| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 713-02-0114 | |||
| Parish: ALLEN | |||
| Routes: | |||
| Description: SAM CLOUD ROAD AND LIVE OAK STREET BRIDGES | |||
| Type Const:
grading, class ii base course, drainage structures, superpave asphaltic concrete pavement, concrete slab span bridge and related work | |||
| Estimated Construction Cost: $617,290.25 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. MCDONALD & SON, LLC. | $686,355.37 |
| 2 | 18546 | C W & W CONTRACTORS, INC. | $778,022.50 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $798,996.60 |
| 4 | 00060 | F. MILLER CONSTRUCTION LLC | $904,261.85 |
| 12879 | PETERS CONSTRUCTION CO., INC. | IRREGULAR |
| 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 - F. MILLER CONSTRUCTION LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 37,000.00 | 37,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 202-02-A-01 | removal of bridge(sta. 105+19.28;20.20' x 39.00' timber bridge0 |
1 | EACH | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 |
| 202-02-A-02 | removal of bridge(sta. 105+38.53;26.40' x 76.80' timber bridge0 |
1 | EACH | 10,000.00 | 10,000.00 | 7,000.00 | 7,000.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 |
| 202-02-D | removal of concrete walks & drives | 16 | SQYD | 200.00 | 3,200.00 | 15.00 | 240.00 | 100.00 | 1,600.00 | 45.00 | 720.00 |
| 203-06 | excavation & embankment | lump | LUMP | 40,000.00 | 40,000.00 | 51,000.00 | 51,000.00 | 35,000.00 | 35,000.00 | 20,000.00 | 20,000.00 |
| 204-02 | temporary hay or straw bales | 40 | EACH | 10.00 | 400.00 | 5.00 | 200.00 | 0.00 | 0.00 | 13.00 | 520.00 |
| 204-03 | temporary slope drains | 50 | LNFT | 25.00 | 1,250.00 | 5.00 | 250.00 | 0.00 | 0.00 | 30.00 | 1,500.00 |
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 500.00 | 4,000.00 | 75.00 | 600.00 | 0.00 | 0.00 | 165.00 | 1,320.00 |
| 204-06 | temporary silt fencing | 600 | LNFT | 3.00 | 1,800.00 | 3.00 | 1,800.00 | 4.00 | 2,400.00 | 3.00 | 1,800.00 |
| 302-01 | class ii base course | 78.6 | CUYD | 150.00 | 11,790.00 | 125.00 | 9,825.00 | 115.00 | 9,039.00 | 110.00 | 8,646.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
17 | CUYD | 250.00 | 4,250.00 | 200.00 | 3,400.00 | 125.00 | 2,125.00 | 135.00 | 2,295.00 |
| 502-01 | superpave asphaltic concrete | 126.7 | TON | 200.00 | 25,340.00 | 300.00 | 38,010.00 | 328.00 | 41,557.60 | 450.00 | 57,015.00 |
| 509-01 | cold planing asphaltic pavement | 230 | SQYD | 10.00 | 2,300.00 | 60.00 | 13,800.00 | 40.00 | 9,200.00 | 72.00 | 16,560.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 13 | CUYD | 0.01 | - 0.13 | 1.00 | - 13.00 | 0.00 | 0.00 | 5.00 | - 65.00 |
| 701-05-I-01 | side drain pipe (24")(erosion) | 60 | LNFT | 85.00 | 5,100.00 | 50.00 | 3,000.00 | 90.00 | 5,400.00 | 64.00 | 3,840.00 |
| 706-01-A | concrete walk (4" thick) | 2.5 | SQYD | 500.00 | 1,250.00 | 250.00 | 625.00 | 500.00 | 1,250.00 | 300.00 | 750.00 |
| 707-01-A | concrete curb(special barrier type)(w/ reinforcing) | 244.9 | LNFT | 55.00 | 13,469.50 | 60.00 | 14,694.00 | 50.00 | 12,245.00 | 25.00 | 6,122.50 |
| 711-01-C | riprap (30 lb,14" thick) | 1,246 | SQYD | 60.00 | 74,760.00 | 90.00 | 112,140.00 | 80.00 | 99,680.00 | 60.00 | 74,760.00 |
| 711-04 | geotextile fabric | 1,246 | SQYD | 3.00 | 3,738.00 | 3.00 | 3,738.00 | 5.00 | 6,230.00 | 3.00 | 3,738.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 18,000.00 | 18,000.00 | 30,000.00 | 30,000.00 |
| 716-01-A | mulch (vegetative) | 0.50 | ACRE | 1,500.00 | 750.00 | 3,500.00 | 1,750.00 | 5,000.00 | 2,500.00 | 2,500.00 | 1,250.00 |
| 717-01 | seeding | 22 | LB | 100.00 | 2,200.00 | 50.00 | 1,100.00 | 50.00 | 1,100.00 | 25.00 | 550.00 |
| 718-01 | fertilizer | 500 | LB | 1.00 | 500.00 | 2.50 | 1,250.00 | 4.00 | 2,000.00 | 2.00 | 1,000.00 |
| 724-02 | pavement widening | 76.1 | SQYD | 100.00 | 7,610.00 | 100.00 | 7,610.00 | 110.00 | 8,371.00 | 150.00 | 11,415.00 |
| 726-01 | bedding material | 134.3 | CUYD | 100.00 | 13,430.00 | 125.00 | 16,787.50 | 120.00 | 16,116.00 | 130.00 | 17,459.00 |
| 727-01 | mobilization | lump | LUMP | 12,500.00 | 12,500.00 | 50,000.00 | 50,000.00 | 80,000.00 | 80,000.00 | 90,000.00 | 90,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 75.00 | 300.00 | 70.00 | 280.00 | 100.00 | 400.00 | 90.00 | 360.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | 85.00 | 340.00 | 120.00 | 480.00 | 110.00 | 440.00 |
