| |||
| DBE GOAL FED | |||
| Lead Project: 424-04-0040 | |||
| Parish: IBERIA | |||
| Routes: US 90 | |||
| Description: US 90 FRONTAGE ROADS (LA 14 - LA 675) | |||
| Type Const:
grading, drainage structures, class ii base course,lime treatment, superpave asphaltic concrete pavement, concrete slab span bridge and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 27634 | PHYLWAY CONSTRUCTION LLC | $3,006,893.60 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,983,815.85 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $3,058,155.70 |
| 4 | 13086 | M. MATT DURAND, LLC | $3,073,080.95 |
| 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | IRREGULAR | |
| 04089 | H & S CONSTRUCTION CO., INC. | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - PHYLWAY CONSTRUCTION LLC |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - JAMES CONSTRUCTION GROUP LLC |
- 4 - M. MATT DURAND, LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 42,000.00 | 42,000.00 |
| 202-02-C-01 | removal of portland cement concrete pavement(crossovers) |
1,925 | SQYD | 6.00 | 11,550.00 | 5.00 | 9,625.00 | 5.00 | 9,625.00 | 9.10 | 17,517.50 |
| 202-02-G | removal of surfacing & stabilized base | 2,391.8 | SQYD | 3.00 | 7,175.40 | 4.00 | 9,567.20 | 3.00 | 7,175.40 | 5.80 | 13,872.44 |
| 203-01 | general excavation | 2,699 | CUYD | 5.00 | 13,495.00 | 3.50 | 9,446.50 | 4.00 | 10,796.00 | 6.60 | 17,813.40 |
| 203-02 | drainage excavation | 1,545 | CUYD | 6.50 | 10,042.50 | 5.00 | 7,725.00 | 6.00 | 9,270.00 | 16.00 | 24,720.00 |
| 203-04 | embankment | 19,765 | CUYD | 13.75 | 271,768.75 | 12.00 | 237,180.00 | 14.00 | 276,710.00 | 11.40 | 225,321.00 |
| 204-05-A | temporary sediment check dams (hay) | 72 | EACH | 160.00 | 11,520.00 | 100.00 | 7,200.00 | 80.00 | 5,760.00 | 135.00 | 9,720.00 |
| 204-06 | temporary silt fencing | 11,409 | LNFT | 1.15 | 13,120.35 | 1.25 | 14,261.25 | 1.30 | 14,831.70 | 1.80 | 20,536.20 |
| 302-01 | class ii base course | 3,211.3 | CUYD | 48.00 | 154,142.40 | 55.00 | 176,621.50 | 47.00 | 150,931.10 | 42.60 | 136,801.38 |
| 302-02-D | class ii base course (12" thick) | 27,888.6 | SQYD | 16.00 | 446,217.60 | 16.00 | 446,217.60 | 18.00 | 501,994.80 | 14.15 | 394,623.69 |
| 304-01 | lime | 109.00 | TON | 125.00 | 13,625.00 | 110.00 | 11,990.00 | 120.00 | 13,080.00 | 108.30 | 11,804.70 |
| 304-04-D | lime treatment (type d) (12" thick) | 7,700 | SQYD | 1.25 | 9,625.00 | 1.25 | 9,625.00 | 1.50 | 11,550.00 | 2.15 | 16,555.00 |
| 305-01-A | subgrade layer (12" thick) | 38,030 | SQYD | 4.00 | 152,120.00 | 4.75 | 180,642.50 | 6.00 | 228,180.00 | 5.00 | 190,150.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
55 | CUYD | 50.00 | 2,750.00 | 60.00 | 3,300.00 | 60.00 | 3,300.00 | 66.70 | 3,668.50 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 30.00 | 15,000.00 | 30.00 | 15,000.00 | 45.00 | 22,500.00 | 51.30 | 25,650.00 |
