| |||
| DBE GOAL FED | |||
| Lead Project: 713-08-0108 | |||
| Parish: BOSSIER | |||
| Routes: | |||
| Description: PARKS ROAD BRIDGE OVER CYPRESS BAYOU | |||
| Type Const:
grading, class ii base course, superave asphaltic concrete pavement, precast-prestressed concrete girder span bridge, and related work. | |||
| Estimated Construction Cost: $2,827,902.98 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $2,317,148.35 |
| 2 | 12135 | BLOUNT BROS. CONSTRUCTION, INC. | $2,581,981.00 |
| 3 | 09090 | GUINN BROTHERS, LLC. | $2,616,244.25 |
| 4 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,663,228.05 |
| 5 | 14422 | T. L. WALLACE CONSTRUCTION, INC. | $2,826,830.61 |
| 6 | 42076 | AUSTIN BRIDGE & ROAD, LP | $2,997,772.65 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - BLOUNT BROS. CONSTRUCTION, INC. |
- 3 - GUINN BROTHERS, LLC. |
- 4 - GILCHRIST 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 and grubbing | lump | LUMP | 40,000.00 | 40,000.00 | 30,000.00 | 30,000.00 | 5,000.00 | 5,000.00 | 75,000.00 | 75,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 4,600.00 | 4,600.00 | 30,000.00 | 30,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 202-02-A-01 | removal of bridge(sta 15+00- 31.25 ft. x 114 ft.concrete bridge) |
1 | EACH | 1.00 | 1.00 | 35,000.00 | 35,000.00 | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 |
| 202-02-I | removal of surfacing | 1,739.5 | SQYD | 4.70 | 8,175.65 | 8.00 | 13,916.00 | 5.00 | 8,697.50 | 6.00 | 10,437.00 |
| 203-05 | excavation and embankment | lump | LUMP | 110,000.00 | 110,000.00 | 60,000.00 | 60,000.00 | 95,000.00 | 95,000.00 | 200,000.00 | 200,000.00 |
| 204-02 | temporary hay or straw bales | 31 | EACH | 21.00 | 651.00 | 20.00 | 620.00 | 10.00 | 310.00 | 16.00 | 496.00 |
| 204-03 | temporary slope drains | 400 | LNFT | 12.00 | 4,800.00 | 20.00 | 8,000.00 | 1.00 | 400.00 | 32.00 | 12,800.00 |
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 215.00 | 2,580.00 | 150.00 | 1,800.00 | 100.00 | 1,200.00 | 300.00 | 3,600.00 |
| 204-06 | temporary silt fencing | 1,805 | LNFT | 2.25 | 4,061.25 | 3.00 | 5,415.00 | 3.00 | 5,415.00 | 3.00 | 5,415.00 |
| 302-01 | class ii base course | 1,076.7 | CUYD | 140.00 | 150,738.00 | 80.00 | 86,136.00 | 105.00 | 113,053.50 | 85.00 | 91,519.50 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
173 | CUYD | 12.00 | 2,076.00 | 60.00 | 10,380.00 | 110.00 | 19,030.00 | 50.00 | 8,650.00 |
| 502-01 | superpave asphaltic concrete | 864.4 | TON | 175.00 | 151,270.00 | 160.00 | 138,304.00 | 200.00 | 172,880.00 | 200.00 | 172,880.00 |
| 701-01-I/K | cross drain pipe (24" rcp/pcp or 30" cmp) | 72 | LNFT | 70.00 | 5,040.00 | 60.00 | 4,320.00 | 175.00 | 12,600.00 | 175.00 | 12,600.00 |
| 701-05-I-01 | side drain pipe (24") (erosion) | 54 | LNFT | 65.00 | 3,510.00 | 60.00 | 3,240.00 | 127.00 | 6,858.00 | 150.00 | 8,100.00 |
| 704-03 | blocked out guard rail | 50.0 | LNFT | 20.00 | 1,000.00 | 35.00 | 1,750.00 | 25.00 | 1,250.00 | 22.00 | 1,100.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 60.00 | 6,000.00 | 80.00 | 8,000.00 | 75.00 | 7,500.00 | 65.00 | 6,500.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,250.00 | 9,000.00 | 3,000.00 | 12,000.00 | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 |
| 705-01 | barbed wire fence | 1,096 | LNFT | 8.00 | 8,768.00 | 6.00 | 6,576.00 | 8.00 | 8,768.00 | 9.00 | 9,864.00 |
| 711-01-E | riprap (130lb., 24" thick) | 1,476 | SQYD | 85.00 | 125,460.00 | 100.00 | 147,600.00 | 145.00 | 214,020.00 | 130.00 | 191,880.00 |
| 711-04 | geotextile fabric | 1,476 | SQYD | 3.60 | 5,313.60 | 3.00 | 4,428.00 | 6.00 | 8,856.00 | 2.00 | 2,952.00 |
