| |||
| DBE GOAL FED | |||
| Lead Project: 365-03-0008 | |||
| Parish: WINN | |||
| Routes: LA 472 | |||
| Description: GRANT PARISH LINE - US 167 BRIDGES | |||
| Type Const:
removal of bridges, grading, drainage structures, lime trmt, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridges and related work. | |||
| Estimated Construction Cost: $3,523,204.00 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $2,798,737.85 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $3,129,054.45 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $3,431,487.60 |
| 4 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $3,468,644.15 |
| 5 | 00568 | MERRICK CONSTRUCTION CO. | $4,372,700.05 |
| 6 | 09476 | KEY CONSTRUCTORS, INC. | $4,441,193.88 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - JAMES CONSTRUCTION GROUP LLC |
- 4 - DIAMOND B CONSTRUCTION CO., L.L.C. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 125,000.00 | 125,000.00 | 100,000.00 | 100,000.00 | 40,000.00 | 40,000.00 | 100,000.00 | 100,000.00 |
| 202-01 | removal of structures & obstructions | lump | lump | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 |
| 202-02-A-01 | removal of bridge sta. 10+261.08; 11.89 x 7.01 timber bridge |
1 | ea | 6,000.00 | 6,000.00 | 50,000.00 | 50,000.00 | 4,825.00 | 4,825.00 | 50,000.00 | 50,000.00 |
| 202-02-A-02 | removal of bridge sta. 20+302.47; 22.62 x 5.79 timber bridge |
1 | ea | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 |
| 202-02-A-03 | removal of bridge sta. 20+717.51; 22.56 x 5.50 timber bridge |
1 | ea | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 |
| 202-02-A-04 | removal of bridge sta. 20+918.08; 11.89 x 5.79 timber bridge |
1 | ea | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 4,825.00 | 4,825.00 | 50,000.00 | 50,000.00 |
| 202-02-A-05 | removal of bridge sta. 30+400.41; 17.37 x 5.79 timber bridge |
1 | ea | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 7,000.00 | 7,000.00 | 50,000.00 | 50,000.00 |
| 202-02-H | removal of guard rail | 379 | ln m | 10.00 | 3,790.00 | 30.00 | 11,370.00 | 22.00 | 8,338.00 | 20.00 | 7,580.00 |
| 203-02 | drainage excavation | 4,925 | cu m | 8.00 | 39,400.00 | 9.00 | 44,325.00 | 25.00 | 123,125.00 | 5.50 | 27,087.50 |
| 203-05 | excavation and embankment | lump | lump | 100,000.00 | 100,000.00 | 140,000.00 | 140,000.00 | 200,000.00 | 200,000.00 | 113,000.00 | 113,000.00 |
| 204-05-A | temporary sediment check dams (hay) | 35 | ea | 200.00 | 7,000.00 | 225.00 | 7,875.00 | 150.00 | 5,250.00 | 250.00 | 8,750.00 |
| 204-06 | temporary silt fencing | 1,214 | ln m | 10.00 | 12,140.00 | 4.00 | 4,856.00 | 9.00 | 10,926.00 | 25.00 | 30,350.00 |
| 302-02-D | class ii base course (220 mm thick) | 11,215.2 | sq m | 21.00 | 235,519.20 | 13.50 | 151,405.20 | 16.00 | 179,443.20 | 16.75 | 187,854.60 |
| 302-02-D-01 | class ii base course (220 mm thick)(crushed stone only) | 2,598.3 | sq m | 35.00 | 90,940.50 | 30.00 | 77,949.00 | 45.00 | 116,923.50 | 34.50 | 89,641.35 |
