| |||
| DBE GOAL FED | |||
| Lead Project: 713-05-0104 | |||
| Parish: AVOYELLES | |||
| Routes: | |||
| Description: FORT DE RUSSY BRIDGE AND JOHNSON BRIDGE | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridge, and related work. | |||
| Estimated Construction Cost: $897,156.65 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $793,696.05 |
| 2 | 50078 | FENTON EXCAVATING & CONST. INC. | $897,624.61 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $959,978.05 |
| 4 | 09090 | GUINN BROTHERS, LLC. | $964,596.47 |
| 5 | 18546 | C W & W CONTRACTORS, INC. | $1,020,572.70 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - FENTON EXCAVATING & CONST. INC. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
- 4 - GUINN BROTHERS, LLC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 25,000.00 | 25,000.00 | 14,506.00 | 14,506.00 | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 |
| 202-02-A-01 | removal of bridge (sta. 3+012.22, 6.10m x24.44m,7-span timber bridge) |
1 | each | 8,000.00 | 8,000.00 | 7,700.00 | 7,700.00 | 20,000.00 | 20,000.00 | 14,000.00 | 14,000.00 |
| 202-02-A-02 | removal of bridge (sta. 3+008.55, 4.90m x17.10m,5-span timber bridge) |
1 | each | 8,000.00 | 8,000.00 | 4,370.00 | 4,370.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 |
| 203-05 | excavation and embankment | lump | lump | 42,000.00 | 42,000.00 | 32,700.00 | 32,700.00 | 100,000.00 | 100,000.00 | 35,000.00 | 35,000.00 |
| 204-02 | temporary baled hay or straw | 14 | each | 5.00 | 70.00 | 23.00 | 322.00 | 15.00 | 210.00 | 10.00 | 140.00 |
| 204-03 | temporary slope drains | 40 | ln m | 35.00 | 1,400.00 | 8.00 | 320.00 | 75.00 | 3,000.00 | 10.00 | 400.00 |
| 204-06 | temporary silt fencing | 625 | ln m | 11.00 | 6,875.00 | 7.00 | 4,375.00 | 2.50 | 1,562.50 | 13.50 | 8,437.50 |
| 302-01 | class ii base course | 326.1 | cu m | 140.00 | 45,654.00 | 115.00 | 37,501.50 | 185.00 | 60,328.50 | 130.00 | 42,393.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2 | cu m | 500.00 | 1,000.00 | 201.00 | 402.00 | 90.00 | 180.00 | 100.00 | 200.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 25.0 | cu m | 50.00 | 1,250.00 | 109.00 | 2,725.00 | 75.00 | 1,875.00 | 130.00 | 3,250.00 |
| 502-01 | superpave asphaltic concrete | 279.6 | Mg | 205.00 | 57,318.00 | 236.00 | 65,985.60 | 240.00 | 67,104.00 | 375.00 | 104,850.00 |
| 701-02-B | cross drain pipe arch (450 mm equiv. rcpa) | 12.5 | ln m | 125.00 | 1,562.50 | 138.00 | 1,725.00 | 560.00 | 7,000.00 | 415.00 | 5,187.50 |
| 701-05-G | side drain pipe (450 mm) | 5.0 | ln m | 125.00 | 625.00 | 137.00 | 685.00 | 480.00 | 2,400.00 | 525.00 | 2,625.00 |
| 701-05-G-01 | side drain pipe (450 mm) (erosion) | 8.0 | ln m | 118.00 | 944.00 | 139.00 | 1,112.00 | 340.00 | 2,720.00 | 525.00 | 4,200.00 |
| 701-05-I | side drain pipe (600 mm) | 6.0 | ln m | 118.00 | 708.00 | 167.00 | 1,002.00 | 485.00 | 2,910.00 | 530.00 | 3,180.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 175.00 | 5,334.00 | 189.00 | 5,760.72 | 210.00 | 6,400.80 | 245.00 | 7,467.60 |
| 704-09 | guard rail anchor sections (turndown) | 30.48 | ln m | 105.00 | 3,200.40 | 113.00 | 3,444.24 | 185.00 | 5,638.80 | 200.00 | 6,096.00 |
| 705-01 | barbed wire fence | 80 | ln m | 20.00 | 1,600.00 | 23.00 | 1,840.00 | 21.00 | 1,680.00 | 26.00 | 2,080.00 |
