| |||
| DBE GOAL FED | |||
| Lead Project: 713-37-0126 | |||
| Parish: OUACHITA | |||
| Routes: | |||
| Description: CAPLES ROAD BRIDGE OVER LONGS CREEK AND SAM HEAD ROAD BRIDGE | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridge, and related work. | |||
| Estimated Construction Cost: $794,924.60 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 39580 | GERACE CONSTRUCTION LLC | $798,393.00 |
| 2 | 18546 | C W & W CONTRACTORS, INC. | $798,556.00 |
| 3 | 49864 | TERRAL CONSTRUCTION L.L.C.� | $799,993.93 |
| 4 | 23112 | BEN ALLEN, INC. | $830,809.20 |
| 5 | 12136 | SHILOH CONTRACTORS, INC. | $877,829.50 |
| 6 | 09090 | GUINN BROTHERS, LLC. | $1,132,854.75 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GERACE CONSTRUCTION LLC |
- 2 - C W & W CONTRACTORS, INC. |
- 3 - TERRAL CONSTRUCTION L.L.C.� |
- 4 - BEN ALLEN, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 8,500.00 | 8,500.00 | 20,000.00 | 20,000.00 | 7,205.00 | 7,205.00 | 20,000.00 | 20,000.00 |
| 202-02-A-01 | removal of bridge (sta. 100+00, 23.04' wide x 62.11' long timber bridge wit h wingwalls) |
1 | EACH | 8,500.00 | 8,500.00 | 7,500.00 | 7,500.00 | 5,780.00 | 5,780.00 | 5,000.00 | 5,000.00 |
| 202-02-A-02 | removal of bridge (sta. 100+00, 19.06' wide x 45.80' long timber bridge) |
1 | EACH | 6,500.00 | 6,500.00 | 7,500.00 | 7,500.00 | 5,780.00 | 5,780.00 | 5,000.00 | 5,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 928.4 | SQYD | 10.00 | 9,284.00 | 5.00 | 4,642.00 | 10.24 | 9,506.82 | 8.00 | 7,427.20 |
| 203-05 | excavation and embankment | lump | LUMP | 55,000.00 | 55,000.00 | 35,000.00 | 35,000.00 | 45,000.00 | 45,000.00 | 65,000.00 | 65,000.00 |
| 204-02 | temporary hay or straw bales | 30 | EACH | 20.00 | 600.00 | 10.00 | 300.00 | 10.00 | 300.00 | 0.00 | 0.00 |
| 204-03 | temporary slope drains | 200 | LNFT | 5.00 | 1,000.00 | 10.00 | 2,000.00 | 1.00 | 200.00 | 0.00 | 0.00 |
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 100.00 | 800.00 | 100.00 | 800.00 | 100.00 | 800.00 | 0.00 | 0.00 |
| 204-06 | temporary silt fencing | 535 | LNFT | 2.50 | 1,337.50 | 3.00 | 1,605.00 | 2.00 | 1,070.00 | 3.00 | 1,605.00 |
| 302-01 | class ii base course | 276.3 | CUYD | 125.00 | 34,537.50 | 100.00 | 27,630.00 | 112.36 | 31,045.07 | 130.00 | 35,919.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
9 | CUYD | 100.00 | 900.00 | 100.00 | 900.00 | 112.36 | 1,011.24 | 130.00 | 1,170.00 |
| 502-01 | superpave asphaltic concrete | 215.8 | TON | 250.00 | 53,950.00 | 200.00 | 43,160.00 | 290.00 | 62,582.00 | 200.00 | 43,160.00 |
| 704-03 | blocked out guard rail | 50.0 | LNFT | 25.00 | 1,250.00 | 30.00 | 1,500.00 | 25.00 | 1,250.00 | 25.00 | 1,250.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 55.00 | 5,500.00 | 80.00 | 8,000.00 | 60.00 | 6,000.00 | 66.00 | 6,600.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,500.00 | 10,000.00 | 3,000.00 | 12,000.00 | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 |
