| READV |
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| DBE GOAL FED | |||
| Lead Project: 273-03-0025 | |||
| Parish: LIVINGSTON | |||
| Routes: LA 64, LA 1026 | |||
| Description: TURNLANES ON LA 64 & LA 1026 | |||
| Type Const:
grad, drain struct, cold planing acp, class ii base course, lime treatment, superpave asphaltic concrete pavement, traffic signalization and related work. | |||
| Estimated Construction Cost: $2,433,678.52 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $2,593,791.50 |
| 2 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $3,118,244.01 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARBER BROS. CONTRACTING CO., L.L.C |
- 2 - 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 | 50,000.00 | 50,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 50,000.00 | 50,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-D | removal of concrete walks & drives | 1,820 | SQYD | 35.00 | 63,700.00 | 14.00 | 25,480.00 | ||||
| 202-02-E | removal of concrete curbs | 361.1 | LNFT | 10.00 | 3,611.00 | 14.00 | 5,055.40 | ||||
| 202-02-G | removal of surfacing & stabilized base | 3,245.3 | SQYD | 6.00 | 19,471.80 | 29.00 | 94,113.70 | ||||
| 202-02-J | removal of existing signal equipment | lump | LUMP | 3,000.00 | 3,000.00 | 2,500.00 | 2,500.00 | ||||
| 203-01 | general excavation | 3,501 | CUYD | 20.00 | 70,020.00 | 20.00 | 70,020.00 | ||||
| 203-02 | drainage excavation | 815.0 | CUYD | 15.00 | 12,225.00 | 10.00 | 8,150.00 | ||||
| 203-03 | embankment | 1,237 | CUYD | 35.00 | 43,295.00 | 40.00 | 49,480.00 | ||||
| 204-02 | temporary hay or straw bales | 294 | EACH | 20.00 | 5,880.00 | 10.00 | 2,940.00 | ||||
| 204-04 | temporary sediment basins | 1 | EACH | 500.00 | 500.00 | 2,500.00 | 2,500.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 1 | EACH | 300.00 | 300.00 | 250.00 | 250.00 | ||||
| 204-06 | temporary silt fencing | 3,161 | LNFT | 2.00 | 6,322.00 | 1.40 | 4,425.40 | ||||
| 302-02-F | class ii base course (12" thick)(superpave asphaltic concrete (level 1), stone or recycled portland cement concrete) |
7,328.7 | SQYD | 45.00 | 329,791.50 | 70.00 | 513,009.00 | ||||
| 304-01 | lime | 92.34 | TON | 250.00 | 23,085.00 | 150.00 | 13,851.00 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 7,329 | SQYD | 2.00 | 14,658.00 | 10.00 | 73,290.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 23.4 | CUYD | 200.00 | 4,680.00 | 150.00 | 3,510.00 | ||||
| 502-01 | superpave asphaltic concrete | 2,146.9 | TON | 120.00 | 257,628.00 | 130.00 | 279,097.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
714.0 | TON | 140.00 | 99,960.00 | 130.00 | 92,820.00 | ||||
| 509-01 | cold planing asphaltic pavement | 885 | SQYD | 10.00 | 8,850.00 | 20.00 | 17,700.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 74 | CUYD | 0.00 | 0.00 | 0.01 | - 0.74 | ||||
| 601-01-G | portland cement concrete pavement (8" thick) (crossovers & turnouts) |
508.8 | SQYD | 100.00 | 50,880.00 | 100.00 | 50,880.00 | ||||
| 701-03-F | storm drain pipe (15" rcp/rpvcp) | 574 | LNFT | 60.00 | 34,440.00 | 85.00 | 48,790.00 | ||||
| 701-03-G | storm drain pipe (18" rcp/rpvcp) | 524 | LNFT | 72.00 | 37,728.00 | 95.00 | 49,780.00 | ||||
| 701-03-I | storm drain pipe (24" rcp/rpvcp) | 322 | LNFT | 95.00 | 30,590.00 | 100.00 | 32,200.00 | ||||
| 701-03-K | storm drain pipe (30" rcp/rpvcp) | 48 | LNFT | 120.00 | 5,760.00 | 120.00 | 5,760.00 | ||||
| 701-03-M | storm drain pipe (36" rcp/rpvcp) | 60 | LNFT | 160.00 | 9,600.00 | 145.00 | 8,700.00 | ||||
