| |||
| DBE GOAL FED | |||
| Lead Project: 713-22-0116 | |||
| Parish: GRANT | |||
| Routes: | |||
| Description: ROBERTSON, NELMS LOOP, AND LEMOINE CUT OFF ROAD BRIDGES | |||
| Type Const:
removal of timber bridges, grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, bridge superstructure, and related work. | |||
| Estimated Construction Cost: $1,495,013.00 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $1,160,451.50 |
| 2 | 18546 | C W & W CONTRACTORS, INC. | $1,294,703.00 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $1,382,796.00 |
| 4 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,418,922.00 |
| 5 | 09476 | KEY CONSTRUCTORS, INC. | $1,486,779.50 |
| 6 | 50078 | FENTON EXCAVATING & CONST. INC. | $1,512,179.46 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - C W & W CONTRACTORS, INC. |
- 3 - GUINN BROTHERS, LLC. |
- 4 - GILCHRIST CONSTRUCTION CO. LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 |
| 202-01 | removal of structures and obstructions | lump | lump | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 202-02-A-01 | removal of bridge(sta. 36+05-20.70 ft.w x 39.00 ft. l timber bridge) |
1 | EACH | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 25,000.00 | 25,000.00 |
| 202-02-A-03 | removal of bridge(sta. 15+15-19.00ft.w x 153.00 ft. l timber bridge) |
1 | EACH | 14,000.00 | 14,000.00 | 10,000.00 | 10,000.00 | 16,000.00 | 16,000.00 | 30,000.00 | 30,000.00 |
| 203-05 | excavation and embankment | lump | LUMP | 45,000.00 | 45,000.00 | 60,000.00 | 60,000.00 | 48,000.00 | 48,000.00 | 70,000.00 | 70,000.00 |
| 204-02 | temporary hay or straw bales | 230 | EACH | 10.00 | 2,300.00 | 10.00 | 2,300.00 | 10.00 | 2,300.00 | 10.00 | 2,300.00 |
| 204-03 | temporary slope drains | 76 | LNFT | 25.00 | 1,900.00 | 10.00 | 760.00 | 10.00 | 760.00 | 40.00 | 3,040.00 |
| 204-06 | temporary silt fencing | 1,675 | LNFT | 3.00 | 5,025.00 | 3.00 | 5,025.00 | 3.00 | 5,025.00 | 2.00 | 3,350.00 |
| 302-01-A | class ii base course (stone or asphaltic concrete) | 475.5 | CUYD | 125.00 | 59,437.50 | 100.00 | 47,550.00 | 100.00 | 47,550.00 | 130.00 | 61,815.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
24 | CUYD | 125.00 | 3,000.00 | 100.00 | 2,400.00 | 100.00 | 2,400.00 | 75.00 | 1,800.00 |
| 502-01 | superpave asphaltic concrete | 412.0 | TON | 185.00 | 76,220.00 | 235.00 | 96,820.00 | 275.00 | 113,300.00 | 150.00 | 61,800.00 |
| 701-01-U | cross drain pipe (84" cmp) | 186 | LNFT | 700.00 | 130,200.00 | 450.00 | 83,700.00 | 545.00 | 101,370.00 | 350.00 | 65,100.00 |
| 701-05-I | side drain pipe (24") | 106 | LNFT | 35.00 | 3,710.00 | 60.00 | 6,360.00 | 85.00 | 9,010.00 | 90.00 | 9,540.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 65.00 | 13,000.00 | 75.00 | 15,000.00 | 68.00 | 13,600.00 | 60.00 | 12,000.00 |
| 704-09 | guard rail anchor sections (turndown) | 200.0 | LNFT | 40.00 | 8,000.00 | 40.00 | 8,000.00 | 35.00 | 7,000.00 | 55.00 | 11,000.00 |
| 705-01 | barbed wire fence | 288 | LNFT | 6.00 | 1,728.00 | 10.00 | 2,880.00 | 8.00 | 2,304.00 | 8.50 | 2,448.00 |
| 711-01-C | riprap (30 lb, 14" thick) | 1,260 | SQYD | 53.00 | 66,780.00 | 85.00 | 107,100.00 | 70.00 | 88,200.00 | 50.00 | 63,000.00 |
| 711-01-D | riprap (55 lb,18" thick) | 650 | SQYD | 60.00 | 39,000.00 | 85.00 | 55,250.00 | 80.00 | 52,000.00 | 55.00 | 35,750.00 |
| 711-03-B | riprap (10 lb) | 50.0 | TON | 100.00 | 5,000.00 | 50.00 | 2,500.00 | 100.00 | 5,000.00 | 60.00 | 3,000.00 |
