| |||
| DBE GOAL FED | |||
| Lead Project: 827-03-0023 | |||
| Parish: JEFF DAVIS | |||
| Routes: LA 102 | |||
| Description: LA 102 WIDENING (LA 97 TO I-10) | |||
| Type Const:
clearing and grubbing, grading, drainage structures, pavement patching, and related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 38299 | K.A.S. CONSTRUCTION LLC | $1,507,087.90 |
| 2 | 27634 | PHYLWAY CONSTRUCTION LLC | $1,582,463.50 |
| 3 | 14096 | BESSETTE DEVELOPMENT CORP. | $1,703,918.00 |
| 4 | 00568 | MERRICK CONSTRUCTION CO. | $1,794,479.40 |
| 5 | 08815 | W. E. MCDONALD & SON, LLC. | $1,848,208.80 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - K.A.S. CONSTRUCTION LLC |
- 2 - PHYLWAY CONSTRUCTION LLC |
- 3 - BESSETTE DEVELOPMENT CORP. |
- 4 - MERRICK CONSTRUCTION CO. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 55,000.00 | 55,000.00 | 25,000.00 | 25,000.00 | 60,000.00 | 60,000.00 | 200,000.00 | 200,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 6,000.00 | 6,000.00 |
| 202-02-D | removal of concrete walks & drives | 488 | SQYD | 12.00 | 5,856.00 | 8.00 | 3,904.00 | 10.00 | 4,880.00 | 3.00 | 1,464.00 |
| 203-01 | general excavation | 188 | CUYD | 10.00 | 1,880.00 | 40.00 | 7,520.00 | 10.00 | 1,880.00 | 4.00 | 752.00 |
| 203-03 | muck excavation | 300 | CUYD | 13.00 | 3,900.00 | 42.00 | 12,600.00 | 10.00 | 3,000.00 | 4.00 | 1,200.00 |
| 203-08 | borrow (vehicular measurement) | 1,251 | CUYD | 11.00 | 13,761.00 | 17.00 | 21,267.00 | 20.00 | 25,020.00 | 10.00 | 12,510.00 |
| 204-02 | temporary hay or straw bales | 1,100 | EACH | 6.00 | 6,600.00 | 5.50 | 6,050.00 | 10.00 | 11,000.00 | 2.00 | 2,200.00 |
| 204-04 | temporary sediment basins | 6 | EACH | 550.00 | 3,300.00 | 120.00 | 720.00 | 400.00 | 2,400.00 | 5.00 | 30.00 |
| 204-05-A | temporary sediment check dams (hay) | 10 | EACH | 275.00 | 2,750.00 | 110.00 | 1,100.00 | 150.00 | 1,500.00 | 10.00 | 100.00 |
| 204-06 | temporary silt fencing | 3,000 | LNFT | 1.75 | 5,250.00 | 1.50 | 4,500.00 | 1.60 | 4,800.00 | 0.50 | 1,500.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 162.2 | CUYD | 42.00 | 6,812.40 | 35.00 | 5,677.00 | 55.00 | 8,921.00 | 100.00 | 16,220.00 |
| 701-04-A | storm drain pipe arch (15" equiv. rcpa) | 1,206 | LNFT | 47.00 | 56,682.00 | 53.00 | 63,918.00 | 40.00 | 48,240.00 | 60.00 | 72,360.00 |
| 701-04-B | storm drain pipe arch (18" equiv. rcpa) | 1,234 | LNFT | 55.00 | 67,870.00 | 55.00 | 67,870.00 | 40.00 | 49,360.00 | 65.00 | 80,210.00 |
| 701-04-D | storm drain pipe arch (24" equiv. rcpa) | 495 | LNFT | 65.00 | 32,175.00 | 75.00 | 37,125.00 | 50.00 | 24,750.00 | 70.00 | 34,650.00 |
| 701-04-E | storm drain pipe arch (30" equiv. rcpa) | 2,639 | LNFT | 82.00 | 216,398.00 | 92.00 | 242,788.00 | 60.00 | 158,340.00 | 80.00 | 211,120.00 |
| 701-04-F | storm drain pipe arch (36" equiv. rcpa) | 15 | LNFT | 90.00 | 1,350.00 | 170.00 | 2,550.00 | 70.00 | 1,050.00 | 100.00 | 1,500.00 |
