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| DBE GOAL FED | |||
| Lead Project: 036-04-0050 | |||
| Parish: FRANKLIN, TENSAS | |||
| Routes: LA 4 | |||
| Description: TENSAS RIVER BRIDGE AND APPROACHES | |||
| Type Const:
grading, drainage structures, lime trmt, class ii base course, superpave asph conc pvmt, precast-prestressed conc girders and related work. | |||
| Estimated Construction Cost: $5,235,364.95 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $6,477,079.57 |
| 2 | 42076 | AUSTIN BRIDGE & ROAD, LP | $6,931,461.40 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - 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 & grubbing | lump | LUMP | 350,000.00 | 350,000.00 | 150,000.00 | 150,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 22,500.00 | 22,500.00 | 7,975.31 | 7,975.31 | ||||
| 202-02-A | removal of bridges (sta. 139+82, 470' x 19', steel swing span) |
1 | EACH | 400,000.00 | 400,000.00 | 500,000.00 | 500,000.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 12,749.1 | SQYD | 12.00 | 152,989.20 | 6.23 | 79,426.89 | ||||
| 202-02-H | removal of guard rail | 307 | LNFT | 10.00 | 3,070.00 | 7.78 | 2,388.46 | ||||
| 202-02-I | removal of wood & tin building (lt. of sta. 145+12; 50'x 50') |
1 | EACH | 3,000.00 | 3,000.00 | 3,190.10 | 3,190.10 | ||||
| 203-01 | general excavation | 16,655 | CUYD | 8.00 | 133,240.00 | 6.69 | 111,421.95 | ||||
| 203-02 | drainage excavation | 101 | CUYD | 18.00 | 1,818.00 | 11.16 | 1,127.16 | ||||
| 203-04 | embankment | 38,211 | CUYD | 15.00 | 573,165.00 | 14.67 | 560,555.37 | ||||
| 204-05-A | temporary sediment check dams (hay) | 10 | EACH | 150.00 | 1,500.00 | 233.58 | 2,335.80 | ||||
| 204-06 | temporary silt fencing | 10,100 | LNFT | 2.88 | 29,088.00 | 2.33 | 23,533.00 | ||||
| 302-02-D-01 | class ii base course (12" thick) (crushed stone or recycled pccp) |
14,997.4 | SQYD | 35.00 | 524,909.00 | 47.73 | 715,825.90 | ||||
| 302-02-E-01 | class ii base course (10 1/2" thick) (crushed stone or recycled pccp) |
186.2 | SQYD | 45.00 | 8,379.00 | 66.64 | 12,408.37 | ||||
| 304-01 | lime | 193.41 | TON | 130.00 | 25,143.30 | 202.00 | 39,068.82 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 15,119 | SQYD | 1.25 | 18,898.75 | 2.83 | 42,786.77 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,157 | CUYD | 50.00 | 57,850.00 | 156.89 | 181,521.73 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 200.0 | CUYD | 65.00 | 13,000.00 | 177.58 | 35,516.00 | ||||
| 502-01 | superpave asphaltic concrete | 3,867.2 | TON | 100.00 | 386,720.00 | 157.30 | 608,310.56 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
49.3 | TON | 185.00 | 9,120.50 | 291.00 | 14,346.30 | ||||
| 701-01-K | cross drain pipe (30" rcp/pcp) | 136 | LNFT | 110.00 | 14,960.00 | 151.54 | 20,609.44 | ||||
| 701-01-Q | cross drain pipe (60" rcp/pcp) | 175 | LNFT | 220.00 | 38,500.00 | 255.22 | 44,663.50 | ||||
| 701-05-G | side drain pipe (18") | 278 | LNFT | 65.00 | 18,070.00 | 87.72 | 24,386.16 | ||||
| 701-05-I | side drain pipe (24") | 107 | LNFT | 75.00 | 8,025.00 | 103.69 | 11,094.83 | ||||
| 701-05-O | side drain pipe (48") | 111 | LNFT | 150.00 | 16,650.00 | 159.52 | 17,706.72 | ||||
| 701-14-A | cleaning existing pipes (cross drain @ sta. 108+37.97) | 56 | LNFT | 50.00 | 2,800.00 | 31.90 | 1,786.40 | ||||
| 702-08-B | side drain safety end (type 2) | 2 | EACH | 6,000.00 | 12,000.00 | 5,582.73 | 11,165.46 | ||||
| 704-03 | blocked out guard rail | 500.0 | LNFT | 19.00 | 9,500.00 | 29.59 | 14,795.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 55.00 | 5,500.00 | 85.64 | 8,564.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,000.00 | 8,000.00 | 3,114.45 | 12,457.80 | ||||