| 705-01 | barbed wire fence | 145 | LNFT | 10.00 | 1,450.00 | 15.00 | 2,175.00 | 12.00 | 1,740.00 | 15.00 | 2,175.00 |
| 711-01-C | riprap (30 lb, 14" thick) | 546 | SQYD | 75.00 | 40,950.00 | 90.00 | 49,140.00 | 60.00 | 32,760.00 | 85.00 | 46,410.00 |
| 711-04 | geotextile fabric | 546 | SQYD | 1.00 | 546.00 | 3.00 | 1,638.00 | 2.00 | 1,092.00 | 3.00 | 1,638.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | 18,000.00 | 18,000.00 | 12,000.00 | 12,000.00 | 12,000.00 | 12,000.00 |
| 716-01-A | mulch (vegetative) | 0.7 | TON | 1,000.00 | 700.00 | 4,000.00 | 2,800.00 | 1,500.00 | 1,050.00 | 1,000.00 | 700.00 |
| 717-01 | seeding | 16 | LB | 10.00 | 160.00 | 50.00 | 800.00 | 12.00 | 192.00 | 25.00 | 400.00 |
| 718-01 | fertilizer | 360 | LB | 0.50 | 180.00 | 5.00 | 1,800.00 | 1.00 | 360.00 | 2.00 | 720.00 |
| 726-01 | bedding material | 110.6 | CUYD | 100.00 | 11,060.00 | 125.00 | 13,825.00 | 300.00 | 33,180.00 | 130.00 | 14,378.00 |
| 727-01 | mobilization | lump | LUMP | 75,000.00 | 75,000.00 | 60,000.00 | 60,000.00 | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 80.00 | 320.00 | 100.00 | 400.00 | 100.00 | 400.00 | 75.00 | 300.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 80.00 | 320.00 | 100.00 | 400.00 | 100.00 | 400.00 | 95.00 | 380.00 |
| 740-01 | construction layout | lump | LUMP | 25,000.00 | 25,000.00 | 12,000.00 | 12,000.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 |
| 804-01-B | precast concrete piles (14") | 840 | LNFT | 75.00 | 63,000.00 | 105.00 | 88,200.00 | 78.00 | 65,520.00 | 75.00 | 63,000.00 |
| 804-12 | loading permanent piles | 1 | EACH | 500.00 | 500.00 | 1.00 | 1.00 | 1.00 | 1.00 | 0.00 | 0.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 54.97 | CUYD | 1,200.00 | 65,964.00 | 1,200.00 | 65,964.00 | 720.00 | 39,578.40 | 1,300.00 | 71,461.00 |
| 805-10-A | bridge superstructure & substructure (28' clr. rdwy; 90 deg. xing, precast only) |
4 | SPAN | 34,000.00 | 136,000.00 | 30,000.00 | 120,000.00 | 44,750.00 | 179,000.00 | 39,000.00 | 156,000.00 |
| 805-12-W-01 | reinforced concrete box culverts (10'x 9') | 120.0 | LNFT | 1,100.00 | 132,000.00 | 1,300.00 | 156,000.00 | 1,342.00 | 161,040.00 | 1,152.00 | 138,240.00 |
| 806-01 | deformed reinforcing steel | 4,292 | LB | 2.00 | 8,584.00 | 3.00 | 12,876.00 | 1.20 | 5,150.40 | 3.00 | 12,876.00 |
| S-101 | concrete approach slabs (28' clr. rdwy; 90 deg. xing, without asphalt) |
2 | EACH | 12,000.00 | 24,000.00 | 10,000.00 | 20,000.00 | 10,500.00 | 21,000.00 | 11,500.00 | 23,000.00 |
| CONTRACTOR TOTAL | 798,393.00 | 798,556.00 | 799,993.93 | 830,809.20 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - SHILOH CONTRACTORS, INC. |
- 6 - GUINN BROTHERS, LLC. |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 | ||||
| 202-02-A-01 | removal of bridge (sta. 100+00, 23.04' wide x 62.11' long timber bridge wit h wingwalls) |
1 | EACH | 8,000.00 | 8,000.00 | 20,000.00 | 20,000.00 | ||||
| 202-02-A-02 | removal of bridge (sta. 100+00, 19.06' wide x 45.80' long timber bridge) |
