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| DBE GOAL FED | |||
| Lead Project: 829-32-0007 | |||
| Parish: LAFOURCHE | |||
| Routes: LA 1 | |||
| Description: LA 1 RELOCATED - PORT FOURCHON TO LEEVILLE - PHASE 1B | |||
| Type Const:
roadway embankment, asphaltic concrete pavement, concrete slab spans, precast prestressed concrete girder spans, (alt. c1 - 54" piles, alt. c2 - 30" piles) and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 01029 | TRAYLOR BRO/MASSMAN CONST A JT VENT | $141,441,150.97 |
| 2 | 42786 | FLATIRON CONST/JAMES CONST, A JT VT | $174,569,513.92 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - TRAYLOR BRO/MASSMAN CONST A JT VENT |
- 2 - FLATIRON CONST/JAMES CONST, A JT VT |
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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 | 100,000.00 | 100,000.00 | 200,000.00 | 200,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 | ||||
| 202-02-A-01 | removal of bridge (sta. 460+20, 36' x 2566.5') | 1 | EACH | 1,500,000.00 | 1,500,000.00 | 2,500,000.00 | 2,500,000.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 6,358.0 | SQYD | 8.00 | 50,864.00 | 10.00 | 63,580.00 | ||||
| 203-01 | general excavation | 1,403 | CUYD | 13.50 | 18,940.50 | 14.00 | 19,642.00 | ||||
| 203-04 | embankment | 19,735 | CUYD | 33.00 | 651,255.00 | 36.00 | 710,460.00 | ||||
| 203-05 | nonplastic embankment | 4,245 | CUYD | 40.00 | 169,800.00 | 42.00 | 178,290.00 | ||||
| 204-02 | temporary hay or straw bales | 98 | EACH | 10.00 | 980.00 | 10.00 | 980.00 | ||||
| 204-06 | temporary silt fencing | 5,131 | LNFT | 3.50 | 17,958.50 | 3.30 | 16,932.30 | ||||
| 302-02-C-01 | class ii base course (10" thick) (crushed stone or recycled pccp) |
12,700.9 | SQYD | 34.00 | 431,830.60 | 32.00 | 406,428.80 | ||||
| 401-01 | aggregate surface course (net section) | 8.7 | CUYD | 115.00 | 1,000.50 | 110.00 | 957.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 200.0 | CUYD | 82.00 | 16,400.00 | 82.00 | 16,400.00 | ||||
| 502-01 | superpave asphaltic concrete | 11,512.5 | TON | 85.00 | 978,562.50 | 86.00 | 990,075.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
192.3 | TON | 140.00 | 26,922.00 | 148.00 | 28,460.40 | ||||
| 509-01 | cold planing asphaltic pavement | 439 | SQYD | 20.00 | 8,780.00 | 22.00 | 9,658.00 | ||||
| 703-03 | perforated pipe underdrains | 203 | LNFT | 15.50 | 3,146.50 | 16.00 | 3,248.00 | ||||
| 703-04 | nonperforated pipe underdrains | 77 | LNFT | 15.00 | 1,155.00 | 15.00 | 1,155.00 | ||||
| 704-03 | blocked out guard rail | 275.0 | LNFT | 18.00 | 4,950.00 | 18.00 | 4,950.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 75.0 | LNFT | 58.00 | 4,350.00 | 56.00 | 4,200.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 3 | EACH | 2,000.00 | 6,000.00 | 2,000.00 | 6,000.00 | ||||
| 705-06-A | chain link fence (4-foot height) | 214 | LNFT | 15.00 | 3,210.00 | 16.00 | 3,424.00 | ||||
| 708-01 | right-of-way monument | 15 | EACH | 206.00 | 3,090.00 | 252.00 | 3,780.00 | ||||
| 708-02 | right-of-way monument witness post | 15 | EACH | 206.00 | 3,090.00 | 252.00 | 3,780.00 | ||||
| 711-01-C | riprap (30 lb, 14" thick) | 2,564 | SQYD | 44.00 | 112,816.00 | 44.00 | 112,816.00 | ||||
| 711-04 | geotextile fabric | 23,209 | SQYD | 2.00 | 46,418.00 | 2.00 | 46,418.00 | ||||
| 713-01 | temporary signs and barricades | lump | LUMP | 11,000.00 | 11,000.00 | 150,000.00 | 150,000.00 | ||||
| 716-01-A | mulch (vegetative) | 3.00 | ACRE | 870.00 | 2,610.00 | 875.00 | 2,625.00 | ||||
| 717-01 | seeding | 90 | LB | 9.50 | 855.00 | 10.00 | 900.00 | ||||
| 718-01 | fertilizer | 3,000 | LB | 0.42 | 1,260.00 | 0.50 | 1,500.00 | ||||
