| READV |
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| DBE GOAL FED | |||
| Lead Project: 077-04-0018 | |||
| Parish: E BATON ROUGE | |||
| Routes: LA 73 | |||
| Description: JEFFERSON HWY AND BARRINGER FOREMAN ROAD INTERSECTION IMPROV | |||
| Type Const:
clearing and grubbing, grading, drainage structures, lime treatment, class ii base course, superpave asphatlic conc. pavement, pccp, traffic signalization, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $1,206,351.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - F.G. SULLIVAN, JR. CONTRACTOR 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 | 31,000.00 | 31,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 1,000.00 | 1,000.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 67 | SQYD | 15.00 | 1,005.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 909.6 | SQYD | 10.00 | 9,096.00 | ||||||
| 202-02-I | removal of existing signal equipment and related items | lump | LUMP | 3,000.00 | 3,000.00 | ||||||
| 203-01 | general excavation | 6,351 | CUYD | 10.00 | 63,510.00 | ||||||
| 203-04 | embankment | 1,852 | CUYD | 19.50 | 36,114.00 | ||||||
| 204-02 | temporary hay or straw bales | 82 | EACH | 10.00 | 820.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 4 | EACH | 200.00 | 800.00 | ||||||
| 204-06 | temporary silt fencing | 7,600 | LNFT | 1.25 | 9,500.00 | ||||||
| 302-02-A | class ii base course (6" thick) | 493.1 | SQYD | 35.00 | 17,258.50 | ||||||
| 302-02-D | class ii base course (12" thick) | 6,563.3 | SQYD | 40.00 | 262,532.00 | ||||||
| 304-01 | lime | 45.87 | TON | 125.00 | 5,733.75 | ||||||
| 304-04-D | lime treatment (type d) (12" thick) | 3,236 | SQYD | 3.00 | 9,708.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
42 | CUYD | 40.00 | 1,680.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 100.0 | CUYD | 40.00 | 4,000.00 | ||||||
| 502-01 | superpave asphaltic concrete | 3,449.8 | TON | 50.00 | 172,490.00 | ||||||
| 502-01-D | superpave asphaltic concrete, incidental paving (level a) |
162.6 | TON | 100.00 | 16,260.00 | ||||||
| 701-04-B | storm drain pipe arch (18" equiv.) rcpa | 472 | LNFT | 100.00 | 47,200.00 | ||||||
| 701-05-G | side drain pipe (18") | 36 | LNFT | 50.00 | 1,800.00 | ||||||
| 701-05-I | side drain pipe (24") | 46 | LNFT | 60.00 | 2,760.00 | ||||||
| 701-06-B | side drain pipe arch (18" equiv.) | 26 | LNFT | 50.00 | 1,300.00 | ||||||
| 702-03-A | catch basins (cb-01) | 4 | EACH | 2,500.00 | 10,000.00 | ||||||
| 702-03-I | paved gutter drain | 25 | EACH | 2,500.00 | 62,500.00 | ||||||
| 705-01 | barbed wire fence | 1,406 | LNFT | 5.00 | 7,030.00 | ||||||
| 705-02 | combination mesh & barbed wire fence | 915 | LNFT | 5.00 | 4,575.00 | ||||||
| 705-04 | single swinging driveway gates | 3 | EACH | 500.00 | 1,500.00 | ||||||
| 705-05 | double swinging driveway gates | 1 | DBGT | 600.00 | 600.00 | ||||||
| 706-02-C | concrete drive (6" thick) | 154.1 | SQYD | 50.00 | 7,705.00 | ||||||
| 707-01 | concrete curb | 29.7 | LNFT | 25.00 | 742.50 | ||||||
| 707-03 | combination concrete curb & gutter | 4,057.2 | LNFT | 20.00 | 81,144.00 | ||||||
| 708-01 | right-of-way monument | 22 | EACH | 175.00 | 3,850.00 | ||||||
| 708-02 | right-of-way monument witness post | 22 | EACH | 175.00 | 3,850.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 55,000.00 | 55,000.00 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 4.000 | MILE | 100.00 | 400.00 | ||||||
| 714-01 | slab sodding | 800 | SQYD | 5.00 | 4,000.00 | ||||||
| 717-01 | seeding | 276 | LB | 7.00 | 1,932.00 | ||||||