| 740-01 | construction layout | lump | LUMP | 12,500.00 | 12,500.00 | 12,000.00 | 12,000.00 | 6,000.00 | 6,000.00 | 36,000.00 | 36,000.00 |
| 804-01-C | precast concrete piles (16") | 1,200 | LNFT | 65.00 | 78,000.00 | 86.00 | 103,200.00 | 75.00 | 90,000.00 | 69.86 | 83,832.00 |
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | 500.00 | 500.00 | 1.00 | 1.00 | 100.00 | 100.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 24.57 | CUYD | 1,500.00 | 36,855.00 | 1,200.00 | 29,484.00 | 1,500.00 | 36,855.00 | 875.00 | 21,498.75 |
| 805-10-A | bridge superstructure & substructure(90 degree crossing;24'clear rdwy. w/ sidewalk(c.i.p.) |
5 | SPAN | 27,000.00 | 135,000.00 | 27,500.00 | 137,500.00 | 28,000.00 | 140,000.00 | 55,000.00 | 275,000.00 |
| 805-12-M | reinforced concrete box culverts (6'x 6') | 126.0 | LNFT | 700.00 | 88,200.00 | 725.00 | 91,350.00 | 875.00 | 110,250.00 | 600.00 | 75,600.00 |
| 806-01 | deformed reinforcing steel | 1,854 | LB | 3.00 | 5,562.00 | 3.00 | 5,562.00 | 5.50 | 10,197.00 | 1.40 | 2,595.60 |
| S-101 | concrete approach slab(24'roadway,90 degree crossing,tapered barrier rails and sidewalk w/ railing) |
2 | EACH | 9,000.00 | 18,000.00 | 12,000.00 | 24,000.00 | 12,500.00 | 25,000.00 | 12,320.00 | 24,640.00 |
| railing) | |||||||||||
| CONTRACTOR TOTAL | 686,355.37 | 778,022.50 | 798,996.60 | 904,261.85 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | PETERS CONSTRUCTION CO., 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 | 21,000.00 | 21,000.00 | ||||||
| 202-02-A-01 | removal of bridge(sta. 105+19.28;20.20' x 39.00' timber bridge0 |
1 | EACH | 4,500.00 | 4,500.00 | ||||||
| 202-02-A-02 | removal of bridge(sta. 105+38.53;26.40' x 76.80' timber bridge0 |
1 | EACH | 8,000.00 | 8,000.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 16 | SQYD | 10.00 | 160.00 | ||||||
| 203-06 | excavation & embankment | lump | LUMP | 15,000.00 | 15,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 40 | EACH | 8.00 | 320.00 | ||||||
| 204-03 | temporary slope drains | 50 | LNFT | 6.00 | 300.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 8 | EACH | 50.00 | 400.00 | ||||||
| 204-06 | temporary silt fencing | 600 | LNFT | 3.00 | 1,800.00 | ||||||
| 302-01 | class ii base course | 78.6 | CUYD | 63.00 | 4,951.80 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
17 | CUYD | 50.00 | 850.00 | ||||||
| 502-01 | superpave asphaltic concrete | 126.7 | TON | 250.00 | 31,675.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 230 | SQYD | 12.00 | 2,760.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 13 | CUYD | FREE | FREE | ||||||
| 701-05-I-01 | side drain pipe (24")(erosion) | 60 | LNFT | 50.00 | 3,000.00 | ||||||
| 706-01-A | concrete walk (4" thick) | 2.5 | SQYD | 100.00 | 250.00 | ||||||
| 707-01-A | concrete curb(special barrier type)(w/ reinforcing) | 244.9 | LNFT | 35.00 | 8,571.50 | ||||||
| 711-01-C | riprap (30 lb,14" thick) | 1,246 | SQYD | 50.00 | 62,300.00 | ||||||
| 711-04 | geotextile fabric | 1,246 | SQYD | 1.60 | 1,993.60 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | ||||||
| 716-01-A | mulch (vegetative) | 0.50 | ACRE | 1,000.00 | 500.00 | ||||||
| 717-01 | seeding | 22 | LB | 6.00 | 132.00 | ||||||
| 718-01 | fertilizer | 500 | LB | 1.00 | 500.00 | ||||||
| 724-02 | pavement widening | 76.1 | SQYD | 50.00 | 3,805.00 | ||||||
| 726-01 | bedding material | 134.3 | CUYD | 50.00 | 6,715.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 5,000.00 | 5,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 80.00 | 320.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 80.00 | 320.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | ||||||
| 804-01-C | precast concrete piles (16") | 1,200 | LNFT | 67.00 | 80,400.00 | ||||||
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 24.57 | CUYD | 900.00 | 22,113.00 | ||||||
| 805-10-A | bridge superstructure & substructure(90 degree crossing;24'clear rdwy. w/ sidewalk(c.i.p.) |
5 | SPAN | 40,000.00 | 200,000.00 | ||||||
| 805-12-M | reinforced concrete box culverts (6'x 6') | 126.0 | LNFT | 565.00 | 71,190.00 | ||||||
| 806-01 | deformed reinforcing steel | 1,854 | LB | 1.00 | 1,854.00 | ||||||
| S-101 | concrete approach slab(24'roadway,90 degree crossing,tapered barrier rails and sidewalk w/ railing) |
2 | EACH | 11,000.00 | 22,000.00 | ||||||
| railing) | |||||||||||
| CONTRACTOR TOTAL | IRREGULAR | ||||||||||