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| DBE GOAL FED | |||
| Lead Project: 713-40-0107 | |||
| Parish: RAPIDES | |||
| Routes: | |||
| Description: COTTON ISLAND ROAD AND UPPER DONAHUE FERRY BRIDGES | |||
| Type Const:
grading, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridges and related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $668,652.92 |
| 2 | 09090 | GUINN BROTHERS, LLC. | $721,646.60 |
| 3 | 00060 | F. MILLER & SONS, LLC | $763,226.67 |
| 4 | 25747 | KOSTMAYER CONSTRUCTION, LLC | $847,898.40 |
| 5 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $891,345.90 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - GUINN BROTHERS, LLC. |
- 3 - F. MILLER & SONS, LLC |
- 4 - KOSTMAYER CONSTRUCTION, LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 15,000.00 | 15,000.00 | 14,000.00 | 14,000.00 | 29,300.00 | 29,300.00 | 17,000.00 | 17,000.00 |
| 202-02-A-01 | removal of bridge(sta.10+220,7.00 x 39.06m timber & concrete bridge) |
1 | ea | 12,000.00 | 12,000.00 | 12,000.00 | 12,000.00 | 26,000.00 | 26,000.00 | 13,000.00 | 13,000.00 |
| 202-02-A-02 | removal of bridge(sta.20+210,7.53 x 17.40m timber & concrete bridge) |
1 | ea | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 11,500.00 | 11,500.00 | 6,500.00 | 6,500.00 |
| 202-02-G | removal of surfacing & stabilized base | 581.0 | sq m | 5.00 | 2,905.00 | 4.00 | 2,324.00 | 5.75 | 3,340.75 | 5.00 | 2,905.00 |
| 203-06 | excavation & embankment | lump | lump | 45,000.00 | 45,000.00 | 45,000.00 | 45,000.00 | 92,000.00 | 92,000.00 | 54,000.00 | 54,000.00 |
| 204-02 | temporary hay or straw bales | 75 | ea | 5.00 | 375.00 | 10.00 | 750.00 | 15.00 | 1,125.00 | 10.00 | 750.00 |
| 204-03 | temporary slope drains | 89 | ln m | 25.00 | 2,225.00 | 10.00 | 890.00 | 28.00 | 2,492.00 | 30.00 | 2,670.00 |
| 204-05-A | temporary sediment check dams (hay) | 8 | ea | 250.00 | 2,000.00 | 100.00 | 800.00 | 110.00 | 880.00 | 100.00 | 800.00 |
| 204-06 | temporary silt fencing | 890 | ln m | 7.00 | 6,230.00 | 4.00 | 3,560.00 | 5.00 | 4,450.00 | 6.00 | 5,340.00 |
| 302-01-A | class ii base course (stone) | 163.6 | cu m | 98.00 | 16,032.80 | 85.00 | 13,906.00 | 55.00 | 8,998.00 | 80.00 | 13,088.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
4 | cu m | 250.00 | 1,000.00 | 100.00 | 400.00 | 55.00 | 220.00 | 100.00 | 400.00 |
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 115.0 | cu m | 45.00 | 5,175.00 | 85.00 | 9,775.00 | 55.00 | 6,325.00 | 80.00 | 9,200.00 |
| 502-01 | superpave asphaltic concrete | 150.4 | Mg | 155.00 | 23,312.00 | 100.00 | 15,040.00 | 150.00 | 22,560.00 | 170.00 | 25,568.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 60.96 | ln m | 144.00 | 8,778.24 | 150.00 | 9,144.00 | 144.00 | 8,778.24 | 175.00 | 10,668.00 |
| 704-09 | guard rail anchor sections (turndown) | 30.48 | ln m | 86.00 | 2,621.28 | 95.00 | 2,895.60 | 86.00 | 2,621.28 | 155.00 | 4,724.40 |
| 704-11-A | guard rail end treatment (flared) | 4 | ea | 1,750.00 | 7,000.00 | 2,000.00 | 8,000.00 | 1,800.00 | 7,200.00 | 2,400.00 | 9,600.00 |
| 705-01 | barbed wire fence | 63 | ln m | 32.00 | 2,016.00 | 25.00 | 1,575.00 | 18.00 | 1,134.00 | 30.00 | 1,890.00 |
| 711-01-D | riprap (25 kg, 460mm thick) | 1,357 | sq m | 38.00 | 51,566.00 | 45.00 | 61,065.00 | 41.00 | 55,637.00 | 55.00 | 74,635.00 |
| 711-04 | geotextile fabric | 1,357 | sq m | 2.80 | 3,799.60 | 5.00 | 6,785.00 | 2.20 | 2,985.40 | 4.00 | 5,428.00 |
| 713-01 | temporary signs & barricades | lump | lump | 27,000.00 | 27,000.00 | 12,000.00 | 12,000.00 | 46,000.00 | 46,000.00 | 15,100.00 | 15,100.00 |
| 727-01 | mobilization | lump | lump | 15,000.00 | 15,000.00 | 45,000.00 | 45,000.00 | 70,000.00 | 70,000.00 | 65,000.00 | 65,000.00 |
| 729-16-C | object marker assembly (type 3) | 12 | ea | 70.00 | 840.00 | 80.00 | 960.00 | 70.00 | 840.00 | 80.00 | 960.00 |
| 740-01 | construction layout | lump | lump | 6,500.00 | 6,500.00 | 15,000.00 | 15,000.00 | 26,400.00 | 26,400.00 | 14,000.00 | 14,000.00 |
| 804-01-B | precast concrete piles (350 mm) | 390.0 | ln m | 110.00 | 42,900.00 | 110.00 | 42,900.00 | 96.00 | 37,440.00 | 148.00 | 57,720.00 |
