| |||
| DBE GOAL FED | |||
| Lead Project: 058-01-0024 | |||
| Parish: ST TAMMANY | |||
| Routes: LA 41 | |||
| Description: JUNCTION US 11 - JUNCTION LA 36 | |||
| Type Const:
grading, drainage structures, cement treated base course, superpave asphaltic concrete pavement, pavement patching, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 06487 | HUEY STOCKSTILL, INC. | $2,058,615.40 |
| 2 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $2,086,877.03 |
| 3 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $2,106,863.00 |
| 4 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $2,424,048.65 |
| 5 | 22040 | COVINGTON PAVING CO. | $2,634,297.63 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - HUEY STOCKSTILL, INC. |
- 2 - BOH BROS. CONSTRUCTION CO., LLC. |
- 3 - BARRIERE CONSTRUCTION CO., LLC. |
- 4 - DIAMOND B CONSTRUCTION CO., L.L.C. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks and drives | 1,556 | SQYD | 9.00 | 14,004.00 | 10.00 | 15,560.00 | 9.00 | 14,004.00 | 7.70 | 11,981.20 |
| 202-02-H | removal of guard rail | 1,340 | LNFT | 4.00 | 5,360.00 | 3.60 | 4,824.00 | 7.00 | 9,380.00 | 3.30 | 4,422.00 |
| 202-02-I | removal of shoulder surfacing | 15,370.7 | SQYD | 1.00 | 15,370.70 | 1.60 | 24,593.12 | 2.00 | 30,741.40 | 1.44 | 22,133.80 |
| 202-02-J | removal of surfacing | 967 | SQYD | 9.00 | 8,703.00 | 7.00 | 6,769.00 | 4.00 | 3,868.00 | 2.41 | 2,330.47 |
| 203-08 | borrow (vehicular measurement) | 4,545 | CUYD | 10.00 | 45,450.00 | 8.50 | 38,632.50 | 10.00 | 45,450.00 | 14.00 | 63,630.00 |
| 203-08-A | borrow (vehicular meas.)(selected soils) | 1,520 | CUYD | 10.00 | 15,200.00 | 9.00 | 13,680.00 | 11.00 | 16,720.00 | 15.00 | 22,800.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,870 | CUYD | 40.00 | 74,800.00 | 48.00 | 89,760.00 | 42.00 | 78,540.00 | 37.00 | 69,190.00 |
| 502-01-B | superpave asphaltic concrete (level 2) | 8,943.8 | TON | 42.00 | 375,639.60 | 45.00 | 402,471.00 | 49.00 | 438,246.20 | 60.77 | 543,514.72 |
| 502-01-B-01 | superpave asphaltic conc wearing course (level 2f) | 10,333.5 | TON | 44.00 | 454,674.00 | 48.00 | 496,008.00 | 53.00 | 547,675.50 | 53.80 | 555,942.30 |
| 502-01-D | superpave asphaltic concrete, incidental paving (level a) |
1,563.2 | TON | 80.00 | 125,056.00 | 80.00 | 125,056.00 | 53.00 | 82,849.60 | 91.27 | 142,673.26 |
| 507-01-B | asphaltic surface treatment (2 applications) | 52,883 | SQYD | 3.00 | 158,649.00 | 2.15 | 113,698.45 | 2.40 | 126,919.20 | 2.31 | 122,159.73 |
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
6,917 | LNFT | 1.00 | 6,917.00 | 1.05 | 7,262.85 | 1.40 | 9,683.80 | 1.10 | 7,608.70 |
| 602-02-B | cleaning and resealing existing transverse pavement joints |
9,178 | LNFT | 1.25 | 11,472.50 | 1.35 | 12,390.30 | 1.60 | 14,684.80 | 1.50 | 13,767.00 |
| 602-03 | cleaning and sealing random cracks | 4,600 | LNFT | 3.00 | 13,800.00 | 3.15 | 14,490.00 | 3.50 | 16,100.00 | 3.30 | 15,180.00 |
| 602-05-G-01 | full depth patching of jointed conc pvmt (8" thick) (16.0 sq yds & under) |
98.2 | SQYD | 130.00 | 12,766.00 | 160.00 | 15,712.00 | 105.00 | 10,311.00 | 162.00 | 15,908.40 |
| 602-05-G-02 | full depth patching of jointed conc pvmt (8" thick) (16.1-48.0 sq yds) |
272.8 | SQYD | 120.00 | 32,736.00 | 145.00 | 39,556.00 | 90.00 | 24,552.00 | 151.00 | 41,192.80 |
| 602-05-G-03 | full depth patching of jointed conc pvmt (8" thick) (48.1 sq yds & over) |
1,214.1 | SQYD | 110.00 | 133,551.00 | 135.00 | 163,903.50 | 85.00 | 103,198.50 | 140.00 | 169,974.00 |
| 701-04-B | storm drain pipe arch (18" equiv. rcpa) | 16 | LNFT | 35.00 | 560.00 | 100.00 | 1,600.00 | 70.00 | 1,120.00 | 55.00 | 880.00 |
