 16,125.00 | 27.00 | 10,125.00 | ||
| 704-11-A | guard rail end treatment (flared) | 1 | EACH | 2,200.00 | 2,200.00 | 2,150.00 | 2,150.00 | 1,900.00 | 1,900.00 | ||
| 705-01 | barbed wire fence | 639 | LNFT | 7.00 | 4,473.00 | 7.00 | 4,473.00 | 5.00 | 3,195.00 | ||
| 705-06-A | chain link fence (4-foot height) | 66 | LNFT | 26.00 | 1,716.00 | 15.00 | 990.00 | 21.00 | 1,386.00 | ||
| 711-01-D | riprap (55 lb,18" thick) | 1,944 | SQYD | 40.00 | 77,760.00 | 55.00 | 106,920.00 | 48.00 | 93,312.00 | ||
| 711-04 | geotextile fabric | 1,944 | SQYD | 2.50 | 4,860.00 | 1.50 | 2,916.00 | 2.50 | 4,860.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 18,000.00 | 18,000.00 | 31,000.00 | 31,000.00 | 20,000.00 | 20,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 100,000.00 | 100,000.00 | 115,000.00 | 115,000.00 | 115,000.00 | 115,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 31 | EACH | 80.00 | 2,480.00 | 75.00 | 2,325.00 | 70.00 | 2,170.00 | ||
| 740-01 | construction layout | lump | LUMP | 30,000.00 | 30,000.00 | 37,000.00 | 37,000.00 | 20,000.00 | 20,000.00 | ||
| 804-01-B | precast concrete piles (14") | 3,993 | LNFT | 35.00 | 139,755.00 | 36.50 | 145,744.50 | 65.00 | 259,545.00 | ||
| 804-12 | loading permanent piles | 4 | EACH | 100.00 | 400.00 | 100.00 | 400.00 | 500.00 | 2,000.00 | ||
| 805-10-A | bridge superstructure & substructure(24 ft.clear roadway-90 degree crossing) |
8 | SPAN | 21,700.00 | 173,600.00 | 21,000.00 | 168,000.00 | 29,000.00 | 232,000.00 | ||
| 805-10-B | bridge superstructure & substructure(24 ft.clear roadway-90 degree crossing)(c.i.p.) |
5 | SPAN | 21,500.00 | 107,500.00 | 24,000.00 | 120,000.00 | 27,000.00 | 135,000.00 | ||
| 805-10-C | bridge superstructure & substructure(24 ft.clear roadway-75 degree crossing) |
5 | SPAN | 21,900.00 | 109,500.00 | 21,000.00 | 105,000.00 | 28,500.00 | 142,500.00 | ||
| S-101 | concrete approach slabs (24ft. clear roadway; 90 degree crossing w/o asphalt) |
4 | EACH | 6,500.00 | 26,000.00 | 21,000.00 | 84,000.00 | 7,000.00 | 28,000.00 | ||
| S-102 | concrete approach slabs (24ft. clear roadway; 90 degree crossing w/o asphalt,curved) |
2 | EACH | 6,500.00 | 13,000.00 | 7,000.00 | 14,000.00 | 7,000.00 | 14,000.00 | ||
| S-103 | concrete approach slabs (24ft. clear roadway; 75 degree crossing w/o asphalt) |
2 | EACH | 6,500.00 | 13,000.00 | 7,000.00 | 14,000.00 | 7,000.00 | 14,000.00 | ||
| CONTRACTOR TOTAL | 1,178,183.00 | 1,279,706.50 | 1,494,513.00 | ||||||||