| |||
| DBE GOAL FED | |||
| Lead Project: 713-30-0127 | |||
| Parish: LASALLE | |||
| Routes: | |||
| Description: BRIDGES IN LASALLE PARISH | |||
| Type Const:
superpave asphaltic concrete over class ii base course, reinforced concrete box culvert, concrete slab span bridge, and related work. | |||
| Estimated Construction Cost: $1,444,200.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $1,186,419.80 |
| 2 | 09090 | GUINN BROTHERS, LLC. | $1,270,151.00 |
| 3 | 23112 | BEN ALLEN, INC. | $1,388,004.00 |
| 4 | 47635 | M & M MAINTENANCE OF LASALLE, LLC | $1,446,153.50 |
| 5 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,599,668.00 |
| 6 | 34567 | JAMES CONSTRUCTION GROUP LLC | $1,709,001.50 |
| 7 | 18546 | C W & W CONTRACTORS, INC. | $1,790,626.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W. E. MCDONALD & SON, LLC. |
- 2 - GUINN BROTHERS, LLC. |
- 3 - BEN ALLEN, INC. |
- 4 - M & M MAINTENANCE OF LASALLE, LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 80,000.00 | 80,000.00 | 35,000.00 | 35,000.00 | 70,000.00 | 70,000.00 | 70,000.00 | 70,000.00 |
| 202-02-A-01 | removal of bridge (sta. 15+01.32, 23.91' w x 79.17' l; timber bridge) |
1 | EACH | 10,000.00 | 10,000.00 | 11,000.00 | 11,000.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 |
| 202-02-A-02 | removal of bridge (sta. 14+99.55, 26.37' w x 46.25' l; timber bridge) |
1 | EACH | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 202-02-A-03 | removal of bridge (sta. 14+99.86, 22.76' w x 57.08' l; timber bridge) |
1 | EACH | 10,000.00 | 10,000.00 | 8,500.00 | 8,500.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 |
| 203-05 | excavation and embankment | lump | LUMP | 38,000.00 | 38,000.00 | 48,000.00 | 48,000.00 | 87,500.00 | 87,500.00 | 62,000.00 | 62,000.00 |
| 204-02 | temporary hay or straw bales | 24 | EACH | 1.00 | 24.00 | 100.00 | 2,400.00 | 10.00 | 240.00 | FREE | FREE |
| 204-03 | temporary slope drains | 60 | LNFT | 1.00 | 60.00 | 10.00 | 600.00 | 10.00 | 600.00 | FREE | FREE |
| 204-05-A | temporary sediment check dams (hay) | 10 | EACH | 1.00 | 10.00 | 100.00 | 1,000.00 | 50.00 | 500.00 | FREE | FREE |
| 204-06 | temporary silt fencing | 1,940 | LNFT | 2.00 | 3,880.00 | 4.00 | 7,760.00 | 2.50 | 4,850.00 | FREE | FREE |
| 302-01 | class ii base course | 538.8 | CUYD | 91.00 | 49,030.80 | 90.00 | 48,492.00 | 125.00 | 67,350.00 | 90.00 | 48,492.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
39 | CUYD | 50.00 | 1,950.00 | 100.00 | 3,900.00 | 125.00 | 4,875.00 | 90.00 | 3,510.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 120.0 | CUYD | 25.00 | 3,000.00 | 100.00 | 12,000.00 | 125.00 | 15,000.00 | 90.00 | 10,800.00 |
| 502-01 | superpave asphaltic concrete | 435.2 | TON | 200.00 | 87,040.00 | 315.00 | 137,088.00 | 250.00 | 108,800.00 | 175.00 | 76,160.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 65.00 | 13,000.00 | 70.00 | 14,000.00 | 75.00 | 15,000.00 | 65.00 | 13,000.00 |
| 704-09 | guard rail anchor sections (turndown) | 200.0 | LNFT | 40.00 | 8,000.00 | 40.00 | 8,000.00 | 55.00 | 11,000.00 | 45.00 | 9,000.00 |
| 705-01 | barbed wire fence | 150 | LNFT | 10.00 | 1,500.00 | 10.00 | 1,500.00 | 14.00 | 2,100.00 | 5.00 | 750.00 |
| 711-01-D | riprap (55 lb,18" thick) | 469 | SQYD | 72.00 | 33,768.00 | 85.00 | 39,865.00 | 77.00 | 36,113.00 | 75.00 | 35,175.00 |
| 711-04 | geotextile fabric | 469 | SQYD | 3.00 | 1,407.00 | 5.00 | 2,345.00 | 3.00 | 1,407.00 | 1.00 | 469.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 90,000.00 | 90,000.00 | 15,000.00 | 15,000.00 | 16,000.00 | 16,000.00 | 23,000.00 | 23,000.00 |
| 716-01-A | mulch (vegetative) | 1.4 | TON | 600.00 | 840.00 | 3,000.00 | 4,200.00 | 1,000.00 | 1,400.00 | 1,000.00 | 1,400.00 |