| 701-04-E | storm drain pipe arch (30" equiv. rcpa) | 138 | LNFT | 60.00 | 8,280.00 | 110.00 | 15,180.00 | 130.00 | 17,940.00 | 100.00 | 13,800.00 |
| 702-03-B | catch basins (cb-02) | 2 | EACH | 2,000.00 | 4,000.00 | 2,000.00 | 4,000.00 | 4,000.00 | 8,000.00 | 3,100.00 | 6,200.00 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 360.0 | LNFT | 23.00 | 8,280.00 | 23.00 | 8,280.00 | 28.00 | 10,080.00 | 25.00 | 9,000.00 |
| 704-03 | blocked out guard rail | 500.0 | LNFT | 14.00 | 7,000.00 | 14.50 | 7,250.00 | 15.00 | 7,500.00 | 15.00 | 7,500.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 37.00 | 7,400.00 | 40.00 | 8,000.00 | 36.00 | 7,200.00 | 40.00 | 8,000.00 |
| 704-11-A | guard rail end treatment (flared) | 8 | EACH | 1,500.00 | 12,000.00 | 1,530.00 | 12,240.00 | 1,800.00 | 14,400.00 | 1,600.00 | 12,800.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 53,000.00 | 53,000.00 |
| 713-03-C | temporary pavement markings (8" width) | 150 | LNFT | 0.10 | 15.00 | 0.21 | 31.50 | 0.25 | 37.50 | 0.22 | 33.00 |
| 713-03-E | temporary pavement markings (24" width) | 52 | LNFT | 0.30 | 15.60 | 0.63 | 32.76 | 0.75 | 39.00 | 0.66 | 34.32 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
7.550 | MILE | 200.00 | 1,510.00 | 115.00 | 868.25 | 160.00 | 1,208.00 | 330.00 | 2,491.50 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.110 | MILE | 100.00 | 611.00 | 260.00 | 1,588.60 | 50.00 | 305.50 | 280.00 | 1,710.80 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 20.900 | MILE | 200.00 | 4,180.00 | 530.00 | 11,077.00 | 100.00 | 2,090.00 | 560.00 | 11,704.00 |
| 713-06-A | temporary pavement legends and symbols (arrow) | 2 | EACH | 10.00 | 20.00 | 43.00 | 86.00 | 40.00 | 80.00 | 45.00 | 90.00 |
| 713-06-B | temporary pavement legends and symbols (double arrow) | 2 | EACH | 10.00 | 20.00 | 48.00 | 96.00 | 45.00 | 90.00 | 51.00 | 102.00 |
| 713-06-D | temporary pavement legends and symbols (rr crossing) | 1 | EACH | 20.00 | 20.00 | 135.00 | 135.00 | 125.00 | 125.00 | 140.00 | 140.00 |
| 713-06-E | temporary pavement legends and symbols (school crossing) |
12 | EACH | 20.00 | 240.00 | 185.00 | 2,220.00 | 175.00 | 2,100.00 | 196.00 | 2,352.00 |
| 713-07-A | temporary reflectorized raised pavement markers (tabs) | 1,000 | EACH | 1.50 | 1,500.00 | 3.16 | 3,160.00 | 2.00 | 2,000.00 | 2.00 | 2,000.00 |
| 714-02 | water | 40.0 | MGAL | FREE | FREE | 10.00 | 400.00 | 1.00 | 40.00 | 0.01 | 0.40 |
| 716-01-A | mulch (vegetative) | 4.00 | ACRE | 600.00 | 2,400.00 | 660.00 | 2,640.00 | 800.00 | 3,200.00 | 672.00 | 2,688.00 |
| 717-01 | seeding | 120 | LB | 7.00 | 840.00 | 7.50 | 900.00 | 8.00 | 960.00 | 7.50 | 900.00 |
| 718-01 | fertilizer | 4,000 | LB | 0.20 | 800.00 | 0.20 | 800.00 | 0.60 | 2,400.00 | 0.22 | 880.00 |
| 722-01 | project site laboratory | 1 | EACH | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 | 23,200.00 | 23,200.00 |
| 724-01-B | pavement patching (12" minimum thickness) | 600 | SQYD | 50.00 | 30,000.00 | 80.00 | 48,000.00 | 50.00 | 30,000.00 | 92.00 | 55,200.00 |
| 726-01 | bedding material | 56.0 | CUYD | 25.00 | 1,400.00 | 70.00 | 3,920.00 | 35.00 | 1,960.00 | 56.00 | 3,136.00 |
| 727-01 | mobilization | lump | LUMP | 196,000.00 | 196,000.00 | 92,000.00 | 92,000.00 | 139,000.00 | 139,000.00 | 139,000.00 | 139,000.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 60.00 | 480.00 | 60.00 | 480.00 | 100.00 | 800.00 | 72.00 | 576.00 |
| 731-02 | reflectorized raised pavement markers | 700 | EACH | 6.00 | 4,200.00 | 5.15 | 3,605.00 | 6.00 | 4,200.00 | 6.00 | 4,200.00 |
