| |||
| DBE GOAL FED | |||
| Lead Project: 281-03-0022 | |||
| Parish: ST TAMMANY | |||
| Routes: LA 59, I-12 | |||
| Description: LA 59 AT I-12 INTERCHANGE IMPROVEMENTS | |||
| Type Const:
grading, drainage structures, cold planing asph. conc.pvmt., class ii base course, superpave asphaltic conc. pvmt. portland cement conc. pavement, lime trmt. and related work. | |||
| Estimated Construction Cost: $5,410,652.65 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $2,945,457.98 |
| 2 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $3,267,989.90 |
| 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 | 20,000.00 | 20,000.00 | 2,000.00 | 2,000.00 | ||||
| 202-02 | removal of existing signal equipment & related items | 1 | EACH | 3,000.00 | 3,000.00 | 2,700.00 | 2,700.00 | ||||
| 202-02-D | removal of concrete walks & drives | 1,322 | SQYD | 12.00 | 15,864.00 | 14.00 | 18,508.00 | ||||
| 202-02-E | removal of concrete curbs | 2,845.0 | LNFT | 10.00 | 28,450.00 | 8.00 | 22,760.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 12,404.2 | SQYD | 3.00 | 37,212.60 | 9.00 | 111,637.80 | ||||
| 202-02-I | removal of headwalls | 9 | EACH | 1,800.00 | 16,200.00 | 500.00 | 4,500.00 | ||||
| 202-02-J | removal of asphalt islands | 690.0 | SQYD | 9.00 | 6,210.00 | 14.00 | 9,660.00 | ||||
| 202-03-A | relocation of signs | 12 | EACH | 3,000.00 | 36,000.00 | 2,700.00 | 32,400.00 | ||||
| 203-01 | general excavation | 7,976 | CUYD | 7.00 | 55,832.00 | 15.00 | 119,640.00 | ||||
| 203-03 | embankment | 3,033 | CUYD | 22.00 | 66,726.00 | 25.00 | 75,825.00 | ||||
| 204-02 | temporary hay or straw bales | 56 | EACH | 14.00 | 784.00 | 12.00 | 672.00 | ||||
| 204-06 | temporary silt fencing | 2,185 | LNFT | 1.50 | 3,277.50 | 1.50 | 3,277.50 | ||||
| 302-02-C | class ii base course (8" thick) | 823.7 | SQYD | 30.00 | 24,711.00 | 25.00 | 20,592.50 | ||||
| 304-01 | lime | 31.10 | TON | 175.00 | 5,442.50 | 100.00 | 3,110.00 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 2,300 | SQYD | 3.50 | 8,050.00 | 3.50 | 8,050.00 | ||||
| 502-01 | superpave asphaltic concrete | 19,758.6 | TON | 70.00 | 1,383,102.00 | 85.00 | 1,679,481.00 | ||||
| 509-01 | cold planing asphaltic pavement | 16,978 | SQYD | 2.00 | 33,956.00 | 3.00 | 50,934.00 | ||||
| 510-01-A | pavement patching (6" minimum thickness) | 200 | SQYD | 50.00 | 10,000.00 | 75.00 | 15,000.00 | ||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 32 | LNFT | 100.00 | 3,200.00 | 80.00 | 2,560.00 | ||||
| 701-01-K | cross drain pipe (30" rcp/pcp) | 50 | LNFT | 125.00 | 6,250.00 | 100.00 | 5,000.00 | ||||
| 701-01-N | cross drain pipe (42" rcp/pcp) | 78 | LNFT | 175.00 | 13,650.00 | 120.00 | 9,360.00 | ||||
| 701-05-K | side drain pipe (30") | 120 | LNFT | 125.00 | 15,000.00 | 100.00 | 12,000.00 | ||||
| 701-15 | concrete collar | 15 | EACH | 2,000.00 | 30,000.00 | 600.00 | 9,000.00 | ||||
| 702-07-B | cross drain safety end (type 2) | 13 | EACH | 2,500.00 | 32,500.00 | 4,250.00 | 55,250.00 | ||||
| 702-08-B | side drain safety end (type 2) | 2 | EACH | 4,000.00 | 8,000.00 | 3,250.00 | 6,500.00 | ||||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 354.0 | LNFT | 55.00 | 19,470.00 | 47.00 | 16,638.00 | ||||
| 704-03 | blocked out guard rail | 50.0 | LNFT | 21.00 | 1,050.00 | 21.00 | 1,050.00 | ||||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