| 701-03-N | storm drain pipe (42" rcp/rpvcp) | 26 | LNFT | 200.00 | 5,200.00 | 170.00 | 4,420.00 | ||||
| 701-03-O | storm drain pipe (48" rcp/rpvcp) | 426 | LNFT | 250.00 | 106,500.00 | 220.00 | 93,720.00 | ||||
| 701-04-B | storm drain pipe arch (18" eq. rcpa) | 40 | LNFT | 100.00 | 4,000.00 | 120.00 | 4,800.00 | ||||
| 701-04-D | storm drain pipe arch (24"eq. rcpa) | 6 | LNFT | 175.00 | 1,050.00 | 210.00 | 1,260.00 | ||||
| 701-04-E | storm drain pipe arch (30"eq. rcpa) | 276 | LNFT | 160.00 | 44,160.00 | 150.00 | 41,400.00 | ||||
| 701-04-G | storm drain pipe arch (42"eq. rcpa) | 104 | LNFT | 200.00 | 20,800.00 | 210.00 | 21,840.00 | ||||
| 701-04-H | storm drain pipe arch (48"eq. rcpa) | 374 | LNFT | 300.00 | 112,200.00 | 275.00 | 102,850.00 | ||||
| 701-05-G | side drain pipe (18" rcp/rpvcp/cpepdw/bccsp (14 gage)) | 100 | LNFT | 80.00 | 8,000.00 | 65.00 | 6,500.00 | ||||
| 701-05-I | side drain pipe (24" rcp/rpvcp/cpepdw/bccsp (14 gage)) | 26 | LNFT | 100.00 | 2,600.00 | 75.00 | 1,950.00 | ||||
| 701-05-O | side drain pipe (48" rcp/rpvcp/cpepdw/bccsp (14 gage)) | 148 | LNFT | 225.00 | 33,300.00 | 160.00 | 23,680.00 | ||||
| 701-07-C | yard drain pipe (8" pvc) | 142 | LNFT | 65.00 | 9,230.00 | 35.00 | 4,970.00 | ||||
| 702-02-A | manholes (mh-06) | 1 | EACH | 6,500.00 | 6,500.00 | 5,500.00 | 5,500.00 | ||||
| 702-03-A | catch basins (cb-01) | 19 | EACH | 2,800.00 | 53,200.00 | 2,700.00 | 51,300.00 | ||||
| 702-03-C | catch basins (cb-06) | 13 | EACH | 3,650.00 | 47,450.00 | 4,500.00 | 58,500.00 | ||||
| 702-03-F | catch basins (cb-08) | 7 | EACH | 7,000.00 | 49,000.00 | 7,500.00 | 52,500.00 | ||||
| 702-03-H | catch basins (cb-05) | 7 | EACH | 1,500.00 | 10,500.00 | 1,200.00 | 8,400.00 | ||||
| 706-02-C | concrete drive (6" thick) | 1,341.1 | SQYD | 80.00 | 107,288.00 | 65.00 | 87,171.50 | ||||
| 706-03-A | incidental concrete paving (4" thick) | 71.9 | SQYD | 75.00 | 5,392.50 | 65.00 | 4,673.50 | ||||
| 707-01 | concrete curb | 495.2 | LNFT | 20.00 | 9,904.00 | 12.00 | 5,942.40 | ||||
| 707-03 | combination concrete curb & gutter | 2,199.7 | LNFT | 35.00 | 76,989.50 | 40.00 | 87,988.00 | ||||
| 708-01 | right-of-way monument | 24 | EACH | 200.00 | 4,800.00 | 450.00 | 10,800.00 | ||||
| 710-01 | flowable fill | 16 | CUYD | 150.00 | 2,400.00 | 220.00 | 3,520.00 | ||||
| 711-01-C | riprap (30 lb, 14" thick) | 15 | SQYD | 150.00 | 2,250.00 | 85.00 | 1,275.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 75,000.00 | 75,000.00 | 200,000.00 | 200,000.00 | ||||
| 713-02-A | temporary pavement markings (4" width) | 3,786 | LNFT | 0.20 | 757.20 | 0.15 | 567.90 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
0.358 | MILE | 1,200.00 | 429.60 | 600.00 | 214.80 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | ||||
| 726-01 | bedding material | 401.5 | CUYD | 75.00 | 30,112.50 | 80.00 | 32,120.00 | ||||
| 727-01 | mobilization | lump | LUMP | 75,000.00 | 75,000.00 | 340,000.00 | 340,000.00 | ||||
| 728-01-A | jacked or bored pipe (36" rcp) | 172.0 | LNFT | 1,000.00 | 172,000.00 | 700.00 | 120,400.00 | ||||
| 729-01 | sign (type a) | 37.0 | SQFT | 30.00 | 1,110.00 | 37.00 | 1,369.00 | ||||
| 729-08-A | mounting (2 1/2" post) | 2 | EACH | 1,500.00 | 3,000.00 | 1,000.00 | 2,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 617 | EACH | 6.00 | 3,702.00 | 5.00 | 3,085.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 1.345 | MILE | 3,500.00 | 4,707.50 | 2,900.00 | 3,900.50 | ||||
