| |||
| Lead Project: 713-09-0021 | |||
| Parish: CADDO | |||
| Routes: | |||
| Description: WHITE SPRINGS ROAD BRIDGE OVER WALLACE BAYOU | |||
| Type Const:
grading, class ii base course, superpave asphaltic concrete pavement, precast prestressed concrete girder spans bridge, and related work. | |||
| Estimated Construction Cost: $1,417,890.10 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12135 | BLOUNT BROS. CONSTRUCTION, INC. | $948,386.75 |
| 2 | 14422 | T. L. WALLACE CONSTRUCTION, INC. | $1,216,161.59 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,429,159.55 |
| 4 | 34567 | JAMES CONSTRUCTION GROUP LLC | $1,586,306.30 |
| 5 | 18546 | C W & W CONTRACTORS, INC. | $1,674,147.00 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BLOUNT BROS. CONSTRUCTION, INC. |
- 2 - T. L. WALLACE CONSTRUCTION, INC. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
- 4 - JAMES CONSTRUCTION GROUP 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 | 7,500.00 | 7,500.00 | 60,000.00 | 60,000.00 | 75,000.00 | 75,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 10,000.00 | 10,000.00 | 16,500.00 | 16,500.00 | 3,000.00 | 3,000.00 | 20,000.00 | 20,000.00 |
| 202-02-A-01 | removal of bridge(concrete slab span bridge on steel girders with timber piles and bents) |
1 | EACH | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 80,000.00 | 80,000.00 | 87,000.00 | 87,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 392.0 | SQYD | 4.50 | 1,764.00 | 5.00 | 1,960.00 | 10.00 | 3,920.00 | 20.00 | 7,840.00 |
| 203-05 | excavation and embankment | lump | LUMP | 40,000.00 | 40,000.00 | 75,000.00 | 75,000.00 | 75,000.00 | 75,000.00 | 190,000.00 | 190,000.00 |
| 204-02 | temporary hay or straw bales | 65 | EACH | 20.00 | 1,300.00 | 25.00 | 1,625.00 | 15.00 | 975.00 | 30.00 | 1,950.00 |
| 204-03 | temporary slope drains | 90 | LNFT | 13.00 | 1,170.00 | 20.00 | 1,800.00 | 35.00 | 3,150.00 | 15.00 | 1,350.00 |
| 204-05-A | temporary sediment check dams (hay) | 9 | EACH | 115.00 | 1,035.00 | 375.00 | 3,375.00 | 250.00 | 2,250.00 | 350.00 | 3,150.00 |
| 204-05-B | temporary sediment check dams (stone) | 1 | EACH | 420.00 | 420.00 | 4,500.00 | 4,500.00 | 650.00 | 650.00 | 800.00 | 800.00 |
| 204-06 | temporary silt fencing | 710 | LNFT | 3.00 | 2,130.00 | 3.15 | 2,236.50 | 2.00 | 1,420.00 | 4.00 | 2,840.00 |
| 302-01-A | class ii base course(crushed stone) | 994.7 | CUYD | 75.00 | 74,602.50 | 45.00 | 44,761.50 | 115.00 | 114,390.50 | 160.00 | 159,152.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
22 | CUYD | 45.00 | 990.00 | 100.00 | 2,200.00 | 130.00 | 2,860.00 | 100.00 | 2,200.00 |
| 502-01 | superpave asphaltic concrete | 782.4 | TON | 110.00 | 86,064.00 | 170.00 | 133,008.00 | 150.00 | 117,360.00 | 135.00 | 105,624.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
14.2 | TON | 120.00 | 1,704.00 | 190.00 | 2,698.00 | 175.00 | 2,485.00 | 150.00 | 2,130.00 |
| 701-05-K | side drain pipe (30") | 70 | LNFT | 90.00 | 6,300.00 | 60.00 | 4,200.00 | 100.00 | 7,000.00 | 120.00 | 8,400.00 |
| 701-06-B | side drain pipe arch (18" equiv.) | 78 | LNFT | 70.00 | 5,460.00 | 56.00 | 4,368.00 | 90.00 | 7,020.00 | 100.00 | 7,800.00 |