| 722-01 | project site laboratory | 1 | EACH | 10,000.00 | 10,000.00 | 11,000.00 | 11,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 14,138,000.00 | 14,138,000.00 | 17,500,000.00 | 17,500,000.00 | ||||
| 729-01 | sign (type a) | 448.2 | SQFT | 25.00 | 11,205.00 | 24.00 | 10,756.80 | ||||
| 729-02 | sign (type b) | 29.7 | SQFT | 24.00 | 712.80 | 25.00 | 742.50 | ||||
| 729-04 | sign (type d) | 357.5 | SQFT | 22.00 | 7,865.00 | 25.00 | 8,937.50 | ||||
| 729-05 | sign (type e) | 56.4 | SQFT | 28.00 | 1,579.20 | 28.00 | 1,579.20 | ||||
| 729-06 | sign (overhead mounted) | 929.5 | SQFT | 22.00 | 20,449.00 | 23.00 | 21,378.50 | ||||
| 729-08-A | mounting (2 1/2" post) | 8 | EACH | 620.00 | 4,960.00 | 610.00 | 4,880.00 | ||||
| 729-08-B | mounting (3 1/2" post) | 15 | EACH | 730.00 | 10,950.00 | 710.00 | 10,650.00 | ||||
| 729-08-F | mounting (w6 x 12) | 2 | EACH | 1,025.00 | 2,050.00 | 1,100.00 | 2,200.00 | ||||
| 729-08-G | mounting (w8 x 18) | 2 | EACH | 1,500.00 | 3,000.00 | 1,500.00 | 3,000.00 | ||||
| 729-08-H | mounting (w8 x 24) | 2 | EACH | 2,100.00 | 4,200.00 | 2,100.00 | 4,200.00 | ||||
| 729-10 | mounting (overhead truss)(structure mounted) | 3 | EACH | 62,000.00 | 186,000.00 | 6,200.00 | 18,600.00 | ||||
| 729-12-A | mounting (overhead butterfly)(structure mounted) | 3 | EACH | 17,500.00 | 52,500.00 | 18,000.00 | 54,000.00 | ||||
| 729-13 | mounting (bridge fascia mounted) | 2 | EACH | 3,900.00 | 7,800.00 | 4,000.00 | 8,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 6 | EACH | 72.00 | 432.00 | 72.00 | 432.00 | ||||
| 729-18 | milepost assembly (structure mounted) | 60 | EACH | 115.00 | 6,900.00 | 115.00 | 6,900.00 | ||||
| 729-19-C | dead end road installations(type c) | 4 | EACH | 600.00 | 2,400.00 | 600.00 | 2,400.00 | ||||
| 731-01 | nonreflectorized raised pavement markers | 5,031 | EACH | 14.00 | 70,434.00 | 13.00 | 65,403.00 | ||||
| 731-02 | reflectorized raised pavement markers | 1,592 | EACH | 7.00 | 11,144.00 | 7.00 | 11,144.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 18.542 | MILE | 2,500.00 | 46,355.00 | 2,200.00 | 40,792.40 | ||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.098 | MILE | 5,000.00 | 490.00 | 4,100.00 | 401.80 | ||||
| 732-02-E | plastic pavement striping (solid line)(24" width) | 0.109 | MILE | 15,000.00 | 1,635.00 | 7,600.00 | 828.40 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.420 | MILE | 1,000.00 | 420.00 | 1,250.00 | 525.00 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 2 | EACH | 165.00 | 330.00 | 210.00 | 420.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 2 | EACH | 200.00 | 400.00 | 260.00 | 520.00 | ||||
| 732-05 | removal of existing markings | 0.178 | MILE | 6,500.00 | 1,157.00 | 6,500.00 | 1,157.00 | ||||
| 740-01 | construction layout | lump | LUMP | 500,000.00 | 500,000.00 | 1,600,000.00 | 1,600,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 55,000.00 | 55,000.00 | 20,000.00 | 20,000.00 | ||||
| 804-01-C | precast concrete piles (16") | 37,525 | LNFT | 65.00 | 2,439,125.00 | 50.00 | 1,876,250.00 | ||||
| 804-01-F | precast concrete piles (24") | 183,613 | LNFT | 122.00 | 22,400,786.00 | 85.00 | 15,607,105.00 | ||||
| 805-02-D | class a(m) concrete (footings) | 5,100.77 | CUYD | 1,500.00 | 7,651,155.00 | 1,370.00 | 6,988,054.90 | ||||
| 805-02-E | class a(m) concrete (piers) | 3,437.11 | CUYD | 1,500.00 | 5,155,665.00 | 1,500.00 | 5,155,665.00 | ||||
| 805-02-F | class a(m) concrete (bents) | 3,552.27 | CUYD | 2,000.00 | 7,104,540.00 | 1,977.00 | 7,022,837.79 | ||||
| 805-03 | class aa concrete | 28,642.79 | CUYD | 1,100.00 | 31,507,069.00 | 1,363.00 | 39,040,122.77 | ||||