1 | EACH | 7,000.00 | 7,000.00 | 18,500.00 | 18,500.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 928.4 | SQYD | 5.00 | 4,642.00 | 10.00 | 9,284.00 | ||||
| 203-05 | excavation and embankment | lump | LUMP | 72,000.00 | 72,000.00 | 55,000.00 | 55,000.00 | ||||
| 204-02 | temporary hay or straw bales | 30 | EACH | 10.00 | 300.00 | 50.00 | 1,500.00 | ||||
| 204-03 | temporary slope drains | 200 | LNFT | 1.00 | 200.00 | 10.00 | 2,000.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 40.00 | 320.00 | 250.00 | 2,000.00 | ||||
| 204-06 | temporary silt fencing | 535 | LNFT | 3.00 | 1,605.00 | 5.00 | 2,675.00 | ||||
| 302-01 | class ii base course | 276.3 | CUYD | 85.00 | 23,485.50 | 130.00 | 35,919.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
9 | CUYD | 100.00 | 900.00 | 250.00 | 2,250.00 | ||||
| 502-01 | superpave asphaltic concrete | 215.8 | TON | 185.00 | 39,923.00 | 400.00 | 86,320.00 | ||||
| 704-03 | blocked out guard rail | 50.0 | LNFT | 20.00 | 1,000.00 | 30.00 | 1,500.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 60.00 | 6,000.00 | 70.00 | 7,000.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,250.00 | 9,000.00 | 3,000.00 | 12,000.00 | ||||
| 705-01 | barbed wire fence | 145 | LNFT | 12.00 | 1,740.00 | 25.00 | 3,625.00 | ||||
| 711-01-C | riprap (30 lb, 14" thick) | 546 | SQYD | 65.00 | 35,490.00 | 100.00 | 54,600.00 | ||||
| 711-04 | geotextile fabric | 546 | SQYD | 3.00 | 1,638.00 | 5.00 | 2,730.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | ||||
| 716-01-A | mulch (vegetative) | 0.7 | TON | 1,000.00 | 700.00 | 7,200.00 | 5,040.00 | ||||
| 717-01 | seeding | 16 | LB | 1.00 | 16.00 | 25.00 | 400.00 | ||||
| 718-01 | fertilizer | 360 | LB | 1.00 | 360.00 | 1.00 | 360.00 | ||||
| 726-01 | bedding material | 110.6 | CUYD | 85.00 | 9,401.00 | 130.00 | 14,378.00 | ||||
| 727-01 | mobilization | lump | LUMP | 146,000.00 | 146,000.00 | 148,000.00 | 148,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 85.00 | 340.00 | 100.00 | 400.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 85.00 | 340.00 | 100.00 | 400.00 | ||||
| 740-01 | construction layout | lump | LUMP | 9,000.00 | 9,000.00 | 15,000.00 | 15,000.00 | ||||
| 804-01-B | precast concrete piles (14") | 840 | LNFT | 65.00 | 54,600.00 | 68.00 | 57,120.00 | ||||
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 54.97 | CUYD | 1,600.00 | 87,952.00 | 1,875.00 | 103,068.75 | ||||
| 805-10-A | bridge superstructure & substructure (28' clr. rdwy; 90 deg. xing, precast only) |
4 | SPAN | 26,000.00 | 104,000.00 | 45,000.00 | 180,000.00 | ||||
| 805-12-W-01 | reinforced concrete box culverts (10'x 9') | 120.0 | LNFT | 1,600.00 | 192,000.00 | 1,485.00 | 178,200.00 | ||||
| 806-01 | deformed reinforcing steel | 4,292 | LB | 3.00 | 12,876.00 | 2.00 | 8,584.00 | ||||
| S-101 | concrete approach slabs (28' clr. rdwy; 90 deg. xing, without asphalt) |
2 | EACH | 6,000.00 | 12,000.00 | 15,000.00 | 30,000.00 | ||||
| CONTRACTOR TOTAL | 877,829.50 | 1,132,854.75 | |||||||||