| 502-01 | superpave asphaltic concrete | 7,730.2 | TON | 56.00 | 432,891.20 | 50.00 | 386,510.00 | 53.00 | 409,700.60 | 52.50 | 405,835.50 |
| 502-01-D | superpave asphaltic concrete, incidental paving (level a) |
506.2 | TON | 56.00 | 28,347.20 | 75.00 | 37,965.00 | 55.00 | 27,841.00 | 54.60 | 27,638.52 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 145 | LNFT | 50.00 | 7,250.00 | 80.00 | 11,600.00 | 55.00 | 7,975.00 | 50.00 | 7,250.00 |
| 701-05-G | side drain pipe (18") | 683 | LNFT | 25.00 | 17,075.00 | 35.00 | 23,905.00 | 35.00 | 23,905.00 | 29.00 | 19,807.00 |
| 701-05-I-01 | side drain pipe (24")(erosion) | 2,098 | LNFT | 33.00 | 69,234.00 | 45.00 | 94,410.00 | 45.00 | 94,410.00 | 31.00 | 65,038.00 |
| 701-10-N | reinforced concrete pipe (extension)(42") | 285 | LNFT | 110.00 | 31,350.00 | 140.00 | 39,900.00 | 110.00 | 31,350.00 | 102.50 | 29,212.50 |
| 702-03-B | catch basins (cb-02) | 4 | EACH | 2,300.00 | 9,200.00 | 3,000.00 | 12,000.00 | 3,000.00 | 12,000.00 | 3,600.00 | 14,400.00 |
| 702-07-A | cross drain safety end (type 1) | 4 | EACH | 1,600.00 | 6,400.00 | 1,300.00 | 5,200.00 | 1,500.00 | 6,000.00 | 1,400.00 | 5,600.00 |
| 702-07-B | cross drain safety end (type 2) | 3 | EACH | 2,200.00 | 6,600.00 | 4,200.00 | 12,600.00 | 2,100.00 | 6,300.00 | 4,700.00 | 14,100.00 |
| 702-08-A | side drain safety end (type 1) | 20 | EACH | 1,400.00 | 28,000.00 | 1,100.00 | 22,000.00 | 1,300.00 | 26,000.00 | 1,100.00 | 22,000.00 |
| 704-03 | blocked out guard rail | 975.0 | LNFT | 14.00 | 13,650.00 | 15.00 | 14,625.00 | 16.00 | 15,600.00 | 18.00 | 17,550.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 39.00 | 7,800.00 | 40.00 | 8,000.00 | 40.00 | 8,000.00 | 48.00 | 9,600.00 |
| 704-11-B | guard rail end treatment (tangent) | 8 | EACH | 1,800.00 | 14,400.00 | 1,800.00 | 14,400.00 | 1,775.00 | 14,200.00 | 2,200.00 | 17,600.00 |
| 706-02-C | concrete drive (6" thick) | 134.8 | SQYD | 60.00 | 8,088.00 | 45.00 | 6,066.00 | 32.00 | 4,313.60 | 41.50 | 5,594.20 |
| 712-04 | flexible revetment | 1,399 | SQYD | 33.00 | 46,167.00 | 50.00 | 69,950.00 | 46.00 | 64,354.00 | 76.40 | 106,883.60 |
| 713-01 | temporary signs & barricades | lump | LUMP | 40,000.00 | 40,000.00 | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | 74,200.00 | 74,200.00 |
| 717-01 | seeding | 204 | LB | 11.00 | 2,244.00 | 8.00 | 1,632.00 | 7.00 | 1,428.00 | 16.00 | 3,264.00 |
| 718-01 | fertilizer | 6,800 | LB | 0.22 | 1,496.00 | 0.30 | 2,040.00 | 0.20 | 1,360.00 | 1.00 | 6,800.00 |
| 726-01 | bedding material | 79.1 | CUYD | 45.00 | 3,559.50 | 50.00 | 3,955.00 | 35.00 | 2,768.50 | 48.00 | 3,796.80 |
| 727-01 | mobilization | lump | LUMP | 198,000.00 | 198,000.00 | 200,000.00 | 200,000.00 | 293,000.00 | 293,000.00 | 129,000.00 | 129,000.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 525.00 | 4,200.00 | 65.00 | 520.00 | 65.00 | 520.00 | 69.00 | 552.00 |
