| |||
| DBE GOAL FED | |||
| Lead Project: 863-02-0024 | |||
| Parish: W FELICIANA | |||
| Routes: LA 421 | |||
| Description: WEST FORK THOMPSON CREEK BRIDGE | |||
| Type Const:
clearing and grubbing, grading, drainage structures, superpave asphaltic concrete pavement, pre-cast pre-stressed concrete girder spans bridge, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 39462 | DENTON-JAMES LLC | $1,272,741.10 |
| 2 | 00481 | COASTAL BRIDGE CO., L.L.C. | $1,378,938.29 |
| 3 | 15288 | GULF SOUTH PILING & CONST., INC. | $1,428,804.60 |
| 4 | 34567 | JAMES CONSTRUCTION GROUP LLC | $1,429,643.95 |
| 5 | 36827 | SHAVERS-WHITTLE CONSTRUCTION INC | $1,455,887.23 |
| 6 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $1,565,845.90 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DENTON-JAMES LLC |
- 2 - COASTAL BRIDGE CO., L.L.C. |
- 3 - GULF SOUTH PILING & CONST., INC. |
- 4 - JAMES CONSTRUCTION GROUP LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 100,000.00 | 100,000.00 | 115,000.00 | 115,000.00 | 60,000.00 | 60,000.00 | 85,000.00 | 85,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 | 20,000.00 | 20,000.00 | 6,000.00 | 6,000.00 |
| 202-02-A | removal of bridges (sta 113+24.8; 19' x 258', steel truss bridge) |
1 | EACH | 80,000.00 | 80,000.00 | 30,000.00 | 30,000.00 | 75,000.00 | 75,000.00 | 150,000.00 | 150,000.00 |
| 203-02 | drainage excavation | 209 | CUYD | 10.00 | 2,090.00 | 25.00 | 5,225.00 | 25.00 | 5,225.00 | 20.00 | 4,180.00 |
| 203-06 | excavation & embankment | lump | LUMP | 60,000.00 | 60,000.00 | 56,000.00 | 56,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 |
| 204-05-A | temporary sediment check dams (hay) | 6 | EACH | 100.00 | 600.00 | 200.00 | 1,200.00 | 100.00 | 600.00 | 100.00 | 600.00 |
| 204-06 | temporary silt fencing | 1,700 | LNFT | 1.60 | 2,720.00 | 2.00 | 3,400.00 | 1.60 | 2,720.00 | 2.00 | 3,400.00 |
| 302-01-A | class ii base course (crushed stone or recycled pccp) | 404.5 | CUYD | 80.00 | 32,360.00 | 85.00 | 34,382.50 | 80.00 | 32,360.00 | 55.00 | 22,247.50 |
| 304-01 | lime | 17.19 | TON | 140.00 | 2,406.60 | 100.00 | 1,719.00 | 100.00 | 1,719.00 | 130.00 | 2,234.70 |
| 304-04-D | lime treatment (type d) (12" thick) | 1,212 | SQYD | 2.50 | 3,030.00 | 1.00 | 1,212.00 | 5.00 | 6,060.00 | 4.00 | 4,848.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
8 | CUYD | 70.00 | 560.00 | 100.00 | 800.00 | 100.00 | 800.00 | 45.00 | 360.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 52.00 | 5,200.00 | 10.00 | 1,000.00 | 75.00 | 7,500.00 | 42.00 | 4,200.00 |
| 502-01 | superpave asphaltic concrete | 468.9 | TON | 100.00 | 46,890.00 | 80.00 | 37,512.00 | 84.00 | 39,387.60 | 80.00 | 37,512.00 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
84.8 | TON | 120.00 | 10,176.00 | 100.00 | 8,480.00 | 84.00 | 7,123.20 | 80.00 | 6,784.00 |
| 701-05-G | side drain pipe (18") | 680 | LNFT | 38.00 | 25,840.00 | 45.00 | 30,600.00 | 50.00 | 34,000.00 | 55.00 | 37,400.00 |