| 304-05 | lime treatment (type e) | 209.12 | Mg | 485.00 | 101,423.20 | 125.00 | 26,140.00 | 440.00 | 92,012.80 | 1.00 | 209.12 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
20 | cu m | 100.00 | 2,000.00 | 48.00 | 960.00 | 250.00 | 5,000.00 | 125.00 | 2,500.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | cu m | 1.00 | 100.00 | 20.00 | 2,000.00 | 230.00 | 23,000.00 | 35.00 | 3,500.00 |
| 502-01 | superpave asphaltic concrete | 2,798.8 | Mg | 115.00 | 321,862.00 | 135.00 | 377,838.00 | 115.00 | 321,862.00 | 117.00 | 327,459.60 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
623.9 | Mg | 140.00 | 87,346.00 | 210.00 | 131,019.00 | 140.00 | 87,346.00 | 145.00 | 90,465.50 |
| 701-05-N | side drain pipe (1050 mm) | 9.1 | ln m | 260.00 | 2,366.00 | 250.00 | 2,275.00 | 850.00 | 7,735.00 | 350.00 | 3,185.00 |
| 704-03 | blocked out guard rail | 687.52 | ln m | 65.00 | 44,688.80 | 65.00 | 44,688.80 | 60.00 | 41,251.20 | 70.00 | 48,126.40 |
| 704-08-B | guard rail transitions (double thrie beam) | 152.40 | ln m | 185.00 | 28,194.00 | 195.00 | 29,718.00 | 175.00 | 26,670.00 | 185.00 | 28,194.00 |
| 704-11-A | guard rail end treatment (flared) | 16 | ea | 2,500.00 | 40,000.00 | 2,200.00 | 35,200.00 | 2,000.00 | 32,000.00 | 2,100.00 | 33,600.00 |
| 708-01 | right-of-way monument | 37 | ea | 250.00 | 9,250.00 | 450.00 | 16,650.00 | 140.00 | 5,180.00 | 150.00 | 5,550.00 |
| 708-02 | right-of-way monument witness post | 37 | ea | 250.00 | 9,250.00 | 450.00 | 16,650.00 | 50.00 | 1,850.00 | 55.00 | 2,035.00 |
| 711-01-C | riprap (15 kg, 300 mm thick) | 110 | sq m | 73.00 | 8,030.00 | 55.00 | 6,050.00 | 50.00 | 5,500.00 | 60.00 | 6,600.00 |
| 711-01-D | riprap (25 kg, 460 mm thick) | 2,775 | sq m | 76.00 | 210,900.00 | 65.00 | 180,375.00 | 56.00 | 155,400.00 | 65.00 | 180,375.00 |
| 711-04 | geotextile fabric | 2,885 | sq m | 2.00 | 5,770.00 | 2.00 | 5,770.00 | 2.00 | 5,770.00 | 2.00 | 5,770.00 |
| 713-01 | temporary signs & barricades | lump | lump | 35,000.00 | 35,000.00 | 28,000.00 | 28,000.00 | 12,000.00 | 12,000.00 | 85,000.00 | 85,000.00 |
| 713-03-B | temporary pavement markings (broken line)(100 mm width) (3.0 m length) |
0.080 | km | 200.00 | 16.00 | 250.00 | 20.00 | 200.00 | 16.00 | 210.00 | 16.80 |
| 713-04-A | temporary pavement markings (solid line)(100 mm width) | 4.664 | km | 400.00 | 1,865.60 | 550.00 | 2,565.20 | 400.00 | 1,865.60 | 420.00 | 1,958.88 |
| 716-01-A | mulch (vegetative) | 12,485.0 | kg | 0.50 | 6,242.50 | 0.55 | 6,866.75 | 0.60 | 7,491.00 | 0.55 | 6,866.75 |
| 717-01 | seeding | 331 | kg | 14.60 | 4,832.60 | 15.00 | 4,965.00 | 15.25 | 5,047.75 | 16.00 | 5,296.00 |
| 718-01 | fertilizer | 4,112 | kg | 0.60 | 2,467.20 | 0.60 | 2,467.20 | 1.15 | 4,728.80 | 0.65 | 2,672.80 |
| 720-01-A | erosion control system, slope protection (type a) | 8,600 | sq m | 1.50 | 12,900.00 | 1.60 | 13,760.00 | 1.25 | 10,750.00 | 1.65 | 14,190.00 |