12.5 | LNFT | 100.00 | 1,250.00 | 120.00 | 1,500.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 2 | EACH | 2,000.00 | 4,000.00 | 2,300.00 | 4,600.00 | ||||
| 706-02-C | concrete drive (6" thick) | 512.7 | SQYD | 60.00 | 30,762.00 | 60.00 | 30,762.00 | ||||
| 706-02-D | concrete drive (8" thick) | 823.7 | SQYD | 70.00 | 57,659.00 | 65.00 | 53,540.50 | ||||
| 706-03-A | incidental concrete paving (4" thick) | 1,166.9 | SQYD | 40.00 | 46,676.00 | 45.00 | 52,510.50 | ||||
| 707-01 | concrete curb | 2,962.4 | LNFT | 16.20 | 47,990.88 | 10.00 | 29,624.00 | ||||
| 707-01-A | concrete divider | 307.5 | LNFT | 20.00 | 6,150.00 | 45.00 | 13,837.50 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 125,000.00 | 125,000.00 | 50,000.00 | 50,000.00 | ||||
| 713-02-A | temporary pavement markings (4" width) | 7,925 | LNFT | 0.25 | 1,981.25 | 0.10 | 792.50 | ||||
| 716-01-A | mulch (vegetative) | 5.4 | TON | 650.00 | 3,510.00 | 600.00 | 3,240.00 | ||||
| 717-01 | seeding | 164 | LB | 9.25 | 1,517.00 | 9.00 | 1,476.00 | ||||
| 718-01 | fertilizer | 5,400 | LB | 0.50 | 2,700.00 | 0.45 | 2,430.00 | ||||
| 726-01 | bedding material | 32.0 | CUYD | 150.00 | 4,800.00 | 75.00 | 2,400.00 | ||||
| 727-01 | mobilization | lump | LUMP | 200,000.00 | 200,000.00 | 230,000.00 | 230,000.00 | ||||
| 729-01 | sign (type a) | 96.0 | SQFT | 45.00 | 4,320.00 | 38.00 | 3,648.00 | ||||
| 729-16-C | object marker assembly (type 3) | 38 | EACH | 80.00 | 3,040.00 | 80.00 | 3,040.00 | ||||
| 731-02 | reflectorized raised pavement markers | 521 | EACH | 6.00 | 3,126.00 | 5.50 | 2,865.50 | ||||
| 732-01-C | plastic pavement striping (8" width) | 4,010 | LNFT | 1.50 | 6,015.00 | 1.40 | 5,614.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 1,905 | LNFT | 4.00 | 7,620.00 | 4.50 | 8,572.50 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 2.842 | MILE | 3,000.00 | 8,526.00 | 2,500.00 | 7,105.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.345 | MILE | 900.00 | 1,210.50 | 830.00 | 1,116.35 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 77 | EACH | 225.00 | 17,325.00 | 210.00 | 16,170.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 45 | EACH | 225.00 | 10,125.00 | 240.00 | 10,800.00 | ||||
| 736-01 | trenching and backfilling | 2,823 | LNFT | 7.00 | 19,761.00 | 6.50 | 18,349.50 | ||||
| 736-03-A | jacked or bored conduit (1" p.e.c., schedule 80) | 534 | LNFT | 15.00 | 8,010.00 | 15.00 | 8,010.00 | ||||
| 736-03-B | jacked or bored conduit (2" p.e.c., schedule 80) | 225 | LNFT | 15.00 | 3,375.00 | 15.50 | 3,487.50 | ||||
| 736-03-C | jacked or bored conduit (3" p.e.c., schedule 80) | 623 | LNFT | 22.00 | 13,706.00 | 22.00 | 13,706.00 | ||||
| 736-04-A | signal support, 45' & 45' dual mast arm | 2 | EACH | 15,000.00 | 30,000.00 | 13,400.00 | 26,800.00 | ||||
| 736-04-B | signal support, 45' signal mast arm | 1 | EACH | 10,000.00 | 10,000.00 | 9,400.00 | 9,400.00 | ||||
| 736-04-C | signal support, 40' & 45' dual mast arm | 1 | EACH | 13,000.00 | 13,000.00 | 13,000.00 | 13,000.00 | ||||
| 736-04-D | signal support, 50' signal mast arm | 1 | EACH | 10,000.00 | 10,000.00 | 10,400.00 | 10,400.00 | ||||
| 736-04-E | signal support, 40' & 50' dual mast arm | 1 | EACH | 14,000.00 | 14,000.00 | 14,000.00 | 14,000.00 | ||||
| 736-05-A | signal head (3-section, r,y,g) l.e.d. | 16 | EACH | 800.00 | 12,800.00 | 850.00 | 13,600.00 | ||||