| 704-03 | blocked out guard rail | 12.5 | LNFT | 20.00 | 250.00 | 25.00 | 312.50 | 20.00 | 250.00 | 20.00 | 250.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 40.00 | 4,000.00 | 45.00 | 4,500.00 | 40.00 | 4,000.00 | 53.00 | 5,300.00 |
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,200.00 | 8,800.00 | 2,000.00 | 8,000.00 | 2,000.00 | 8,000.00 |
| 705-01 | barbed wire fence | 1,248 | LNFT | 5.00 | 6,240.00 | 7.00 | 8,736.00 | 5.00 | 6,240.00 | 5.00 | 6,240.00 |
| 705-02 | combination mesh & barbed wire fence | 156 | LNFT | 5.70 | 889.20 | 6.75 | 1,053.00 | 6.00 | 936.00 | 6.00 | 936.00 |
| 705-04 | single swinging driveway gates | 1 | EACH | 800.00 | 800.00 | 300.00 | 300.00 | 800.00 | 800.00 | 1,000.00 | 1,000.00 |
| 705-09 | rebuilt fence | 75 | LNFT | 18.00 | 1,350.00 | 5.00 | 375.00 | 20.00 | 1,500.00 | 20.00 | 1,500.00 |
| 708-01 | right-of-way monument | 19 | EACH | 120.00 | 2,280.00 | 200.00 | 3,800.00 | 125.00 | 2,375.00 | 200.00 | 3,800.00 |
| 708-02 | right-of-way monument witness post | 19 | EACH | 120.00 | 2,280.00 | 160.00 | 3,040.00 | 150.00 | 2,850.00 | 200.00 | 3,800.00 |
| 711-01-E | riprap (130 lb, 24" thick) | 1,147 | SQYD | 48.00 | 55,056.00 | 75.00 | 86,025.00 | 65.00 | 74,555.00 | 65.00 | 74,555.00 |
| 711-04 | geotextile fabric | 1,649 | SQYD | 1.50 | 2,473.50 | 2.50 | 4,122.50 | 2.00 | 3,298.00 | 2.50 | 4,122.50 |
| 713-01 | temporary signs & barricades | lump | LUMP | 20,000.00 | 20,000.00 | 39,000.00 | 39,000.00 | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 |
| 717-01 | seeding | 34 | LB | 18.00 | 612.00 | 20.00 | 680.00 | 20.00 | 680.00 | 20.00 | 680.00 |
| 718-01 | fertilizer | 1,128 | LB | 0.60 | 676.80 | 1.00 | 1,128.00 | 0.60 | 676.80 | 0.60 | 676.80 |
| 722-01 | project site laboratory | 1 | EACH | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 | 5,000.00 | 5,000.00 |
| 727-01 | mobilization | lump | LUMP | 120,000.00 | 120,000.00 | 126,000.00 | 126,000.00 | 140,000.00 | 140,000.00 | 140,000.00 | 140,000.00 |
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 65.00 | 260.00 | 80.00 | 320.00 | 65.00 | 260.00 | 75.00 | 300.00 |
| 731-01 | nonreflectorized raised pavement markers | 30 | EACH | 22.00 | 660.00 | 25.00 | 750.00 | 23.00 | 690.00 | 22.50 | 675.00 |
| 731-02 | reflectorized raised pavement markers | 63 | EACH | 11.00 | 693.00 | 12.00 | 756.00 | 12.00 | 756.00 | 11.05 | 696.15 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.429 | MILE | 4,000.00 | 1,716.00 | 5,000.00 | 2,145.00 | 4,200.00 | 1,801.80 | 4,100.00 | 1,758.90 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.189 | MILE | 1,600.00 | 302.40 | 2,000.00 | 378.00 | 1,600.00 | 302.40 | 1,600.00 | 302.40 |
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | 28,000.00 | 28,000.00 | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 |
| 804-01-B | precast concrete piles (14") | 200 | LNFT | 80.00 | 16,000.00 | 40.00 | 8,000.00 | 75.00 | 15,000.00 | 40.00 | 8,000.00 |
| 804-01-G | precast concrete piles (30") | 1,680 | LNFT | 114.00 | 191,520.00 | 120.00 | 201,600.00 | 120.00 | 201,600.00 | 125.00 | 210,000.00 |
