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| DBE GOAL FED | |||
| Lead Project: 267-02-0022 | |||
| Parish: ASCENSION | |||
| Routes: LA 431, LA 931 | |||
| Description: LA. 931 AT LA. 431 | |||
| Type Const:
grading, lime treatment, drainage structures, superpave asphaltic concrete pavement, traffic signals, and related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC | $738,948.91 |
| 2 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $824,477.90 |
| 3 | 00481 | COASTAL BRIDGE CO., L.L.C. | $911,650.37 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC |
- 2 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 3 - COASTAL BRIDGE CO., L.L.C. |
|
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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 | 1,000.00 | 1,000.00 | 31,000.00 | 31,000.00 | 40,000.00 | 40,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-D | removal of concrete walks & drives | 315 | SQYD | 10.00 | 3,150.00 | 11.00 | 3,465.00 | 15.00 | 4,725.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 4,170.2 | SQYD | 3.00 | 12,510.60 | 6.00 | 25,021.20 | 10.00 | 41,702.00 | ||
| 202-02-J | removal of existing traffic signal equipment & related equipment |
lump | LUMP | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-01 | removal of metal building (rt. of sta. 121+56.74; 120' x 51') |
1 | EACH | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||
| 202-02-02 | removal of metal sign and conc. slab (rt. of sta. 119+06.10) |
1 | EACH | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | ||
| 202-02-03 | removal of septic tank (rt. of sta. 122+87.86) | 1 | EACH | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 | ||
| 202-02-04 | removal of wood frame house (lt. of sta. 125+29.89; 50' x 35') |
1 | EACH | 10,000.00 | 10,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | ||
| 202-02-05 | removal of wood frame shed (lt. of sta. 126+06.34; 20' x 30') |
1 | EACH | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 500.00 | 500.00 | ||
| 203-01 | general excavation | 5,397 | CUYD | 10.00 | 53,970.00 | 12.00 | 64,764.00 | 6.00 | 32,382.00 | ||
| 203-03 | muck excavation | 1,000 | CUYD | 10.00 | 10,000.00 | 12.00 | 12,000.00 | 3.00 | 3,000.00 | ||
| 203-04 | embankment | 2,502 | CUYD | 15.00 | 37,530.00 | 12.00 | 30,024.00 | 18.00 | 45,036.00 | ||
| 304-01 | lime | 20.15 | TON | 90.00 | 1,813.50 | 110.00 | 2,216.50 | 10.00 | 201.50 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 1,421 | SQYD | 2.00 | 2,842.00 | 3.00 | 4,263.00 | 1.00 | 1,421.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
284 | CUYD | 55.00 | 15,620.00 | 35.00 | 9,940.00 | 50.00 | 14,200.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 300.0 | CUYD | 20.00 | 6,000.00 | 35.00 | 10,500.00 | 1.00 | 300.00 | ||
| 502-01 | superpave asphaltic concrete (level 1) | 3,666.1 | TON | 65.00 | 238,296.50 | 60.00 | 219,966.00 | 80.00 | 293,288.00 | ||
| 502-01-A | superpave asphaltic concrete (paved drives and turnouts) |
112.0 | TON | 100.00 | 11,200.00 | 120.00 | 13,440.00 | 120.00 | 13,440.00 | ||
| 509-01 | cold planing asphaltic pavement | 991 | SQYD | 6.00 | 5,946.00 | 10.00 | 9,910.00 | 10.00 | 9,910.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 27 | CUYD | 1.00 | - 27.00 | 0.10 | - 2.70 | 10.00 | - 270.00 | ||