| 732-02-C | plastic pavement striping (solid line) (8" witdh) | 0.140 | MILE | 6,800.00 | 952.00 | 5,900.00 | 826.00 | ||||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.098 | MILE | 25,000.00 | 2,450.00 | 17,900.00 | 1,754.20 | ||||
| 732-03-C | plastic pavement striping (broken line) (8" width) | 0.168 | MILE | 1,800.00 | 302.40 | 1,400.00 | 235.20 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 12 | EACH | 200.00 | 2,400.00 | 175.00 | 2,100.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 8 | EACH | 250.00 | 2,000.00 | 210.00 | 1,680.00 | ||||
| 735-01 | mailboxes | 7 | EACH | 2.00 | 14.00 | 5.00 | 35.00 | ||||
| 735-02 | mailbox supports (single) | 7 | EACH | 100.00 | 700.00 | 100.00 | 700.00 | ||||
| 736-01 | trenching and backfilling | 775 | LNFT | 7.50 | 5,812.50 | 6.50 | 5,037.50 | ||||
| 736-03-A | jacked or bored conduit (1/2" p.e.c.) | 35 | LNFT | 25.00 | 875.00 | 17.00 | 595.00 | ||||
| 736-03-B | jacked or bored conduit (2" p.e.c.) | 50 | LNFT | 25.00 | 1,250.00 | 17.25 | 862.50 | ||||
| 736-03-C | jacked or bored conduit (3" p.e.c.) | 395 | LNFT | 25.00 | 9,875.00 | 19.35 | 7,643.25 | ||||
| 736-04-B | signal support, (mast arm standard w/35' arm) | 2 | EACH | 12,000.00 | 24,000.00 | 11,000.00 | 22,000.00 | ||||
| 736-04-C | signal support, (mast arm standard w/45' arm) | 1 | EACH | 14,000.00 | 14,000.00 | 12,000.00 | 12,000.00 | ||||
| 736-04-D | signal support, (mast arm standard w/50' arm) | 1 | EACH | 16,000.00 | 16,000.00 | 13,000.00 | 13,000.00 | ||||
| 736-05-A | signal heads (3-section,r,y,g) l.e.d. | 4 | EACH | 900.00 | 3,600.00 | 800.00 | 3,200.00 | ||||
| 736-05-B | signal heads (3-section,r,lty,ltg) l.e.d. | 2 | EACH | 800.00 | 1,600.00 | 700.00 | 1,400.00 | ||||
| 736-05-C | signal heads (5-section,r,lty,y,ltg,g) l.e.d. | 2 | EACH | 1,400.00 | 2,800.00 | 1,200.00 | 2,400.00 | ||||
| 736-05-D | signal heads (5-section,r,rty,y,rtg,g) l.e.d. | 2 | EACH | 1,400.00 | 2,800.00 | 1,200.00 | 2,400.00 | ||||
| 736-08 | signal controller | 1 | EACH | 30,000.00 | 30,000.00 | 23,000.00 | 23,000.00 | ||||
| 736-09 | loop detectors | 190 | LNFT | 15.00 | 2,850.00 | 10.00 | 1,900.00 | ||||
| 736-10-A | underground junction box, type "e" | 6 | EACH | 500.00 | 3,000.00 | 350.00 | 2,100.00 | ||||
| 736-10-B | undergound junction box, type "f" | 5 | EACH | 450.00 | 2,250.00 | 375.00 | 1,875.00 | ||||
| 736-11-A | conduit (2" p.e.c. schedule 80) | 775 | LNFT | 6.00 | 4,650.00 | 5.00 | 3,875.00 | ||||
| 736-12-A | conductor, 2c (loop lead-in) | 2,030 | LNFT | 1.50 | 3,045.00 | 1.30 | 2,639.00 | ||||
| 736-12-B | conductor, 3c (power) | 35 | LNFT | 2.00 | 70.00 | 1.25 | 43.75 | ||||
| 736-12-C | conductor, 6c (signal) | 385 | LNFT | 2.00 | 770.00 | 1.65 | 635.25 | ||||
| 736-12-D | conductor, 10c (signal) | 1,500 | LNFT | 2.20 | 3,300.00 | 1.80 | 2,700.00 | ||||
| 739-01 | hydro-seeding | 1.60 | ACRE | 2,000.00 | 3,200.00 | 1,250.00 | 2,000.00 | ||||
| 740-01 | construction layout | lump | LUMP | 30,000.00 | 30,000.00 | 60,000.00 | 60,000.00 | ||||
| S-001 | saw cutting | 334.5 | LNFT | 15.00 | 5,017.50 | 12.00 | 4,014.00 | ||||
| S-002 | video detection system | 1 | EACH | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | ||||
| S-003 | video detector device and connection | 4 | EACH | 7,500.00 | 30,000.00 | 6,700.00 | 26,800.00 | ||||
| S-004 | relocate light standards | 2 | EACH | 5,000.00 | 10,000.00 | 3,800.00 | 7,600.00 | ||||
| S-005 | separator curb & vertical markers | 297 | LNFT | 100.00 | 29,700.00 | 75.00 | 22,275.00 | ||||
| CONTRACTOR TOTAL | 2,593,791.50 | 3,118,244.01 | |||||||||