| |||
| Lead Project: 059-30-0009 | |||
| Parish: ST TAMMANY | |||
| Routes: US 190 | |||
| Description: US 190 RAMPS | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, portland cement concrete pavement, traffic signalization, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $467,183.70 |
| 2 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $482,381.70 |
| 3 | 40038 | COMMAND CONSTRUCTION LLC | $488,818.90 |
| 4 | 34567 | JAMES CONSTRUCTION GROUP LLC | $631,980.50 |
| 14807 | RICHARD PRICE CONTRACTING CO., LLC | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BOH BROS. CONSTRUCTION CO., LLC. |
- 2 - BARRIERE CONSTRUCTION CO., LLC. |
- 3 - COMMAND CONSTRUCTION LLC |
- 4 - JAMES CONSTRUCTION GROUP LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 18,000.00 | 18,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 2,047 | SQYD | 7.00 | 14,329.00 | 10.00 | 20,470.00 | 30.00 | 61,410.00 | 30.00 | 61,410.00 |
| 202-02-F | removal of concrete combination curb & gutter | 128.5 | LNFT | 3.00 | 385.50 | 8.00 | 1,028.00 | 5.00 | 642.50 | 23.00 | 2,955.50 |
| 202-02-G | removal of surfacing & stabilized base | 697.7 | SQYD | 6.00 | 4,186.20 | 5.00 | 3,488.50 | 5.00 | 3,488.50 | 5.00 | 3,488.50 |
| 202-02-I | removal of existing signal equipment, signs and related items |
lump | LUMP | 1,400.00 | 1,400.00 | 1,500.00 | 1,500.00 | 500.00 | 500.00 | 1,500.00 | 1,500.00 |
| 202-02-J | removal of incidental concrete | 585 | SQYD | 5.00 | 2,925.00 | 7.00 | 4,095.00 | 5.00 | 2,925.00 | 8.00 | 4,680.00 |
| 203-06 | excavation & embankment | lump | LUMP | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 | 43,000.00 | 43,000.00 | 61,000.00 | 61,000.00 |
| 204-02 | temporary hay or straw bales | 48 | EACH | 10.00 | 480.00 | 10.00 | 480.00 | 8.00 | 384.00 | 30.00 | 1,440.00 |
| 204-04 | temporary sediment basins | 1 | EACH | 400.00 | 400.00 | 500.00 | 500.00 | 100.00 | 100.00 | 200.00 | 200.00 |
| 204-05-A | temporary sediment check dams (hay) | 1 | EACH | 60.00 | 60.00 | 50.00 | 50.00 | 200.00 | 200.00 | 500.00 | 500.00 |
| 204-06 | temporary silt fencing | 1,400 | LNFT | 1.50 | 2,100.00 | 1.70 | 2,380.00 | 3.00 | 4,200.00 | 2.00 | 2,800.00 |
| 302-02-D | class ii base course (12" thick) | 1,113.2 | SQYD | 22.00 | 24,490.40 | 20.00 | 22,264.00 | 17.00 | 18,924.40 | 20.00 | 22,264.00 |
| 302-02-E | class ii base course (8" thick) | 2,115.0 | SQYD | 16.00 | 33,840.00 | 14.00 | 29,610.00 | 15.00 | 31,725.00 | 15.00 | 31,725.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | CUYD | 30.00 | 1,500.00 | 40.00 | 2,000.00 | 1.00 | 50.00 | 46.00 | 2,300.00 |
| 502-01-B | superpave asphaltic concrete (level 2) | 554.6 | TON | 70.00 | 38,822.00 | 80.00 | 44,368.00 | 100.00 | 55,460.00 | 78.00 | 43,258.80 |
| 502-01-B-01 | superpave asphaltic conc wearing course (level 2f) | 123.2 | TON | 70.00 | 8,624.00 | 135.00 | 16,632.00 | 165.00 | 20,328.00 | 110.00 | 13,552.00 |
