| |||
| DBE GOAL FED | |||
| Lead Project: 013-11-0029 | |||
| Parish: ST TAMMANY | |||
| Routes: US 190 | |||
| Description: ABITA RIVER BRIDGE TO US 190 BUSINESS | |||
| Type Const:
grading, drainage structures, class ii base course, cold planing asphaltic pavement, superpave asphaltic concrete pavement, pccp, ppc girder span bridge and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $5,156,500.02 |
| 2 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $5,342,941.31 |
| 3 | 14807 | RICHARD PRICE CONTRACTING CO, LLC | $5,343,463.12 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC. |
- 2 - BOH BROS. CONSTRUCTION CO., LLC. |
- 3 - RICHARD PRICE CONTRACTING CO, 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 | 181 | SQYD | 10.00 | 1,810.00 | 11.00 | 1,991.00 | 7.00 | 1,267.00 | ||
| 202-02-D | removal of concrete walks & drives or asphalt drives | 6,202 | SQYD | 10.00 | 62,020.00 | 5.00 | 31,010.00 | 5.50 | 34,111.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 25,403.4 | SQYD | 4.00 | 101,613.60 | 7.00 | 177,823.80 | 5.50 | 139,718.70 | ||
| 202-02-H | removal of guard rail | 445 | LNFT | 5.00 | 2,225.00 | 4.00 | 1,780.00 | 5.00 | 2,225.00 | ||
| 203-01 | general excavation | 11,663 | CUYD | 9.00 | 104,967.00 | 8.00 | 93,304.00 | 8.50 | 99,135.50 | ||
| 203-04 | embankment | 4,092 | CUYD | 12.00 | 49,104.00 | 8.00 | 32,736.00 | 12.00 | 49,104.00 | ||
| 204-02 | temporary hay or straw bales | 150 | EACH | 11.00 | 1,650.00 | 8.00 | 1,200.00 | 9.00 | 1,350.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 10 | EACH | 150.00 | 1,500.00 | 100.00 | 1,000.00 | 100.00 | 1,000.00 | ||
| 204-06 | temporary silt fencing | 20,000 | LNFT | 1.50 | 30,000.00 | 1.50 | 30,000.00 | 2.00 | 40,000.00 | ||
| 302-02-C | class ii base course (10" thick) | 29,412.2 | SQYD | 15.00 | 441,183.00 | 18.50 | 544,125.70 | 18.70 | 550,008.14 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,200.0 | CUYD | 60.00 | 72,000.00 | 30.00 | 36,000.00 | 40.00 | 48,000.00 | ||
| 502-01 | superpave asphaltic concrete | 28,242.2 | TON | 61.00 | 1,722,774.20 | 61.50 | 1,736,895.30 | 67.50 | 1,906,348.50 | ||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
100.0 | TON | 150.00 | 15,000.00 | 100.00 | 10,000.00 | 165.00 | 16,500.00 | ||
| 509-01 | cold planing asphaltic pavement | 29,948 | SQYD | 1.40 | 41,927.20 | 1.50 | 44,922.00 | 1.55 | 46,419.40 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 375 | CUYD | 7.00 | - 2,625.00 | 6.00 | - 2,250.00 | 7.00 | - 2,625.00 | ||
| 601-02-K | portland cement concrete pavement (10" thick) (crossovers & turnouts) |
820.1 | SQYD | 55.00 | 45,105.50 | 60.00 | 49,206.00 | 58.00 | 47,565.80 | ||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 12 | LNFT | 85.00 | 1,020.00 | 110.00 | 1,320.00 | 84.00 | 1,008.00 | ||
| 701-05-G | side drain pipe (18") | 432 | LNFT | 55.00 | 23,760.00 | 65.00 | 28,080.00 | 39.00 | 16,848.00 | ||