| 701-02-D/E | cross drain pipe arch (24" equiv. rcpa or 30" equiv. cmpa) |
168 | LNFT | 60.00 | 10,080.00 | 100.00 | 16,800.00 | 80.00 | 13,440.00 | ||
| 701-05-G | side drain pipe (18") | 24 | LNFT | 60.00 | 1,440.00 | 50.00 | 1,200.00 | 40.00 | 960.00 | ||
| 701-05-I | side drain pipe (24") | 148 | LNFT | 60.00 | 8,880.00 | 60.00 | 8,880.00 | 50.00 | 7,400.00 | ||
| 701-05-K | side drain pipe (30") | 68 | LNFT | 75.00 | 5,100.00 | 70.00 | 4,760.00 | 60.00 | 4,080.00 | ||
| 706-02-C | concrete drive (6" thick) | 897.9 | SQYD | 28.00 | 25,141.20 | 35.00 | 31,426.50 | 65.00 | 58,363.50 | ||
| 706-03-A | incidental concrete paving (4" thick) | 256.4 | SQYD | 28.00 | 7,179.20 | 35.00 | 8,974.00 | 40.00 | 10,256.00 | ||
| 707-03 | combination concrete curb & gutter | 250.5 | LNFT | 30.00 | 7,515.00 | 25.00 | 6,262.50 | 25.00 | 6,262.50 | ||
| 708-01 | right-of-way monument | 11 | EACH | 30.00 | 330.00 | 175.00 | 1,925.00 | 125.00 | 1,375.00 | ||
| 708-02 | right-of-way monument witness post | 11 | EACH | 210.00 | 2,310.00 | 175.00 | 1,925.00 | 125.00 | 1,375.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 40,000.00 | 40,000.00 | 75,000.00 | 75,000.00 | 50,000.00 | 50,000.00 | ||
| 713-03-C | temporary pavement markings (8" width) | 1,668 | LNFT | 0.03 | 50.04 | 0.15 | 250.20 | 0.40 | 667.20 | ||
| 713-03-E | temporary pavement markings (24" width) | 728 | LNFT | 0.10 | 72.80 | 0.60 | 436.80 | 1.50 | 1,092.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
0.868 | MILE | 200.00 | 173.60 | 1,000.00 | 868.00 | 1,500.00 | 1,302.00 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
0.868 | MILE | 10.00 | 8.68 | 100.00 | 86.80 | 270.00 | 234.36 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 3.866 | MILE | 15.00 | 57.99 | 100.00 | 386.60 | 1.00 | 3.86 | ||
| 713-06-A | temporary pavement legends and symbols (arrow) | 12 | EACH | 5.00 | 60.00 | 25.00 | 300.00 | 100.00 | 1,200.00 | ||
| 713-06-C | temporary pavement legends and symbols (only) | 12 | EACH | 5.00 | 60.00 | 25.00 | 300.00 | 75.00 | 900.00 | ||
| 713-07 | temporary reflectorized raised pavement markers | 1,954 | EACH | 0.50 | 977.00 | 0.75 | 1,465.50 | 1.00 | 1,954.00 | ||
| 724-01-B | pavement patching (12" minimum thickness) | 100 | SQYD | 60.00 | 6,000.00 | 100.00 | 10,000.00 | 60.00 | 6,000.00 | ||
| 726-01 | bedding material | 38.0 | CUYD | 50.00 | 1,900.00 | 60.00 | 2,280.00 | 60.00 | 2,280.00 | ||
| 727-01 | mobilization | lump | LUMP | 70,000.00 | 70,000.00 | 75,000.00 | 75,000.00 | 85,000.00 | 85,000.00 | ||
| 729-01-A | sign (type a)(r10-12)(24" x 30") "lt. turn yield on green" |
10.0 | SQFT | 35.00 | 350.00 | 30.00 | 300.00 | 40.00 | 400.00 | ||
| 729-01-B | sign (type a)(r3-1)(12" x 24") "no right turn" | 4.0 | SQFT | 35.00 | 140.00 | 30.00 | 120.00 | 40.00 | 160.00 | ||
| 729-01-C | sign (type a)(r1-2)(36" x 36") "yield" | 6.0 | SQFT | 35.00 | 210.00 | 30.00 | 180.00 | 40.00 | 240.00 | ||
| 729-01-D | sign (type a)(r5-1)(36" x 36") "do not enter" | 9.0 | SQFT | 35.00 | 315.00 | 30.00 | 270.00 | 40.00 | 360.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,310 | EACH | 5.00 | 6,550.00 | 6.00 | 7,860.00 | 6.00 | 7,860.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 1,206 | LNFT | 0.75 | 904.50 | 1.00 | 1,206.00 | 0.80 | 964.80 | ||