| 601-01-K | portland cement concrete pavement (10" thick) | 1,410.7 | SQYD | 60.00 | 84,642.00 | 49.00 | 69,124.30 | 40.00 | 56,428.00 | 58.00 | 81,820.60 |
| 601-03-K | portland cement concrete shoulder (10" thick) | 556.4 | SQYD | 60.00 | 33,384.00 | 45.00 | 25,038.00 | 40.00 | 22,256.00 | 54.00 | 30,045.60 |
| 601-04 | portland cement concrete pavement coring | 5 | EACH | 250.00 | 1,250.00 | 60.00 | 300.00 | 100.00 | 500.00 | 220.00 | 1,100.00 |
| 702-03-D | catch basins (cb-07) | 1 | EACH | 6,600.00 | 6,600.00 | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 |
| 706-02-C | concrete drive (6" thick) | 52.4 | SQYD | 60.00 | 3,144.00 | 50.00 | 2,620.00 | 30.00 | 1,572.00 | 120.00 | 6,288.00 |
| 706-03-A | incidental concrete paving (4" thick) | 10.0 | SQYD | 60.00 | 600.00 | 65.00 | 650.00 | 30.00 | 300.00 | 230.00 | 2,300.00 |
| 707-01 | concrete curb | 245.0 | LNFT | 7.00 | 1,715.00 | 16.00 | 3,920.00 | 10.00 | 2,450.00 | 40.00 | 9,800.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | 1,000.00 | 1,000.00 | 60,000.00 | 60,000.00 |
| 713-03-C-01 | temporary pavement markings (8" width)(type 1 removable) |
1,137 | LNFT | 4.00 | 4,548.00 | 4.00 | 4,548.00 | 4.00 | 4,548.00 | 4.00 | 4,548.00 |
| 713-03-E-01 | temporary pavement markings (24" width)(type 1 removable) |
890 | LNFT | 13.00 | 11,570.00 | 12.00 | 10,680.00 | 10.00 | 8,900.00 | 12.00 | 10,680.00 |
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
0.412 | MILE | 12,000.00 | 4,944.00 | 12,000.00 | 4,944.00 | 12,000.00 | 4,944.00 | 12,000.00 | 4,944.00 |
| 716-01-A | mulch (vegetative) | 1.00 | ACRE | 500.00 | 500.00 | 1,000.00 | 1,000.00 | 800.00 | 800.00 | 800.00 | 800.00 |
| 717-01 | seeding | 30 | LB | 18.00 | 540.00 | 11.00 | 330.00 | 10.00 | 300.00 | 10.00 | 300.00 |
| 718-01 | fertilizer | 1,000 | LB | 0.50 | 500.00 | 0.40 | 400.00 | 0.50 | 500.00 | 0.40 | 400.00 |
| 726-01 | bedding material | 2.0 | CUYD | 50.00 | 100.00 | 50.00 | 100.00 | 100.00 | 200.00 | 50.00 | 100.00 |
| 727-01 | mobilization | lump | LUMP | 26,000.00 | 26,000.00 | 45,000.00 | 45,000.00 | 50,000.00 | 50,000.00 | 60,000.00 | 60,000.00 |
| 729-01 | sign (type a) | 20.0 | SQFT | 32.00 | 640.00 | 35.00 | 700.00 | 30.00 | 600.00 | 30.00 | 600.00 |
| 729-19-A | dead end road installations(type a) | 1 | EACH | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 |
| 731-02 | reflectorized raised pavement markers | 313 | EACH | 5.00 | 1,565.00 | 5.00 | 1,565.00 | 5.00 | 1,565.00 | 5.00 | 1,565.00 |
| 732-01-A | plastic pavement striping (4" width) | 3,182 | LNFT | 0.40 | 1,272.80 | 0.45 | 1,431.90 | 0.50 | 1,591.00 | 0.40 | 1,272.80 |
| 732-01-C | plastic pavement striping (8" width) | 583 | LNFT | 0.85 | 495.55 | 1.00 | 583.00 | 1.00 | 583.00 | 0.80 | 466.40 |
