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| DBE GOAL FED | |||
| Lead Project: 007-07-0046 | |||
| Parish: ASCENSION | |||
| Routes: US 61, LA 42 | |||
| Description: AIRLINE HIGHWAY WIDENING (S. JCT. LA. 42 - JCT. LA. 427) | |||
| Type Const:
grading,lime treatment, cold planing asphaltc pav ement,drainage structures, class ii base course,roadway wide ning,superpave asphaltic conc.overlay and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 00481 | COASTAL BRIDGE CO., L.L.C. | $2,741,886.04 |
| 2 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $3,586,967.40 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COASTAL BRIDGE CO., L.L.C. |
- 2 - BARBER BROS. CONTRACTING CO., L.L.C |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 15,000.00 | 15,000.00 | 50,000.00 | 50,000.00 | ||||
| 202-02-D | removal of concrete walks & drives | 2,265 | SQYD | 12.00 | 27,180.00 | 12.00 | 27,180.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 139.0 | SQYD | 10.00 | 1,390.00 | 10.00 | 1,390.00 | ||||
| 202-02-J | removal of existing signal equipment & related items | lump | LUMP | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | ||||
| 203-06 | excavation & embankment | lump | LUMP | 100,000.00 | 100,000.00 | 250,000.00 | 250,000.00 | ||||
| 204-02 | temporary hay or straw bales | 56 | EACH | 10.00 | 560.00 | 8.25 | 462.00 | ||||
| 204-06 | temporary silt fencing | 9,913 | LNFT | 1.50 | 14,869.50 | 1.50 | 14,869.50 | ||||
| 302-02-C | class ii base course (10" thick) | 24,296.6 | SQYD | 16.00 | 388,745.60 | 18.00 | 437,338.80 | ||||
| 304-01 | lime | 116.15 | TON | 0.01 | 1.16 | 150.00 | 17,422.50 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 8,194 | SQYD | 0.01 | 81.94 | 3.00 | 24,582.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
58 | CUYD | 25.00 | 1,450.00 | 50.00 | 2,900.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 25.00 | 12,500.00 | 70.00 | 35,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 23,002.4 | TON | 50.00 | 1,150,120.00 | 65.00 | 1,495,156.00 | ||||
| 502-01-A | superpave asphaltic concrete (paved drives and turnouts) |
267.7 | TON | 70.00 | 18,739.00 | 100.00 | 26,770.00 | ||||
| 509-01 | cold planing asphaltic pavement | 29,079 | SQYD | 8.40 | 244,263.60 | 2.50 | 72,697.50 | ||||
| 509-02 | contractor retained reclaimed asphaltic concrete pavement |
- 1,212 | CUYD | 25.00 | - 30,300.00 | FREE | FREE | ||||
| 701-05-F | side drain pipe (15") | 314 | LNFT | 70.00 | 21,980.00 | 75.00 | 23,550.00 | ||||
| 701-05-I | side drain pipe (24") | 348 | LNFT | 85.00 | 29,580.00 | 85.00 | 29,580.00 | ||||
| 701-06-B | side drain pipe arch (18" equiv. rcpa) | 110 | LNFT | 70.00 | 7,700.00 | 80.00 | 8,800.00 | ||||
| 701-06-D | side drain pipe arch (24" equiv. rcpa) | 138 | LNFT | 85.00 | 11,730.00 | 95.00 | 13,110.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 30 | LNFT | 100.00 | 3,000.00 | 100.00 | 3,000.00 | ||||
| 701-15 | concrete collar | 2 | EACH | 1,500.00 | 3,000.00 | 750.00 | 1,500.00 | ||||
| 702-08-A | side drain safety end (type 1) | 2 | EACH | 4,000.00 | 8,000.00 | 2,000.00 | 4,000.00 | ||||