| 704-03 | blocked out guard rail | 50.0 | LNFT | 30.00 | 1,500.00 | 31.25 | 1,562.50 | 26.00 | 1,300.00 | 25.00 | 1,250.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 75.00 | 7,500.00 | 75.00 | 7,500.00 | 62.00 | 6,200.00 | 60.00 | 6,000.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 3,000.00 | 12,000.00 | 2,650.00 | 10,600.00 | 2,200.00 | 8,800.00 | 2,100.00 | 8,400.00 |
| 705-01 | barbed wire fence | 700 | LNFT | 7.00 | 4,900.00 | 8.00 | 5,600.00 | 7.00 | 4,900.00 | 6.00 | 4,200.00 |
| 711-01-D | riprap (55 lb,18" thick ) | 1,028 | SQYD | 70.00 | 71,960.00 | 64.00 | 65,792.00 | 95.00 | 97,660.00 | 55.00 | 56,540.00 |
| 711-04 | geotextile fabric | 1,028 | SQYD | 3.00 | 3,084.00 | 2.50 | 2,570.00 | 2.50 | 2,570.00 | 4.00 | 4,112.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 716-01-A | mulch (vegetative) | 4.4 | TON | 550.00 | 2,420.00 | 870.00 | 3,828.00 | 550.00 | 2,420.00 | 700.00 | 3,080.00 |
| 717-01 | seeding | 70 | LB | 8.00 | 560.00 | 15.00 | 1,050.00 | 8.50 | 595.00 | 12.00 | 840.00 |
| 718-01 | fertilizer | 2,213 | LB | 1.00 | 2,213.00 | 0.93 | 2,058.09 | 0.60 | 1,327.80 | 0.10 | 221.30 |
| 727-01 | mobilization | lump | LUMP | 40,000.00 | 40,000.00 | 130,000.00 | 130,000.00 | 140,000.00 | 140,000.00 | 150,000.00 | 150,000.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 110.00 | 440.00 | 100.00 | 400.00 | 80.00 | 320.00 | 80.00 | 320.00 |
| 735-01 | mailboxes | 1 | EACH | 100.00 | 100.00 | 25.00 | 25.00 | 50.00 | 50.00 | 10.00 | 10.00 |
| 735-02 | mailbox supports (single) | 1 | EACH | 150.00 | 150.00 | 190.00 | 190.00 | 150.00 | 150.00 | 140.00 | 140.00 |
| 740-01 | construction layout | lump | LUMP | 30,000.00 | 30,000.00 | 31,000.00 | 31,000.00 | 50,000.00 | 50,000.00 | 35,000.00 | 35,000.00 |
| 804-01-F | precast concrete piles (24") | 1,080 | LNFT | 110.00 | 118,800.00 | 140.00 | 151,200.00 | 150.00 | 162,000.00 | 150.00 | 162,000.00 |
| 804-12 | loading permanent piles | 1 | EACH | 5,000.00 | 5,000.00 | 21,000.00 | 21,000.00 | 7,500.00 | 7,500.00 | 2,500.00 | 2,500.00 |
| 805-01-F | class a concrete (bents) | 60.72 | CUYD | 700.00 | 42,504.00 | 1,300.00 | 78,936.00 | 1,000.00 | 60,720.00 | 1,200.00 | 72,864.00 |
| 805-03 | class aa concrete | 150.00 | CUYD | 700.00 | 105,000.00 | 1,000.00 | 150,000.00 | 1,100.00 | 165,000.00 | 1,000.00 | 150,000.00 |
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 1,185.0 | LNFT | 70.00 | 82,950.00 | 65.00 | 77,025.00 | 80.00 | 94,800.00 | 100.00 | 118,500.00 |
| 806-01 | deformed reinforcing steel | 45,093 | LB | 1.25 | 56,366.25 | 1.00 | 45,093.00 | 1.25 | 56,366.25 | 1.00 | 45,093.00 |
| 807-08 | structural metalwork | lump | LUMP | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 13,000.00 | 13,000.00 | 18,000.00 | 18,000.00 |
| 810-01 | concrete railing (type) | 400.00 | LNFT | 80.00 | 32,000.00 | 75.00 | 30,000.00 | 70.00 | 28,000.00 | 55.00 | 22,000.00 |
| S-101 | concrete approach slabs(28' clear roadway @ 20'length) | 2 | EACH | 13,000.00 | 26,000.00 | 15,000.00 | 30,000.00 | 14,500.00 | 29,000.00 | 20,000.00 | 40,000.00 |
| CONTRACTOR TOTAL | 948,386.75 | 1,216,161.59 | 1,429,159.55 | 1,586,306.30 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - C W & W CONTRACTORS, 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 | 20,000.00 | 20,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 20,000.00 | 20,000.00 | ||||||
