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| DBE GOAL FED | |||
| Lead Project: 423-01-0025 | |||
| Parish: JEFFERSON | |||
| Routes: LA 3046, US 90 | |||
| Description: CAUSEWAY BOULEVARD HOOKRAMP BRIDGE REHABILITATION | |||
| Type Const:
bridge rehabilitation, cold planing asphaltic concrete pavement, superpave asphaltic concrete pavement, traffic signalization, and related work. | |||
| Estimated Construction Cost: $2,920,117.60 | |||
| Maximum Number of Days Allowed for Construction: 335 | |||
| Calculated Daily User Cost: $480.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $4,147,981.85 | 300 | $4,291,981.85 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - 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 | ||||
| 202-02-E | removal of concrete curbs | 106.0 | LNFT | 20.00 | 2,120.00 | ||||||
| 202-02-01 | removal of bridge deck & rail (sta. 78+61.67 to 88+06.64) |
lump | LUMP | 400,000.00 | 400,000.00 | ||||||
| 202-02-02 | removal of concrete approach slabs (sta. 78+40.67 to 78+61.67) and (sta 88+06.64 to sta 88+27.64) |
2 | EACH | 8,500.00 | 17,000.00 | ||||||
| 202-02-03 | partial removal of bridge abutment # 1 end dam (sta. 78+61.67) |
lump | LUMP | 15,000.00 | 15,000.00 | ||||||
| 202-02-04 | removal of bridge abutment #2 cap (sta. 88+06.64) | lump | LUMP | 15,000.00 | 15,000.00 | ||||||
| 502-01-A | superpave asphalt concrete, drives, turnouts and miscellaneous |
120.9 | TON | 325.00 | 39,292.50 | ||||||
| 509-01 | cold planing asphaltic pavement | 746.0 | SQYD | 7.00 | 5,222.00 | ||||||
| 705-09 | rebuilt fence | 200.0 | LNFT | 30.00 | 6,000.00 | ||||||
| 707-01 | concrete curb | 106.0 | LNFT | 40.00 | 4,240.00 | ||||||
| 713-01 | temporary signs and barricades | lump | LUMP | 155,000.00 | 155,000.00 | ||||||
| 713-02-C | temporary pavement markings (8" width) | 345 | LNFT | 0.35 | 120.75 | ||||||
| 713-02-D | temporary pavement markings (12" width) | 38 | LNFT | 0.55 | 20.90 | ||||||
| 713-02-E | temporary pavement markings (24" width) | 36 | LNFT | 1.00 | 36.00 | ||||||
| 713-03-A-01 | temporary pvmt. markings (broken line) (4" width) (4' length) (type i removable) |
0.020 | MILE | 5,500.00 | 110.00 | ||||||
| 713-04-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
0.409 | MILE | 16,000.00 | 6,544.00 | ||||||
| 713-05-A | temporary pavement legends and symbols (arrow) | 1 | EACH | 60.00 | 60.00 | ||||||
| 713-05-C | temporary pavement legends and symbols (only) | 1 | EACH | 90.00 | 90.00 | ||||||
| 713-06 | temporary reflectorized raised pavement markers | 42 | EACH | 6.00 | 252.00 | ||||||
| 713-08 | temporary precast concrete barrier (dotd furnished) | 20 | EACH | 1,500.00 | 30,000.00 | ||||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 20,000.00 | 20,000.00 | ||||||
| 725-01 | temporary detour roads | 50.5 | SQYD | 25.00 | 1,262.50 | ||||||
| 727-01 | mobilization | lump | LUMP | 410,000.00 | 410,000.00 | ||||||
| 729-01-A | sign (type a) (r10-10) (24"x 30") (1 each ladotd) | 5.0 | SQFT | 300.00 | 1,500.00 | ||||||
| 729-01-B | sign (type a) (r3-2) (24" x 24") (1 each ladotd) | 4.0 | SQFT | 300.00 | 1,200.00 | ||||||
| 729-01-C | sign (type a) (r10-6) (24" x 36") (2 each ladotd) | 12.0 | SQFT | 300.00 | 3,600.00 | ||||||
| 729-06 | sign (overhead mounted) | 28.0 | SQFT | 30.00 | 840.00 | ||||||
| 729-13 | sign mounting (bridge fascia mounted) | 2 | EACH | 7,500.00 | 15,000.00 | ||||||
| 729-15 | delineator assembly (structure mounted) | 17 | EACH | 200.00 | 3,400.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 225.00 | 900.00 | ||||||
| 730-01 | trenching and backfilling | 80 | LNFT | 7.00 | 560.00 | ||||||
| 730-02-01 | conduit with conductors (1" rigid aluminum, 2-1/c #8 xhhw w/1-1/c #8 ground |
250 | LNFT | 17.00 | 4,250.00 | ||||||