| 712-04 | flexible revetment | 15 | SQYD | 60.00 | 900.00 | 100.00 | 1,500.00 | 125.00 | 1,875.00 | 130.00 | 1,950.00 |
| 713-01 | temporary signs and barricades | lump | LUMP | 10,000.00 | 10,000.00 | 35,000.00 | 35,000.00 | 15,000.00 | 15,000.00 | 32,000.00 | 32,000.00 |
| 716-01-A | mulch (vegetative) | 1.6 | TON | 1,200.00 | 1,920.00 | 2,000.00 | 3,200.00 | 2,500.00 | 4,000.00 | 1,400.00 | 2,240.00 |
| 717-01 | seeding | 35 | LB | 20.00 | 700.00 | 10.00 | 350.00 | 15.00 | 525.00 | 22.00 | 770.00 |
| 718-01 | fertilizer | 770 | LB | 1.00 | 770.00 | 1.00 | 770.00 | 1.00 | 770.00 | 1.10 | 847.00 |
| 726-01 | bedding material | 7.5 | CUYD | 80.00 | 600.00 | 80.00 | 600.00 | 150.00 | 1,125.00 | 90.00 | 675.00 |
| 727-01 | mobilization | lump | LUMP | 230,000.00 | 230,000.00 | 150,000.00 | 150,000.00 | 245,000.00 | 245,000.00 | 250,000.00 | 250,000.00 |
| 729-16-B | object marker assembly (type 2) | 2 | EACH | 70.00 | 140.00 | 100.00 | 200.00 | 100.00 | 200.00 | 85.00 | 170.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | 120.00 | 480.00 | 100.00 | 400.00 | 90.00 | 360.00 |
| 729-19-A | dead end road installations(type a) | 2 | EACH | 1,250.00 | 2,500.00 | 2,500.00 | 5,000.00 | 1,500.00 | 3,000.00 | 1,500.00 | 3,000.00 |
| 740-01 | construction layout | lump | LUMP | 55,000.00 | 55,000.00 | 60,000.00 | 60,000.00 | 55,000.00 | 55,000.00 | 75,000.00 | 75,000.00 |
| 804-01-D | precast concrete piles (18") | 3,159 | LNFT | 90.00 | 284,310.00 | 120.00 | 379,080.00 | 85.00 | 268,515.00 | 80.00 | 252,720.00 |
| 804-12 | loading permanent piles | 1 | EACH | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 1.00 | 1.00 | 5,000.00 | 5,000.00 |
| 805-01-F | class a concrete (bents) | 171.32 | CUYD | 1,000.00 | 171,320.00 | 800.00 | 137,056.00 | 1,050.00 | 179,886.00 | 800.00 | 137,056.00 |
| 805-03 | class aa concrete | 498.93 | CUYD | 720.00 | 359,229.60 | 800.00 | 399,144.00 | 800.00 | 399,144.00 | 1,000.00 | 498,930.00 |
| 805-08-B | precast-prestressed concrete girder (type ii) | 2,227.5 | LNFT | 85.00 | 189,337.50 | 100.00 | 222,750.00 | 145.00 | 322,987.50 | 85.00 | 189,337.50 |
| 806-01 | deformed reinforcing steel | 174,605 | LB | 1.35 | 235,716.75 | 2.00 | 349,210.00 | 1.45 | 253,177.25 | 1.25 | 218,256.25 |
| 807-08 | structural metalwork | lump | LUMP | 18,000.00 | 18,000.00 | 25,000.00 | 25,000.00 | 22,500.00 | 22,500.00 | 16,000.00 | 16,000.00 |
| 810-01 | concrete railing (barrier) | 964.00 | LNFT | 61.00 | 58,804.00 | 150.00 | 144,600.00 | 75.00 | 72,300.00 | 100.00 | 96,400.00 |
| 813-01 | concrete approach slabs | 177.78 | SQYD | 200.00 | 35,556.00 | 200.00 | 35,556.00 | 225.00 | 40,000.50 | 260.00 | 46,222.80 |
| S-101 | vibration monitoring | lump | LUMP | 9,000.00 | 9,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 2,500.00 | 2,500.00 |
| CONTRACTOR TOTAL | 2,317,148.35 | 2,581,981.00 | 2,616,244.25 | 2,663,228.05 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - T. L. WALLACE CONSTRUCTION, INC. |
- 6 - AUSTIN BRIDGE & ROAD, LP |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | LUMP | 320,000.00 | 320,000.00 | 100,000.00 | 100,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 6,500.00 | 6,500.00 | 5,000.00 | 5,000.00 | ||||
| 202-02-A-01 | removal of bridge(sta 15+00- 31.25 ft. x 114 ft.concrete bridge) |
1 | EACH | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 | ||||
| 202-02-I | removal of surfacing | 1,739.5 | SQYD | 4.00 | 6,958.00 | 10.00 | 17,395.00 | ||||
| 203-05 | excavation and embankment | lump | LUMP | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | ||||