| 731-02 | reflectorized raised pavement markers | 291 | EACH | 5.50 | 1,600.50 | 5.50 | 1,600.50 | 5.00 | 1,455.00 | 7.00 | 2,037.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 4.412 | MILE | 2,100.00 | 9,265.20 | 2,100.00 | 9,265.20 | 2,000.00 | 8,824.00 | 2,400.00 | 10,588.80 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.206 | MILE | 850.00 | 1,875.10 | 900.00 | 1,985.40 | 800.00 | 1,764.80 | 820.00 | 1,808.92 |
| 740-01 | construction layout | lump | LUMP | 45,000.00 | 45,000.00 | 40,000.00 | 40,000.00 | 15,000.00 | 15,000.00 | 39,000.00 | 39,000.00 |
| 804-01-B | precast concrete piles (14") | 5,250 | LNFT | 27.00 | 141,750.00 | 30.00 | 157,500.00 | 25.00 | 131,250.00 | 28.50 | 149,625.00 |
| 804-05 | precast concrete test piles | 1 | EACH | 15,500.00 | 15,500.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 12,600.00 | 12,600.00 |
| 804-09 | loading test piles | 1 | EACH | 15,500.00 | 15,500.00 | 4,500.00 | 4,500.00 | 2,000.00 | 2,000.00 | 1,200.00 | 1,200.00 |
| 804-10 | reloading test piles | 1 | EACH | 550.00 | 550.00 | 100.00 | 100.00 | 250.00 | 250.00 | 110.00 | 110.00 |
| 804-11 | redriving test piles | 1 | EACH | 550.00 | 550.00 | 100.00 | 100.00 | 250.00 | 250.00 | 110.00 | 110.00 |
| 804-12 | loading permanent piles | 2 | EACH | 1,000.00 | 2,000.00 | 100.00 | 200.00 | 250.00 | 500.00 | 110.00 | 220.00 |
| 804-17 | dynamic monitoring | 3 | EACH | 1,600.00 | 4,800.00 | 1,200.00 | 3,600.00 | 1,000.00 | 3,000.00 | 342.00 | 1,026.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 18.96 | CUYD | 900.00 | 17,064.00 | 750.00 | 14,220.00 | 900.00 | 17,064.00 | 725.00 | 13,746.00 |
| 805-01-F | class a concrete (bents) | 119.48 | CUYD | 525.00 | 62,727.00 | 550.00 | 65,714.00 | 525.00 | 62,727.00 | 722.00 | 86,264.56 |
| 805-03 | class aa concrete | 432.72 | CUYD | 475.00 | 205,542.00 | 400.00 | 173,088.00 | 300.00 | 129,816.00 | 427.00 | 184,771.44 |
| 805-12-I-01 | reinforced concrete box culverts (5'x 5')(extension) | 240.0 | LNFT | 550.00 | 132,000.00 | 425.00 | 102,000.00 | 400.00 | 96,000.00 | 390.00 | 93,600.00 |
| 806-01 | deformed reinforcing steel | 99,182 | LB | 0.65 | 64,468.30 | 0.60 | 59,509.20 | 0.60 | 59,509.20 | 0.91 | 90,255.62 |
| 810-01 | concrete railing (barrier) | 480.00 | LNFT | 52.00 | 24,960.00 | 45.00 | 21,600.00 | 30.00 | 14,400.00 | 45.00 | 21,600.00 |
| 813-01 | concrete approach slabs | 728.88 | SQYD | 150.00 | 109,332.00 | 150.00 | 109,332.00 | 120.00 | 87,465.60 | 171.00 | 124,638.48 |
| S-001 | paved embankment widening (asphaltic or concrete) | 889.2 | SQYD | 18.00 | 16,005.60 | 35.00 | 31,122.00 | 37.00 | 32,900.40 | 46.00 | 40,903.20 |
| S-002 | field office (equipped) | lump | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 58,300.00 | 58,300.00 |
| S-101 | dynamic analysis | 3 | EACH | 1,100.00 | 3,300.00 | 900.00 | 2,700.00 | 750.00 | 2,250.00 | 1,400.00 | 4,200.00 |
| CONTRACTOR TOTAL | 3,006,893.60 | 2,983,815.85 | 3,058,155.70 | 3,073,080.95 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | DIAMOND B CONSTRUCTION CO., L.L.C. |
