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| DBE GOAL FED | |||
| Lead Project: 713-22-0115 | |||
| Parish: GRANT | |||
| Routes: | |||
| Description: MEADE ROAD BRIDGE OVER WALDEN BAYOU | |||
| Type Const:
clearing and grubbing, grading, drainage structures, class ii base course, superpave asphaltic concrete pavement concrete slab span bridge, and related work. | |||
| Estimated Construction Cost: $634,651.35 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 18546 | C W & W CONTRACTORS, INC. | $586,411.00 |
| 2 | 09090 | GUINN BROTHERS, LLC. | $629,309.00 |
| 3 | 08815 | W. E. MCDONALD & SON, LLC. | $631,663.00 |
| 4 | 41115 | KDC CONSTRUCTION CO., LLC | $759,385.00 |
| 5 | 12879 | PETERS CONSTRUCTION CO., INC. | $879,127.85 |
| 6 | 39462 | DENTON-JAMES LLC | $927,764.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - C W & W CONTRACTORS, INC. |
- 2 - GUINN BROTHERS, LLC. |
- 3 - W. E. MCDONALD & SON, LLC. |
- 4 - KDC CONSTRUCTION CO., LLC |
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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 | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 40,000.00 | 40,000.00 | 35,000.00 | 35,000.00 |
| 202-02-A-01 | removal of bridge (sta. 105+00, 19' wide x 133' long timber bridge with wingwalls) |
1 | EACH | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 17,500.00 | 17,500.00 | 65,000.00 | 65,000.00 |
| 203-05 | excavation & embankment | lump | LUMP | 40,000.00 | 40,000.00 | 32,500.00 | 32,500.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 |
| 204-02 | temporary hay or straw bales | 10 | EACH | 1.00 | 10.00 | 100.00 | 1,000.00 | 25.00 | 250.00 | 5.00 | 50.00 |
| 204-03 | temporary slope drains | 140 | LNFT | 1.00 | 140.00 | 10.00 | 1,400.00 | 25.00 | 3,500.00 | 10.00 | 1,400.00 |
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 1.00 | 4.00 | 200.00 | 800.00 | 500.00 | 2,000.00 | 75.00 | 300.00 |
| 204-06 | temporary silt fencing | 230 | LNFT | 1.00 | 230.00 | 4.00 | 920.00 | 5.00 | 1,150.00 | 5.00 | 1,150.00 |
| 302-01 | class ii base course | 214.5 | CUYD | 100.00 | 21,450.00 | 100.00 | 21,450.00 | 130.00 | 27,885.00 | 85.00 | 18,232.50 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
20 | CUYD | 100.00 | 2,000.00 | 100.00 | 2,000.00 | 200.00 | 4,000.00 | 65.00 | 1,300.00 |
| 502-01 | superpave asphaltic concrete | 166.9 | TON | 160.00 | 26,704.00 | 250.00 | 41,725.00 | 225.00 | 37,552.50 | 190.00 | 31,711.00 |
| 701-01-I/K | cross drain pipe (24" rcp/pcp or 30" cmp) | 44 | LNFT | 80.00 | 3,520.00 | 125.00 | 5,500.00 | 220.00 | 9,680.00 | 50.00 | 2,200.00 |
| 701-05-G | side drain pipe (18") | 20 | LNFT | 50.00 | 1,000.00 | 85.00 | 1,700.00 | 180.00 | 3,600.00 | 50.00 | 1,000.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 62.00 | 6,200.00 | 65.00 | 6,500.00 | 54.00 | 5,400.00 | 75.00 | 7,500.00 |
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 30.00 | 3,000.00 | 34.00 | 3,400.00 | 26.00 | 2,600.00 | 35.00 | 3,500.00 |
| 705-01 | barbed wire fence | 250 | LNFT | 13.00 | 3,250.00 | 8.00 | 2,000.00 | 12.00 | 3,000.00 | 7.50 | 1,875.00 |
| 705-04 | single swinging driveway gates | 1 | EACH | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 500.00 | 500.00 |
| 711-01-D | riprap (55 lb,18" thickness) | 635 | SQYD | 90.00 | 57,150.00 | 65.00 | 41,275.00 | 68.00 | 43,180.00 | 105.00 | 66,675.00 |
| 711-04 | geotextile fabric | 635 | SQYD | 3.00 | 1,905.00 | 5.00 | 3,175.00 | 2.00 | 1,270.00 | 4.00 | 2,540.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 716-01-A | mulch (vegetative) | 0.5 | TON | 4,000.00 | 2,000.00 | 2,000.00 | 1,000.00 | 4,000.00 | 2,000.00 | 2,500.00 | 1,250.00 |
| 717-01 | seeding | 10 | LB | 50.00 | 500.00 | 15.00 | 150.00 | 25.00 | 250.00 | 50.00 | 500.00 |
| 718-01 | fertilizer | 214 | LB | 2.00 | 428.00 | 2.00 | 428.00 | 5.00 | 1,070.00 | 3.00 | 642.00 |
| 720-01-A | erosion control system, slope protection (type a) | 383 | SQYD | 3.00 | 1,149.00 | 5.00 | 1,915.00 | 3.00 | 1,149.00 | 7.50 | 2,872.50 |
| 726-01 | bedding material | 8.7 | CUYD | 100.00 | 870.00 | 100.00 | 870.00 | 95.00 | 826.50 | 85.00 | 739.50 |
| 727-01 | mobilization | lump | LUMP | 40,000.00 | 40,000.00 | 65,000.00 | 65,000.00 | 50,000.00 | 50,000.00 | 35,347.50 | 35,347.50 |