| 717-01 | seeding | 37 | LB | 10.00 | 370.00 | 15.00 | 555.00 | 50.00 | 1,850.00 | 12.00 | 444.00 |
| 718-01 | fertilizer | 720 | LB | 1.50 | 1,080.00 | 1.00 | 720.00 | 2.00 | 1,440.00 | 2.00 | 1,440.00 |
| 726-01 | bedding material | 92.6 | CUYD | 125.00 | 11,575.00 | 115.00 | 10,649.00 | 100.00 | 9,260.00 | 80.00 | 7,408.00 |
| 727-01 | mobilization | lump | LUMP | 44,000.00 | 44,000.00 | 95,000.00 | 95,000.00 | 109,500.00 | 109,500.00 | 50,000.00 | 50,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 85.00 | 340.00 | 100.00 | 400.00 | 75.00 | 300.00 | 60.00 | 240.00 |
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 85.00 | 1,360.00 | 100.00 | 1,600.00 | 85.00 | 1,360.00 | 75.00 | 1,200.00 |
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 24,000.00 | 24,000.00 | 14,000.00 | 14,000.00 | 45,000.00 | 45,000.00 |
| 804-01-B | precast concrete piles (14") | 1,260 | LNFT | 52.00 | 65,520.00 | 65.00 | 81,900.00 | 66.00 | 83,160.00 | 121.00 | 152,460.00 |
| 804-01-C | precast concrete piles (16") | 1,488 | LNFT | 62.00 | 92,256.00 | 75.00 | 111,600.00 | 84.00 | 124,992.00 | 135.00 | 200,880.00 |
| 804-12 | loading permanent piles | 2 | EACH | 1.00 | 2.00 | 1.00 | 2.00 | 0.00 | 0.00 | 1.00 | 2.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 42.86 | CUYD | 1,200.00 | 51,432.00 | 1,750.00 | 75,005.00 | 1,200.00 | 51,432.00 | 1,100.00 | 47,146.00 |
| 805-10-A | bridge superstructure & substructure (24' clear rdwy.; 60 deg.crossing) |
7 | SPAN | 25,000.00 | 175,000.00 | 26,500.00 | 185,500.00 | 32,000.00 | 224,000.00 | 35,000.00 | 245,000.00 |
| 805-10-B | bridge superstructure & substructure (24' clear rdwy.; 90deg crossing; cip) |
6 | SPAN | 28,000.00 | 168,000.00 | 25,000.00 | 150,000.00 | 31,000.00 | 186,000.00 | 36,000.00 | 216,000.00 |
| 805-12-S | reinforced concrete box culverts (8'x 8') | 80.0 | LNFT | 1,000.00 | 80,000.00 | 1,000.00 | 80,000.00 | 900.00 | 72,000.00 | 800.00 | 64,000.00 |
| 806-01 | deformed reinforcing steel | 3,190 | LB | 2.50 | 7,975.00 | 3.00 | 9,570.00 | 2.50 | 7,975.00 | 2.25 | 7,177.50 |
| S-101 | concrete approach slabs (24' clear rdwy.; 60deg x-ing; with asphalt) |
2 | EACH | 9,000.00 | 18,000.00 | 9,000.00 | 18,000.00 | 10,000.00 | 20,000.00 | 10,000.00 | 20,000.00 |
| S-102 | concrete approach slabs (24' clear rdwy.; 90deg x-ing; curve; with asphalt) |
2 | EACH | 9,000.00 | 18,000.00 | 9,500.00 | 19,000.00 | 10,000.00 | 20,000.00 | 9,500.00 | 19,000.00 |
| CONTRACTOR TOTAL | 1,186,419.80 | 1,270,151.00 | 1,388,004.00 | 1,446,153.50 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - GILCHRIST CONSTRUCTION CO. LLC |
- 6 - JAMES CONSTRUCTION GROUP LLC |
- 7 - C W & W CONTRACTORS, INC. |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 50,000.00 | 50,000.00 | 55,000.00 | 55,000.00 | ||
| 202-02-A-01 | removal of bridge (sta. 15+01.32, 23.91' w x 79.17' l; timber bridge) |
1 | EACH | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-A-02 | removal of bridge (sta. 14+99.55, 26.37' w x 46.25' l; timber bridge) |
1 | EACH | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-A-03 | removal of bridge (sta. 14+99.86, 22.76' w x 57.08' l; timber bridge) |
1 | EACH | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | ||
| 203-05 | excavation and embankment | lump | LUMP | 155,000.00 | 155,000.00 | 85,000.00 | 85,000.00 | 95,000.00 | 95,000.00 | ||
| 204-02 | temporary hay or straw bales | 24 | EACH | 25.00 | 600.00 | 70.00 | 1,680.00 | 10.00 | 240.00 | ||
| 204-03 | temporary slope drains | 60 | LNFT | 65.00 | 3,900.00 | 30.00 | 1,800.00 | 10.00 | 600.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 10 | EACH | 300.00 | 3,000.00 | 200.00 | 2,000.00 | 125.00 | 1,250.00 | ||