| 805-08-C | precast-prestressed concrete girder (type iii) | 52,720.3 | LNFT | 151.00 | 7,960,765.30 | 400.00 | 21,088,120.00 | ||||
| 805-08-I | precast-prestressed concrete girder (type bt-78) | 38,853.4 | LNFT | 295.00 | 11,461,753.00 | 600.00 | 23,312,040.00 | ||||
| 805-11 | strip seal joints | 3,103.42 | LNFT | 150.00 | 465,513.00 | 195.00 | 605,166.90 | ||||
| 806-01 | deformed reinforcing steel | 9,717,485 | LB | 0.88 | 8,551,386.80 | 1.00 | 9,717,485.00 | ||||
| 807-03 | steel (astm a709, gr. 50w) | 107,386 | LB | 2.25 | 241,618.50 | 5.00 | 536,930.00 | ||||
| 807-06 | structural metalwork | lump | LUMP | 300,000.00 | 300,000.00 | 200,000.00 | 200,000.00 | ||||
| 810-01-A | concrete railing (barrier) | 39,217.17 | LNFT | 32.50 | 1,274,558.02 | 38.00 | 1,490,252.46 | ||||
| 810-01-B | concrete railing (median barrier) | 320.00 | LNFT | 175.00 | 56,000.00 | 80.00 | 25,600.00 | ||||
| 810-04 | steel & concrete railing | 235.17 | LNFT | 275.00 | 64,671.75 | 150.00 | 35,275.50 | ||||
| 813-01 | concrete approach slabs | 494.93 | SQYD | 140.00 | 69,290.20 | 300.00 | 148,479.00 | ||||
| S-001 | erosion control mat | 6,227 | SQYD | 21.00 | 130,767.00 | 23.00 | 143,221.00 | ||||
| S-002 | lightweight aggregate | 18,824 | CUYD | 75.00 | 1,411,800.00 | 80.00 | 1,505,920.00 | ||||
| S-003 | settlement cell & monitoring system | lump | LUMP | 25,000.00 | 25,000.00 | 55,000.00 | 55,000.00 | ||||
| S-004 | prefabricated wick drains | 63,870 | LNFT | 1.20 | 76,644.00 | 2.00 | 127,740.00 | ||||
| S-005 | mounting (slab support) | 15 | EACH | 1,000.00 | 15,000.00 | 2,000.00 | 30,000.00 | ||||
| S-006 | light standard support | 46 | EACH | 1,300.00 | 59,800.00 | 2,000.00 | 92,000.00 | ||||
| S-007 | resident engineers, housing allowance | lump | LUMP | 250,000.00 | 250,000.00 | 1,500,000.00 | 1,500,000.00 | ||||
| S-101 | class l concrete | 98.21 | CUYD | 1,250.00 | 122,762.50 | 1,100.00 | 108,031.00 | ||||
| S-109 | clearance gauges | 4 | EACH | 4,000.00 | 16,000.00 | 11,000.00 | 44,000.00 | ||||
| S-110 | construction camera system | lump | LUMP | 225,000.00 | 225,000.00 | 30,000.00 | 30,000.00 | ||||
| S-111 | impact attenuators (kinetic) | 3 | EACH | 24,000.00 | 72,000.00 | 28,000.00 | 84,000.00 | ||||
| S-112 | construction site survey | lump | LUMP | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 | ||||
| S-113 | vibration monitoring | lump | LUMP | 150,000.00 | 150,000.00 | 35,000.00 | 35,000.00 | ||||
| S-117 | flexible post traffic delineators | 420 | EACH | 70.00 | 29,400.00 | 55.00 | 23,100.00 | ||||
| S-119 | o-cell concrete calibration pile | 2 | EACH | 120,000.00 | 240,000.00 | 250,000.00 | 500,000.00 | ||||
| SUBTOTAL GENERAL | 129,003,682.17 | 162,124,903.92 | |||||||||
| ALTERNATE C | precast concrete piles | ||||||||||
| ALTERNATE C1 | precast concrete piles (54") | ||||||||||
| 804-01-I-01 | precast concrete piles (54") (alt. c1) | 29,800 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 805-02-F-01 | class a(m) concrete (bents) (alt. c1) | 3,668.10 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 806-01-A | deformed reinforcing steel (alt. c1) | 802,814 | LB | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| ALTERNATE C2 | precast concrete piles (30") | ||||||||||
| 804-01-G-01 | precast concrete piles (30") (alt. c2) | 45,015 | LNFT | 200.00 | 9,003,000.00 | 206.00 | 9,273,090.00 | ||||
| 805-02-F-02 | class a(m) concrete (bents) (alt. c2) | 1,546.95 | CUYD | 2,000.00 | 3,093,900.00 | 1,800.00 | 2,784,510.00 | ||||
| 806-01-B | deformed reinforcing steel (alt. c2) | 387,010 | LB | 0.88 | 340,568.80 | 1.00 | 387,010.00 | ||||
| SUBTOTAL ALT C2 | 12,437,468.80 | 12,444,610.00 | |||||||||
| CONTRACTOR TOTAL | 141,441,150.97 | 174,569,513.92 | |||||||||