| 701-04-H | storm drain pipe arch (48" equiv. rcpa) | 723 | LNFT | 165.00 | 119,295.00 | 180.00 | 130,140.00 | 130.00 | 93,990.00 | 150.00 | 108,450.00 |
| 701-07-C | yard drain pipe (8") | 30 | LNFT | 12.00 | 360.00 | 20.00 | 600.00 | 30.00 | 900.00 | 30.00 | 900.00 |
| 702-02-B | manholes (r-cb-11) | 22 | EACH | 2,650.00 | 58,300.00 | 2,000.00 | 44,000.00 | 2,500.00 | 55,000.00 | 3,000.00 | 66,000.00 |
| 702-02-C | manholes (r-cb-11 mod) | 2 | EACH | 2,875.00 | 5,750.00 | 2,500.00 | 5,000.00 | 3,500.00 | 7,000.00 | 4,000.00 | 8,000.00 |
| 702-02-D | manholes (r-cb-12) | 3 | EACH | 3,900.00 | 11,700.00 | 3,000.00 | 9,000.00 | 2,500.00 | 7,500.00 | 1,000.00 | 3,000.00 |
| 702-03-A | catch basins (cb-01) | 64 | EACH | 2,400.00 | 153,600.00 | 1,900.00 | 121,600.00 | 3,000.00 | 192,000.00 | 2,000.00 | 128,000.00 |
| 702-03-B | catch basins (cb-02) | 7 | EACH | 4,000.00 | 28,000.00 | 2,500.00 | 17,500.00 | 4,000.00 | 28,000.00 | 4,000.00 | 28,000.00 |
| 702-03-D-01 | catch basins (cb-07)(special detail) | 36 | EACH | 2,400.00 | 86,400.00 | 1,500.00 | 54,000.00 | 4,000.00 | 144,000.00 | 3,000.00 | 108,000.00 |
| 702-03-F-01 | catch basins (cb-08)(special detail) | 4 | EACH | 2,900.00 | 11,600.00 | 2,200.00 | 8,800.00 | 5,000.00 | 20,000.00 | 4,000.00 | 16,000.00 |
| 702-03-H | catch basins (cb-05) | 2 | EACH | 1,875.00 | 3,750.00 | 1,000.00 | 2,000.00 | 1,500.00 | 3,000.00 | 1,000.00 | 2,000.00 |
| 706-02-C | concrete drive (6" thick) | 248.7 | SQYD | 45.00 | 11,191.50 | 35.00 | 8,704.50 | 40.00 | 9,948.00 | 20.00 | 4,974.00 |
| 710-01 | flowable fill | 4,680 | CUYD | 15.00 | 70,200.00 | 54.00 | 252,720.00 | 50.00 | 234,000.00 | 20.00 | 93,600.00 |
| 711-01-D | riprap (55 lb, 18" thick) | 40 | SQYD | 45.00 | 1,800.00 | 55.00 | 2,200.00 | 200.00 | 8,000.00 | 50.00 | 2,000.00 |
| 712-04 | flexible revetment | 8 | SQYD | 38.00 | 304.00 | 200.00 | 1,600.00 | 100.00 | 800.00 | 100.00 | 800.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 45,000.00 | 45,000.00 | 22,000.00 | 22,000.00 | 50,000.00 | 50,000.00 | 160,000.00 | 160,000.00 |
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
0.061 | MILE | 25,000.00 | 1,525.00 | 16,000.00 | 976.00 | 50,000.00 | 3,050.00 | 15,000.00 | 915.00 |
| 716-01-A | mulch (vegetative) | 4.00 | ACRE | 900.00 | 3,600.00 | 750.00 | 3,000.00 | 1,000.00 | 4,000.00 | 200.00 | 800.00 |
| 717-01 | seeding | 120 | LB | 15.00 | 1,800.00 | 10.00 | 1,200.00 | 15.00 | 1,800.00 | 5.00 | 600.00 |
| 718-01 | fertilizer | 4,000 | LB | 0.35 | 1,400.00 | 0.20 | 800.00 | 0.50 | 2,000.00 | 0.10 | 400.00 |
| 722-01 | project site laboratory | 1 | EACH | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 8,000.00 | 8,000.00 | 1,000.00 | 1,000.00 |
| 724-01-A | pavement patching (6" minimum thickness) | 506 | SQYD | 50.00 | 25,300.00 | 60.00 | 30,360.00 | 55.00 | 27,830.00 | 50.00 | 25,300.00 |
| 726-01 | bedding material | 811.0 | CUYD | 52.00 | 42,172.00 | 45.00 | 36,495.00 | 70.00 | 56,770.00 | 15.00 | 12,165.00 |