| 701-05-G-01 | side drain pipe (18")(bridge drain) | 96 | LNFT | 65.00 | 6,240.00 | 38.00 | 3,648.00 | 160.00 | 15,360.00 | ||
| 701-05-I | side drain pipe (24") | 118 | LNFT | 55.00 | 6,490.00 | 100.00 | 11,800.00 | 56.00 | 6,608.00 | ||
| 701-05-K | side drain pipe (30") | 12 | LNFT | 90.00 | 1,080.00 | 215.00 | 2,580.00 | 84.00 | 1,008.00 | ||
| 701-06-D | side drain pipe arch (24" equiv.) | 14 | LNFT | 110.00 | 1,540.00 | 175.00 | 2,450.00 | 73.00 | 1,022.00 | ||
| 701-14 | cleaning existing pipes | 100 | LNFT | 3.50 | 350.00 | 18.00 | 1,800.00 | 9.00 | 900.00 | ||
| 701-15 | concrete collar | 2 | EACH | 1,200.00 | 2,400.00 | 1,000.00 | 2,000.00 | 600.00 | 1,200.00 | ||
| 702-03-A | catch basins (cb-01) | 17 | EACH | 3,000.00 | 51,000.00 | 5,400.00 | 91,800.00 | 2,200.00 | 37,400.00 | ||
| 702-03-B | catch basins (cb-02) | 2 | EACH | 4,000.00 | 8,000.00 | 5,200.00 | 10,400.00 | 3,000.00 | 6,000.00 | ||
| 702-03-C | catch basins (cb-06) | 3 | EACH | 4,000.00 | 12,000.00 | 5,700.00 | 17,100.00 | 3,000.00 | 9,000.00 | ||
| 702-04-B | adjusting catch basins | 7 | EACH | 700.00 | 4,900.00 | 750.00 | 5,250.00 | 1,000.00 | 7,000.00 | ||
| 702-06-A | side drain end treatment (1 barrel, 18") | 1 | EACH | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 | 2,000.00 | 2,000.00 | ||
| 704-03 | blocked out guard rail | 250.0 | LNFT | 20.00 | 5,000.00 | 20.00 | 5,000.00 | 19.00 | 4,750.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 50.00 | 5,000.00 | 60.00 | 6,000.00 | 50.00 | 5,000.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,200.00 | 8,800.00 | 2,420.00 | 9,680.00 | ||
| 706-02-D | concrete drive (8" thick) | 6,220.8 | SQYD | 55.00 | 342,144.00 | 55.00 | 342,144.00 | 54.00 | 335,923.20 | ||
| 706-03-A | incidental concrete paving (4" thick) | 176.9 | SQYD | 50.00 | 8,845.00 | 55.00 | 9,729.50 | 51.00 | 9,021.90 | ||
| 707-03 | combination concrete curb & gutter | 8,791.3 | LNFT | 25.00 | 219,782.50 | 18.00 | 158,243.40 | 21.78 | 191,474.51 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | 260,000.00 | 260,000.00 | 185,000.00 | 185,000.00 | ||
| 713-03-A | temporary pavement markings (4" width) | 400 | LNFT | 0.25 | 100.00 | 0.25 | 100.00 | 0.25 | 100.00 | ||
| 713-03-B | temporary pavement markings (6" width) | 100 | LNFT | 0.35 | 35.00 | 0.35 | 35.00 | 0.35 | 35.00 | ||
| 713-03-C | temporary pavement markings (8" width) | 400 | LNFT | 0.45 | 180.00 | 0.50 | 200.00 | 0.50 | 200.00 | ||
| 713-03-D | temporary pavement markings (12" width) | 100 | LNFT | 0.95 | 95.00 | 0.75 | 75.00 | 0.70 | 70.00 | ||
| 713-03-E | temporary pavement markings (24" width) | 400 | LNFT | 1.50 | 600.00 | 1.30 | 520.00 | 1.35 | 540.00 | ||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
0.076 | MILE | 320.00 | 24.32 | 15,000.00 | 1,140.00 | 3,500.00 | 266.00 | ||
| 713-04-A-01 | temporary pvmt. markings (broken line)(4" w)(4' l) (type i removable) |
0.600 | MILE | 17,000.00 | 10,200.00 | 15,000.00 | 9,000.00 | 3,500.00 | 2,100.00 | ||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