| 204-06 | temporary silt fencing | 1,940 | LNFT | 2.50 | 4,850.00 | 3.50 | 6,790.00 | 3.00 | 5,820.00 | ||
| 302-01 | class ii base course | 538.8 | CUYD | 125.00 | 67,350.00 | 240.00 | 129,312.00 | 110.00 | 59,268.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
39 | CUYD | 150.00 | 5,850.00 | 275.00 | 10,725.00 | 110.00 | 4,290.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 120.0 | CUYD | 60.00 | 7,200.00 | 150.00 | 18,000.00 | 110.00 | 13,200.00 | ||
| 502-01 | superpave asphaltic concrete | 435.2 | TON | 210.00 | 91,392.00 | 275.00 | 119,680.00 | 250.00 | 108,800.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 80.00 | 16,000.00 | 65.00 | 13,000.00 | 75.00 | 15,000.00 | ||
| 704-09 | guard rail anchor sections (turndown) | 200.0 | LNFT | 40.00 | 8,000.00 | 37.00 | 7,400.00 | 45.00 | 9,000.00 | ||
| 705-01 | barbed wire fence | 150 | LNFT | 7.50 | 1,125.00 | 13.00 | 1,950.00 | 25.00 | 3,750.00 | ||
| 711-01-D | riprap (55 lb,18" thick) | 469 | SQYD | 85.00 | 39,865.00 | 65.00 | 30,485.00 | 90.00 | 42,210.00 | ||
| 711-04 | geotextile fabric | 469 | SQYD | 4.00 | 1,876.00 | 3.00 | 1,407.00 | 3.00 | 1,407.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 60,000.00 | 60,000.00 | 4,500.00 | 4,500.00 | 55,000.00 | 55,000.00 | ||
| 716-01-A | mulch (vegetative) | 1.4 | TON | 600.00 | 840.00 | 695.00 | 973.00 | 3,000.00 | 4,200.00 | ||
| 717-01 | seeding | 37 | LB | 10.00 | 370.00 | 15.00 | 555.00 | 60.00 | 2,220.00 | ||
| 718-01 | fertilizer | 720 | LB | 1.25 | 900.00 | 0.75 | 540.00 | 6.00 | 4,320.00 | ||
| 726-01 | bedding material | 92.6 | CUYD | 100.00 | 9,260.00 | 110.00 | 10,186.00 | 125.00 | 11,575.00 | ||
| 727-01 | mobilization | lump | LUMP | 160,000.00 | 160,000.00 | 170,000.00 | 170,000.00 | 200,000.00 | 200,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 80.00 | 320.00 | 80.00 | 320.00 | 100.00 | 400.00 | ||
| 729-16-C | object marker assembly (type 3) | 16 | EACH | 80.00 | 1,280.00 | 80.00 | 1,280.00 | 100.00 | 1,600.00 | ||
| 740-01 | construction layout | lump | LUMP | 32,000.00 | 32,000.00 | 20,000.00 | 20,000.00 | 55,000.00 | 55,000.00 | ||
| 804-01-B | precast concrete piles (14") | 1,260 | LNFT | 55.00 | 69,300.00 | 70.00 | 88,200.00 | 115.00 | 144,900.00 | ||
| 804-01-C | precast concrete piles (16") | 1,488 | LNFT | 65.00 | 96,720.00 | 85.00 | 126,480.00 | 125.00 | 186,000.00 | ||
| 804-12 | loading permanent piles | 2 | EACH | 10,000.00 | 20,000.00 | 2,500.00 | 5,000.00 | 1.00 | 2.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 42.86 | CUYD | 1,500.00 | 64,290.00 | 1,350.00 | 57,861.00 | 1,400.00 | 60,004.00 | ||
| 805-10-A | bridge superstructure & substructure (24' clear rdwy.; 60 deg.crossing) |
7 | SPAN | 34,000.00 | 238,000.00 | 47,500.00 | 332,500.00 | 30,000.00 | 210,000.00 | ||
| 805-10-B | bridge superstructure & substructure (24' clear rdwy.; 90deg crossing; cip) |
6 | SPAN | 36,000.00 | 216,000.00 | 47,500.00 | 285,000.00 | 40,000.00 | 240,000.00 | ||
| 805-12-S | reinforced concrete box culverts (8'x 8') | 80.0 | LNFT | 1,000.00 | 80,000.00 | 740.00 | 59,200.00 | 1,200.00 | 96,000.00 | ||
| 806-01 | deformed reinforcing steel | 3,190 | LB | 2.00 | 6,380.00 | 2.25 | 7,177.50 | 3.00 | 9,570.00 | ||
| S-101 | concrete approach slabs (24' clear rdwy.; 60deg x-ing; with asphalt) |
2 | EACH | 11,500.00 | 23,000.00 | 7,500.00 | 15,000.00 | 20,000.00 | 40,000.00 | ||
| S-102 | concrete approach slabs (24' clear rdwy.; 90deg x-ing; curve; with asphalt) |
2 | EACH | 11,500.00 | 23,000.00 | 7,500.00 | 15,000.00 | 20,000.00 | 40,000.00 | ||
| CONTRACTOR TOTAL | 1,599,668.00 | 1,709,001.50 | 1,790,626.00 | ||||||||