| 202-02-A-01 | removal of bridge(concrete slab span bridge on steel girders with timber piles and bents) |
1 | EACH | 30,000.00 | 30,000.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 392.0 | SQYD | 5.00 | 1,960.00 | ||||||
| 203-05 | excavation and embankment | lump | LUMP | 125,000.00 | 125,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 65 | EACH | 10.00 | 650.00 | ||||||
| 204-03 | temporary slope drains | 90 | LNFT | 10.00 | 900.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 9 | EACH | 250.00 | 2,250.00 | ||||||
| 204-05-B | temporary sediment check dams (stone) | 1 | EACH | 500.00 | 500.00 | ||||||
| 204-06 | temporary silt fencing | 710 | LNFT | 3.00 | 2,130.00 | ||||||
| 302-01-A | class ii base course(crushed stone) | 994.7 | CUYD | 100.00 | 99,470.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
22 | CUYD | 100.00 | 2,200.00 | ||||||
| 502-01 | superpave asphaltic concrete | 782.4 | TON | 175.00 | 136,920.00 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
14.2 | TON | 200.00 | 2,840.00 | ||||||
| 701-05-K | side drain pipe (30") | 70 | LNFT | 100.00 | 7,000.00 | ||||||
| 701-06-B | side drain pipe arch (18" equiv.) | 78 | LNFT | 75.00 | 5,850.00 | ||||||
| 704-03 | blocked out guard rail | 50.0 | LNFT | 40.00 | 2,000.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 75.00 | 7,500.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 4,500.00 | 18,000.00 | ||||||
| 705-01 | barbed wire fence | 700 | LNFT | 20.00 | 14,000.00 | ||||||
| 711-01-D | riprap (55 lb,18" thick ) | 1,028 | SQYD | 95.00 | 97,660.00 | ||||||
| 711-04 | geotextile fabric | 1,028 | SQYD | 3.00 | 3,084.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 20,000.00 | 20,000.00 | ||||||
| 716-01-A | mulch (vegetative) | 4.4 | TON | 6,000.00 | 26,400.00 | ||||||
| 717-01 | seeding | 70 | LB | 50.00 | 3,500.00 | ||||||
| 718-01 | fertilizer | 2,213 | LB | 3.00 | 6,639.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 130,000.00 | 130,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 100.00 | 400.00 | ||||||
| 735-01 | mailboxes | 1 | EACH | 200.00 | 200.00 | ||||||
| 735-02 | mailbox supports (single) | 1 | EACH | 200.00 | 200.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | ||||||
| 804-01-F | precast concrete piles (24") | 1,080 | LNFT | 200.00 | 216,000.00 | ||||||
| 804-12 | loading permanent piles | 1 | EACH | 1.00 | 1.00 | ||||||
| 805-01-F | class a concrete (bents) | 60.72 | CUYD | 1,200.00 | 72,864.00 | ||||||
| 805-03 | class aa concrete | 150.00 | CUYD | 1,000.00 | 150,000.00 | ||||||
| 805-08-H | precast-prestressed concrete girders (type quad beam) | 1,185.0 | LNFT | 150.00 | 177,750.00 | ||||||
| 806-01 | deformed reinforcing steel | 45,093 | LB | 3.00 | 135,279.00 | ||||||
| 807-08 | structural metalwork | lump | LUMP | 45,000.00 | 45,000.00 | ||||||
| 810-01 | concrete railing (type) | 400.00 | LNFT | 100.00 | 40,000.00 | ||||||
| S-101 | concrete approach slabs(28' clear roadway @ 20'length) | 2 | EACH | 15,000.00 | 30,000.00 | ||||||
| CONTRACTOR TOTAL | 1,674,147.00 | ||||||||||