| |||
| DBE GOAL FED | |||
| Lead Project: 018-04-0046 | |||
| Parish: ST TAMMANY | |||
| Routes: US 11, I-12 | |||
| Description: INTERCHANGE IMPROVEMENTS US HIGHWAY 11 AND RAMP IMPROVEMENTS | |||
| Type Const:
us highway 11 and ramp improvementsainage structures, superpave acp, cold planing, traffic signalization, and related work. | |||
| Estimated Construction Cost: $5,524,396.75 | |||
| Maximum Number of Days Allowed for Construction: 235 | |||
| Calculated Daily User Cost: $3,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $5,099,518.70 | 230 | $5,789,518.70 |
| 2 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $5,470,733.05 | 225 | $6,145,733.05 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC. |
- 2 - BOH BROS. 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 | 22,000.00 | 22,000.00 | 1,000.00 | 1,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 | ||||
| 202-02-C | removal of portland cement concrete pavement | 2,062 | SQYD | 15.00 | 30,930.00 | 5.00 | 10,310.00 | ||||
| 202-02-D | removal of concrete walks & drives | 738 | SQYD | 15.00 | 11,070.00 | 5.00 | 3,690.00 | ||||
| 202-02-E | removal of concrete curbs | 5,479.0 | LNFT | 7.00 | 38,353.00 | 8.00 | 43,832.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 11,473.2 | SQYD | 7.00 | 80,312.40 | 5.00 | 57,366.00 | ||||
| 202-02-I | removal of existing sign faces | 101 | EACH | 80.00 | 8,080.00 | 80.00 | 8,080.00 | ||||
| 202-02-J | removal of existing sign supports | 48 | EACH | 200.00 | 9,600.00 | 180.00 | 8,640.00 | ||||
| 202-02-01 | removal of traffic signal (at us 11 and ramps a & b) | 1 | EACH | 3,000.00 | 3,000.00 | 2,700.00 | 2,700.00 | ||||
| 202-02-02 | removal of traffic signal (at us 11 and ramps c & d) | 1 | EACH | 3,000.00 | 3,000.00 | 2,700.00 | 2,700.00 | ||||
| 202-02-03 | removal of traffic signal (at us 11 & brown's vil. rd.) | 1 | EACH | 3,000.00 | 3,000.00 | 2,700.00 | 2,700.00 | ||||
| 202-02-04 | removal of plastic pipe (3" pvc) | 19.0 | LNFT | 8.00 | 152.00 | 3.00 | 57.00 | ||||
| 202-02-05 | removal of concrete pipe (15" rcp) | 74.0 | LNFT | 8.00 | 592.00 | 15.00 | 1,110.00 | ||||
| 202-02-06 | removal of concrete pipe (18" rcp) | 75.0 | LNFT | 8.00 | 600.00 | 18.00 | 1,350.00 | ||||
| 202-02-07 | removal of concrete pipe (24" rcp) | 503.0 | LNFT | 8.00 | 4,024.00 | 21.00 | 10,563.00 | ||||
| 202-02-09 | removal of catch basin | 6 | EACH | 300.00 | 1,800.00 | 300.00 | 1,800.00 | ||||
| 202-02-10 | removal of slope paving | 113 | SQYD | 40.00 | 4,520.00 | 5.00 | 565.00 | ||||
| 202-03-A | removal of vertical clearance bar standard | 1 | EACH | 1,000.00 | 1,000.00 | 1,500.00 | 1,500.00 | ||||
| 203-01 | general excavation | 13,041 | CUYD | 9.00 | 117,369.00 | 8.00 | 104,328.00 | ||||
| 203-03 | embankment | 8,711 | CUYD | 20.00 | 174,220.00 | 15.00 | 130,665.00 | ||||
| 204-02 | temporary hay or straw bales | 100 | EACH | 13.00 | 1,300.00 | 13.00 | 1,300.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 300 | EACH | 100.00 | 30,000.00 | 100.00 | 30,000.00 | ||||
| 204-06 | temporary silt fencing | 10,200 | LNFT | 2.50 | 25,500.00 | 1.50 | 15,300.00 | ||||
| 302-02-B | class ii base course (6" thick) | 12,361.2 | SQYD | 15.00 | 185,418.00 | 17.00 | 210,140.40 | ||||
| 302-02-D | class ii base course (8 1/2" thick) | 20,866.0 | SQYD | 19.00 | 396,454.00 | 25.00 | 521,650.00 | ||||
