| |||
| DBE GOAL FED | |||
| Lead Project: 713-17-0040 | |||
| Parish: E BATON ROUGE | |||
| Routes: | |||
| Description: CHANEY ROAD BRIDGE OVER LATERAL OF LITTLE SANDY CREEK | |||
| Type Const:
grading, class ii base course, superpave asphaltic concrete pavement, reinforced concrete box culverts and related work. | |||
| Estimated Construction Cost: $274,521.75 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 49239 | W L BASS CONSTRUCTION INC. | $189,353.00 |
| 2 | 43238 | ON GRADE CONSTRUCTION | $194,980.00 |
| 3 | 02109 | CHAMBERS CONSTRUCTION CO., INC. | $212,121.44 |
| 4 | 12198 | BYRON E. TALBOT CONTRACTOR, INC. | $228,689.00 |
| 5 | 42466 | BEARD CONSTRUCTION GROUP LLC | $230,942.37 |
| 6 | 25088 | RCS CONTRACTORS, INC. | $240,569.22 |
| 7 | 50336 | KWC SERVICES LLC | $248,168.74 |
| 8 | 39580 | GERACE CONSTRUCTION LLC | $280,826.50 |
| 9 | 43371 | RMD HOLDINGS LTD | $316,439.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - W L BASS CONSTRUCTION INC. |
- 2 - ON GRADE CONSTRUCTION |
- 3 - CHAMBERS CONSTRUCTION CO., INC. |
- 4 - BYRON E. TALBOT CONTRACTOR, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 6,367.50 | 6,367.50 | 1,450.00 | 1,450.00 | 1.00 | 1.00 |
| 202-02-A-01 | removal of bridge(sta. 15+00 - 31 ft. x 37.9 ft.) | 1 | EACH | 18,000.00 | 18,000.00 | 15,000.00 | 15,000.00 | 10,250.00 | 10,250.00 | 22,000.00 | 22,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 104.1 | SQYD | 20.00 | 2,082.00 | 25.00 | 2,602.50 | 23.70 | 2,467.17 | 10.00 | 1,041.00 |
| 203-05 | excavation and embankment | lump | LUMP | 7,500.00 | 7,500.00 | 5,893.00 | 5,893.00 | 11,895.00 | 11,895.00 | 10,500.00 | 10,500.00 |
| 204-02 | temporary hay or straw bales | 2 | EACH | 20.00 | 40.00 | 20.00 | 40.00 | 103.00 | 206.00 | 25.00 | 50.00 |
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 200.00 | 800.00 | 95.00 | 380.00 | 253.50 | 1,014.00 | 200.00 | 800.00 |
| 204-06 | temporary silt fencing | 160 | LNFT | 1.00 | 160.00 | 1.65 | 264.00 | 4.30 | 688.00 | 4.85 | 776.00 |
| 302-01 | class ii base course | 52.9 | CUYD | 125.00 | 6,612.50 | 50.00 | 2,645.00 | 157.00 | 8,305.30 | 114.50 | 6,057.05 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
8 | CUYD | 125.00 | 1,000.00 | 50.00 | 400.00 | 165.75 | 1,326.00 | 146.00 | 1,168.00 |
| 502-01 | superpave asphaltic concrete | 43.5 | TON | 225.00 | 9,787.50 | 200.00 | 8,700.00 | 291.38 | 12,675.03 | 170.00 | 7,395.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 5,300.00 | 5,300.00 | 6,050.00 | 6,050.00 | 10,235.00 | 10,235.00 | 6,000.00 | 6,000.00 |
| 716-01-A | mulch (vegetative) | 0.1 | TON | 3,000.00 | 300.00 | 2,000.00 | 200.00 | 7,350.00 | 735.00 | 15,000.00 | 1,500.00 |
| 717-01 | seeding | 1 | LB | 100.00 | 100.00 | 50.00 | 50.00 | 122.00 | 122.00 | 10.00 | 10.00 |
| 718-01 | fertilizer | 20 | LB | 5.00 | 100.00 | 1.75 | 35.00 | 10.75 | 215.00 | 1.00 | 20.00 |
| 726-01 | bedding material | 79.7 | CUYD | 100.00 | 7,970.00 | 50.00 | 3,985.00 | 77.16 | 6,149.65 | 98.50 | 7,850.45 |
| 727-01 | mobilization | lump | LUMP | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 | 13,065.00 | 13,065.00 | 19,000.00 | 19,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 125.00 | 500.00 | 75.00 | 300.00 | 138.50 | 554.00 | 105.00 | 420.00 |
| 740-01 | construction layout | lump | LUMP | 4,000.00 | 4,000.00 | 6,500.00 | 6,500.00 | 2,515.00 | 2,515.00 | 5,000.00 | 5,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 26.43 | CUYD | 1,225.00 | 32,376.75 | 1,000.00 | 26,430.00 | 1,325.00 | 35,019.75 | 1,300.00 | 34,359.00 |
| 805-12-M | reinforced concrete box culverts (6'x 6') | 200.0 | LNFT | 350.00 | 70,000.00 | 425.00 | 85,000.00 | 449.00 | 89,800.00 | 487.50 | 97,500.00 |
| 806-01 | deformed reinforcing steel | 2,069 | LB | 3.25 | 6,724.25 | 2.00 | 4,138.00 | 1.66 | 3,434.54 | 3.50 | 7,241.50 |
| CONTRACTOR TOTAL | 189,353.00 | 194,980.00 | 212,121.44 | 228,689.00 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - BEARD CONSTRUCTION GROUP LLC |
- 6 - RCS CONTRACTORS, INC. |
- 7 - KWC SERVICES LLC |
- 8 - GERACE CONSTRUCTION LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 878.00 | 878.00 | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 | 2,000.00 | 2,000.00 |