| 804-01-C | precast concrete piles (400 mm) | 675.0 | ln m | 125.00 | 84,375.00 | 165.00 | 111,375.00 | 104.00 | 70,200.00 | 234.00 | 157,950.00 |
| 804-12 | loading permanent piles | 2 | ea | 1.00 | 2.00 | 1.00 | 2.00 | 100.00 | 200.00 | 1.00 | 2.00 |
| 805-10-A | bridge superstructure & substructure (7.3 m clr. rdwy; 90 degree crossing) (cip bents) |
9 | span | 19,000.00 | 171,000.00 | 19,500.00 | 175,500.00 | 12,600.00 | 113,400.00 | 19,000.00 | 171,000.00 |
| 805-10-B | bridge superstructure & substructure (8.5 m clr. rdwy; 90 degree crossing) (curved)(cip) |
4 | span | 20,000.00 | 80,000.00 | 20,000.00 | 80,000.00 | 20,500.00 | 82,000.00 | 20,000.00 | 80,000.00 |
| S-101 | concrete approach slabs (8.5m clr. rdwy; 90 degree crossing; curved) |
1 | ea | 7,500.00 | 7,500.00 | 6,500.00 | 6,500.00 | 8,400.00 | 8,400.00 | 7,000.00 | 7,000.00 |
| S-102 | concrete approach slabs (8.5 m clr. rdwy; 90 degree crossing) |
1 | ea | 7,500.00 | 7,500.00 | 6,500.00 | 6,500.00 | 8,400.00 | 8,400.00 | 7,000.00 | 7,000.00 |
| S-103 | concrete approach slabs (7.3m clr. rdwy; 90 degree crossing) |
2 | ea | 7,000.00 | 14,000.00 | 6,000.00 | 12,000.00 | 6,200.00 | 12,400.00 | 7,000.00 | 14,000.00 |
| CONTRACTOR TOTAL | 668,652.92 | 721,646.60 | 763,226.67 | 847,898.40 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - GILCHRIST CONSTRUCTION CO. LLC |
|
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 80,000.00 | 80,000.00 | ||||||
| 202-02-A-01 | removal of bridge(sta.10+220,7.00 x 39.06m timber & concrete bridge) |
1 | ea | 10,000.00 | 10,000.00 | ||||||
| 202-02-A-02 | removal of bridge(sta.20+210,7.53 x 17.40m timber & concrete bridge) |
1 | ea | 4,500.00 | 4,500.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 581.0 | sq m | 6.00 | 3,486.00 | ||||||
| 203-06 | excavation & embankment | lump | lump | 80,000.00 | 80,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 75 | ea | 20.00 | 1,500.00 | ||||||
| 204-03 | temporary slope drains | 89 | ln m | 40.00 | 3,560.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 8 | ea | 300.00 | 2,400.00 | ||||||
| 204-06 | temporary silt fencing | 890 | ln m | 7.00 | 6,230.00 | ||||||
| 302-01-A | class ii base course (stone) | 163.6 | cu m | 85.00 | 13,906.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
4 | cu m | 120.00 | 480.00 | ||||||
| 403-01 | aggregate roadway surfacing (vehicular measurement) | 115.0 | cu m | 50.00 | 5,750.00 | ||||||
| 502-01 | superpave asphaltic concrete | 150.4 | Mg | 120.00 | 18,048.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 60.96 | ln m | 165.00 | 10,058.40 | ||||||
| 704-09 | guard rail anchor sections (turndown) | 30.48 | ln m | 100.00 | 3,048.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 4 | ea | 2,000.00 | 8,000.00 | ||||||
| 705-01 | barbed wire fence | 63 | ln m | 20.00 | 1,260.00 | ||||||
| 711-01-D | riprap (25 kg, 460mm thick) | 1,357 | sq m | 40.00 | 54,280.00 | ||||||
| 711-04 | geotextile fabric | 1,357 | sq m | 3.50 | 4,749.50 | ||||||
| 713-01 | temporary signs & barricades | lump | lump | 15,000.00 | 15,000.00 | ||||||
| 727-01 | mobilization | lump | lump | 80,000.00 | 80,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 12 | ea | 80.00 | 960.00 | ||||||
| 740-01 | construction layout | lump | lump | 24,000.00 | 24,000.00 | ||||||
| 804-01-B | precast concrete piles (350 mm) | 390.0 | ln m | 112.00 | 43,680.00 | ||||||
| 804-01-C | precast concrete piles (400 mm) | 675.0 | ln m | 150.00 | 101,250.00 | ||||||
| 804-12 | loading permanent piles | 2 | ea | 100.00 | 200.00 | ||||||
| 805-10-A | bridge superstructure & substructure (7.3 m clr. rdwy; 90 degree crossing) (cip bents) |
9 | span | 21,000.00 | 189,000.00 | ||||||
| 805-10-B | bridge superstructure & substructure (8.5 m clr. rdwy; 90 degree crossing) (curved)(cip) |
4 | span | 24,000.00 | 96,000.00 | ||||||
| S-101 | concrete approach slabs (8.5m clr. rdwy; 90 degree crossing; curved) |
1 | ea | 7,500.00 | 7,500.00 | ||||||
| S-102 | concrete approach slabs (8.5 m clr. rdwy; 90 degree crossing) |
1 | ea | 7,500.00 | 7,500.00 | ||||||
| S-103 | concrete approach slabs (7.3m clr. rdwy; 90 degree crossing) |
2 | ea | 7,500.00 | 15,000.00 | ||||||
| CONTRACTOR TOTAL | 891,345.90 | ||||||||||