| 711-04 | geotextile fabric | 1,927 | SQYD | 3.00 | 5,781.00 | 3.00 | 5,781.00 | 5.00 | 9,635.00 | 2.00 | 3,854.00 |
| 712-02 | sacked concrete revetment | 591 | SQYD | 125.00 | 73,875.00 | 95.00 | 56,145.00 | 85.00 | 50,235.00 | 100.00 | 59,100.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 22,500.00 | 22,500.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 |
| 716-01-A | mulch (vegetative) | 0.8 | TON | 600.00 | 480.00 | 750.00 | 600.00 | 2,000.00 | 1,600.00 | 2,100.00 | 1,680.00 |
| 717-01 | seeding | 15 | LB | 15.00 | 225.00 | 19.00 | 285.00 | 30.00 | 450.00 | 26.00 | 390.00 |
| 718-01 | fertilizer | 320 | LB | 1.00 | 320.00 | 1.25 | 400.00 | 1.00 | 320.00 | 2.75 | 880.00 |
| 720-01-A | erosion control system, slope protection (type a) | 2,250 | SQYD | 1.50 | 3,375.00 | 2.00 | 4,500.00 | 2.00 | 4,500.00 | 2.20 | 4,950.00 |
| 726-01 | bedding material | 72.2 | CUYD | 125.00 | 9,025.00 | 125.00 | 9,025.00 | 100.00 | 7,220.00 | 85.00 | 6,137.00 |
| 727-01 | mobilization | lump | LUMP | 37,500.00 | 37,500.00 | 78,000.00 | 78,000.00 | 105,000.00 | 105,000.00 | 140,000.00 | 140,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 75.00 | 300.00 | 95.00 | 380.00 | 100.00 | 400.00 | 75.00 | 300.00 |
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 75.00 | 1,200.00 | 140.00 | 2,240.00 | 125.00 | 2,000.00 | 75.00 | 1,200.00 |
| 740-01 | construction layout | lump | LUMP | 7,000.00 | 7,000.00 | 25,000.00 | 25,000.00 | 18,000.00 | 18,000.00 | 14,000.00 | 14,000.00 |
| 804-01-B | precast concrete piles (14") | 720 | LNFT | 54.00 | 38,880.00 | 100.00 | 72,000.00 | 59.50 | 42,840.00 | 65.00 | 46,800.00 |
| 804-01-C | precast concrete piles (16") | 1,917 | LNFT | 64.00 | 122,688.00 | 100.00 | 191,700.00 | 75.00 | 143,775.00 | 64.00 | 122,688.00 |
| 804-12 | loading permanent piles | 2 | EACH | 1.00 | 2.00 | 1.00 | 2.00 | 1.00 | 2.00 | 7,500.00 | 15,000.00 |
| 805-10-A | bridge superstructure & substructure (24', 90 degree crossing , c.i.p. bents) |
8 | SPAN | 26,000.00 | 208,000.00 | 23,000.00 | 184,000.00 | 32,000.00 | 256,000.00 | 31,000.00 | 248,000.00 |
| 805-10-B | bridge superstructure & substructure (24', 90 degree crossing) (c.i.p.) |
3 | SPAN | 26,000.00 | 78,000.00 | 23,000.00 | 69,000.00 | 32,000.00 | 96,000.00 | 31,000.00 | 93,000.00 |
| S-101 | concrete approach slabs (24',90 degree crossing) (w/asphalt) |
3 | EACH | 9,000.00 | 27,000.00 | 10,000.00 | 30,000.00 | 10,000.00 | 30,000.00 | 10,000.00 | 30,000.00 |
| S-102 | concrete approach slabs (24',90 degree crossing) (curved)(w/asphalt) |
1 | EACH | 9,000.00 | 9,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| CONTRACTOR TOTAL | 1,160,451.50 | 1,294,703.00 | 1,382,796.00 | 1,418,922.00 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - KEY CONSTRUCTORS, INC. |
- 6 - FENTON EXCAVATING & CONST. INC. |
|
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 90,000.00 | 90,000.00 | 32,724.00 | 32,724.00 | ||||
| 202-01 | removal of structures and obstructions | lump | lump | 10,000.00 | 10,000.00 | 14,868.00 | 14,868.00 | ||||
| 202-02-A-01 | removal of bridge(sta. 36+05-20.70 ft.w x 39.00 ft. l timber bridge) |
1 | EACH | 6,000.00 | 6,000.00 | 4,600.00 | 4,600.00 | ||||
| 202-02-A-03 | removal of bridge(sta. 15+15-19.00ft.w x 153.00 ft. l timber bridge) |
1 | EACH | 20,000.00 | 20,000.00 | 8,625.00 | 8,625.00 | ||||
| 203-05 | excavation and embankment | lump | LUMP | 35,000.00 | 35,000.00 | 63,375.00 | 63,375.00 | ||||