| 202-02-A-01 | removal of bridge(sta. 15+00 - 31 ft. x 37.9 ft.) | 1 | EACH | 15,600.00 | 15,600.00 | 17,500.00 | 17,500.00 | 11,900.00 | 11,900.00 | 25,000.00 | 25,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 104.1 | SQYD | 42.00 | 4,372.20 | 5.50 | 572.55 | 11.30 | 1,176.33 | 50.00 | 5,205.00 |
| 203-05 | excavation and embankment | lump | LUMP | 18,755.00 | 18,755.00 | 10,000.00 | 10,000.00 | 12,600.00 | 12,600.00 | 12,000.00 | 12,000.00 |
| 204-02 | temporary hay or straw bales | 2 | EACH | 25.00 | 50.00 | 50.00 | 100.00 | 20.00 | 40.00 | 200.00 | 400.00 |
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 30.00 | 120.00 | 250.00 | 1,000.00 | 125.00 | 500.00 | 250.00 | 1,000.00 |
| 204-06 | temporary silt fencing | 160 | LNFT | 3.25 | 520.00 | 3.30 | 528.00 | 3.00 | 480.00 | 3.00 | 480.00 |
| 302-01 | class ii base course | 52.9 | CUYD | 85.00 | 4,496.50 | 198.00 | 10,474.20 | 183.25 | 9,693.93 | 145.00 | 7,670.50 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
8 | CUYD | 115.00 | 920.00 | 198.00 | 1,584.00 | 183.25 | 1,466.00 | 100.00 | 800.00 |
| 502-01 | superpave asphaltic concrete | 43.5 | TON | 246.00 | 10,701.00 | 250.00 | 10,875.00 | 300.00 | 13,050.00 | 300.00 | 13,050.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 6,500.00 | 6,500.00 | 8,040.00 | 8,040.00 | 7,850.00 | 7,850.00 | 12,000.00 | 12,000.00 |
| 716-01-A | mulch (vegetative) | 0.1 | TON | 2,200.00 | 220.00 | 5,500.00 | 550.00 | 1,000.00 | 100.00 | 6,000.00 | 600.00 |
| 717-01 | seeding | 1 | LB | 54.00 | 54.00 | 110.00 | 110.00 | 50.00 | 50.00 | 400.00 | 400.00 |
| 718-01 | fertilizer | 20 | LB | 5.40 | 108.00 | 6.00 | 120.00 | 5.00 | 100.00 | 20.00 | 400.00 |
| 726-01 | bedding material | 79.7 | CUYD | 75.00 | 5,977.50 | 65.00 | 5,180.50 | 183.25 | 14,605.03 | 110.00 | 8,767.00 |
| 727-01 | mobilization | lump | LUMP | 26,480.00 | 26,480.00 | 14,500.00 | 14,500.00 | 31,000.00 | 31,000.00 | 25,000.00 | 25,000.00 |
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 75.00 | 300.00 | 100.00 | 400.00 | 100.00 | 400.00 | 300.00 | 1,200.00 |
| 740-01 | construction layout | lump | LUMP | 1,500.00 | 1,500.00 | 5,000.00 | 5,000.00 | 2,500.00 | 2,500.00 | 9,000.00 | 9,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 26.43 | CUYD | 1,625.00 | 42,948.75 | 2,129.00 | 56,269.47 | 1,370.00 | 36,209.10 | 1,200.00 | 31,716.00 |
| 805-12-M | reinforced concrete box culverts (6'x 6') | 200.0 | LNFT | 440.00 | 88,000.00 | 468.31 | 93,662.00 | 450.00 | 90,000.00 | 600.00 | 120,000.00 |
| 806-01 | deformed reinforcing steel | 2,069 | LB | 1.18 | 2,441.42 | 1.50 | 3,103.50 | 2.15 | 4,448.35 | 2.00 | 4,138.00 |
| CONTRACTOR TOTAL | 230,942.37 | 240,569.22 | 248,168.74 | 280,826.50 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 9 - RMD HOLDINGS LTD |
|
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | ||||||
| 202-02-A-01 | removal of bridge(sta. 15+00 - 31 ft. x 37.9 ft.) | 1 | EACH | 20,000.00 | 20,000.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 104.1 | SQYD | 25.00 | 2,602.50 | ||||||
| 203-05 | excavation and embankment | lump | LUMP | 50,000.00 | 50,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 2 | EACH | 5.00 | 10.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 5.00 | 20.00 | ||||||
| 204-06 | temporary silt fencing | 160 | LNFT | 5.00 | 800.00 | ||||||
| 302-01 | class ii base course | 52.9 | CUYD | 175.00 | 9,257.50 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
8 | CUYD | 130.00 | 1,040.00 | ||||||
| 502-01 | superpave asphaltic concrete | 43.5 | TON | 246.00 | 10,701.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 5,500.00 | 5,500.00 | ||||||
| 716-01-A | mulch (vegetative) | 0.1 | TON | 200.00 | 20.00 | ||||||
| 717-01 | seeding | 1 | LB | 100.00 | 100.00 | ||||||
| 718-01 | fertilizer | 20 | LB | 40.00 | 800.00 | ||||||
| 726-01 | bedding material | 79.7 | CUYD | 50.00 | 3,985.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 35,000.00 | 35,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 100.00 | 400.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 26.43 | CUYD | 600.00 | 15,858.00 | ||||||
| 805-12-M | reinforced concrete box culverts (6'x 6') | 200.0 | LNFT | 650.00 | 130,000.00 | ||||||
| 806-01 | deformed reinforcing steel | 2,069 | LB | 5.00 | 10,345.00 | ||||||
| CONTRACTOR TOTAL | 316,439.00 | ||||||||||