13.750 | MILE | 370.00 | 5,087.50 | 350.00 | 4,812.50 | 358.00 | 4,922.50 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 0.076 | MILE | 1,250.00 | 95.00 | 1,200.00 | 91.20 | 1,162.00 | 88.31 | ||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
0.600 | MILE | 15,000.00 | 9,000.00 | 15,000.00 | 9,000.00 | 14,520.00 | 8,712.00 | ||
| 713-06-A | temporary pavement legends and symbols (arrow) | 12 | EACH | 60.00 | 720.00 | 60.00 | 720.00 | 58.00 | 696.00 | ||
| 713-06-C | temporary pavement legends and symbols (only) | 12 | EACH | 60.00 | 720.00 | 60.00 | 720.00 | 58.00 | 696.00 | ||
| 713-09 | temporary precast concrete barrier (department furnished) |
40 | EACH | 280.00 | 11,200.00 | 200.00 | 8,000.00 | 275.00 | 11,000.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | ||
| 724-01-A | pavement patching (6" minimum thickness) | 100 | SQYD | 55.00 | 5,500.00 | 55.00 | 5,500.00 | 61.00 | 6,100.00 | ||
| 726-01 | bedding material | 400.0 | CUYD | 40.00 | 16,000.00 | 65.00 | 26,000.00 | 35.00 | 14,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 450,000.00 | 450,000.00 | 529,000.00 | 529,000.00 | 434,000.00 | 434,000.00 | ||
| 729-01 | sign (type a) | 6.0 | SQFT | 30.00 | 180.00 | 28.00 | 168.00 | 30.00 | 180.00 | ||
| 729-08-A | mounting (2 1/2" post) | 2 | EACH | 1,400.00 | 2,800.00 | 1,300.00 | 2,600.00 | 1,450.00 | 2,900.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 80.00 | 320.00 | 80.00 | 320.00 | 80.00 | 320.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,200 | EACH | 7.00 | 8,400.00 | 6.00 | 7,200.00 | 6.50 | 7,800.00 | ||
| 732-01-A | plastic pavement striping (4" width) | 400 | LNFT | 0.70 | 280.00 | 0.70 | 280.00 | 0.75 | 300.00 | ||
| 732-01-B | plastic pavement striping (6" width) | 400 | LNFT | 1.00 | 400.00 | 1.00 | 400.00 | 1.10 | 440.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 400 | LNFT | 1.50 | 600.00 | 1.40 | 560.00 | 1.50 | 600.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 100 | LNFT | 4.50 | 450.00 | 4.00 | 400.00 | 4.30 | 430.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 5.107 | MILE | 3,700.00 | 18,895.90 | 3,600.00 | 18,385.20 | 3,630.00 | 18,538.41 | ||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.642 | MILE | 7,500.00 | 4,815.00 | 7,000.00 | 4,494.00 | 7,260.00 | 4,660.92 | ||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.289 | MILE | 22,000.00 | 6,358.00 | 21,000.00 | 6,069.00 | 21,780.00 | 6,294.42 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 1.209 | MILE | 900.00 | 1,088.10 | 900.00 | 1,088.10 | 944.00 | 1,141.29 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 46 | EACH | 200.00 | 9,200.00 | 200.00 | 9,200.00 | 209.00 | 9,614.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 31 | EACH | 250.00 | 7,750.00 | 220.00 | 6,820.00 | 231.00 | 7,161.00 | ||
| 735-01 | mailboxes | 22 | EACH | 2.00 | 44.00 | 5.00 | 110.00 | 3.00 | 66.00 | ||