| 304-05 | lime treatment (type e) | 209.51 | TON | 50.00 | 10,475.50 | 10.00 | 2,095.10 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 90.00 | 9,000.00 | 60.00 | 6,000.00 | ||||
| 502-01 | superpave asphaltic concrete, wearing level 1f | 16,022.4 | TON | 80.00 | 1,281,792.00 | 90.00 | 1,442,016.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
38.5 | TON | 280.00 | 10,780.00 | 300.00 | 11,550.00 | ||||
| 509-01 | cold planing asphaltic pavement | 34,428 | SQYD | 1.40 | 48,199.20 | 2.00 | 68,856.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 41 | CUYD | 0.10 | - 4.10 | 5.00 | - 205.00 | ||||
| 701-01-F | cross drain pipe (15" rcp) | 929 | LNFT | 95.00 | 88,255.00 | 150.00 | 139,350.00 | ||||
| 701-05-I | side drain pipe (24") | 395 | LNFT | 80.00 | 31,600.00 | 105.00 | 41,475.00 | ||||
| 701-06-D | side drain pipe arch (24" equiv.) | 475 | LNFT | 80.00 | 38,000.00 | 110.00 | 52,250.00 | ||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 214 | LNFT | 85.00 | 18,190.00 | 120.00 | 25,680.00 | ||||
| 701-10-K | reinforced concrete pipe (extension)(30") | 27 | LNFT | 100.00 | 2,700.00 | 130.00 | 3,510.00 | ||||
| 701-15 | concrete collar | 15 | EACH | 600.00 | 9,000.00 | 900.00 | 13,500.00 | ||||
| 702-03-A | catch basins (cb-01) | 5 | EACH | 1,800.00 | 9,000.00 | 2,500.00 | 12,500.00 | ||||
| 702-03-C | catch basins (cb-06) | 7 | EACH | 2,700.00 | 18,900.00 | 5,000.00 | 35,000.00 | ||||
| 702-05-A | cross drain end treatment (1 barrel, 24" rcp) | 3 | EACH | 1,800.00 | 5,400.00 | 2,000.00 | 6,000.00 | ||||
| 702-05-B | cross drain end treatment (1 barrel, 30" rcp) | 1 | EACH | 1,900.00 | 1,900.00 | 2,000.00 | 2,000.00 | ||||
| 702-05-C | cross drain end treatment (2 barrel, 24" rcp) | 2 | EACH | 1,900.00 | 3,800.00 | 3,300.00 | 6,600.00 | ||||
| 702-05-D | cross drain end treatment (3 barrel, 24" rcp) | 1 | EACH | 2,000.00 | 2,000.00 | 4,700.00 | 4,700.00 | ||||
| 702-07-A | cross drain safety end (type 1) | 4 | EACH | 1,800.00 | 7,200.00 | 2,000.00 | 8,000.00 | ||||
| 702-08-A | side drain safety end (type 1) | 2 | EACH | 1,800.00 | 3,600.00 | 2,000.00 | 4,000.00 | ||||
| 702-08-B | side drain safety end (type 2) | 1 | EACH | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 | ||||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 350.0 | LNFT | 50.00 | 17,500.00 | 45.00 | 15,750.00 | ||||
| 704-03 | blocked out guard rail | 300.0 | LNFT | 20.00 | 6,000.00 | 18.00 | 5,400.00 | ||||
| 704-06-A | guard rail anchor sections (trailing end)) | 31.3 | LNFT | 90.00 | 2,817.00 | 82.00 | 2,566.60 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 25.0 | LNFT | 60.00 | 1,500.00 | 55.00 | 1,375.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,200.00 | 8,800.00 | 2,000.00 | 8,000.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 2 | EACH | 2,600.00 | 5,200.00 | 2,300.00 | 4,600.00 | ||||
| 706-02-C | concrete drive (6" thick) | 654.4 | SQYD | 35.00 | 22,904.00 | 66.00 | 43,190.40 | ||||
| 706-03-A | incidental concrete paving (4" thick) | 4,228.0 | SQYD | 28.00 | 118,384.00 | 55.00 | 232,540.00 | ||||
| 707-01-A | combination concrete curb and gutter (mountable type) | 9,385.0 | LNFT | 15.00 | 140,775.00 | 27.00 | 253,395.00 | ||||
| 708-01 | right-of-way monument | 2 | EACH | 500.00 | 1,000.00 | 1,800.00 | 3,600.00 | ||||