| 706-02-C | concrete drive (6" thick) | 706.7 | SQYD | 40.00 | 28,268.00 | 50.00 | 35,335.00 | ||||
| 707-03 | combination concrete curb & gutter | 147.0 | LNFT | 30.00 | 4,410.00 | 50.00 | 7,350.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 40,000.00 | 40,000.00 | 85,000.00 | 85,000.00 | ||||
| 713-03-C | temporary pavement markings (8" width) | 3,926 | LNFT | 0.45 | 1,766.70 | 0.50 | 1,963.00 | ||||
| 713-03-E | temporary pavement markings (24" width) | 872 | LNFT | 1.35 | 1,177.20 | 1.50 | 1,308.00 | ||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
3.942 | MILE | 300.00 | 1,182.60 | 500.00 | 1,971.00 | ||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
3.942 | MILE | 310.00 | 1,222.02 | 350.00 | 1,379.70 | ||||
| 713-04-C | temporary pavement markings (broken line)( 8" width)( 3' length) |
2.602 | MILE | 520.00 | 1,353.04 | 600.00 | 1,561.20 | ||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 7.322 | MILE | 590.00 | 4,319.98 | 650.00 | 4,759.30 | ||||
| 713-06-A | temporary pavement legends and symbols (arrow) | 52 | EACH | 54.00 | 2,808.00 | 60.00 | 3,120.00 | ||||
| 713-06-C | temporary pavement legends and symbols (only) | 52 | EACH | 54.00 | 2,808.00 | 60.00 | 3,120.00 | ||||
| 713-07 | temporary reflectorized raised pavement markers | 1,440 | EACH | 1.00 | 1,440.00 | 5.50 | 7,920.00 | ||||
| 722-01 | project site laboratory | 1 | EACH | 2,000.00 | 2,000.00 | 10,000.00 | 10,000.00 | ||||
| 724-01-B | pavement patching (12" minimum thickness) | 200 | SQYD | 48.00 | 9,600.00 | 60.00 | 12,000.00 | ||||
| 726-01 | bedding material | 100.0 | CUYD | 65.00 | 6,500.00 | 20.00 | 2,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 150,000.00 | 150,000.00 | 300,000.00 | 300,000.00 | ||||
| 729-01-A | sign (type a) (r10-10)(24"x30")"left turn signal" | 20.0 | SQFT | 26.00 | 520.00 | 30.00 | 600.00 | ||||
| 729-01-B | sign (type a) (r3-5)(30"x36")"left turn only" | 45.0 | SQFT | 26.00 | 1,170.00 | 30.00 | 1,350.00 | ||||
| 729-02-A | sign (type b)(r1-2)(36"x36"x36")"yield" | 4.5 | SQFT | 26.00 | 117.00 | 40.00 | 180.00 | ||||
| 729-02-B | sign (type b) (r3-7)(30"x30")"right lane must turn right" |
6.3 | SQFT | 26.00 | 163.80 | 40.00 | 252.00 | ||||
| 731-02 | reflectorized raised pavement markers | 860 | EACH | 5.10 | 4,386.00 | 6.00 | 5,160.00 | ||||
| 732-01-C | plastic pavement striping (8" width) | 2,721 | LNFT | 1.00 | 2,721.00 | 1.00 | 2,721.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 706 | LNFT | 3.00 | 2,118.00 | 3.50 | 2,471.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 3.747 | MILE | 2,000.00 | 7,494.00 | 2,200.00 | 8,243.40 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.971 | MILE | 800.00 | 1,576.80 | 1,000.00 | 1,971.00 | ||||
| 732-03-C | plastic pavement striping (broken line)(8" width) | 1.426 | MILE | 1,600.00 | 2,281.60 | 2,000.00 | 2,852.00 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 34 | EACH | 125.00 | 4,250.00 | 140.00 | 4,760.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 34 | EACH | 150.00 | 5,100.00 | 150.00 | 5,100.00 | ||||
