| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 019-02-0051 | |||
| Parish: E BATON ROUGE | |||
| Routes: US 61 | |||
| Description: I-110 (AVOCET ST) - LA 964 | |||
| Type Const:
grading, cold planing, class ii bc, cleaning and resealing joints, patching, drain struct, rubblizing, superpave acp, rap treated interlayer, shoulder drain, and related work | |||
| Estimated Construction Cost: $12,240,818.92 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | COASTAL BRIDGE CO., L.L.C. | $10,278,439.89 |
| 2 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $10,577,218.70 |
| 3 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $12,738,808.40 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COASTAL BRIDGE CO., L.L.C. |
- 2 - BARBER BROS. CONTRACTING CO., L.L.C |
- 3 - 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 | ||||
| 202-02-C | removal of portland cement concrete pavement | 4,800 | SQYD | 10.00 | 48,000.00 | 25.00 | 120,000.00 | 20.00 | 96,000.00 | ||
| 202-02-D | removal of concrete walks and drives | 1,145 | SQYD | 15.00 | 17,175.00 | 15.00 | 17,175.00 | 20.00 | 22,900.00 | ||
| 202-02-E | removal of concrete curbs | 384.0 | LNFT | 10.00 | 3,840.00 | 6.00 | 2,304.00 | 10.00 | 3,840.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 4,455.1 | SQYD | 10.00 | 44,551.00 | 8.00 | 35,640.80 | 20.00 | 89,102.00 | ||
| 202-02-H | removal of guard rail | 101 | LNFT | 10.00 | 1,010.00 | 10.00 | 1,010.00 | 10.00 | 1,010.00 | ||
| 202-02-I | removal of stabilized base (6" thick) | 4,800.0 | SQYD | 8.00 | 38,400.00 | 6.00 | 28,800.00 | 25.00 | 120,000.00 | ||
| 202-02-J | removal of concrete headwalls and wingwalls | 7 | EACH | 800.00 | 5,600.00 | 1,000.00 | 7,000.00 | 1,200.00 | 8,400.00 | ||
| 202-02-K | removal of catch basins | 2 | EACH | 750.00 | 1,500.00 | 1,000.00 | 2,000.00 | 1,000.00 | 2,000.00 | ||
| 202-02-L | removal of side drain pipe (24" rcp) | 56 | LNFT | 5.00 | 280.00 | 10.00 | 560.00 | 20.00 | 1,120.00 | ||
| 203-01 | general excavation | 1,343 | CUYD | 10.00 | 13,430.00 | 25.00 | 33,575.00 | 20.00 | 26,860.00 | ||
| 203-02 | drainage excavation | 400 | CUYD | 10.00 | 4,000.00 | 15.00 | 6,000.00 | 20.00 | 8,000.00 | ||
| 203-07 | borrow (vehicular measurement) | 4,243 | CUYD | 20.00 | 84,860.00 | 25.00 | 106,075.00 | 30.00 | 127,290.00 | ||
| 204-02 | temporary hay or straw bales | 343 | EACH | 10.00 | 3,430.00 | 25.00 | 8,575.00 | 10.00 | 3,430.00 | ||
| 204-06 | temporary silt fencing | 43,162 | LNFT | 1.25 | 53,952.50 | 1.20 | 51,794.40 | 2.00 | 86,324.00 | ||
| 302-02-B | class ii base course (6" thick) | 7,390.4 | SQYD | 27.50 | 203,236.00 | 24.00 | 177,369.60 | 50.00 | 369,520.00 | ||
| 302-02-G | class ii base course (20" thick) | 5,830.4 | SQYD | 76.85 | 448,066.24 | 65.00 | 378,976.00 | 100.00 | 583,040.00 | ||
| 303-02 | removal of existing patches | 200.0 | SQYD | 25.00 | 5,000.00 | 30.00 | 6,000.00 | 20.00 | 4,000.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 800.0 | CUYD | 80.00 | 64,000.00 | 75.00 | 60,000.00 | 40.00 | 32,000.00 | ||
| 502-01 | superpave asphaltic concrete | 49,508.5 | TON | 93.00 | 4,604,290.50 | 100.00 | 4,950,850.00 | 115.00 | 5,693,477.50 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