| 736-05-B | signal head (3-section, r,lt.y,lt.g) l.e.d. | 4 | EACH | 800.00 | 3,200.00 | 800.00 | 3,200.00 | ||||
| 736-05-C | signal head (4-section, r,y,lt.g,g) l.e.d. | 2 | EACH | 1,300.00 | 2,600.00 | 1,300.00 | 2,600.00 | ||||
| 736-05-D | signal head (5-section, r,y,lt.g,lt.y,g) l.e.d. | 5 | EACH | 1,300.00 | 6,500.00 | 1,300.00 | 6,500.00 | ||||
| 736-06 | signal service | 2 | EACH | 1,900.00 | 3,800.00 | 1,900.00 | 3,800.00 | ||||
| 736-08 | signal controller | 3 | EACH | 25,000.00 | 75,000.00 | 23,000.00 | 69,000.00 | ||||
| 736-09 | loop detector | 360 | LNFT | 10.00 | 3,600.00 | 10.00 | 3,600.00 | ||||
| 736-10-A | underground junction box (type f) | 27 | EACH | 400.00 | 10,800.00 | 400.00 | 10,800.00 | ||||
| 736-10-B | underground junction box (type h) | 3 | EACH | 900.00 | 2,700.00 | 800.00 | 2,400.00 | ||||
| 736-11-A | trenched conduit (1/2" p.e.c., schedule 80) | 85 | LNFT | 7.00 | 595.00 | 6.00 | 510.00 | ||||
| 736-11-B | trenched conduit (1" p.e.c., schedule 80) | 1,305 | LNFT | 5.00 | 6,525.00 | 4.00 | 5,220.00 | ||||
| 736-11-C | trenched conduit (2" p.e.c., schedule 80) | 1,200 | LNFT | 5.00 | 6,000.00 | 4.25 | 5,100.00 | ||||
| 736-11-D | trenched conduit (3" p.e.c., schedule 80) | 234 | LNFT | 8.00 | 1,872.00 | 7.00 | 1,638.00 | ||||
| 736-12-A | conductor, 2c (loop lead-in / #16 awg) | 2,415 | LNFT | 1.25 | 3,018.75 | 1.00 | 2,415.00 | ||||
| 736-12-B | conductor, 3c (power, 6 gauge / #6 awg) | 138 | LNFT | 5.00 | 690.00 | 4.25 | 586.50 | ||||
| 736-12-C | conductor, 6c (signal / #14 awg) | 1,100 | LNFT | 1.50 | 1,650.00 | 1.40 | 1,540.00 | ||||
| 736-12-D | conductor, 10c (signal / #14 awg) | 3,175 | LNFT | 2.00 | 6,350.00 | 1.80 | 5,715.00 | ||||
| 740-01 | construction layout | lump | LUMP | 30,000.00 | 30,000.00 | 15,000.00 | 15,000.00 | ||||
| S-001 | video detection device and connection | 10 | EACH | 6,300.00 | 63,000.00 | 6,300.00 | 63,000.00 | ||||
| S-002 | video detection camera system | 3 | EACH | 4,000.00 | 12,000.00 | 4,000.00 | 12,000.00 | ||||
| S-003 | dynamic message signs | 2 | EACH | 2,000.00 | 4,000.00 | 9,000.00 | 18,000.00 | ||||
| S-004 | median paddles (l104) with curb unit | 50 | EACH | 250.00 | 12,500.00 | 60.00 | 3,000.00 | ||||
| S-005 | sawcutting (asphalt) | 6,907 | LNFT | 6.00 | 41,442.00 | 5.50 | 37,988.50 | ||||
| S-006 | sawcutting (concrete) | 151 | LNFT | 12.00 | 1,812.00 | 10.00 | 1,510.00 | ||||
| S-201 | fiber optic trunk cable,36 fiber, single mode | 1,200 | LNFT | 2.00 | 2,400.00 | 1.80 | 2,160.00 | ||||
| S-202 | fiber optic drop cable, 12 fiber, single mode | 165 | LNFT | 6.00 | 990.00 | 5.75 | 948.75 | ||||
| S-203 | fiber optic splice closure | 3 | EACH | 425.00 | 1,275.00 | 400.00 | 1,200.00 | ||||
| S-204 | preterminated patch panel, 12f, sc duplex sm | 3 | EACH | 575.00 | 1,725.00 | 525.00 | 1,575.00 | ||||
| S-205 | fiber optic fusion splice | 5 | EACH | 1,200.00 | 6,000.00 | 1,000.00 | 5,000.00 | ||||
| S-206 | ethernet switch | 3 | EACH | 4,000.00 | 12,000.00 | 3,600.00 | 10,800.00 | ||||
| S-208 | pull box type gg (24"x36"x36") | 8 | EACH | 900.00 | 7,200.00 | 800.00 | 6,400.00 | ||||
| S-209 | burried traffic fiber optics cable sign (4"x12") | 4 | EACH | 80.00 | 320.00 | 70.00 | 280.00 | ||||
| CONTRACTOR TOTAL | 2,945,457.98 | 3,267,989.90 | |||||||||