| 804-12 | loading permanent piles | 1 | EACH | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 |
| 805-01-F | class a concrete (bents) | 91.81 | CUYD | 700.00 | 64,267.00 | 625.00 | 57,381.25 | 600.00 | 55,086.00 | 600.00 | 55,086.00 |
| 805-03 | class aa concrete | 254.08 | CUYD | 520.00 | 132,121.60 | 618.00 | 157,021.44 | 500.00 | 127,040.00 | 500.00 | 127,040.00 |
| 805-08-D | precast-prestressed concrete girders (type iv) | 1,074.0 | LNFT | 100.00 | 107,400.00 | 135.00 | 144,990.00 | 140.00 | 150,360.00 | 150.00 | 161,100.00 |
| 805-11 | strip seal joints | 60.00 | LNFT | 130.00 | 7,800.00 | 125.00 | 7,500.00 | 150.00 | 9,000.00 | 130.00 | 7,800.00 |
| 806-01 | deformed reinforcing steel | 88,520 | LB | 0.60 | 53,112.00 | 0.72 | 63,734.40 | 0.75 | 66,390.00 | 0.75 | 66,390.00 |
| 807-06 | structural metalwork | lump | LUMP | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 810-01 | concrete railing (barrier) | 620.00 | LNFT | 47.00 | 29,140.00 | 45.00 | 27,900.00 | 45.00 | 27,900.00 | 45.00 | 27,900.00 |
| 813-01 | concrete approach slabs | 266.46 | SQYD | 150.00 | 39,969.00 | 195.00 | 51,959.70 | 180.00 | 47,962.80 | 150.00 | 39,969.00 |
| CONTRACTOR TOTAL | 1,272,741.10 | 1,378,938.29 | 1,428,804.60 | 1,429,643.95 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - SHAVERS-WHITTLE CONSTRUCTION INC |
- 6 - BOH BROS. 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 | 25,000.00 | 25,000.00 | 55,000.00 | 55,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 7,500.00 | 7,500.00 | 50,000.00 | 50,000.00 | ||||
| 202-02-A | removal of bridges (sta 113+24.8; 19' x 258', steel truss bridge) |
1 | EACH | 75,000.00 | 75,000.00 | 75,000.00 | 75,000.00 | ||||
| 203-02 | drainage excavation | 209 | CUYD | 16.50 | 3,448.50 | 6.30 | 1,316.70 | ||||
| 203-06 | excavation & embankment | lump | LUMP | 45,000.00 | 45,000.00 | 47,000.00 | 47,000.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 6 | EACH | 85.00 | 510.00 | 160.00 | 960.00 | ||||
| 204-06 | temporary silt fencing | 1,700 | LNFT | 1.00 | 1,700.00 | 1.25 | 2,125.00 | ||||
| 302-01-A | class ii base course (crushed stone or recycled pccp) | 404.5 | CUYD | 60.00 | 24,270.00 | 56.50 | 22,854.25 | ||||
| 304-01 | lime | 17.19 | TON | 1.75 | 30.08 | 150.00 | 2,578.50 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 1,212 | SQYD | 2.95 | 3,575.40 | 3.20 | 3,878.40 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
8 | CUYD | 56.00 | 448.00 | 110.00 | 880.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 25.00 | 2,500.00 | 56.00 | 5,600.00 | ||||
| 502-01 | superpave asphaltic concrete | 468.9 | TON | 105.00 | 49,234.50 | 90.00 | 42,201.00 | ||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
84.8 | TON | 115.00 | 9,752.00 | 96.00 | 8,140.80 | ||||
| 701-05-G | side drain pipe (18") | 680 | LNFT | 35.00 | 23,800.00 | 40.00 | 27,200.00 | ||||
| 704-03 | blocked out guard rail | 12.5 | LNFT | 25.00 | 312.50 | 22.00 | 275.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 45.00 | 4,500.00 | 51.00 | 5,100.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,600.00 | 10,400.00 | 2,200.00 | 8,800.00 | ||||