5,033.2 | TON | 150.00 | 754,980.00 | 120.00 | 603,984.00 | 150.00 | 754,980.00 | ||
| 509-01-A | cold planing asphaltic pavement (2" avg depth) | 39,587 | SQYD | 1.85 | 73,235.95 | 2.50 | 98,967.50 | 4.00 | 158,348.00 | ||
| 509-01-B | cold planing asphaltic pavement (4" avg depth) | 45,063 | SQYD | 4.05 | 182,505.15 | 3.50 | 157,720.50 | 5.00 | 225,315.00 | ||
| 509-01-C | cold planing asphaltic pavement (6" avg depth) | 4,797 | SQYD | 9.00 | 43,173.00 | 5.00 | 23,985.00 | 9.00 | 43,173.00 | ||
| 509-01-D | cold planing asphaltic pavement (7" avg depth) | 7,516 | SQYD | 10.00 | 75,160.00 | 6.00 | 45,096.00 | 10.00 | 75,160.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 7,101 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 510-01-A | pavement patching (6" minimum thickness) | 1,300 | SQYD | 45.00 | 58,500.00 | 60.00 | 78,000.00 | 80.00 | 104,000.00 | ||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
16,767 | LNFT | 1.55 | 25,988.85 | 2.00 | 33,534.00 | 1.50 | 25,150.50 | ||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
17,569 | LNFT | 1.55 | 27,231.95 | 2.25 | 39,530.25 | 2.00 | 35,138.00 | ||
| 602-03 | cleaning and sealing random cracks | 2,060 | LNFT | 3.00 | 6,180.00 | 4.00 | 8,240.00 | 3.00 | 6,180.00 | ||
| 602-05-K-01 | full depth patching of jointed conc pvmt (10" thick) (16.0 sq yds & under) |
80.0 | SQYD | 290.00 | 23,200.00 | 350.00 | 28,000.00 | 300.00 | 24,000.00 | ||
| 602-05-K-02 | full depth patching of jointed conc pvmt (10" thick) (16.1-48.0 sq yds) |
85.0 | SQYD | 285.00 | 24,225.00 | 300.00 | 25,500.00 | 285.00 | 24,225.00 | ||
| 602-05-K-03 | full depth patching of jointed conc pvmt (10" thick) (48.1 sq yds & over) |
330.0 | SQYD | 260.00 | 85,800.00 | 250.00 | 82,500.00 | 235.00 | 77,550.00 | ||
| 602-10 | longitudinal shoulder joints | 20,570 | LNFT | 1.10 | 22,627.00 | 2.00 | 41,140.00 | 1.70 | 34,969.00 | ||
| 701-05-K | side drain pipe (30") | 56 | LNFT | 150.00 | 8,400.00 | 175.00 | 9,800.00 | 170.00 | 9,520.00 | ||
| 701-10-G | reinforced concrete pipe (extension)(18") | 8 | LNFT | 160.00 | 1,280.00 | 200.00 | 1,600.00 | 170.00 | 1,360.00 | ||
| 701-15 | concrete collar | 2 | EACH | 1,000.00 | 2,000.00 | 1,200.00 | 2,400.00 | 1,200.00 | 2,400.00 | ||
| 702-04-B | adjusting catch basins | 6 | EACH | 1,700.00 | 10,200.00 | 2,000.00 | 12,000.00 | 1,900.00 | 11,400.00 | ||
| 702-07-A | cross drain safety end (type 1) | 1 | EACH | 2,100.00 | 2,100.00 | 2,500.00 | 2,500.00 | 2,200.00 | 2,200.00 | ||
| 702-07-B | cross drain safety end (type 2) | 2 | EACH | 4,500.00 | 9,000.00 | 5,500.00 | 11,000.00 | 4,800.00 | 9,600.00 | ||
| 702-08-A | side drain safety end (type 1) | 13 | EACH | 2,100.00 | 27,300.00 | 2,500.00 | 32,500.00 | 2,300.00 | 29,900.00 | ||
| 702-08-B | side drain safety end (type 2) | 3 | EACH | 4,700.00 | 14,100.00 | 5,500.00 | 16,500.00 | 5,000.00 | 15,000.00 | ||
| 703-01 | shoulder underdrain systems | 26,770 | LNFT | 9.25 | 247,622.50 | 10.00 | 267,700.00 | 10.00 | 267,700.00 | ||
| 703-02 | shoulder outlet underdrains | 106 | EACH | 625.00 | 66,250.00 | 500.00 | 53,000.00 | 650.00 | 68,900.00 | ||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 481.5 | LNFT | 45.00 | 21,667.50 | 55.00 | 26,482.50 | 50.00 | 24,075.00 | ||