| 736-01 | trenching and backfilling | 2,870 | LNFT | 3.75 | 10,762.50 | 4.25 | 12,197.50 | ||||
| 736-03-A | jacked or bored conduit (1"pec, schedule 80) | 350 | LNFT | 11.25 | 3,937.50 | 12.50 | 4,375.00 | ||||
| 736-03-B | jacked or bored conduit (2"pec, schedule 80) | 150 | LNFT | 13.50 | 2,025.00 | 15.00 | 2,250.00 | ||||
| 736-04-A | signal support (30' steel strain pole) | 8 | EACH | 5,500.00 | 44,000.00 | 6,500.00 | 52,000.00 | ||||
| 736-05-A | signal heads (3-section, r, y, g)(l.e.d.) | 12 | EACH | 780.00 | 9,360.00 | 900.00 | 10,800.00 | ||||
| 736-05-B | signal heads (3-section, r, lt. y, lt. g)(l.e.d.) | 6 | EACH | 700.00 | 4,200.00 | 800.00 | 4,800.00 | ||||
| 736-05-C | signal heads (5-section, r, y, g, rt. y, rt. g)(l.e.d.) | 2 | EACH | 1,150.00 | 2,300.00 | 1,400.00 | 2,800.00 | ||||
| 736-06 | signal service | 2 | EACH | 1,550.00 | 3,100.00 | 2,000.00 | 4,000.00 | ||||
| 736-08 | signal controller(nema 8 phase; type 6 base mounted cabinet) |
2 | EACH | 17,000.00 | 34,000.00 | 20,000.00 | 40,000.00 | ||||
| 736-09 | loop detector(sawcut,loop wire,sealant) | 2,420 | LNFT | 9.50 | 22,990.00 | 12.00 | 29,040.00 | ||||
| 736-10-A | underground junction box (type "d") | 4 | EACH | 265.00 | 1,060.00 | 350.00 | 1,400.00 | ||||
| 736-10-B | underground junction box (type "e") | 14 | EACH | 370.00 | 5,180.00 | 450.00 | 6,300.00 | ||||
| 736-10-C | underground junction box (type "f") | 6 | EACH | 550.00 | 3,300.00 | 600.00 | 3,600.00 | ||||
| 736-10-D | underground junction box (type "g") | 5 | EACH | 715.00 | 3,575.00 | 800.00 | 4,000.00 | ||||
| 736-10-E | underground junction box (type "h") | 2 | EACH | 800.00 | 1,600.00 | 900.00 | 1,800.00 | ||||
| 736-11-A | conduit (1/2" pec, schedule 80) | 320 | LNFT | 3.65 | 1,168.00 | 4.50 | 1,440.00 | ||||
| 736-11-B | conduit (1" pec, schedule 80) | 1,220 | LNFT | 2.35 | 2,867.00 | 3.00 | 3,660.00 | ||||
| 736-11-C | conduit (2" pec, schedule 80) | 2,020 | LNFT | 2.95 | 5,959.00 | 3.50 | 7,070.00 | ||||
| 736-11-D | conduit (4" pec, schedule 80) | 60 | LNFT | 5.60 | 336.00 | 6.50 | 390.00 | ||||
| 736-12-A | conductor (2c)(loop lead-in/#14 awg) | 5,220 | LNFT | 1.30 | 6,786.00 | 1.50 | 7,830.00 | ||||
| 736-12-B | conductor (3c)(power/#6 awg) | 60 | LNFT | 3.85 | 231.00 | 5.00 | 300.00 | ||||
| 736-12-C | conductor (6c)(signal/#14 awg) | 540 | LNFT | 1.75 | 945.00 | 2.00 | 1,080.00 | ||||
| 736-12-D | conductor (10c)(signal/#14 awg) | 2,540 | LNFT | 2.10 | 5,334.00 | 2.50 | 6,350.00 | ||||
| 736-12-E | conductor (6 pr)(twisted pair interconnect/#19 awg) | 1,060 | LNFT | 4.00 | 4,240.00 | 4.50 | 4,770.00 | ||||
| 739-01 | hydro-seeding | 8.33 | ACRE | 1,000.00 | 8,330.00 | 1,000.00 | 8,330.00 | ||||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | ||||
| S-001 | rumble strips (ground-in) | 1.8 | MILE | 2,000.00 | 3,600.00 | 3,000.00 | 5,400.00 | ||||
| S-002 | roadway reinforcing mesh (complete road system) | 27,747 | SQYD | 6.50 | 180,355.50 | 7.00 | 194,229.00 | ||||
| S-003 | variable message sign unit | 4 | EACH | 8,000.00 | 32,000.00 | 20,000.00 | 80,000.00 | ||||
| CONTRACTOR TOTAL | 2,741,886.04 | 3,586,967.40 | |||||||||