| 727-01 | mobilization | lump | LUMP | 120,000.00 | 120,000.00 | 110,000.00 | 110,000.00 | 50,000.00 | 50,000.00 | 170,000.00 | 170,000.00 |
| 735-02 | mailbox supports (single) | 10 | EACH | 175.00 | 1,750.00 | 145.00 | 1,450.00 | 200.00 | 2,000.00 | 100.00 | 1,000.00 |
| 740-01 | construction layout | lump | LUMP | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 100,000.00 | 100,000.00 |
| 742-01 | sanitary sewer pipe (8") | 240 | LNFT | 15.00 | 3,600.00 | 30.00 | 7,200.00 | 25.00 | 6,000.00 | 15.00 | 3,600.00 |
| 742-02 | adjusting sanitary sewer house connections | 27 | EACH | 300.00 | 8,100.00 | 400.00 | 10,800.00 | 600.00 | 16,200.00 | 150.00 | 4,050.00 |
| 742-03 | adjusting sanitary sewer service lines | 175 | LNFT | 15.00 | 2,625.00 | 20.00 | 3,500.00 | 500.00 | 87,500.00 | FREE | FREE |
| 805-01-A | class a concrete (pipe headwalls) | 4.46 | CUYD | 700.00 | 3,122.00 | 1,000.00 | 4,460.00 | 500.00 | 2,230.00 | 1,000.00 | 4,460.00 |
| 806-01 | deformed reinforcing steel | 311 | LB | 1.00 | 311.00 | 4.00 | 1,244.00 | 1.00 | 311.00 | 0.40 | 124.40 |
| S-001 | cured-in-place-pipe (cipp) rehabilitation (8") | 3,341 | LNFT | 28.00 | 93,548.00 | 25.00 | 83,525.00 | 28.00 | 93,548.00 | 25.00 | 83,525.00 |
| S-002 | service reconnection | 27 | EACH | 200.00 | 5,400.00 | 150.00 | 4,050.00 | 200.00 | 5,400.00 | 150.00 | 4,050.00 |
| S-003 | service connection lining | 30.0 | LNFT | 200.00 | 6,000.00 | 165.00 | 4,950.00 | 200.00 | 6,000.00 | 165.00 | 4,950.00 |
| S-004 | month of extended maintenance | 6 | EACH | 7,500.00 | 45,000.00 | 7,500.00 | 45,000.00 | 7,000.00 | 42,000.00 | 1,000.00 | 6,000.00 |
| CONTRACTOR TOTAL | 1,507,087.90 | 1,582,463.50 | 1,703,918.00 | 1,794,479.40 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - W. E. MCDONALD & SON, LLC. |
|
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|
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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 | 120,000.00 | 120,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 125,000.00 | 125,000.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 488 | SQYD | 15.00 | 7,320.00 | ||||||
| 203-01 | general excavation | 188 | CUYD | 10.00 | 1,880.00 | ||||||
| 203-03 | muck excavation | 300 | CUYD | 15.00 | 4,500.00 | ||||||
| 203-08 | borrow (vehicular measurement) | 1,251 | CUYD | 1.00 | 1,251.00 | ||||||
| 204-02 | temporary hay or straw bales | 1,100 | EACH | 7.50 | 8,250.00 | ||||||
| 204-04 | temporary sediment basins | 6 | EACH | 500.00 | 3,000.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 10 | EACH | 500.00 | 5,000.00 | ||||||
| 204-06 | temporary silt fencing | 3,000 | LNFT | 2.50 | 7,500.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 162.2 | CUYD | 100.00 | 16,220.00 | ||||||
| 701-04-A | storm drain pipe arch (15" equiv. rcpa) | 1,206 | LNFT | 48.00 | 57,888.00 | ||||||
| 701-04-B | storm drain pipe arch (18" equiv. rcpa) | 1,234 | LNFT | 55.00 | 67,870.00 | ||||||
| 701-04-D | storm drain pipe arch (24" equiv. rcpa) | 495 | LNFT | 71.00 | 35,145.00 | ||||||