| 204-02 | temporary hay or straw bales | 230 | EACH | 15.00 | 3,450.00 | 9.20 | 2,116.00 | ||||
| 204-03 | temporary slope drains | 76 | LNFT | 20.00 | 1,520.00 | 11.50 | 874.00 | ||||
| 204-06 | temporary silt fencing | 1,675 | LNFT | 4.00 | 6,700.00 | 3.45 | 5,778.75 | ||||
| 302-01-A | class ii base course (stone or asphaltic concrete) | 475.5 | CUYD | 110.00 | 52,305.00 | 112.70 | 53,588.85 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
24 | CUYD | 90.00 | 2,160.00 | 58.00 | 1,392.00 | ||||
| 502-01 | superpave asphaltic concrete | 412.0 | TON | 185.00 | 76,220.00 | 216.00 | 88,992.00 | ||||
| 701-01-U | cross drain pipe (84" cmp) | 186 | LNFT | 400.00 | 74,400.00 | 519.00 | 96,534.00 | ||||
| 701-05-I | side drain pipe (24") | 106 | LNFT | 60.00 | 6,360.00 | 98.00 | 10,388.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 60.00 | 12,000.00 | 65.00 | 13,000.00 | ||||
| 704-09 | guard rail anchor sections (turndown) | 200.0 | LNFT | 60.00 | 12,000.00 | 65.00 | 13,000.00 | ||||
| 705-01 | barbed wire fence | 288 | LNFT | 8.00 | 2,304.00 | 24.00 | 6,912.00 | ||||
| 711-01-C | riprap (30 lb, 14" thick) | 1,260 | SQYD | 70.00 | 88,200.00 | 86.00 | 108,360.00 | ||||
| 711-01-D | riprap (55 lb,18" thick) | 650 | SQYD | 115.00 | 74,750.00 | 100.00 | 65,000.00 | ||||
| 711-03-B | riprap (10 lb) | 50.0 | TON | 65.00 | 3,250.00 | 86.00 | 4,300.00 | ||||
| 711-04 | geotextile fabric | 1,927 | SQYD | 3.00 | 5,781.00 | 1.38 | 2,659.26 | ||||
| 712-02 | sacked concrete revetment | 591 | SQYD | 75.00 | 44,325.00 | 81.00 | 47,871.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 25,000.00 | 25,000.00 | 9,000.00 | 9,000.00 | ||||
| 716-01-A | mulch (vegetative) | 0.8 | TON | 700.00 | 560.00 | 805.00 | 644.00 | ||||
| 717-01 | seeding | 15 | LB | 15.00 | 225.00 | 23.00 | 345.00 | ||||
| 718-01 | fertilizer | 320 | LB | 1.00 | 320.00 | 0.75 | 240.00 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 2,250 | SQYD | 1.75 | 3,937.50 | 1.84 | 4,140.00 | ||||
| 726-01 | bedding material | 72.2 | CUYD | 110.00 | 7,942.00 | 108.00 | 7,797.60 | ||||
| 727-01 | mobilization | lump | LUMP | 150,000.00 | 150,000.00 | 130,567.00 | 130,567.00 | ||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 70.00 | 280.00 | 80.50 | 322.00 | ||||
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 85.00 | 1,360.00 | 98.00 | 1,568.00 | ||||
| 740-01 | construction layout | lump | LUMP | 40,000.00 | 40,000.00 | 51,840.00 | 51,840.00 | ||||
| 804-01-B | precast concrete piles (14") | 720 | LNFT | 70.00 | 50,400.00 | 75.60 | 54,432.00 | ||||
| 804-01-C | precast concrete piles (16") | 1,917 | LNFT | 90.00 | 172,530.00 | 81.00 | 155,277.00 | ||||
| 804-12 | loading permanent piles | 2 | EACH | 1,500.00 | 3,000.00 | 1,400.00 | 2,800.00 | ||||
| 805-10-A | bridge superstructure & substructure (24', 90 degree crossing , c.i.p. bents) |
8 | SPAN | 33,000.00 | 264,000.00 | 34,970.00 | 279,760.00 | ||||
| 805-10-B | bridge superstructure & substructure (24', 90 degree crossing) (c.i.p.) |
3 | SPAN | 34,500.00 | 103,500.00 | 40,763.00 | 122,289.00 | ||||
| S-101 | concrete approach slabs (24',90 degree crossing) (w/asphalt) |
3 | EACH | 9,000.00 | 27,000.00 | 11,400.00 | 34,200.00 | ||||
| S-102 | concrete approach slabs (24',90 degree crossing) (curved)(w/asphalt) |
1 | EACH | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | ||||
| CONTRACTOR TOTAL | 1,486,779.50 | 1,512,179.46 | |||||||||