| 705-09 | rebuilt fence | 85 | ln m | 65.00 | 5,525.00 | 13.00 | 1,105.00 | 68.00 | 5,780.00 | 94.00 | 7,990.00 |
| 712-04 | flexible revetment | 500 | sq m | 63.00 | 31,500.00 | 88.00 | 44,000.00 | 73.00 | 36,500.00 | 90.00 | 45,000.00 |
| 713-01 | temporary signs and barricades | lump | lump | 17,500.00 | 17,500.00 | 12,420.00 | 12,420.00 | 35,000.00 | 35,000.00 | 17,000.00 | 17,000.00 |
| 716-01-A | vegetative mulch | 1,837.0 | kg | 0.50 | 918.50 | 1.50 | 2,755.50 | 0.55 | 1,010.35 | 2.76 | 5,070.12 |
| 717-01 | seeding | 21 | kg | 16.40 | 344.40 | 76.00 | 1,596.00 | 17.00 | 357.00 | 70.00 | 1,470.00 |
| 718-01 | fertilizer | 467 | kg | 0.75 | 350.25 | 3.45 | 1,611.15 | 0.80 | 373.60 | 2.25 | 1,050.75 |
| 725-03 | low profile runaround | 1 | ea | 35,000.00 | 35,000.00 | 2,865.00 | 2,865.00 | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 |
| 726-01 | bedding material | 52.0 | cu m | 85.00 | 4,420.00 | 150.00 | 7,800.00 | 135.00 | 7,020.00 | 150.00 | 7,800.00 |
| 727-01 | mobilization | lump | lump | 83,000.00 | 83,000.00 | 115,413.00 | 115,413.00 | 95,000.00 | 95,000.00 | 90,000.00 | 90,000.00 |
| 729-16-B | object marker assembly (type 2) | 6 | each | 70.00 | 420.00 | 81.00 | 486.00 | 75.00 | 450.00 | 100.00 | 600.00 |
| 729-16-C | object marker assembly (type 3) | 8 | each | 100.00 | 800.00 | 98.00 | 784.00 | 75.00 | 600.00 | 100.00 | 800.00 |
| 735-01 | mailboxes | 1 | each | 1.00 | 1.00 | 14.00 | 14.00 | 25.00 | 25.00 | 100.00 | 100.00 |
| 735-02 | mailbox supports (single) | 1 | each | 800.00 | 800.00 | 161.00 | 161.00 | 125.00 | 125.00 | 100.00 | 100.00 |
| 740-01 | construction layout | lump | lump | 7,500.00 | 7,500.00 | 42,550.00 | 42,550.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 |
| 804-01-B | precast concrete piles (350mm) | 325.5 | ln m | 190.00 | 61,845.00 | 285.00 | 92,767.50 | 215.00 | 69,982.50 | 180.00 | 58,590.00 |
| 804-12 | loading permanent piles | 1 | each | 1.00 | 1.00 | 1,150.00 | 1,150.00 | 5,000.00 | 5,000.00 | 1.00 | 1.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 28.00 | cu m | 1,600.00 | 44,800.00 | 1,181.00 | 33,068.00 | 1,200.00 | 33,600.00 | 1,500.00 | 42,000.00 |
| 805-10-A | bridge superstructure and substructure(7.3 m clr. rdwy.;90 degree crossing) |
6 | span | 28,000.00 | 168,000.00 | 35,825.00 | 214,950.00 | 25,000.00 | 150,000.00 | 32,000.00 | 192,000.00 |
| 805-12-P | reinforced concrete box culverts (2100mm x 2100mm) | 42.30 | ln m | 2,250.00 | 95,175.00 | 2,501.00 | 105,792.30 | 2,400.00 | 101,520.00 | 2,700.00 | 114,210.00 |
| 806-01 | deformed reinforcing steel | 1,285 | kg | 3.00 | 3,855.00 | 3.86 | 4,960.10 | 5.00 | 6,425.00 | 8.80 | 11,308.00 |
| S-101 | concrete approach slabs (7.3m clear rdwy: 90 deg. crossing) |
2 | each | 8,200.00 | 16,400.00 | 8,700.00 | 17,400.00 | 8,500.00 | 17,000.00 | 10,000.00 | 20,000.00 |
| S-102 | vibration monitoring | lump | lump | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | 1,200.00 | 1,200.00 | 10,000.00 | 10,000.00 |
| CONTRACTOR TOTAL | 793,696.05 | 897,624.61 | 959,978.05 | 964,596.47 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - C W & W CONTRACTORS, INC. |
|
|
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 10,000.00 | 10,000.00 | ||||||