| 732-01-C | plastic pavement striping (8" width) | 150 | LNFT | 1.00 | 150.00 | 0.66 | 99.00 | 1.00 | 150.00 | 0.75 | 112.50 |
| 732-01-E | plastic pavement striping (24" width) | 52 | LNFT | 3.00 | 156.00 | 2.65 | 137.80 | 4.00 | 208.00 | 3.00 | 156.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 15.760 | MILE | 2,000.00 | 31,520.00 | 1,800.00 | 28,368.00 | 1,900.00 | 29,944.00 | 2,000.00 | 31,520.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.050 | MILE | 700.00 | 2,135.00 | 610.00 | 1,860.50 | 700.00 | 2,135.00 | 685.00 | 2,089.25 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 2 | EACH | 130.00 | 260.00 | 125.00 | 250.00 | 150.00 | 300.00 | 140.00 | 280.00 |
| 732-04-B | plastic pavement legends & symbols (double arrow) | 2 | EACH | 200.00 | 400.00 | 175.00 | 350.00 | 200.00 | 400.00 | 196.00 | 392.00 |
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 1 | EACH | 300.00 | 300.00 | 300.00 | 300.00 | 340.00 | 340.00 | 336.00 | 336.00 |
| 732-04-E | plastic pavement legends & symbols (school crossing) | 6 | EACH | 400.00 | 2,400.00 | 400.00 | 2,400.00 | 500.00 | 3,000.00 | 448.00 | 2,688.00 |
| 736-09 | loop detector | 650 | LNFT | 10.00 | 6,500.00 | 10.00 | 6,500.00 | 11.00 | 7,150.00 | 12.00 | 7,800.00 |
| 736-10 | underground junction box | 1 | EACH | 300.00 | 300.00 | 630.00 | 630.00 | 300.00 | 300.00 | 672.00 | 672.00 |
| 740-01 | construction layout | lump | LUMP | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 22,000.00 | 22,000.00 |
| S-001 | cement treated base course (12 in depth) | 33,583 | SQYD | 3.00 | 100,749.00 | 5.30 | 177,989.90 | 5.00 | 167,915.00 | 4.50 | 151,123.50 |
| S-002 | u-channel post installation | 144 | each | 34.00 | 4,896.00 | 35.00 | 5,040.00 | 40.00 | 5,760.00 | 68.00 | 9,792.00 |
| S-004 | milling concrete pavement | 533 | SQYD | 13.00 | 6,929.00 | 15.00 | 7,995.00 | 14.00 | 7,462.00 | 17.00 | 9,061.00 |
| CONTRACTOR TOTAL | 2,058,615.40 | 2,086,877.03 | 2,106,863.00 | 2,424,048.65 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - COVINGTON PAVING CO. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks and drives | 1,556 | SQYD | 7.15 | 11,125.40 | ||||||
| 202-02-H | removal of guard rail | 1,340 | LNFT | 6.00 | 8,040.00 | ||||||
| 202-02-I | removal of shoulder surfacing | 15,370.7 | SQYD | 0.08 | 1,229.65 | ||||||
| 202-02-J | removal of surfacing | 967 | SQYD | 3.25 | 3,142.75 | ||||||
| 203-08 | borrow (vehicular measurement) | 4,545 | CUYD | 11.00 | 49,995.00 | ||||||
| 203-08-A | borrow (vehicular meas.)(selected soils) | 1,520 | CUYD | 23.50 | 35,720.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,870 | CUYD | 36.57 | 68,385.90 | ||||||
| 502-01-B | superpave asphaltic concrete (level 2) | 8,943.8 | TON | 54.50 | 487,437.10 | ||||||
| 502-01-B-01 | superpave asphaltic conc wearing course (level 2f) | 10,333.5 | TON | 55.50 | 573,509.25 | ||||||
| 502-01-D | superpave asphaltic concrete, incidental paving (level a) |
1,563.2 | TON | 60.00 | 93,792.00 | ||||||
| 507-01-B | asphaltic surface treatment (2 applications) | 52,883 | SQYD | 2.31 | 122,159.73 | ||||||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
6,917 | LNFT | 1.10 | 7,608.70 | ||||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
9,178 | LNFT | 1.38 | 12,665.64 | ||||||
| 602-03 | cleaning and sealing random cracks | 4,600 | LNFT | 3.30 | 15,180.00 | ||||||
| 602-05-G-01 | full depth patching of jointed conc pvmt (8" thick) (16.0 sq yds & under) |
98.2 | SQYD | 143.00 | 14,042.60 | ||||||
| 602-05-G-02 | full depth patching of jointed conc pvmt (8" thick) (16.1-48.0 sq yds) |
272.8 | SQYD | 132.00 | 36,009.60 | ||||||
| 602-05-G-03 | full depth patching of jointed conc pvmt (8" thick) (48.1 sq yds & over) |