| 722-01 | project site laboratory | 1 | ea | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | 6,500.00 | 6,500.00 |
| 726-01 | bedding material | 115.1 | cu m | 85.00 | 9,783.50 | 75.00 | 8,632.50 | 120.00 | 13,812.00 | 75.00 | 8,632.50 |
| 727-01 | mobilization | lump | lump | 65,000.00 | 65,000.00 | 310,000.00 | 310,000.00 | 275,000.00 | 275,000.00 | 345,000.00 | 345,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | ea | 65.00 | 260.00 | 80.00 | 320.00 | 75.00 | 300.00 | 80.00 | 320.00 |
| 729-16-C | object marker assembly (type 3) | 20 | ea | 75.00 | 1,500.00 | 80.00 | 1,600.00 | 75.00 | 1,500.00 | 80.00 | 1,600.00 |
| 731-02 | reflectorized raised pavement markers | 86 | ea | 5.00 | 430.00 | 5.50 | 473.00 | 5.00 | 430.00 | 5.50 | 473.00 |
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 4.664 | km | 2,500.00 | 11,660.00 | 2,000.00 | 9,328.00 | 2,500.00 | 11,660.00 | 2,650.00 | 12,359.60 |
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 0.080 | km | 700.00 | 56.00 | 550.00 | 44.00 | 700.00 | 56.00 | 750.00 | 60.00 |
| 735-01 | mailboxes | 1 | ea | 1.00 | 1.00 | 5.20 | 5.20 | 10.00 | 10.00 | 13.00 | 13.00 |
| 735-02 | mailbox supports (single) | 1 | ea | 750.00 | 750.00 | 160.00 | 160.00 | 145.00 | 145.00 | 160.00 | 160.00 |
| 740-01 | construction layout | lump | lump | 8,000.00 | 8,000.00 | 35,000.00 | 35,000.00 | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 |
| 804-01-C | precast concrete piles (400 mm) | 1,182.8 | ln m | 210.00 | 248,388.00 | 187.00 | 221,183.60 | 450.00 | 532,260.00 | 200.00 | 236,560.00 |
| 804-12 | loading permanent piles | 4 | ea | 1.00 | 4.00 | 5,000.00 | 20,000.00 | 7,250.00 | 29,000.00 | 1.00 | 4.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 18.92 | cu m | 1,500.00 | 28,380.00 | 1,500.00 | 28,380.00 | 2,500.00 | 47,300.00 | 2,000.00 | 37,840.00 |
| 805-01-F | class a concrete (bents) | 100.87 | cu m | 950.00 | 95,826.50 | 1,500.00 | 151,305.00 | 950.00 | 95,826.50 | 1,600.00 | 161,392.00 |
| 805-03 | class aa concrete | 407.55 | cu m | 850.00 | 346,417.50 | 750.00 | 305,662.50 | 850.00 | 346,417.50 | 1,100.00 | 448,305.00 |
| 805-12-M | reinforced concrete box culverts (1800 mm x 1800 mm) | 76.82 | ln m | 2,000.00 | 153,640.00 | 2,100.00 | 161,322.00 | 2,000.00 | 153,640.00 | 2,000.00 | 153,640.00 |
| 806-01 | deformed reinforcing steel | 50,947 | kg | 1.25 | 63,683.75 | 1.50 | 76,420.50 | 2.25 | 114,630.75 | 2.25 | 114,630.75 |
| 810-01 | concrete railing (barrier) | 228.00 | ln m | 200.00 | 45,600.00 | 245.00 | 55,860.00 | 250.00 | 57,000.00 | 210.00 | 47,880.00 |
| 813-01 | concrete approach slabs | 446.40 | sq m | 260.00 | 116,064.00 | 250.00 | 111,600.00 | 245.00 | 109,368.00 | 225.00 | 100,440.00 |
| CONTRACTOR TOTAL | 2,798,737.85 | 3,129,054.45 | 3,431,487.60 | 3,468,644.15 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - MERRICK CONSTRUCTION CO. |