| 732-01-E | plastic pavement striping (24" width) | 364 | LNFT | 2.50 | 910.00 | 3.00 | 1,092.00 | 3.00 | 1,092.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 2.122 | MILE | 2,000.00 | 4,244.00 | 2,000.00 | 4,244.00 | 2,200.00 | 4,668.40 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.387 | MILE | 900.00 | 348.30 | 1,000.00 | 387.00 | 1,000.00 | 387.00 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 6 | EACH | 150.00 | 900.00 | 150.00 | 900.00 | 150.00 | 900.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 6 | EACH | 150.00 | 900.00 | 150.00 | 900.00 | 160.00 | 960.00 | ||
| 735-01 | mailboxes | 15 | EACH | 1.00 | 15.00 | 1.00 | 15.00 | 1.00 | 15.00 | ||
| 735-02 | mailbox supports (single) | 15 | EACH | 110.00 | 1,650.00 | 125.00 | 1,875.00 | 100.00 | 1,500.00 | ||
| 736-01 | trenching and backfilling | 380 | LNFT | 3.50 | 1,330.00 | 3.00 | 1,140.00 | 3.00 | 1,140.00 | ||
| 736-04 | signal support (30' steel strain pole) | 4 | EACH | 6,500.00 | 26,000.00 | 6,000.00 | 24,000.00 | 6,000.00 | 24,000.00 | ||
| 736-05-A | signal heads (3-section, r,y,g)(l.e.d.) | 8 | EACH | 1,100.00 | 8,800.00 | 1,000.00 | 8,000.00 | 1,000.00 | 8,000.00 | ||
| 736-05-B | signal heads (5-section, r,y,lt. y,lt. g,g)(l.e.d.) | 2 | EACH | 1,600.00 | 3,200.00 | 1,500.00 | 3,000.00 | 1,500.00 | 3,000.00 | ||
| 736-06 | signal service (pole mounted) | 1 | EACH | 1,200.00 | 1,200.00 | 1,100.00 | 1,100.00 | 1,200.00 | 1,200.00 | ||
| 736-08 | signal controller (nema 8-phase,ts-2,type 2; type 6 base mounted cabinet) |
1 | EACH | 16,000.00 | 16,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | ||
| 736-09 | loop detector (sawcut, loop wire, sealant) | 955 | LNFT | 11.00 | 10,505.00 | 10.00 | 9,550.00 | 10.00 | 9,550.00 | ||
| 736-10-A | underground junction box (type "e") | 7 | EACH | 450.00 | 3,150.00 | 400.00 | 2,800.00 | 400.00 | 2,800.00 | ||
| 736-10-B | underground junction box (type "h") | 1 | EACH | 1,300.00 | 1,300.00 | 1,500.00 | 1,500.00 | 1,200.00 | 1,200.00 | ||
| 736-11-A | conduit (1/2" pec, schedule 80) | 125 | LNFT | 3.50 | 437.50 | 3.00 | 375.00 | 3.00 | 375.00 | ||
| 736-11-B | conduit (1" pec, schedule 80) | 305 | LNFT | 3.50 | 1,067.50 | 4.00 | 1,220.00 | 3.25 | 991.25 | ||
| 736-11-C | conduit (2" pec, schedule 80) | 50 | LNFT | 4.50 | 225.00 | 5.00 | 250.00 | 5.00 | 250.00 | ||
| 736-11-D | conduit (3" pec, schedule 80) | 20 | LNFT | 7.00 | 140.00 | 7.00 | 140.00 | 8.00 | 160.00 | ||
| 736-12-A | conductor, 2c (loop lead-in/#16 awg) | 1,110 | LNFT | 2.00 | 2,220.00 | 1.00 | 1,110.00 | 1.25 | 1,387.50 | ||
| 736-12-B | conductor, 3c (power, 6 gauge/#6 awg) | 310 | LNFT | 5.00 | 1,550.00 | 6.00 | 1,860.00 | 5.00 | 1,550.00 | ||
| 736-12-C | conductor, 6c (signal /#14 awg) | 45 | LNFT | 2.00 | 90.00 | 2.00 | 90.00 | 1.50 | 67.50 | ||
| 736-12-D | conductor, 10c (signal /#14 awg) | 730 | LNFT | 2.00 | 1,460.00 | 2.00 | 1,460.00 | 1.70 | 1,241.00 | ||
| 739-01 | hydro-seeding | 3.50 | ACRE | 900.00 | 3,150.00 | 1,000.00 | 3,500.00 | 1,500.00 | 5,250.00 | ||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 | ||
| CONTRACTOR TOTAL | 738,948.91 | 824,477.90 | 911,650.37 | ||||||||