1,214.1 | SQYD | 121.00 | 146,906.10 | ||||||
| 701-04-B | storm drain pipe arch (18" equiv. rcpa) | 16 | LNFT | 61.00 | 976.00 | ||||||
| 701-04-E | storm drain pipe arch (30" equiv. rcpa) | 138 | LNFT | 94.00 | 12,972.00 | ||||||
| 702-03-B | catch basins (cb-02) | 2 | EACH | 3,900.00 | 7,800.00 | ||||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 360.0 | LNFT | 24.75 | 8,910.00 | ||||||
| 704-03 | blocked out guard rail | 500.0 | LNFT | 15.00 | 7,500.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 40.00 | 8,000.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 8 | EACH | 1,600.00 | 12,800.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 191,000.00 | 191,000.00 | ||||||
| 713-03-C | temporary pavement markings (8" width) | 150 | LNFT | 0.20 | 30.00 | ||||||
| 713-03-E | temporary pavement markings (24" width) | 52 | LNFT | 0.66 | 34.32 | ||||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
7.550 | MILE | 300.00 | 2,265.00 | ||||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.110 | MILE | 280.00 | 1,710.80 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 20.900 | MILE | 560.00 | 11,704.00 | ||||||
| 713-06-A | temporary pavement legends and symbols (arrow) | 2 | EACH | 45.00 | 90.00 | ||||||
| 713-06-B | temporary pavement legends and symbols (double arrow) | 2 | EACH | 50.00 | 100.00 | ||||||
| 713-06-D | temporary pavement legends and symbols (rr crossing) | 1 | EACH | 138.00 | 138.00 | ||||||
| 713-06-E | temporary pavement legends and symbols (school crossing) |
12 | EACH | 195.00 | 2,340.00 | ||||||
| 713-07-A | temporary reflectorized raised pavement markers (tabs) | 1,000 | EACH | 1.65 | 1,650.00 | ||||||
| 714-02 | water | 40.0 | MGAL | 0.01 | 0.40 | ||||||
| 716-01-A | mulch (vegetative) | 4.00 | ACRE | 660.00 | 2,640.00 | ||||||
| 717-01 | seeding | 120 | LB | 7.00 | 840.00 | ||||||
| 718-01 | fertilizer | 4,000 | LB | 0.22 | 880.00 | ||||||
| 722-01 | project site laboratory | 1 | EACH | 14,000.00 | 14,000.00 | ||||||
| 724-01-B | pavement patching (12" minimum thickness) | 600 | SQYD | 69.00 | 41,400.00 | ||||||
| 726-01 | bedding material | 56.0 | CUYD | 39.00 | 2,184.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 385,000.00 | 385,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 66.00 | 528.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 700 | EACH | 5.65 | 3,955.00 | ||||||
| 732-01-C | plastic pavement striping (8" width) | 150 | LNFT | 0.75 | 112.50 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 52 | LNFT | 2.90 | 150.80 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 15.760 | MILE | 1,950.00 | 30,732.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.050 | MILE | 670.00 | 2,043.50 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 2 | EACH | 138.00 | 276.00 | ||||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 2 | EACH | 195.00 | 390.00 | ||||||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 1 | EACH | 330.00 | 330.00 | ||||||
| 732-04-E | plastic pavement legends & symbols (school crossing) | 6 | EACH | 440.00 | 2,640.00 | ||||||
| 736-09 | loop detector | 650 | LNFT | 11.00 | 7,150.00 | ||||||
| 736-10 | underground junction box | 1 | EACH | 300.00 | 300.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 60,000.00 | 60,000.00 | ||||||
| S-001 | cement treated base course (12 in depth) | 33,583 | SQYD | 3.33 | 111,831.39 | ||||||
| S-002 | u-channel post installation | 144 | each | 45.00 | 6,480.00 | ||||||
| S-004 | milling concrete pavement | 533 | SQYD | 6.50 | 3,464.50 | ||||||
| CONTRACTOR TOTAL | 2,634,297.63 | ||||||||||