| 729-16-B | object marker assembly (type 2) | 2 | EACH | 100.00 | 200.00 | 100.00 | 200.00 | 70.00 | 140.00 | 80.00 | 160.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 100.00 | 800.00 | 100.00 | 800.00 | 70.00 | 560.00 | 80.00 | 640.00 |
| 740-01 | construction layout | lump | LUMP | 7,200.00 | 7,200.00 | 6,500.00 | 6,500.00 | 8,500.00 | 8,500.00 | 8,500.00 | 8,500.00 |
| 804-01-D | precast concrete piles (18") | 1,830 | LNFT | 90.00 | 164,700.00 | 70.00 | 128,100.00 | 70.00 | 128,100.00 | 110.00 | 201,300.00 |
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 500.00 | 500.00 |
| 805-10-A | bridge superstructure & substructure (24' clear roadway; 60 degree crossing) (cast-in-place bents) |
8 | SPAN | 20,000.00 | 160,000.00 | 26,250.00 | 210,000.00 | 23,000.00 | 184,000.00 | 24,750.00 | 198,000.00 |
| S-101 | concrete approach slab (24' clear roadway; 60 degree crossing) (w/ asphalt) |
2 | EACH | 8,000.00 | 16,000.00 | 8,000.00 | 16,000.00 | 10,000.00 | 20,000.00 | 12,000.00 | 24,000.00 |
| CONTRACTOR TOTAL | 586,411.00 | 629,309.00 | 631,663.00 | 759,385.00 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - PETERS CONSTRUCTION CO., INC. |
- 6 - DENTON-JAMES LLC |
|
|
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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 | 7,000.00 | 7,000.00 | 150,000.00 | 150,000.00 | ||||
| 202-02-A-01 | removal of bridge (sta. 105+00, 19' wide x 133' long timber bridge with wingwalls) |
1 | EACH | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | ||||
| 203-05 | excavation & embankment | lump | LUMP | 15,000.00 | 15,000.00 | 60,000.00 | 60,000.00 | ||||
| 204-02 | temporary hay or straw bales | 10 | EACH | 10.00 | 100.00 | 10.00 | 100.00 | ||||
| 204-03 | temporary slope drains | 140 | LNFT | 5.00 | 700.00 | 20.00 | 2,800.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 100.00 | 400.00 | 150.00 | 600.00 | ||||
| 204-06 | temporary silt fencing | 230 | LNFT | 3.00 | 690.00 | 2.50 | 575.00 | ||||
| 302-01 | class ii base course | 214.5 | CUYD | 90.00 | 19,305.00 | 148.00 | 31,746.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
20 | CUYD | 50.00 | 1,000.00 | 100.00 | 2,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 166.9 | TON | 250.00 | 41,725.00 | 250.00 | 41,725.00 | ||||
| 701-01-I/K | cross drain pipe (24" rcp/pcp or 30" cmp) | 44 | LNFT | 100.00 | 4,400.00 | 95.00 | 4,180.00 | ||||
| 701-05-G | side drain pipe (18") | 20 | LNFT | 50.00 | 1,000.00 | 75.00 | 1,500.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 60.00 | 6,000.00 | 54.00 | 5,400.00 | ||||
| 704-09 | guard rail anchor sections (turndown) | 100.0 | LNFT | 35.00 | 3,500.00 | 26.00 | 2,600.00 | ||||
| 705-01 | barbed wire fence | 250 | LNFT | 9.00 | 2,250.00 | 10.00 | 2,500.00 | ||||
| 705-04 | single swinging driveway gates | 1 | EACH | 550.00 | 550.00 | 650.00 | 650.00 | ||||
| 711-01-D | riprap (55 lb,18" thickness) | 635 | SQYD | 75.00 | 47,625.00 | 68.00 | 43,180.00 | ||||
| 711-04 | geotextile fabric | 635 | SQYD | 3.00 | 1,905.00 | 2.00 | 1,270.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | ||||
| 716-01-A | mulch (vegetative) | 0.5 | TON | 4,000.00 | 2,000.00 | 2,000.00 | 1,000.00 | ||||
| 717-01 | seeding | 10 | LB | 40.00 | 400.00 | 50.00 | 500.00 | ||||
| 718-01 | fertilizer | 214 | LB | 0.75 | 160.50 | 2.00 | 428.00 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 383 | SQYD | 1.25 | 478.75 | 2.50 | 957.50 | ||||
| 726-01 | bedding material | 8.7 | CUYD | 50.00 | 435.00 | 75.00 | 652.50 | ||||
| 727-01 | mobilization | lump | LUMP | 55,000.00 | 55,000.00 | 95,000.00 | 95,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 2 | EACH | 80.00 | 160.00 | 70.00 | 140.00 | ||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 80.00 | 640.00 | 70.00 | 560.00 | ||||
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | ||||
| 804-01-D | precast concrete piles (18") | 1,830 | LNFT | 194.92 | 356,703.60 | 90.00 | 164,700.00 | ||||
| 804-12 | loading permanent piles | 1 | EACH | 7,000.00 | 7,000.00 | 1,000.00 | 1,000.00 | ||||
| 805-10-A | bridge superstructure & substructure (24' clear roadway; 60 degree crossing) (cast-in-place bents) |
8 | SPAN | 26,000.00 | 208,000.00 | 30,000.00 | 240,000.00 | ||||
| S-101 | concrete approach slab (24' clear roadway; 60 degree crossing) (w/ asphalt) |
2 | EACH | 12,500.00 | 25,000.00 | 11,000.00 | 22,000.00 | ||||
| CONTRACTOR TOTAL | 879,127.85 | 927,764.00 | |||||||||