| 732-01-E | plastic pavement striping (24" width) | 389 | LNFT | 2.75 | 1,069.75 | 3.00 | 1,167.00 | 3.00 | 1,167.00 | 2.70 | 1,050.30 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 2 | EACH | 130.00 | 260.00 | 140.00 | 280.00 | 150.00 | 300.00 | 130.00 | 260.00 |
| 732-04-B | plastic pavement legends & symbols (double arrow) | 1 | EACH | 200.00 | 200.00 | 200.00 | 200.00 | 200.00 | 200.00 | 200.00 | 200.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 2 | EACH | 160.00 | 320.00 | 170.00 | 340.00 | 200.00 | 400.00 | 150.00 | 300.00 |
| 732-05 | removal of existing markings | 0.095 | MILE | 4,800.00 | 456.00 | 5,000.00 | 475.00 | 5,000.00 | 475.00 | 4,300.00 | 408.50 |
| 736-01 | trenching and backfilling | 45 | LNFT | 5.00 | 225.00 | 5.00 | 225.00 | 5.00 | 225.00 | 4.50 | 202.50 |
| 736-04 | signal support (30' strain pole) | 1 | EACH | 6,300.00 | 6,300.00 | 6,500.00 | 6,500.00 | 7,000.00 | 7,000.00 | 6,100.00 | 6,100.00 |
| 736-05-A | signal heads (3 face; r,y,g) | 3 | EACH | 550.00 | 1,650.00 | 600.00 | 1,800.00 | 550.00 | 1,650.00 | 530.00 | 1,590.00 |
| 736-05-B | signal heads (3 face; r,<-y,<-g) | 1 | EACH | 600.00 | 600.00 | 600.00 | 600.00 | 600.00 | 600.00 | 560.00 | 560.00 |
| 736-05-C | signal heads (4 face; r,y,<-g,g) | 1 | EACH | 750.00 | 750.00 | 800.00 | 800.00 | 750.00 | 750.00 | 715.00 | 715.00 |
| 736-05-D | signal heads (3 face optically programmed; r,y,g) | 2 | EACH | 3,200.00 | 6,400.00 | 3,200.00 | 6,400.00 | 3,100.00 | 6,200.00 | 3,100.00 | 6,200.00 |
| 736-08 | signal controller (8 phase nema controller) | 1 | EACH | 14,000.00 | 14,000.00 | 14,000.00 | 14,000.00 | 15,000.00 | 15,000.00 | 13,700.00 | 13,700.00 |
| 736-09 | loop detector | 405 | LNFT | 10.00 | 4,050.00 | 10.00 | 4,050.00 | 10.00 | 4,050.00 | 9.00 | 3,645.00 |
| 736-10-A | underground junction box (type e) | 2 | EACH | 400.00 | 800.00 | 400.00 | 800.00 | 350.00 | 700.00 | 360.00 | 720.00 |
| 736-10-B | underground junction box (type h) | 1 | EACH | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 980.00 | 980.00 |
| 736-11-A | conduit (2" diameter p.e.) | 35 | LNFT | 4.00 | 140.00 | 4.00 | 140.00 | 4.00 | 140.00 | 4.00 | 140.00 |
| 736-11-B | conduit (3" diameter p.e.) | 15 | LNFT | 6.50 | 97.50 | 6.50 | 97.50 | 8.00 | 120.00 | 6.00 | 90.00 |
| 736-12-A | conductor (6c signal/#14 awg) | 380 | LNFT | 2.00 | 760.00 | 2.00 | 760.00 | 2.00 | 760.00 | 2.00 | 760.00 |
| 736-12-B | conductor (10c signal/#14 awg) | 305 | LNFT | 2.20 | 671.00 | 2.30 | 701.50 | 2.50 | 762.50 | 2.00 | 610.00 |
| 736-12-C | conductor (2c loop lead-in/#16 awg) | 30 | LNFT | 1.40 | 42.00 | 1.40 | 42.00 | 1.50 | 45.00 | 1.50 | 45.00 |
| 740-01 | construction layout | lump | LUMP | 6,000.00 | 6,000.00 | 7,000.00 | 7,000.00 | 1,000.00 | 1,000.00 | 16,000.00 | 16,000.00 |