H & S CONSTRUCTION CO., INC. |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 | ||||
| 202-02-C-01 | removal of portland cement concrete pavement(crossovers) |
1,925 | SQYD | 8.00 | 15,400.00 | 10.00 | 19,250.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 2,391.8 | SQYD | 8.00 | 19,134.40 | 5.00 | 11,959.00 | ||||
| 203-01 | general excavation | 2,699 | CUYD | 10.00 | 26,990.00 | 4.35 | 11,740.65 | ||||
| 203-02 | drainage excavation | 1,545 | CUYD | 10.00 | 15,450.00 | 6.00 | 9,270.00 | ||||
| 203-04 | embankment | 19,765 | CUYD | 15.00 | 296,475.00 | 15.00 | 296,475.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 72 | EACH | 110.00 | 7,920.00 | 100.00 | 7,200.00 | ||||
| 204-06 | temporary silt fencing | 11,409 | LNFT | 3.00 | 34,227.00 | 1.25 | 14,261.25 | ||||
| 302-01 | class ii base course | 3,211.3 | CUYD | 45.00 | 144,508.50 | 40.00 | 128,452.00 | ||||
| 302-02-D | class ii base course (12" thick) | 27,888.6 | SQYD | 21.00 | 585,660.60 | 17.00 | 474,106.20 | ||||
| 304-01 | lime | 109.00 | TON | 111.00 | 12,099.00 | 118.00 | 12,862.00 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 7,700 | SQYD | 2.50 | 19,250.00 | 1.50 | 11,550.00 | ||||
| 305-01-A | subgrade layer (12" thick) | 38,030 | SQYD | 4.00 | 152,120.00 | 440.00 | 16,733,200.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
55 | CUYD | 51.00 | 2,805.00 | 50.00 | 2,750.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 36.00 | 18,000.00 | 27.00 | 13,500.00 | ||||
| 502-01 | superpave asphaltic concrete | 7,730.2 | TON | 56.45 | 436,369.79 | 44.00 | 340,128.80 | ||||
| 502-01-D | superpave asphaltic concrete, incidental paving (level a) |
506.2 | TON | 85.00 | 43,027.00 | 46.00 | 23,285.20 | ||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 145 | LNFT | 145.00 | 21,025.00 | 63.30 | 9,178.50 | ||||
| 701-05-G | side drain pipe (18") | 683 | LNFT | 38.00 | 25,954.00 | 40.00 | 27,320.00 | ||||
| 701-05-I-01 | side drain pipe (24")(erosion) | 2,098 | LNFT | 36.00 | 75,528.00 | 51.80 | 108,676.40 | ||||
| 701-10-N | reinforced concrete pipe (extension)(42") | 285 | LNFT | 200.00 | 57,000.00 | 126.00 | 35,910.00 | ||||
| 702-03-B | catch basins (cb-02) | 4 | EACH | 3,500.00 | 14,000.00 | 3,450.00 | 13,800.00 | ||||
| 702-07-A | cross drain safety end (type 1) | 4 | EACH | 1,500.00 | 6,000.00 | 1,610.00 | 6,440.00 | ||||
| 702-07-B | cross drain safety end (type 2) | 3 | EACH | 3,500.00 | 10,500.00 | 2,300.00 | 6,900.00 | ||||
| 702-08-A | side drain safety end (type 1) | 20 | EACH | 1,500.00 | 30,000.00 | 1,380.00 | 27,600.00 | ||||
| 704-03 | blocked out guard rail | 975.0 | LNFT | 19.00 | 18,525.00 | 15.40 | 15,015.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 49.00 | 9,800.00 | 41.40 | 8,280.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 8 | EACH | 1,900.00 | 15,200.00 | 1,904.00 | 15,232.00 | ||||
