| |||
| DBE GOAL FED | |||
| Lead Project: 713-16-0109 | |||
| Parish: DESOTO | |||
| Routes: | |||
| Description: DAW ROAD BRIDGE OVER SIPHORIEN BAYOU | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $211,886.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 40615 | SPECIALTY TRACKHOE & DOZER SERV.INC | $164,630.00 |
| 2 | 44111 | CONSTRUCTING SOLUTIONS LLC | $175,224.50 |
| 3 | 12135 | BLOUNT BROS. CONSTRUCTION, INC. | $212,163.00 |
| 4 | 36374 | BEST-YET BUILDERS, LLC | $225,241.50 |
| 5 | 18546 | C W & W CONTRACTORS, INC. | $249,327.50 |
| 6 | 32044 | QUALITY DESIGN & CONSTRUCTION, INC. | $251,040.40 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - SPECIALTY TRACKHOE & DOZER SERV.INC |
- 2 - CONSTRUCTING SOLUTIONS LLC |
- 3 - BLOUNT BROS. CONSTRUCTION, INC. |
- 4 - BEST-YET BUILDERS, LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 4,000.00 | 4,000.00 | 7,000.00 | 7,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 202-02-I | removal of tank car (sta.105+08, 113" dia. x 41' long) | lump | lump | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 3,500.00 | 3,500.00 |
| 203-06 | excavation & embankment | lump | LUMP | 13,000.00 | 13,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 204-02 | temporary hay or straw bales | 15 | EACH | 15.00 | 225.00 | 20.00 | 300.00 | 20.00 | 300.00 | 12.00 | 180.00 |
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 150.00 | 600.00 | 150.00 | 600.00 | 250.00 | 1,000.00 | 175.00 | 700.00 |
| 204-06 | temporary silt fencing | 600 | LNFT | 2.00 | 1,200.00 | 3.00 | 1,800.00 | 3.00 | 1,800.00 | 2.75 | 1,650.00 |
| 302-01 | class ii base course | 117.9 | CUYD | 80.00 | 9,432.00 | 85.00 | 10,021.50 | 70.00 | 8,253.00 | 55.00 | 6,484.50 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
15 | CUYD | 100.00 | 1,500.00 | 100.00 | 1,500.00 | 60.00 | 900.00 | 50.00 | 750.00 |
| 502-01 | superpave asphaltic concrete | 91.3 | TON | 150.00 | 13,695.00 | 150.00 | 13,695.00 | 100.00 | 9,130.00 | 100.00 | 9,130.00 |
| 701-01-W/Y | cross drain pipe (96" rcp or 108" cmp) | 204 | LNFT | 280.00 | 57,120.00 | 325.00 | 66,300.00 | 350.00 | 71,400.00 | 650.00 | 132,600.00 |
| 705-01 | barbed wire fence | 100 | LNFT | 12.00 | 1,200.00 | 10.00 | 1,000.00 | 10.00 | 1,000.00 | 22.00 | 2,200.00 |
| 712-02-A | sacked concrete revetment(slope protection & headwalls) | 204 | SQYD | 88.00 | 17,952.00 | 75.00 | 15,300.00 | 80.00 | 16,320.00 | 95.00 | 19,380.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 8,000.00 | 8,000.00 | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 716-01-A | mulch (vegetative) | 0.12 | ACRE | 5,000.00 | 600.00 | 4,000.00 | 480.00 | 1,000.00 | 120.00 | 1,150.00 | 138.00 |
| 717-01 | seeding | 6 | LB | 40.00 | 240.00 | 60.00 | 360.00 | 10.00 | 60.00 | 7.00 | 42.00 |
| 718-01 | fertilizer | 122 | LB | 1.00 | 122.00 | 5.00 | 610.00 | 1.00 | 122.00 | 1.00 | 122.00 |
| 726-01 | bedding material | 189.3 | CUYD | 80.00 | 15,144.00 | 60.00 | 11,358.00 | 60.00 | 11,358.00 | 50.00 | 9,465.00 |
| 727-01 | mobilization | lump | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 150.00 | 600.00 | 100.00 | 400.00 | 100.00 | 400.00 | 100.00 | 400.00 |
| 740-01 | construction layout | lump | LUMP | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 |
| S-001 | placement of existing large rock | lump | LUMP | 3,000.00 | 3,000.00 | 2,000.00 | 2,000.00 | 10,000.00 | 10,000.00 | 3,500.00 | 3,500.00 |
| CONTRACTOR TOTAL | 164,630.00 | 175,224.50 | 212,163.00 | 225,241.50 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - C W & W CONTRACTORS, INC. |
- 6 - QUALITY DESIGN & CONSTRUCTION, INC. |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 5,000.00 | 5,000.00 | 6,100.00 | 6,100.00 | ||||
| 202-02-I | removal of tank car (sta.105+08, 113" dia. x 41' long) | lump | lump | 10,000.00 | 10,000.00 | 7,100.00 | 7,100.00 | ||||
| 203-06 | excavation & embankment | lump | LUMP | 27,000.00 | 27,000.00 | 8,200.00 | 8,200.00 | ||||
| 204-02 | temporary hay or straw bales | 15 | EACH | 1.00 | 15.00 | 14.00 | 210.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 100.00 | 400.00 | 180.00 | 720.00 | ||||
| 204-06 | temporary silt fencing | 600 | LNFT | 3.00 | 1,800.00 | 2.00 | 1,200.00 | ||||
| 302-01 | class ii base course | 117.9 | CUYD | 100.00 | 11,790.00 | 131.00 | 15,444.90 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
15 | CUYD | 100.00 | 1,500.00 | 125.00 | 1,875.00 | ||||
| 502-01 | superpave asphaltic concrete | 91.3 | TON | 225.00 | 20,542.50 | 265.00 | 24,194.50 | ||||
| 701-01-W/Y | cross drain pipe (96" rcp or 108" cmp) | 204 | LNFT | 475.00 | 96,900.00 | 550.00 | 112,200.00 | ||||
| 705-01 | barbed wire fence | 100 | LNFT | 15.00 | 1,500.00 | 7.50 | 750.00 | ||||
| 712-02-A | sacked concrete revetment(slope protection & headwalls) | 204 | SQYD | 90.00 | 18,360.00 | 69.00 | 14,076.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 6,000.00 | 6,000.00 | 11,300.00 | 11,300.00 | ||||
| 716-01-A | mulch (vegetative) | 0.12 | ACRE | 5,000.00 | 600.00 | 6,000.00 | 720.00 | ||||
| 717-01 | seeding | 6 | LB | 80.00 | 480.00 | 11.00 | 66.00 | ||||
| 718-01 | fertilizer | 122 | LB | 5.00 | 610.00 | 3.20 | 390.40 | ||||
| 726-01 | bedding material | 189.3 | CUYD | 100.00 | 18,930.00 | 152.00 | 28,773.60 | ||||
| 727-01 | mobilization | lump | LUMP | 20,000.00 | 20,000.00 | 8,000.00 | 8,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 100.00 | 400.00 | 80.00 | 320.00 | ||||
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | 5,600.00 | 5,600.00 | ||||
| S-001 | placement of existing large rock | lump | LUMP | 2,500.00 | 2,500.00 | 3,800.00 | 3,800.00 | ||||
| CONTRACTOR TOTAL | 249,327.50 | 251,040.40 | |||||||||