| 202-02-A-01 | removal of bridge (sta. 3+012.22, 6.10m x24.44m,7-span timber bridge) |
1 | each | 7,500.00 | 7,500.00 | ||||||
| 202-02-A-02 | removal of bridge (sta. 3+008.55, 4.90m x17.10m,5-span timber bridge) |
1 | each | 5,000.00 | 5,000.00 | ||||||
| 203-05 | excavation and embankment | lump | lump | 70,000.00 | 70,000.00 | ||||||
| 204-02 | temporary baled hay or straw | 14 | each | 10.00 | 140.00 | ||||||
| 204-03 | temporary slope drains | 40 | ln m | 45.00 | 1,800.00 | ||||||
| 204-06 | temporary silt fencing | 625 | ln m | 10.00 | 6,250.00 | ||||||
| 302-01 | class ii base course | 326.1 | cu m | 125.00 | 40,762.50 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
2 | cu m | 125.00 | 250.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 25.0 | cu m | 125.00 | 3,125.00 | ||||||
| 502-01 | superpave asphaltic concrete | 279.6 | Mg | 260.00 | 72,696.00 | ||||||
| 701-02-B | cross drain pipe arch (450 mm equiv. rcpa) | 12.5 | ln m | 300.00 | 3,750.00 | ||||||
| 701-05-G | side drain pipe (450 mm) | 5.0 | ln m | 220.00 | 1,100.00 | ||||||
| 701-05-G-01 | side drain pipe (450 mm) (erosion) | 8.0 | ln m | 220.00 | 1,760.00 | ||||||
| 701-05-I | side drain pipe (600 mm) | 6.0 | ln m | 280.00 | 1,680.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 30.48 | ln m | 225.00 | 6,858.00 | ||||||
| 704-09 | guard rail anchor sections (turndown) | 30.48 | ln m | 135.00 | 4,114.80 | ||||||
| 705-01 | barbed wire fence | 80 | ln m | 25.00 | 2,000.00 | ||||||
| 705-09 | rebuilt fence | 85 | ln m | 85.00 | 7,225.00 | ||||||
| 712-04 | flexible revetment | 500 | sq m | 125.00 | 62,500.00 | ||||||
| 713-01 | temporary signs and barricades | lump | lump | 20,000.00 | 20,000.00 | ||||||
| 716-01-A | vegetative mulch | 1,837.0 | kg | 0.70 | 1,285.90 | ||||||
| 717-01 | seeding | 21 | kg | 20.00 | 420.00 | ||||||
| 718-01 | fertilizer | 467 | kg | 1.00 | 467.00 | ||||||
| 725-03 | low profile runaround | 1 | ea | 75,000.00 | 75,000.00 | ||||||
| 726-01 | bedding material | 52.0 | cu m | 150.00 | 7,800.00 | ||||||
| 727-01 | mobilization | lump | lump | 100,000.00 | 100,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 6 | each | 90.00 | 540.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 8 | each | 110.00 | 880.00 | ||||||
| 735-01 | mailboxes | 1 | each | 15.00 | 15.00 | ||||||
| 735-02 | mailbox supports (single) | 1 | each | 175.00 | 175.00 | ||||||
| 740-01 | construction layout | lump | lump | 25,000.00 | 25,000.00 | ||||||
| 804-01-B | precast concrete piles (350mm) | 325.5 | ln m | 365.00 | 118,807.50 | ||||||
| 804-12 | loading permanent piles | 1 | each | 1.00 | 1.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 28.00 | cu m | 1,500.00 | 42,000.00 | ||||||
| 805-10-A | bridge superstructure and substructure(7.3 m clr. rdwy.;90 degree crossing) |
6 | span | 25,000.00 | 150,000.00 | ||||||
| 805-12-P | reinforced concrete box culverts (2100mm x 2100mm) | 42.30 | ln m | 3,150.00 | 133,245.00 | ||||||
| 806-01 | deformed reinforcing steel | 1,285 | kg | 5.00 | 6,425.00 | ||||||
| S-101 | concrete approach slabs (7.3m clear rdwy: 90 deg. crossing) |
2 | each | 10,000.00 | 20,000.00 | ||||||
| S-102 | vibration monitoring | lump | lump | 10,000.00 | 10,000.00 | ||||||
| CONTRACTOR TOTAL | 1,020,572.70 | ||||||||||