- 6 - KEY CONSTRUCTORS, 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 | 390,000.00 | 390,000.00 | 275,000.00 | 275,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | lump | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 | ||||
| 202-02-A-01 | removal of bridge sta. 10+261.08; 11.89 x 7.01 timber bridge |
1 | ea | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-02 | removal of bridge sta. 20+302.47; 22.62 x 5.79 timber bridge |
1 | ea | 45,000.00 | 45,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-03 | removal of bridge sta. 20+717.51; 22.56 x 5.50 timber bridge |
1 | ea | 45,000.00 | 45,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-04 | removal of bridge sta. 20+918.08; 11.89 x 5.79 timber bridge |
1 | ea | 45,000.00 | 45,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-A-05 | removal of bridge sta. 30+400.41; 17.37 x 5.79 timber bridge |
1 | ea | 22,500.00 | 22,500.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-H | removal of guard rail | 379 | ln m | 50.00 | 18,950.00 | 10.00 | 3,790.00 | ||||
| 203-02 | drainage excavation | 4,925 | cu m | 8.00 | 39,400.00 | 15.00 | 73,875.00 | ||||
| 203-05 | excavation and embankment | lump | lump | 450,000.00 | 450,000.00 | 350,000.00 | 350,000.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 35 | ea | 20.00 | 700.00 | 120.00 | 4,200.00 | ||||
| 204-06 | temporary silt fencing | 1,214 | ln m | 0.50 | 607.00 | 5.00 | 6,070.00 | ||||
| 302-02-D | class ii base course (220 mm thick) | 11,215.2 | sq m | 30.00 | 336,456.00 | 37.00 | 414,962.40 | ||||
| 302-02-D-01 | class ii base course (220 mm thick)(crushed stone only) | 2,598.3 | sq m | 30.00 | 77,949.00 | 40.00 | 103,932.00 | ||||
| 304-05 | lime treatment (type e) | 209.12 | Mg | 200.00 | 41,824.00 | 425.00 | 88,876.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
20 | cu m | 60.00 | 1,200.00 | 150.00 | 3,000.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | cu m | 50.00 | 5,000.00 | 150.00 | 15,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 2,798.8 | Mg | 125.00 | 349,850.00 | 150.00 | 419,820.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
623.9 | Mg | 200.00 | 124,780.00 | 175.00 | 109,182.50 | ||||
| 701-05-N | side drain pipe (1050 mm) | 9.1 | ln m | 400.00 | 3,640.00 | 500.00 | 4,550.00 | ||||
| 704-03 | blocked out guard rail | 687.52 | ln m | 60.00 | 41,251.20 | 65.00 | 44,688.80 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 152.40 | ln m | 175.00 | 26,670.00 | 185.00 | 28,194.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 16 | ea | 2,000.00 | 32,000.00 | 2,500.00 | 40,000.00 | ||||
| 708-01 | right-of-way monument | 37 | ea | 6.00 | 222.00 | 100.00 | 3,700.00 | ||||
| 708-02 | right-of-way monument witness post | 37 | ea | 25.00 | 925.00 | 100.00 | 3,700.00 | ||||
| 711-01-C | riprap (15 kg, 300 mm thick) | 110 | sq m | 30.00 | 3,300.00 | 70.00 | 7,700.00 | ||||
| 711-01-D | riprap (25 kg, 460 mm thick) | 2,775 | sq m | 40.00 | 111,000.00 | 70.00 | 194,250.00 | ||||