| 708-01 | right-of-way monument | 7 | EACH | 200.00 | 1,400.00 | 311.45 | 2,180.15 | ||||
| 708-02 | right-of-way monument witness post | 7 | EACH | 200.00 | 1,400.00 | 233.58 | 1,635.06 | ||||
| 711-01-D | riprap (55 lb, 1.5' thickness) | 2,864 | SQYD | 50.00 | 143,200.00 | 95.71 | 274,113.44 | ||||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 37 | SQYD | 175.00 | 6,475.00 | 233.58 | 8,642.46 | ||||
| 712-04 | flexible revetment | 1,934 | SQYD | 47.00 | 90,898.00 | 77.86 | 150,581.24 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 75,000.00 | 75,000.00 | 34,511.12 | 34,511.12 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
0.862 | MILE | 250.00 | 215.50 | 2,335.83 | 2,013.49 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 2.556 | MILE | 220.00 | 562.32 | 1,557.21 | 3,980.23 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 30,000 | SQYD | 0.10 | 3,000.00 | 1.87 | 56,100.00 | ||||
| 722-01 | project site laboratory | 1 | EACH | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | ||||
| 726-01 | bedding material | 88.3 | CUYD | 75.00 | 6,622.50 | 103.69 | 9,155.83 | ||||
| 727-01 | mobilization | lump | LUMP | 630,000.00 | 630,000.00 | 680,000.00 | 680,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | 116.79 | 467.16 | ||||
| 731-01 | nonreflectorized raised pavement markers | 132 | EACH | 12.00 | 1,584.00 | 18.69 | 2,467.08 | ||||
| 731-02 | reflectorized raised pavement markers | 220 | EACH | 6.00 | 1,320.00 | 9.34 | 2,054.80 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 2.556 | MILE | 2,800.00 | 7,156.80 | 4,671.67 | 11,940.79 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.862 | MILE | 800.00 | 689.60 | 1,557.22 | 1,342.32 | ||||
| 735-01 | mailboxes | 11 | EACH | 10.00 | 110.00 | 15.57 | 171.27 | ||||
| 735-02 | mailbox supports (single) | 11 | EACH | 150.00 | 1,650.00 | 233.58 | 2,569.38 | ||||
| 739-01 | hydro-seeding | 11.20 | ACRE | 950.00 | 10,640.00 | 1,479.37 | 16,568.94 | ||||
| 740-01 | construction layout | lump | LUMP | 72,500.00 | 72,500.00 | 50,000.00 | 50,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 10,000.00 | 10,000.00 | 37,420.95 | 37,420.95 | ||||
| 804-01-B | precast concrete piles (14") | 200 | LNFT | 70.00 | 14,000.00 | 104.94 | 20,988.00 | ||||
| 804-01-C | precast concrete piles (16") | 1,740 | LNFT | 80.00 | 139,200.00 | 113.41 | 197,333.40 | ||||
| 804-01-H | precast concrete piles (36") | 1,320 | LNFT | 500.00 | 660,000.00 | 296.38 | 391,221.60 | ||||
| 804-12 | loading permanent piles | 1 | EACH | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 | ||||
| 804-17 | dynamic monitoring | 1 | EACH | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 5.15 | CUYD | 2,000.00 | 10,300.00 | 1,754.56 | 9,035.98 | ||||
| 805-01-F | class a concrete (bents) | 127.20 | CUYD | 1,200.00 | 152,640.00 | 1,210.97 | 154,035.38 | ||||
| 805-03 | class aa concrete | 543.96 | CUYD | 1,100.00 | 598,356.00 | 700.00 | 380,772.00 | ||||
| 805-08-D | precast-prestressed concrete girders (type iv) | 2,984.6 | LNFT | 225.00 | 671,535.00 | 226.46 | 675,892.52 | ||||
| 805-11 | strip seal joints | 60.00 | LNFT | 150.00 | 9,000.00 | 345.98 | 20,758.80 | ||||
| 805-12 | reinforced concrete box culverts (3'x 2') | 27.0 | LNFT | 400.00 | 10,800.00 | 518.41 | 13,997.07 | ||||
| 806-01 | deformed reinforcing steel | 169,271 | LB | 1.00 | 169,271.00 | 1.48 | 250,521.08 | ||||
| 807-06 | structural metalwork | lump | LUMP | 10,000.00 | 10,000.00 | 14,232.12 | 14,232.12 | ||||
| 810-01 | concrete railing (barrier) | 1,280.00 | LNFT | 45.00 | 57,600.00 | 84.45 | 108,096.00 | ||||
| 813-01 | concrete approach slabs | 266.26 | SQYD | 185.00 | 49,258.10 | 254.24 | 67,693.94 | ||||
| CONTRACTOR TOTAL | 6,477,079.57 | 6,931,461.40 | |||||||||