| 735-02 | mailbox supports (single) | 10 | EACH | 150.00 | 1,500.00 | 130.00 | 1,300.00 | 138.00 | 1,380.00 | ||
| 735-03 | mailbox supports (double) | 2 | EACH | 200.00 | 400.00 | 190.00 | 380.00 | 350.00 | 700.00 | ||
| 735-04 | mailbox supports (multiple) | 2 | EACH | 300.00 | 600.00 | 280.00 | 560.00 | 286.00 | 572.00 | ||
| 739-01 | hydro-seeding | 15.00 | ACRE | 1,100.00 | 16,500.00 | 1,000.00 | 15,000.00 | 1,265.00 | 18,975.00 | ||
| 740-01 | construction layout | lump | LUMP | 150,000.00 | 150,000.00 | 70,000.00 | 70,000.00 | 99,000.00 | 99,000.00 | ||
| 804-01-C | precast concrete piles (16") | 960 | LNFT | 55.00 | 52,800.00 | 43.45 | 41,712.00 | 55.00 | 52,800.00 | ||
| 804-01-D | precast concrete piles (18") | 1,040 | LNFT | 75.00 | 78,000.00 | 49.50 | 51,480.00 | 71.50 | 74,360.00 | ||
| 804-12 | loading permanent piles | 2 | EACH | 600.00 | 1,200.00 | 1,000.00 | 2,000.00 | 550.00 | 1,100.00 | ||
| 805-01-F | class a concrete (bents) | 60.90 | CUYD | 1,100.00 | 66,990.00 | 1,030.00 | 62,727.00 | 1,100.00 | 66,990.00 | ||
| 805-03 | class aa concrete | 196.60 | CUYD | 850.00 | 167,110.00 | 595.00 | 116,977.00 | 825.00 | 162,195.00 | ||
| 805-08-B | precast-prestressed concrete girders (type ii) | 495.0 | LNFT | 90.00 | 44,550.00 | 90.80 | 44,946.00 | 88.00 | 43,560.00 | ||
| 805-09 | expansion joint seal | 120.00 | LNFT | 240.00 | 28,800.00 | 43.50 | 5,220.00 | 231.00 | 27,720.00 | ||
| 806-01 | deformed reinforcing steel | 65,206 | LB | 0.90 | 58,685.40 | 0.70 | 45,644.20 | 0.88 | 57,381.28 | ||
| 807-06 | structural metalwork | lump | LUMP | 16,000.00 | 16,000.00 | 5,300.00 | 5,300.00 | 15,400.00 | 15,400.00 | ||
| 810-01 | concrete railing (barrier) | 1,136.16 | LNFT | 55.00 | 62,488.80 | 48.00 | 54,535.68 | 52.80 | 59,989.24 | ||
| 813-01 | concrete approach slabs | 100.76 | SQYD | 250.00 | 25,190.00 | 203.60 | 20,514.73 | 247.50 | 24,938.10 | ||
| S-001 | pg-drain | 74 | EACH | 600.00 | 44,400.00 | 1,400.00 | 103,600.00 | 950.00 | 70,300.00 | ||
| S-002 | saw cutting concrete or asphaltic and stablized base | 4,816 | LNFT | 2.00 | 9,632.00 | 3.00 | 14,448.00 | 9.00 | 43,344.00 | ||
| S-003 | cleaning existing ditches | 3,805 | LNFT | 2.00 | 7,610.00 | 6.00 | 22,830.00 | 3.00 | 11,415.00 | ||
| S-004 | dynamic message sign unit | 2 | EACH | 11,000.00 | 22,000.00 | 12,500.00 | 25,000.00 | 21,600.00 | 43,200.00 | ||
| S-005 | paved gutter | 1,840 | LNFT | 40.00 | 73,600.00 | 58.00 | 106,720.00 | 17.25 | 31,740.00 | ||
| S-007 | impact attenuators (construction zone) | 2 | EACH | 23,000.00 | 46,000.00 | 20,000.00 | 40,000.00 | 22,000.00 | 44,000.00 | ||
| S-008 | vibration monitoring | lump | LUMP | 15,000.00 | 15,000.00 | 4,650.00 | 4,650.00 | 5,500.00 | 5,500.00 | ||
| S-101 | removal of concrete | lump | LUMP | 70,000.00 | 70,000.00 | 65,000.00 | 65,000.00 | 6,600.00 | 6,600.00 | ||
| CONTRACTOR TOTAL | 5,156,500.02 | 5,342,941.31 | 5,343,463.12 | ||||||||