| S-001 | modify existing catch basins | 3 | EACH | 4,000.00 | 12,000.00 | 2,000.00 | 6,000.00 | 900.00 | 2,700.00 | 2,000.00 | 6,000.00 |
| S-002 | full depth pavement sawcuts (concrete or asphalt) | 1,120 | LNFT | 7.00 | 7,840.00 | 4.20 | 4,704.00 | 10.00 | 11,200.00 | 5.00 | 5,600.00 |
| CONTRACTOR TOTAL | 467,183.70 | 482,381.70 | 488,818.90 | 631,980.50 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | 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 | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 4,500.00 | 4,500.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 6,800.00 | 6,800.00 | ||||||
| 202-02-C | removal of portland cement concrete pavement | 2,047 | SQYD | 6.00 | 12,282.00 | ||||||
| 202-02-F | removal of concrete combination curb & gutter | 128.5 | LNFT | 5.00 | 642.50 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 697.7 | SQYD | 5.00 | 3,488.50 | ||||||
| 202-02-I | removal of existing signal equipment, signs and related items |
lump | LUMP | 1,500.00 | 1,500.00 | ||||||
| 202-02-J | removal of incidental concrete | 585 | SQYD | 6.00 | 3,510.00 | ||||||
| 203-06 | excavation & embankment | lump | LUMP | 28,000.00 | 28,000.00 | ||||||
| 204-02 | temporary hay or straw bales | 48 | EACH | 10.00 | 480.00 | ||||||
| 204-04 | temporary sediment basins | 1 | EACH | 500.00 | 500.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 1 | EACH | 500.00 | 500.00 | ||||||
| 204-06 | temporary silt fencing | 1,400 | LNFT | 1.00 | 1,400.00 | ||||||
| 302-02-D | class ii base course (12" thick) | 1,113.2 | SQYD | 20.00 | 22,264.00 | ||||||
| 302-02-E | class ii base course (8" thick) | 2,115.0 | SQYD | 13.50 | 28,552.50 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 50.0 | CUYD | 50.00 | 2,500.00 | ||||||
| 502-01-B | superpave asphaltic concrete (level 2) | 554.6 | TON | 101.00 | 56,014.60 | ||||||
| 502-01-B-01 | superpave asphaltic conc wearing course (level 2f) | 123.2 | TON | 164.00 | 20,204.80 | ||||||
| 601-01-K | portland cement concrete pavement (10" thick) | 1,410.7 | SQYD | 44.00 | 62,070.80 | ||||||
| 601-03-K | portland cement concrete shoulder (10" thick) | 556.4 | SQYD | 44.00 | 24,481.60 | ||||||
| 601-04 | portland cement concrete pavement coring | 5 | EACH | 250.00 | 1,250.00 | ||||||
| 702-03-D | catch basins (cb-07) | 1 | EACH | 4,000.00 | 4,000.00 | ||||||
| 706-02-C | concrete drive (6" thick) | 52.4 | SQYD | 38.00 | 1,991.20 | ||||||
| 706-03-A | incidental concrete paving (4" thick) | 10.0 | SQYD | 40.00 | 400.00 | ||||||
| 707-01 | concrete curb | 245.0 | LNFT | 8.50 | 2,082.50 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 40,000.00 | 40,000.00 | ||||||
| 713-03-C-01 | temporary pavement markings (8" width)(type 1 removable) |
1,137 | LNFT | 4.40 | 5,002.80 | ||||||
| 713-03-E-01 | temporary pavement markings (24" width)(type 1 removable) |