| 711-04 | geotextile fabric | 2,885 | sq m | 1.00 | 2,885.00 | 7.00 | 20,195.00 | ||||
| 713-01 | temporary signs & barricades | lump | lump | 244,000.00 | 244,000.00 | 100,000.00 | 100,000.00 | ||||
| 713-03-B | temporary pavement markings (broken line)(100 mm width) (3.0 m length) |
0.080 | km | 50.00 | 4.00 | 200.00 | 16.00 | ||||
| 713-04-A | temporary pavement markings (solid line)(100 mm width) | 4.664 | km | 50.00 | 233.20 | 400.00 | 1,865.60 | ||||
| 716-01-A | mulch (vegetative) | 12,485.0 | kg | 0.75 | 9,363.75 | 0.64 | 7,990.40 | ||||
| 717-01 | seeding | 331 | kg | 8.50 | 2,813.50 | 15.40 | 5,097.40 | ||||
| 718-01 | fertilizer | 4,112 | kg | 0.70 | 2,878.40 | 1.19 | 4,893.28 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 8,600 | sq m | 1.50 | 12,900.00 | 1.30 | 11,180.00 | ||||
| 722-01 | project site laboratory | 1 | ea | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | ||||
| 726-01 | bedding material | 115.1 | cu m | 110.00 | 12,661.00 | 115.00 | 13,236.50 | ||||
| 727-01 | mobilization | lump | lump | 435,000.00 | 435,000.00 | 500,000.00 | 500,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 4 | ea | 75.00 | 300.00 | 65.00 | 260.00 | ||||
| 729-16-C | object marker assembly (type 3) | 20 | ea | 75.00 | 1,500.00 | 75.00 | 1,500.00 | ||||
| 731-02 | reflectorized raised pavement markers | 86 | ea | 5.00 | 430.00 | 5.00 | 430.00 | ||||
| 732-02-A | plastic pavement striping (solid line)(100 mm width) | 4.664 | km | 2,500.00 | 11,660.00 | 2,500.00 | 11,660.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(100 mm width) | 0.080 | km | 700.00 | 56.00 | 700.00 | 56.00 | ||||
| 735-01 | mailboxes | 1 | ea | 5.00 | 5.00 | 250.00 | 250.00 | ||||
| 735-02 | mailbox supports (single) | 1 | ea | 175.00 | 175.00 | 250.00 | 250.00 | ||||
| 740-01 | construction layout | lump | lump | 350,000.00 | 350,000.00 | 150,000.00 | 150,000.00 | ||||
| 804-01-C | precast concrete piles (400 mm) | 1,182.8 | ln m | 300.00 | 354,840.00 | 215.00 | 254,302.00 | ||||
| 804-12 | loading permanent piles | 4 | ea | 1,000.00 | 4,000.00 | 5,000.00 | 20,000.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 18.92 | cu m | 1,180.00 | 22,325.60 | 1,750.00 | 33,110.00 | ||||
| 805-01-F | class a concrete (bents) | 100.87 | cu m | 845.00 | 85,235.15 | 1,250.00 | 126,087.50 | ||||
| 805-03 | class aa concrete | 407.55 | cu m | 575.00 | 234,341.25 | 1,000.00 | 407,550.00 | ||||
| 805-12-M | reinforced concrete box culverts (1800 mm x 1800 mm) | 76.82 | ln m | 1,700.00 | 130,594.00 | 2,100.00 | 161,322.00 | ||||
| 806-01 | deformed reinforcing steel | 50,947 | kg | 1.00 | 50,947.00 | 2.50 | 127,367.50 | ||||
| 810-01 | concrete railing (barrier) | 228.00 | ln m | 200.00 | 45,600.00 | 245.00 | 55,860.00 | ||||
| 813-01 | concrete approach slabs | 446.40 | sq m | 145.00 | 64,728.00 | 285.00 | 127,224.00 | ||||
| CONTRACTOR TOTAL | 4,372,700.05 | 4,441,193.88 | |||||||||