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| DBE GOAL FED | |||
| Lead Project: 063-04-0034 | |||
| Parish: JEFFERSON | |||
| Routes: LA 18 | |||
| Description: LA 18 WIDENING (RIVER ROAD TO HIGHWAY 90) | |||
| Type Const:
grading, lime treatment, class ii base course, drainage structures, superpave asphaltic concrete pavement, and related work. | |||
| Estimated Construction Cost: $6,295,704.00 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $4,913,222.95 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE 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 | 75,000.00 | 75,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 90,000.00 | 90,000.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 1,244 | SQYD | 13.00 | 16,172.00 | ||||||
| 202-02-F | removal of concrete combination curb & gutter | 367.0 | LNFT | 11.00 | 4,037.00 | ||||||
| 202-02-G | removal of surfacing and stabilized base | 23,122 | SQYD | 6.20 | 143,356.40 | ||||||
| 202-02-I | removal of ashpaltic concrete drives (variable thickness) |
733 | SQYD | 10.00 | 7,330.00 | ||||||
| 203-01 | general excavation | 17,918 | CUYD | 10.60 | 189,930.80 | ||||||
| 203-02 | drainage excavation | 1,940 | CUYD | 17.50 | 33,950.00 | ||||||
| 203-03 | embankment | 7,278 | CUYD | 26.00 | 189,228.00 | ||||||
| 203-04 | nonplastic embankment | 2,976 | CUYD | 22.00 | 65,472.00 | ||||||
| 204-02 | temporary hay or straw bales | 300 | EACH | 11.60 | 3,480.00 | ||||||
| 204-06 | temporary silt fencing | 13,362 | LNFT | 1.50 | 20,043.00 | ||||||
| 302-02-C-01 | class ii base course (8" thick)(crushed stone or recycled pccp) |
41,990.1 | SQYD | 18.00 | 755,821.80 | ||||||
| 304-05 | lime treatment (type e) | 300.00 | TON | 385.00 | 115,500.00 | ||||||
| 401-01 | aggregate surface course (net section) | 535.1 | CUYD | 80.00 | 42,808.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 100.00 | 10,000.00 | ||||||
| 502-01 | superpave asphaltic concrete | 20,454.8 | TON | 81.00 | 1,656,838.80 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
175.6 | TON | 150.00 | 26,340.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 489 | SQYD | 10.00 | 4,890.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 27 | CUYD | 1.00 | - 27.00 | ||||||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 19 | LNFT | 160.00 | 3,040.00 | ||||||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 275 | LNFT | 80.00 | 22,000.00 | ||||||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 401 | LNFT | 150.00 | 60,150.00 | ||||||
| 701-03-M | storm drain pipe (36" rcp/pcp) | 17 | LNFT | 375.00 | 6,375.00 | ||||||
| 701-03-O | storm drain pipe (48" rcp) | 13 | LNFT | 575.00 | 7,475.00 | ||||||
| 701-04-F | storm drain pipe arch (36" equiv. rcpa) | 301 | LNFT | 185.00 | 55,685.00 | ||||||
| 701-04-G | storm drain pipe arch (42" equiv. rcpa) | 320 | LNFT | 210.00 | 67,200.00 | ||||||
| 701-04-I | storm drain pipe arch (54" equiv. rcpa) | 24 | LNFT | 420.00 | 10,080.00 | ||||||
| 701-04-L | storm drain pipe arch (72" equiv. rcpa) | 18 | LNFT | 700.00 | 12,600.00 | ||||||
| 701-05-G-01 | side drain pipe (18" rcp) | 292 | LNFT | 75.00 | 21,900.00 | ||||||
| 701-05-I-01 | side drain pipe (24" rcp) | 50 | LNFT | 160.00 | 8,000.00 | ||||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 119 | LNFT | 90.00 | 10,710.00 | ||||||
| 701-13-I | corrugated metal pipe arch (extension)(54" equiv.) | 73 | LNFT | 270.00 | 19,710.00 | ||||||
| 701-15 | concrete collar | 4 | EACH | 600.00 | 2,400.00 | ||||||
| 702-02-A | manholes (mh-06) | 1 | EACH | 9,000.00 | 9,000.00 | ||||||
| 702-02-B | manholes (r-cb-11) | 4 | EACH | 4,500.00 | 18,000.00 | ||||||
| 702-03-A | catch basins (cb-01) | 7 | EACH | 4,000.00 | 28,000.00 | ||||||
| 702-03-B | catch basins (cb-02) | 6 | EACH | 5,000.00 | 30,000.00 | ||||||
| 704-03 | blocked out guard rail | 37.5 | LNFT | 30.00 | 1,125.00 | ||||||
| 704-06 | guard rail anchor sections (trailing end) | 6.3 | LNFT | 90.00 | 567.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 1 | EACH | 3,200.00 | 3,200.00 | ||||||
| 706-02-D | concrete drive (8" thick) | 911.1 | SQYD | 80.00 | 72,888.00 | ||||||
| 707-03 | combination concrete curb & gutter | 787.0 | LNFT | 43.00 | 33,841.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 432,000.00 | 432,000.00 | ||||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 5.644 | MILE | 350.00 | 1,975.40 | ||||||
| 713-04-A-01 | temporary pvmt. markings (solid line)(4" w)(type i removable) |
6.250 | MILE | 7,000.00 | 43,750.00 | ||||||
| 717-01 | seeding | 157 | LB | 8.00 | 1,256.00 | ||||||
| 718-01 | fertilizer | 5,233 | LB | 0.85 | 4,448.05 | ||||||
| 725-01 | temporary detour roads | 942.2 | SQYD | 145.00 | 136,619.00 | ||||||
| 726-01 | bedding material | 421.6 | CUYD | 126.00 | 53,121.60 | ||||||
| 727-01 | mobilization | lump | LUMP | 158,000.00 | 158,000.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 2,608 | EACH | 6.00 | 15,648.00 | ||||||
| 732-01-A | plastic pavement striping (4" width) | 21,907 | LNFT | 0.50 | 10,953.50 | ||||||
| 732-01-C | plastic pavement striping (8" width) | 486 | LNFT | 1.10 | 534.60 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 2,244 | LNFT | 4.50 | 10,098.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.260 | MILE | 900.00 | 2,034.00 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 7 | EACH | 240.00 | 1,680.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 7 | EACH | 240.00 | 1,680.00 | ||||||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 4 | EACH | 450.00 | 1,800.00 | ||||||
| 732-05 | removal of existing markings | 1.265 | MILE | 6,000.00 | 7,590.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 44,000.00 | 44,000.00 | ||||||
| S-001 | warning signal | 1 | EACH | 4,300.00 | 4,300.00 | ||||||
| S-002 | temporary drain | 1 | EACH | 4,500.00 | 4,500.00 | ||||||
| S-003 | sawcutting | 38,530 | INFT | 0.60 | 23,118.00 | ||||||
| CONTRACTOR TOTAL | 4,913,222.95 | ||||||||||