890 | LNFT | 14.00 | 12,460.00 | ||||||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
0.412 | MILE | 13,068.00 | 5,384.01 | ||||||
| 716-01-A | mulch (vegetative) | 1.00 | ACRE | 880.00 | 880.00 | ||||||
| 717-01 | seeding | 30 | LB | 11.00 | 330.00 | ||||||
| 718-01 | fertilizer | 1,000 | LB | 0.40 | 400.00 | ||||||
| 726-01 | bedding material | 2.0 | CUYD | 75.00 | 150.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 19,000.00 | 19,000.00 | ||||||
| 729-01 | sign (type a) | 20.0 | SQFT | 33.00 | 660.00 | ||||||
| 729-19-A | dead end road installations(type a) | 1 | EACH | 3,500.00 | 3,500.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 313 | EACH | 5.50 | 1,721.50 | ||||||
| 732-01-A | plastic pavement striping (4" width) | 3,182 | LNFT | 0.45 | 1,431.90 | ||||||
| 732-01-C | plastic pavement striping (8" width) | 583 | LNFT | 1.00 | 583.00 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 389 | LNFT | 3.00 | 1,167.00 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 2 | EACH | 138.00 | 276.00 | ||||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 1 | EACH | 215.00 | 215.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 2 | EACH | 165.00 | 330.00 | ||||||
| 732-05 | removal of existing markings | 0.095 | MILE | 4,950.00 | 470.25 | ||||||
| 736-01 | trenching and backfilling | 45 | LNFT | 5.00 | 225.00 | ||||||
| 736-04 | signal support (30' strain pole) | 1 | EACH | 6,660.00 | 6,660.00 | ||||||
| 736-05-A | signal heads (3 face; r,y,g) | 3 | EACH | 580.00 | 1,740.00 | ||||||
| 736-05-B | signal heads (3 face; r,<-y,<-g) | 1 | EACH | 616.00 | 616.00 | ||||||
| 736-05-C | signal heads (4 face; r,y,<-g,g) | 1 | EACH | 800.00 | 800.00 | ||||||
| 736-05-D | signal heads (3 face optically programmed; r,y,g) | 2 | EACH | 3,400.00 | 6,800.00 | ||||||
| 736-08 | signal controller (8 phase nema controller) | 1 | EACH | 15,000.00 | 15,000.00 | ||||||
| 736-09 | loop detector | 405 | LNFT | 10.00 | 4,050.00 | ||||||
| 736-10-A | underground junction box (type e) | 2 | EACH | 400.00 | 800.00 | ||||||
| 736-10-B | underground junction box (type h) | 1 | EACH | 1,100.00 | 1,100.00 | ||||||
| 736-11-A | conduit (2" diameter p.e.) | 35 | LNFT | 5.00 | 175.00 | ||||||
| 736-11-B | conduit (3" diameter p.e.) | 15 | LNFT | 7.00 | 105.00 | ||||||
| 736-12-A | conductor (6c signal/#14 awg) | 380 | LNFT | 2.00 | 760.00 | ||||||
| 736-12-B | conductor (10c signal/#14 awg) | 305 | LNFT | 2.40 | 732.00 | ||||||
| 736-12-C | conductor (2c loop lead-in/#16 awg) | 30 | LNFT | 2.00 | 60.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 9,000.00 | 9,000.00 | ||||||
| S-001 | modify existing catch basins | 3 | EACH | 1,500.00 | 4,500.00 | ||||||
| S-002 | full depth pavement sawcuts (concrete or asphalt) | 1,120 | LNFT | 9.00 | 10,080.00 | ||||||
| CONTRACTOR TOTAL | IRREGULAR | ||||||||||