| 701-04-E | storm drain pipe arch (30" equiv. rcpa) | 2,639 | LNFT | 90.00 | 237,510.00 | ||||||
| 701-04-F | storm drain pipe arch (36" equiv. rcpa) | 15 | LNFT | 110.00 | 1,650.00 | ||||||
| 701-04-H | storm drain pipe arch (48" equiv. rcpa) | 723 | LNFT | 135.00 | 97,605.00 | ||||||
| 701-07-C | yard drain pipe (8") | 30 | LNFT | 25.00 | 750.00 | ||||||
| 702-02-B | manholes (r-cb-11) | 22 | EACH | 4,000.00 | 88,000.00 | ||||||
| 702-02-C | manholes (r-cb-11 mod) | 2 | EACH | 5,500.00 | 11,000.00 | ||||||
| 702-02-D | manholes (r-cb-12) | 3 | EACH | 7,000.00 | 21,000.00 | ||||||
| 702-03-A | catch basins (cb-01) | 64 | EACH | 2,500.00 | 160,000.00 | ||||||
| 702-03-B | catch basins (cb-02) | 7 | EACH | 3,800.00 | 26,600.00 | ||||||
| 702-03-D-01 | catch basins (cb-07)(special detail) | 36 | EACH | 4,500.00 | 162,000.00 | ||||||
| 702-03-F-01 | catch basins (cb-08)(special detail) | 4 | EACH | 6,500.00 | 26,000.00 | ||||||
| 702-03-H | catch basins (cb-05) | 2 | EACH | 3,000.00 | 6,000.00 | ||||||
| 706-02-C | concrete drive (6" thick) | 248.7 | SQYD | 40.00 | 9,948.00 | ||||||
| 710-01 | flowable fill | 4,680 | CUYD | 0.01 | 46.80 | ||||||
| 711-01-D | riprap (55 lb, 18" thick) | 40 | SQYD | 100.00 | 4,000.00 | ||||||
| 712-04 | flexible revetment | 8 | SQYD | 50.00 | 400.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 50,000.00 | 50,000.00 | ||||||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
0.061 | MILE | 40,000.00 | 2,440.00 | ||||||
| 716-01-A | mulch (vegetative) | 4.00 | ACRE | 1,000.00 | 4,000.00 | ||||||
| 717-01 | seeding | 120 | LB | 10.00 | 1,200.00 | ||||||
| 718-01 | fertilizer | 4,000 | LB | 0.35 | 1,400.00 | ||||||
| 722-01 | project site laboratory | 1 | EACH | 4,000.00 | 4,000.00 | ||||||
| 724-01-A | pavement patching (6" minimum thickness) | 506 | SQYD | 65.00 | 32,890.00 | ||||||
| 726-01 | bedding material | 811.0 | CUYD | 60.00 | 48,660.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 158,000.00 | 158,000.00 | ||||||
| 735-02 | mailbox supports (single) | 10 | EACH | 150.00 | 1,500.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 21,000.00 | 21,000.00 | ||||||
| 742-01 | sanitary sewer pipe (8") | 240 | LNFT | 30.00 | 7,200.00 | ||||||
| 742-02 | adjusting sanitary sewer house connections | 27 | EACH | 500.00 | 13,500.00 | ||||||
| 742-03 | adjusting sanitary sewer service lines | 175 | LNFT | 15.00 | 2,625.00 | ||||||
| 805-01-A | class a concrete (pipe headwalls) | 4.46 | CUYD | 2,000.00 | 8,920.00 | ||||||
| 806-01 | deformed reinforcing steel | 311 | LB | 3.00 | 933.00 | ||||||
| S-001 | cured-in-place-pipe (cipp) rehabilitation (8") | 3,341 | LNFT | 27.00 | 90,207.00 | ||||||
| S-002 | service reconnection | 27 | EACH | 200.00 | 5,400.00 | ||||||
| S-003 | service connection lining | 30.0 | LNFT | 200.00 | 6,000.00 | ||||||
| S-004 | month of extended maintenance | 6 | EACH | 12,500.00 | 75,000.00 | ||||||
| CONTRACTOR TOTAL | 1,848,208.80 | ||||||||||