| 704-03 | blocked out guard rail | 562.8 | LNFT | 20.00 | 11,256.00 | 25.00 | 14,070.00 | 20.00 | 11,256.00 | ||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
4.0 | LNFT | 75.00 | 300.00 | 100.00 | 400.00 | 100.00 | 400.00 | ||
| 704-11-B | guard rail end treatment (tangent) | 4 | EACH | 2,400.00 | 9,600.00 | 3,000.00 | 12,000.00 | 2,500.00 | 10,000.00 | ||
| 704-11-C | guard rail end treatment (bi-directional) | 4 | EACH | 4,500.00 | 18,000.00 | 5,500.00 | 22,000.00 | 4,700.00 | 18,800.00 | ||
| 706-01-A | concrete walk (4" thick) | 1,145.4 | SQYD | 60.00 | 68,724.00 | 70.00 | 80,178.00 | 65.00 | 74,451.00 | ||
| 707-01-A | concrete curb (mountable) | 1,384.0 | LNFT | 12.00 | 16,608.00 | 12.00 | 16,608.00 | 10.00 | 13,840.00 | ||
| 707-01-B | concrete curb (6" barrier) | 1,000.0 | LNFT | 15.00 | 15,000.00 | 16.00 | 16,000.00 | 14.00 | 14,000.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 285,000.00 | 285,000.00 | 750,000.00 | 750,000.00 | 600,000.00 | 600,000.00 | ||
| 713-02-C | temporary pavement markings (8" width) | 6,802 | LNFT | 0.20 | 1,360.40 | 0.25 | 1,700.50 | 0.20 | 1,360.40 | ||
| 713-02-E | temporary pavement markings (24" width) | 864 | LNFT | 0.50 | 432.00 | 0.60 | 518.40 | 0.50 | 432.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
25.436 | MILE | 400.00 | 10,174.40 | 550.00 | 13,989.80 | 600.00 | 15,261.60 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
25.436 | MILE | 350.00 | 8,902.60 | 400.00 | 10,174.40 | 300.00 | 7,630.80 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 45.467 | MILE | 400.00 | 18,186.80 | 500.00 | 22,733.50 | 400.00 | 18,186.80 | ||
| 713-05-A | temporary pavement legends and symbols (arrow) | 88 | EACH | 75.00 | 6,600.00 | 90.00 | 7,920.00 | 50.00 | 4,400.00 | ||
| 713-05-C | temporary pavement legends and symbols (only) | 44 | EACH | 75.00 | 3,300.00 | 90.00 | 3,960.00 | 50.00 | 2,200.00 | ||
| 713-05-D | temporary pavement legends and symbols (rr crossing) | 16 | EACH | 100.00 | 1,600.00 | 120.00 | 1,920.00 | 80.00 | 1,280.00 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 10,000.00 | 10,000.00 | ||
| 726-01 | bedding material | 84.7 | CUYD | 100.00 | 8,470.00 | 0.00 | 0.00 | 0.00 | 0.00 | ||
| 727-01 | mobilization | lump | LUMP | 900,000.00 | 900,000.00 | 500,000.00 | 500,000.00 | 800,000.00 | 800,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 10 | EACH | 65.00 | 650.00 | 60.00 | 600.00 | 70.00 | 700.00 | ||
| 729-16-C | object marker assembly (type 3) | 9 | EACH | 75.00 | 675.00 | 100.00 | 900.00 | 80.00 | 720.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,395 | EACH | 5.50 | 7,672.50 | 6.50 | 9,067.50 | 6.00 | 8,370.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 2,267 | LNFT | 1.10 | 2,493.70 | 1.25 | 2,833.75 | 1.50 | 3,400.50 | ||