| 710-01 | flowable fill | 7 | CUYD | 230.00 | 1,610.00 | 300.00 | 2,100.00 | ||||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 150 | SQYD | 72.00 | 10,800.00 | 60.00 | 9,000.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 200,000.00 | 200,000.00 | 155,000.00 | 155,000.00 | ||||
| 713-02-A | temporary pavement markings (4" width) | 26,411 | LNFT | 0.10 | 2,641.10 | 0.10 | 2,641.10 | ||||
| 713-02-C | temporary pavement markings (8" width) | 37,253 | LNFT | 0.20 | 7,450.60 | 0.20 | 7,450.60 | ||||
| 713-02-E | temporary pavement markings (24" width) | 415 | LNFT | 0.50 | 207.50 | 0.45 | 186.75 | ||||
| 715-01 | topsoil | 5,009 | CUYD | 11.00 | 55,099.00 | 15.00 | 75,135.00 | ||||
| 716-01-A | mulch (vegetative) | 18.6 | TON | 600.00 | 11,160.00 | 550.00 | 10,230.00 | ||||
| 717-01 | seeding | 560 | LB | 8.00 | 4,480.00 | 8.00 | 4,480.00 | ||||
| 718-01 | fertilizer | 9,310 | LB | 0.45 | 4,189.50 | 0.50 | 4,655.00 | ||||
| 718-02 | agricultural lime | 18.6 | TON | 110.00 | 2,046.00 | 100.00 | 1,860.00 | ||||
| 726-01 | bedding material | 298.0 | CUYD | 86.00 | 25,628.00 | 1.00 | 298.00 | ||||
| 727-01 | mobilization | lump | LUMP | 500,000.00 | 500,000.00 | 540,000.00 | 540,000.00 | ||||
| 729-01 | sign (type a) | 485.8 | SQFT | 20.00 | 9,716.00 | 18.00 | 8,744.40 | ||||
| 729-02 | sign (type b) | 206.0 | SQFT | 28.00 | 5,768.00 | 25.00 | 5,150.00 | ||||
| 729-04 | sign (type d) | 405.5 | SQFT | 30.00 | 12,165.00 | 26.00 | 10,543.00 | ||||
| 729-08-B | mounting (3 1/2" post) | 37 | EACH | 1,000.00 | 37,000.00 | 850.00 | 31,450.00 | ||||
| 729-08-F | mounting (w6 x 12) | 16 | EACH | 1,000.00 | 16,000.00 | 850.00 | 13,600.00 | ||||
| 729-09 | mounting (overhead truss)(ground mounted) | 2 | EACH | 90,000.00 | 180,000.00 | 83,000.00 | 166,000.00 | ||||
| 729-13 | mounting (bridge fascia mounted) | 2 | EACH | 6,500.00 | 13,000.00 | 6,000.00 | 12,000.00 | ||||
| 729-20-A | footing for overhead mounting | 4 | EACH | 22,000.00 | 88,000.00 | 21,000.00 | 84,000.00 | ||||
| 729-21 | u-channel post | 1 | EACH | 120.00 | 120.00 | 120.00 | 120.00 | ||||
| 731-02 | reflectorized raised pavement markers | 3,290 | EACH | 6.00 | 19,740.00 | 5.50 | 18,095.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 5.400 | MILE | 2,800.00 | 15,120.00 | 2,500.00 | 13,500.00 | ||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 1.621 | MILE | 6,000.00 | 9,726.00 | 5,300.00 | 8,591.30 | ||||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.278 | MILE | 20,000.00 | 5,560.00 | 18,000.00 | 5,004.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.594 | MILE | 1,000.00 | 1,594.00 | 850.00 | 1,354.90 | ||||
| 732-03-C | plastic pavement striping (broken line)(8" width) | 0.830 | MILE | 2,000.00 | 1,660.00 | 1,700.00 | 1,411.00 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 39 | EACH | 230.00 | 8,970.00 | 210.00 | 8,190.00 | ||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 2 | EACH | 280.00 | 560.00 | 250.00 | 500.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 39 | EACH | 240.00 | 9,360.00 | 220.00 | 8,580.00 | ||||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 3 | EACH | 510.00 | 1,530.00 | 450.00 | 1,350.00 | ||||
| 736-01 | trenching and backfilling | 4,451 | LNFT | 6.00 | 26,706.00 | 5.50 | 24,480.50 | ||||
| 736-03-D | jacked or bored conduit (3' p.e.c.) | 1,770 | LNFT | 22.00 | 38,940.00 | 20.00 | 35,400.00 | ||||
| 736-04-01 | signal support (35' single mast arm) | 2 | EACH | 9,500.00 | 19,000.00 | 8,700.00 | 17,400.00 | ||||