| 730-02-02 | conduit with conductors (1" rigid aluminum, 4-1/c #8 xhhw w/1-1/c #8 ground |
1,300 | LNFT | 20.00 | 26,000.00 | ||||||
| 730-02-03 | conduit with conductors (1" pvc schedule 40 in trench, 4-1/c #6 xhhw w/1-1/c #8 ground |
30 | LNFT | 25.00 | 750.00 | ||||||
| 730-02-04 | conduit with conductors (1" pvc schedule 40 in trench, 2-1/c #6 xhhw w/1-1/c #8 ground |
60 | LNFT | 8.00 | 480.00 | ||||||
| 730-05 | light pole (30' aluminum) | 13 | EACH | 3,000.00 | 39,000.00 | ||||||
| 730-07 | luminaire (250 w hps) | 13 | EACH | 500.00 | 6,500.00 | ||||||
| 730-08 | electrical service point (overhead) | 1 | EACH | 6,500.00 | 6,500.00 | ||||||
| 730-11 | removal and disposal of electrical equipment | lump | LUMP | 2,700.00 | 2,700.00 | ||||||
| 730-15 | relocate light poles (30' steel) | 1 | EACH | 3,000.00 | 3,000.00 | ||||||
| 730-16 | underground junction box (12" x 12" x 10") | 1 | EACH | 600.00 | 600.00 | ||||||
| 730-17 | structure junction box (8" x 8" x 6") | 17 | EACH | 700.00 | 11,900.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 280 | EACH | 7.00 | 1,960.00 | ||||||
| 732-01-D | plastic pavement striping (12" width) | 184 | LNFT | 1.50 | 276.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.379 | MILE | 3,400.00 | 1,288.60 | ||||||
| 736-04 | signal support (26' steel strain pole) | 2 | EACH | 9,000.00 | 18,000.00 | ||||||
| 736-05-A | signal head (retrofitted with led's) | 3 | EACH | 1,100.00 | 3,300.00 | ||||||
| 736-06 | signal service | 1 | EACH | 900.00 | 900.00 | ||||||
| 736-10 | underground junction box | 1 | EACH | 1,100.00 | 1,100.00 | ||||||
| 736-11 | conduit (3" p.e.c.) | 10 | LNFT | 7.00 | 70.00 | ||||||
| 736-12-A | conductor, 6c (signal #14 awg) | 210 | LNFT | 3.00 | 630.00 | ||||||
| 736-12-B | conductor, 10c (signal #14 awg) | 426 | LNFT | 4.00 | 1,704.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 175,000.00 | 175,000.00 | ||||||
| 805-01-F | class a concrete | 16.83 | CUYD | 1,700.00 | 28,611.00 | ||||||
| 805-03 | class aa concrete | 753.92 | CUYD | 1,000.00 | 753,920.00 | ||||||
| 805-11 | strip seal joints | 609.00 | LNFT | 170.00 | 103,530.00 | ||||||
| 806-01 | deformed reinforcing steel | 248,544 | LB | 1.00 | 248,544.00 | ||||||
| 807-08 | structural metalwork | lump | LUMP | 325,000.00 | 325,000.00 | ||||||
| 810-01 | concrete railing (f-shape pl-2) | 1,890.32 | LNFT | 80.00 | 151,225.60 | ||||||
| 813-01 | concrete approach slabs | 134.80 | SQYD | 140.00 | 18,872.00 | ||||||
| S-001 | dynamic message sign unit | 2 | EACH | 20,000.00 | 40,000.00 | ||||||
| S-002 | remove and reinstall historic marker | 1 | EACH | 1,500.00 | 1,500.00 | ||||||
| S-003 | video detector camera and associated equipment | 2 | EACH | 10,000.00 | 20,000.00 | ||||||
| S-101 | guardrail | lump | LUMP | 10,000.00 | 10,000.00 | ||||||
| S-102 | new anchor bolts for joint at abutment #1 | 10 | EACH | 180.00 | 1,800.00 | ||||||
| S-103 | existing girder and diaphragm handling | lump | LUMP | 500,000.00 | 500,000.00 | ||||||
| S-104 | top flange treatment for girder ends | 188 | EACH | 900.00 | 169,200.00 | ||||||
| S-105 | bottom flange treatment for girder ends | 118 | EACH | 1,500.00 | 177,000.00 | ||||||
| S-106 | extension of existing anchor bolts for girders | 234 | EACH | 150.00 | 35,100.00 | ||||||
| S-107 | new anchor bolts for span 8 girders | 16 | EACH | 250.00 | 4,000.00 | ||||||
| S-108 | non-shrink grout risers | 8 | EACH | 300.00 | 2,400.00 | ||||||
| S-109 | concrete risers | 115 | EACH | 800.00 | 92,000.00 | ||||||
| S-110 | de-energize overhead powerline | lump | LUMP | 5,000.00 | 5,000.00 | ||||||
| ITEM TOTAL (CONSTRUCTION BID) | 4,147,981.85 | ||||||||||
| NUMBER OF DAYS BID AT $480 PER DAY. | 144,000.00 | ||||||||||
| TOTAL BID | 4,291,981.85 | ||||||||||