| 706-02-C | concrete drive (6" thick) | 134.8 | SQYD | 39.00 | 5,257.20 | 36.80 | 4,960.64 | ||||
| 712-04 | flexible revetment | 1,399 | SQYD | 51.00 | 71,349.00 | 52.90 | 74,007.10 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 30,000.00 | 30,000.00 | 100,000.00 | 100,000.00 | ||||
| 717-01 | seeding | 204 | LB | 8.00 | 1,632.00 | 10.00 | 2,040.00 | ||||
| 718-01 | fertilizer | 6,800 | LB | 1.00 | 6,800.00 | 0.50 | 3,400.00 | ||||
| 726-01 | bedding material | 79.1 | CUYD | 51.50 | 4,073.65 | 40.30 | 3,187.73 | ||||
| 727-01 | mobilization | lump | LUMP | 250,000.00 | 250,000.00 | 100,000.00 | 100,000.00 | ||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 76.00 | 608.00 | 67.00 | 536.00 | ||||
| 731-02 | reflectorized raised pavement markers | 291 | EACH | 5.50 | 1,600.50 | 6.70 | 1,949.70 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 4.412 | MILE | 2,000.00 | 8,824.00 | 2,320.00 | 10,235.84 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.206 | MILE | 731.00 | 1,612.58 | 792.00 | 1,747.15 | ||||
| 740-01 | construction layout | lump | LUMP | 80,000.00 | 80,000.00 | 20,000.00 | 20,000.00 | ||||
| 804-01-B | precast concrete piles (14") | 5,250 | LNFT | 62.50 | 328,125.00 | 31.40 | 164,850.00 | ||||
| 804-05 | precast concrete test piles | 1 | EACH | 19,000.00 | 19,000.00 | 7,840.00 | 7,840.00 | ||||
| 804-09 | loading test piles | 1 | EACH | 5,000.00 | 5,000.00 | 5,712.00 | 5,712.00 | ||||
| 804-10 | reloading test piles | 1 | EACH | 250.00 | 250.00 | 2.00 | 2.00 | ||||
| 804-11 | redriving test piles | 1 | EACH | 650.00 | 650.00 | 2.00 | 2.00 | ||||
| 804-12 | loading permanent piles | 2 | EACH | 1,400.00 | 2,800.00 | 2.00 | 4.00 | ||||
| 804-17 | dynamic monitoring | 3 | EACH | 3,500.00 | 10,500.00 | 2,240.00 | 6,720.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 18.96 | CUYD | 816.00 | 15,471.36 | 1,035.00 | 19,623.60 | ||||
| 805-01-F | class a concrete (bents) | 119.48 | CUYD | 750.00 | 89,610.00 | 728.00 | 86,981.44 | ||||
| 805-03 | class aa concrete | 432.72 | CUYD | 550.00 | 237,996.00 | 481.00 | 208,138.32 | ||||
| 805-12-I-01 | reinforced concrete box culverts (5'x 5')(extension) | 240.0 | LNFT | 750.00 | 180,000.00 | 460.00 | 110,400.00 | ||||
| 806-01 | deformed reinforcing steel | 99,182 | LB | 0.60 | 59,509.20 | 0.94 | 93,231.08 | ||||
| 810-01 | concrete railing (barrier) | 480.00 | LNFT | 60.00 | 28,800.00 | 40.00 | 19,200.00 | ||||
| 813-01 | concrete approach slabs | 728.88 | SQYD | 160.00 | 116,620.80 | 168.00 | 122,451.84 | ||||
| S-001 | paved embankment widening (asphaltic or concrete) | 889.2 | SQYD | 35.00 | 31,122.00 | 44.00 | 39,124.80 | ||||
| S-002 | field office (equipped) | lump | LUMP | NO BID | NO BID | 7,500.00 | 7,500.00 | ||||
| S-101 | dynamic analysis | 3 | EACH | 4,000.00 | 12,000.00 | 2,240.00 | 6,720.00 | ||||
| CONTRACTOR TOTAL | IRREGULAR | IRREGULAR | |||||||||