| 736-04-02 | signal support (45' single mast arm) | 3 | EACH | 10,500.00 | 31,500.00 | 9,700.00 | 29,100.00 | ||||
| 736-04-03 | signal support (55' single mast arm) | 1 | EACH | 12,000.00 | 12,000.00 | 11,000.00 | 11,000.00 | ||||
| 736-04-04 | signal support (30'x 45' dual mast arm) | 1 | EACH | 13,500.00 | 13,500.00 | 12,500.00 | 12,500.00 | ||||
| 736-04-05 | signal support (55'x 55' dual mast arm) | 1 | EACH | 17,000.00 | 17,000.00 | 15,500.00 | 15,500.00 | ||||
| 736-05-B | signal head (3-section r,y,g) (12" led lenses) | 14 | EACH | 1,000.00 | 14,000.00 | 900.00 | 12,600.00 | ||||
| 736-05-C | signal head (3-section r,lt.y,lt.g) (12" led lenses) | 11 | EACH | 900.00 | 9,900.00 | 850.00 | 9,350.00 | ||||
| 736-05-D | signal head (4-section r,y,g,lt.g) (12" led lenses) | 1 | EACH | 1,350.00 | 1,350.00 | 1,250.00 | 1,250.00 | ||||
| 736-05-E | signal head (5-section r,lt.y,y,lt.g,g) (12" led lenses) |
1 | EACH | 400.00 | 400.00 | 375.00 | 375.00 | ||||
| 736-06-B | signal service (pedestal mount) | 3 | EACH | 1,400.00 | 4,200.00 | 1,300.00 | 3,900.00 | ||||
| 736-08-A | signal controller (nema ts-2, type 6 base mounted cabinet) |
3 | EACH | 27,000.00 | 81,000.00 | 25,000.00 | 75,000.00 | ||||
| 736-09 | loop detector | 456 | LNFT | 11.00 | 5,016.00 | 11.00 | 5,016.00 | ||||
| 736-10-B | underground junction box (type "e") | 11 | EACH | 400.00 | 4,400.00 | 370.00 | 4,070.00 | ||||
| 736-10-C | underground junction box (type "f") | 11 | EACH | 420.00 | 4,620.00 | 400.00 | 4,400.00 | ||||
| 736-10-D | underground junction box (type "h") | 3 | EACH | 900.00 | 2,700.00 | 850.00 | 2,550.00 | ||||
| 736-10-E | underground junction box (type "j") | 10 | EACH | 1,200.00 | 12,000.00 | 1,200.00 | 12,000.00 | ||||
| 736-11-A | conduit (1/2" p.e.c.) | 36 | EACH | 9.00 | 324.00 | 8.50 | 306.00 | ||||
| 736-11-B | conduit (1" p.e.c.) | 1,165 | EACH | 5.00 | 5,825.00 | 5.00 | 5,825.00 | ||||
| 736-11-C | conduit (2" p.e.c.) | 2,376 | EACH | 5.50 | 13,068.00 | 5.25 | 12,474.00 | ||||
| 736-11-D | conduit (3" p.e.c.) | 265 | EACH | 9.00 | 2,385.00 | 8.50 | 2,252.50 | ||||
| 736-12-A | conductor, 2c (loop lead-in, #14 awg stranded and shielded) |
2,340 | LNFT | 2.00 | 4,680.00 | 1.60 | 3,744.00 | ||||
| 736-12-C | conductor, 3c (power, #6 awg) | 210 | LNFT | 6.00 | 1,260.00 | 5.25 | 1,102.50 | ||||
| 736-12-E | conductor, 10c (signal, #4 awg stranded) | 4,195 | LNFT | 2.00 | 8,390.00 | 2.00 | 8,390.00 | ||||
| 736-12-F | fiber optic cable, 36 single mode | 3,106 | LNFT | 2.00 | 6,212.00 | 2.00 | 6,212.00 | ||||
| 740-01 | construction layout | lump | LUMP | 220,000.00 | 220,000.00 | 45,000.00 | 45,000.00 | ||||
| S-001 | dynamic message sign unit | 4 | EACH | 15,000.00 | 60,000.00 | 15,000.00 | 60,000.00 | ||||
| S-002 | flexible post traffic delineators | 41 | EACH | 80.00 | 3,280.00 | 75.00 | 3,075.00 | ||||
| S-003 | video detector (mvp) device | 8 | EACH | 7,000.00 | 56,000.00 | 6,500.00 | 52,000.00 | ||||
| S-004 | video detection (mvp) system | 3 | EACH | 4,500.00 | 13,500.00 | 4,200.00 | 12,600.00 | ||||
| S-005 | pier protection system | 1 | EACH | 60,000.00 | 60,000.00 | 140,000.00 | 140,000.00 | ||||
| ITEM TOTAL (CONSTRUCTION BID) | 5,099,518.70 | 5,470,733.05 | |||||||||
| NUMBER OF DAYS BID AT $3,000 PER DAY. | 690,000.00 | 675,000.00 | |||||||||
| TOTAL BID | 5,789,518.70 | 6,145,733.05 | |||||||||