| 705-01 | barbed wire fence | 1,248 | LNFT | 8.00 | 9,984.00 | 5.50 | 6,864.00 | ||||
| 705-02 | combination mesh & barbed wire fence | 156 | LNFT | 8.00 | 1,248.00 | 6.20 | 967.20 | ||||
| 705-04 | single swinging driveway gates | 1 | EACH | 350.00 | 350.00 | 800.00 | 800.00 | ||||
| 705-09 | rebuilt fence | 75 | LNFT | 6.00 | 450.00 | 15.00 | 1,125.00 | ||||
| 708-01 | right-of-way monument | 19 | EACH | 100.00 | 1,900.00 | 55.00 | 1,045.00 | ||||
| 708-02 | right-of-way monument witness post | 19 | EACH | 125.00 | 2,375.00 | 30.00 | 570.00 | ||||
| 711-01-E | riprap (130 lb, 24" thick) | 1,147 | SQYD | 38.00 | 43,586.00 | 56.50 | 64,805.50 | ||||
| 711-04 | geotextile fabric | 1,649 | SQYD | 1.75 | 2,885.75 | 1.65 | 2,720.85 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | ||||
| 717-01 | seeding | 34 | LB | 10.00 | 340.00 | 9.00 | 306.00 | ||||
| 718-01 | fertilizer | 1,128 | LB | 0.25 | 282.00 | 0.25 | 282.00 | ||||
| 722-01 | project site laboratory | 1 | EACH | 35,000.00 | 35,000.00 | 7,000.00 | 7,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 120,000.00 | 120,000.00 | 290,000.00 | 290,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 85.00 | 340.00 | 95.00 | 380.00 | ||||
| 731-01 | nonreflectorized raised pavement markers | 30 | EACH | 13.00 | 390.00 | 13.40 | 402.00 | ||||
| 731-02 | reflectorized raised pavement markers | 63 | EACH | 8.00 | 504.00 | 8.80 | 554.40 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.429 | MILE | 5,500.00 | 2,359.50 | 5,100.00 | 2,187.90 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.189 | MILE | 2,500.00 | 472.50 | 2,600.00 | 491.40 | ||||
| 740-01 | construction layout | lump | LUMP | 34,000.00 | 34,000.00 | 50,000.00 | 50,000.00 | ||||
| 804-01-B | precast concrete piles (14") | 200 | LNFT | 50.00 | 10,000.00 | 46.20 | 9,240.00 | ||||
| 804-01-G | precast concrete piles (30") | 1,680 | LNFT | 205.00 | 344,400.00 | 181.35 | 304,668.00 | ||||
| 804-12 | loading permanent piles | 1 | EACH | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 | ||||
| 805-01-F | class a concrete (bents) | 91.81 | CUYD | 850.00 | 78,038.50 | 640.00 | 58,758.40 | ||||
| 805-03 | class aa concrete | 254.08 | CUYD | 650.00 | 165,152.00 | 395.00 | 100,361.60 | ||||
| 805-08-D | precast-prestressed concrete girders (type iv) | 1,074.0 | LNFT | 135.00 | 144,990.00 | 106.00 | 113,844.00 | ||||
| 805-11 | strip seal joints | 60.00 | LNFT | 130.00 | 7,800.00 | 167.00 | 10,020.00 | ||||
| 806-01 | deformed reinforcing steel | 88,520 | LB | 0.75 | 66,390.00 | 0.81 | 71,701.20 | ||||
| 807-06 | structural metalwork | lump | LUMP | 2,500.00 | 2,500.00 | 2,200.00 | 2,200.00 | ||||
| 810-01 | concrete railing (barrier) | 620.00 | LNFT | 60.00 | 37,200.00 | 49.50 | 30,690.00 | ||||
| 813-01 | concrete approach slabs | 266.46 | SQYD | 150.00 | 39,969.00 | 168.70 | 44,951.80 | ||||
| CONTRACTOR TOTAL | 1,455,887.23 | 1,565,845.90 | |||||||||