| 204-02 | temporary hay or straw bales | 31 | EACH | 18.75 | 581.25 | 25.00 | 775.00 | ||||
| 204-03 | temporary slope drains | 400 | LNFT | 37.50 | 15,000.00 | 35.00 | 14,000.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 243.75 | 2,925.00 | 300.00 | 3,600.00 | ||||
| 204-06 | temporary silt fencing | 1,805 | LNFT | 2.50 | 4,512.50 | 8.00 | 14,440.00 | ||||
| 302-01 | class ii base course | 1,076.7 | CUYD | 137.50 | 148,046.25 | 38.00 | 40,914.60 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
173 | CUYD | 75.00 | 12,975.00 | 38.00 | 6,574.00 | ||||
| 502-01 | superpave asphaltic concrete | 864.4 | TON | 218.75 | 189,087.50 | 180.00 | 155,592.00 | ||||
| 701-01-I/K | cross drain pipe (24" rcp/pcp or 30" cmp) | 72 | LNFT | 87.50 | 6,300.00 | 200.00 | 14,400.00 | ||||
| 701-05-I-01 | side drain pipe (24") (erosion) | 54 | LNFT | 81.25 | 4,387.50 | 150.00 | 8,100.00 | ||||
| 704-03 | blocked out guard rail | 50.0 | LNFT | 25.00 | 1,250.00 | 20.00 | 1,000.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 75.00 | 7,500.00 | 60.00 | 6,000.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,800.00 | 11,200.00 | 2,250.00 | 9,000.00 | ||||
| 705-01 | barbed wire fence | 1,096 | LNFT | 10.00 | 10,960.00 | 7.00 | 7,672.00 | ||||
| 711-01-E | riprap (130lb., 24" thick) | 1,476 | SQYD | 107.50 | 158,670.00 | 80.00 | 118,080.00 | ||||
| 711-04 | geotextile fabric | 1,476 | SQYD | 3.00 | 4,428.00 | 2.50 | 3,690.00 | ||||
| 712-04 | flexible revetment | 15 | SQYD | 125.00 | 1,875.00 | 115.00 | 1,725.00 | ||||
| 713-01 | temporary signs and barricades | lump | LUMP | 17,000.00 | 17,000.00 | 14,000.00 | 14,000.00 | ||||
| 716-01-A | mulch (vegetative) | 1.6 | TON | 1,500.00 | 2,400.00 | 400.00 | 640.00 | ||||
| 717-01 | seeding | 35 | LB | 25.00 | 875.00 | 7.00 | 245.00 | ||||
| 718-01 | fertilizer | 770 | LB | 1.25 | 962.50 | 0.50 | 385.00 | ||||
| 726-01 | bedding material | 7.5 | CUYD | 125.00 | 937.50 | 200.00 | 1,500.00 | ||||
| 727-01 | mobilization | lump | LUMP | 250,000.00 | 250,000.00 | 299,000.00 | 299,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 2 | EACH | 87.50 | 175.00 | 70.00 | 140.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 94.00 | 376.00 | 75.00 | 300.00 | ||||
| 729-19-A | dead end road installations(type a) | 2 | EACH | 1,560.00 | 3,120.00 | 1,250.00 | 2,500.00 | ||||
| 740-01 | construction layout | lump | LUMP | 60,000.00 | 60,000.00 | 180,000.00 | 180,000.00 | ||||
| 804-01-D | precast concrete piles (18") | 3,159 | LNFT | 62.00 | 195,858.00 | 90.00 | 284,310.00 | ||||
| 804-12 | loading permanent piles | 1 | EACH | 30,000.00 | 30,000.00 | 22,000.00 | 22,000.00 | ||||
| 805-01-F | class a concrete (bents) | 171.32 | CUYD | 800.00 | 137,056.00 | 1,180.00 | 202,157.60 | ||||
| 805-03 | class aa concrete | 498.93 | CUYD | 875.00 | 436,563.75 | 900.00 | 449,037.00 | ||||
| 805-08-B | precast-prestressed concrete girder (type ii) | 2,227.5 | LNFT | 100.00 | 222,750.00 | 120.00 | 267,300.00 | ||||
| 806-01 | deformed reinforcing steel | 174,605 | LB | 1.58 | 275,875.90 | 2.81 | 490,640.05 | ||||
| 807-08 | structural metalwork | lump | LUMP | 21,000.00 | 21,000.00 | 16,000.00 | 16,000.00 | ||||
| 810-01 | concrete railing (barrier) | 964.00 | LNFT | 70.00 | 67,480.00 | 65.00 | 62,660.00 | ||||
| 813-01 | concrete approach slabs | 177.78 | SQYD | 232.00 | 41,244.96 | 180.00 | 32,000.40 | ||||
| S-101 | vibration monitoring | lump | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | ||||
| CONTRACTOR TOTAL | 2,826,830.61 | 2,997,772.65 | |||||||||