| 718-01 | fertilizer | 4,800 | LB | 0.22 | 1,056.00 | ||||||
| 720-01-A | erosion control system, slope protection (type a) | 4,944 | SQYD | 1.25 | 6,180.00 | ||||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 67 | SQYD | 2.25 | 150.75 | ||||||
| 722-01 | project site laboratory | 1 | EACH | 2,000.00 | 2,000.00 | ||||||
| 726-01 | bedding material | 9.4 | CUYD | 70.00 | 658.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 50,000.00 | 50,000.00 | ||||||
| 729-01 | sign (type a) | 28.0 | SQFT | 30.00 | 840.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 2,084 | EACH | 6.00 | 12,504.00 | ||||||
| 732-01-C | plastic pavement striping (8" width) | 652 | LNFT | 1.50 | 978.00 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 912 | LNFT | 3.00 | 2,736.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 3.543 | MILE | 2,000.00 | 7,086.00 | ||||||
| 732-03-C | plastic pavement striping (broken line) (8" width) | 0.129 | MILE | 4,000.00 | 516.00 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 8 | EACH | 150.00 | 1,200.00 | ||||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 1 | EACH | 250.00 | 250.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 8 | EACH | 200.00 | 1,600.00 | ||||||
| 735-01 | mailboxes | 5 | EACH | 1.00 | 5.00 | ||||||
| 735-02 | mailbox supports (single) | 5 | EACH | 125.00 | 625.00 | ||||||
| 736-01 | trenching and backfilling | 600 | LNFT | 5.00 | 3,000.00 | ||||||
| 736-03-A | jacked or bored conduit (2" dia. pe) | 110 | LNFT | 15.00 | 1,650.00 | ||||||
| 736-04-A | signal support (30 ft. strain pole) | 4 | EACH | 5,700.00 | 22,800.00 | ||||||
| 736-05-A | signal head, (3 face, r, y, g) | 7 | EACH | 1,300.00 | 9,100.00 | ||||||
| 736-05-B | signal head, (5 face, r,<-y-,y,<-g-,g) | 2 | EACH | 800.00 | 1,600.00 | ||||||
| 736-05-C | signal head, (5 face, r,-y->,y,g,-g->) | 1 | EACH | 600.00 | 600.00 | ||||||
| 736-06 | signal service, power pedestal | 1 | EACH | 1,700.00 | 1,700.00 | ||||||
| 736-08 | signal controller (8 phase nema controller) | 1 | EACH | 19,000.00 | 19,000.00 | ||||||
| 736-09 | loop detector | 915 | LNFT | 10.00 | 9,150.00 | ||||||
| 736-10-A | underground junction box type "e" | 8 | EACH | 400.00 | 3,200.00 | ||||||
| 736-11-A | conduit, (1/2" dia. pe) | 40 | LNFT | 3.00 | 120.00 | ||||||
| 736-11-B | conduit, (2" dia. pe) | 650 | LNFT | 4.00 | 2,600.00 | ||||||
| 736-11-C | conduit, (3" dia. pe) | 30 | LNFT | 10.00 | 300.00 | ||||||
| 736-12-A | conductor, 2c (loop lead-in / #16 awg) | 2,090 | LNFT | 2.00 | 4,180.00 | ||||||
| 736-12-B | conductor, 6c (signal / #14 awg) | 1,110 | LNFT | 2.00 | 2,220.00 | ||||||
| 736-12-C | conductor, 10c (signal / #14 awg) | 455 | LNFT | 3.00 | 1,365.00 | ||||||
| 736-12-D | conductor, e.c. (emergency vehicle cable) | 645 | LNFT | 2.00 | 1,290.00 | ||||||
| 736-12-E | conductor, 3c (power) | 50 | LNFT | 5.00 | 250.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 38,000.00 | 38,000.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 5.50 | CUYD | 2,500.00 | 13,750.00 | ||||||
| 805-12-Y | reinforced concrete box culvert extensions (4'x 2') | 49.0 | LNFT | 350.00 | 17,150.00 | ||||||
| 806-01 | deformed reinforcing steel | 438 | LB | 2.00 | 876.00 | ||||||
| S-001 | unidirectional optical detector single channel | 4 | EACH | 800.00 | 3,200.00 | ||||||
| S-002 | street name sign | 4 | EACH | 100.00 | 400.00 | ||||||
| S-004 | cleaning existing ditches | 3,114 | LNFT | 5.00 | 15,570.00 | ||||||
| S-005 | tree trimming and root pruning | lump | LUMP | 1,500.00 | 1,500.00 | ||||||
| CONTRACTOR TOTAL | 1,206,351.50 | ||||||||||