| 732-01-E | plastic pavement striping (24" width) | 288 | LNFT | 4.50 | 1,296.00 | 5.50 | 1,584.00 | 5.00 | 1,440.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 15.156 | MILE | 2,500.00 | 37,890.00 | 3,000.00 | 45,468.00 | 2,700.00 | 40,921.20 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 8.524 | MILE | 850.00 | 7,245.40 | 1,000.00 | 8,524.00 | 900.00 | 7,671.60 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 44 | EACH | 225.00 | 9,900.00 | 250.00 | 11,000.00 | 250.00 | 11,000.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 22 | EACH | 225.00 | 4,950.00 | 280.00 | 6,160.00 | 250.00 | 5,500.00 | ||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 8 | EACH | 425.00 | 3,400.00 | 500.00 | 4,000.00 | 500.00 | 4,000.00 | ||
| 732-05 | removal of existing markings | 3.206 | MILE | 4,750.00 | 15,228.50 | 6,000.00 | 19,236.00 | 5,000.00 | 16,030.00 | ||
| 734-01 | rubblizing portland cement concrete pavement | 57,552 | SQYD | 5.85 | 336,679.20 | 4.00 | 230,208.00 | 5.00 | 287,760.00 | ||
| 735-01 | mailboxes | 22 | EACH | 1.00 | 22.00 | 2.00 | 44.00 | 5.00 | 110.00 | ||
| 735-02 | mailbox supports (single) | 22 | EACH | 125.00 | 2,750.00 | 120.00 | 2,640.00 | 125.00 | 2,750.00 | ||
| 736-01 | trenching and backfilling | 55 | LNFT | 4.50 | 247.50 | 5.00 | 275.00 | 5.00 | 275.00 | ||
| 736-02 | conduit with conductors (1" pec schedule 80, w/2 - #14 awg conductors) |
145 | LNFT | 2.00 | 290.00 | 2.50 | 362.50 | 3.00 | 435.00 | ||
| 736-09 | loop detector | 263 | LNFT | 11.00 | 2,893.00 | 15.00 | 3,945.00 | 12.00 | 3,156.00 | ||
| 736-10 | underground junction box | 2 | EACH | 550.00 | 1,100.00 | 650.00 | 1,300.00 | 600.00 | 1,200.00 | ||
| 736-12-A | conductor, 2c (loop lead-in,#14 awg) | 335 | LNFT | 2.00 | 670.00 | 2.00 | 670.00 | 3.00 | 1,005.00 | ||
| 739-01 | hydro-seeding | 5.95 | ACRE | 1,250.00 | 7,437.50 | 1,200.00 | 7,140.00 | 1,200.00 | 7,140.00 | ||
| 740-01 | construction layout | lump | LUMP | 150,000.00 | 150,000.00 | 100,000.00 | 100,000.00 | 600,000.00 | 600,000.00 | ||
| S-001 | rumble strips (ground-in) | 13.2 | MILE | 400.00 | 5,280.00 | 1,000.00 | 13,200.00 | 70.00 | 924.00 | ||
| S-002 | dynamic message sign unit | 4 | EACH | 15,500.00 | 62,000.00 | 35,000.00 | 140,000.00 | 12,000.00 | 48,000.00 | ||
| S-003 | cleaning existing ditches | 2,000 | LNFT | 10.00 | 20,000.00 | 12.00 | 24,000.00 | 15.00 | 30,000.00 | ||
| S-004 | saw cutting of portland cement concrete pavement (10" deep) |
5,544 | LNFT | 10.00 | 55,440.00 | 8.00 | 44,352.00 | 15.00 | 83,160.00 | ||
| S-005 | cleaning concrete curb | 4,000 | LNFT | 5.00 | 20,000.00 | 5.00 | 20,000.00 | 5.00 | 20,000.00 | ||
| S-006 | foreslope repair | 878.9 | SQYD | 3.00 | 2,636.70 | 5.00 | 4,394.50 | 4.00 | 3,515.60 | ||
| S-007 | pavement & base repair at rubblized pavement (20" thick) |
150.0 | SQYD | 80.00 | 12,000.00 | 150.00 | 22,500.00 | 150.00 | 22,500.00 | ||
| S-008 | rap treated interlayer (4" thick) | 45,936 | SQYD | 6.50 | 298,584.00 | 8.50 | 390,456.00 | 5.60 | 257,241.60 | ||
| S-009 | asphalt emulsion for rap treated interlayer | 55,123 | GAL | 5.25 | 289,395.75 | 3.50 | 192,930.50 | 5.60 | 308,688.80 | ||
| S-010 | lime for rap treated interlayer | 1,515.9 | CWT | 12.00 | 18,190.80 | 12.00 | 18,190.80 | 15.00 | 22,738.50 | ||
| S-011 | saw cutting asphaltic concrete patches (6" deep) | 5,280 | LNFT | 2.00 | 10,560.00 | 6.00 | 31,680.00 | 5.00 | 26,400.00 | ||
| CONTRACTOR TOTAL | 10,278,439.89 | 10,577,218.70 | 12,738,808.40 | ||||||||