| |||
| DBE GOAL FED | |||
| Lead Project: 095-02-0015 | |||
| Parish: CADDO | |||
| Routes: I-49, LA 168 | |||
| Description: I-49 NORTH (LA 168 TO ARKANSAS STATE LINE) | |||
| Type Const:
clearing and grubbing, excavation, embankment, drainage structures, and related work. | |||
| Estimated Construction Cost: $5,148,998.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 39670 | EUTAW CONSTRUCTION CO. INC. | $4,538,925.00 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $4,557,128.97 |
| 3 | 40615 | SPECIALTY TRACKHOE & DOZER SERV.INC | $4,771,735.61 |
| 4 | 01480 | A.K. GILLIS & SONS, INC. | $5,171,632.24 |
| 5 | 36374 | BEST-YET BUILDERS, LLC | $6,216,273.28 |
| 6 | 39462 | DENTON-JAMES LLC | $6,734,803.90 |
| 41491 | CLEVE BATTE CONSTRUCTION INC. | IRREGULAR |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - EUTAW CONSTRUCTION CO. INC. |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - SPECIALTY TRACKHOE & DOZER SERV.INC |
- 4 - A.K. GILLIS & SONS, INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 100,000.00 | 100,000.00 | 250,000.00 | 250,000.00 | 300,000.00 | 300,000.00 | 266,000.00 | 266,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 100.00 | 100.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 46,800.00 | 46,800.00 |
| 202-02-01 | removal of brick veneer house on slab (35' x 80' station 134+00 left of cen terline) |
1 | EACH | 5,000.00 | 5,000.00 | 1.00 | 1.00 | 5,000.00 | 5,000.00 | 5,200.00 | 5,200.00 |
| 202-02-02 | removal of wood frame house on piers (30' x 55' station 138+70 right of cen terline) |
1 | EACH | 5,000.00 | 5,000.00 | 1.00 | 1.00 | 4,000.00 | 4,000.00 | 3,000.00 | 3,000.00 |
| 202-02-03 | removal of wood frame shed (10' x 12' station 139+60 right of centerline) |
1 | EACH | 500.00 | 500.00 | 1.00 | 1.00 | 500.00 | 500.00 | 600.00 | 600.00 |
| 202-02-04 | removal of wood frame house on slab (25' x 40' station 177+60 right of cent erline) |
1 | EACH | 5,000.00 | 5,000.00 | 1.00 | 1.00 | 4,000.00 | 4,000.00 | 3,800.00 | 3,800.00 |
| 202-02-05 | removal of wood frame house on piers (50' x 70' station 180+00 on centerlin e) |
1 | EACH | 5,000.00 | 5,000.00 | 1.00 | 1.00 | 4,000.00 | 4,000.00 | 6,600.00 | 6,600.00 |
| 202-02-06 | removal of metal garage (25' x 25' station 180+50 left of centerline) |
1 | EACH | 500.00 | 500.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 |
| 202-02-07 | removal of wood frame storage building on piers (10' x 30' right of centerl ine) |
1 | EACH | 500.00 | 500.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 2,600.00 | 2,600.00 |
| 202-02-08 | removal of existing sewer tank (station 133+32 right of centerline) |
1 | EACH | 500.00 | 500.00 | 1,300.00 | 1,300.00 | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 |
| 202-02-09 | removal of existing sewer tank (station 133+71 left of centerline) |
1 | EACH | 500.00 | 500.00 | 1,300.00 | 1,300.00 | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 |
| 202-02-10 | removal of existing sewer tank (station 139+48 right of centerline) |
1 | EACH | 500.00 | 500.00 | 1,300.00 | 1,300.00 | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 |
| 203-01 | general excavation | 632,619 | CUYD | 3.35 | 2,119,273.65 | 2.00 | 1,265,238.00 | 2.00 | 1,265,238.00 | 2.76 | 1,746,028.44 |
| 203-02 | drainage excavation | 3,891 | CUYD | 3.00 | 11,673.00 | 8.00 | 31,128.00 | 5.00 | 19,455.00 | 5.84 | 22,723.44 |
| 203-03 | muck excavation | 4,500 | CUYD | 5.00 | 22,500.00 | 8.00 | 36,000.00 | 5.00 | 22,500.00 | 5.96 | 26,820.00 |
| 203-04 | embankment | 475,747 | CUYD | 1.50 | 713,620.50 | 2.66 | 1,265,487.02 | 1.80 | 856,344.60 | 1.81 | 861,102.07 |
| 204-02 | temporary hay or straw bales | 1,000 | EACH | 8.00 | 8,000.00 | 10.00 | 10,000.00 | 8.00 | 8,000.00 | 9.50 | 9,500.00 |
| 204-05-A | temporary sediment check dams (hay) | 750 | EACH | 100.00 | 75,000.00 | 95.00 | 71,250.00 | 80.00 | 60,000.00 | 95.00 | 71,250.00 |
| 204-05-B | temporary sediment check dams (stone) | 16 | EACH | 700.00 | 11,200.00 | 650.00 | 10,400.00 | 1,000.00 | 16,000.00 | 1,200.00 | 19,200.00 |
| 204-06 | temporary silt fencing | 37,682 | LNFT | 2.00 | 75,364.00 | 2.00 | 75,364.00 | 1.10 | 41,450.20 | 2.89 | 108,900.98 |
| 204-07 | temporary stone construction entrance | 2 | EACH | 2,000.00 | 4,000.00 | 4,000.00 | 8,000.00 | 2,500.00 | 5,000.00 | 6,500.00 | 13,000.00 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 1,106 | LNFT | 50.00 | 55,300.00 | 70.00 | 77,420.00 | 50.00 | 55,300.00 | 40.00 | 44,240.00 |
| 701-01-K | cross drain pipe (30" rcp/pcp) | 188 | LNFT | 55.00 | 10,340.00 | 75.00 | 14,100.00 | 60.00 | 11,280.00 | 54.00 | 10,152.00 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 212 | LNFT | 65.00 | 13,780.00 | 95.00 | 20,140.00 | 85.00 | 18,020.00 | 67.00 | 14,204.00 |
| 701-01-N | cross drain pipe (42" rcp/pcp) | 118 | LNFT | 125.00 | 14,750.00 | 120.00 | 14,160.00 | 140.00 | 16,520.00 | 97.00 | 11,446.00 |
| 701-01-O | cross drain pipe (48" rcp/pcp) | 812 | LNFT | 140.00 | 113,680.00 | 160.00 | 129,920.00 | 190.00 | 154,280.00 | 137.00 | 111,244.00 |
| 701-01-Q | cross drain pipe (60" rcp/pcp) | 1,660 | LNFT | 190.00 | 315,400.00 | 205.00 | 340,300.00 | 285.00 | 473,100.00 | 206.00 | 341,960.00 |
| 701-03-F | storm drain pipe (15" rcp/pcp) | 354 | LNFT | 35.00 | 12,390.00 | 58.00 | 20,532.00 | 28.00 | 9,912.00 | 31.00 | 10,974.00 |
| 702-03-B | catch basins (cb-02) | 5 | EACH | 4,500.00 | 22,500.00 | 4,700.00 | 23,500.00 | 3,500.00 | 17,500.00 | 4,200.00 | 21,000.00 |
| 702-03-C | catch basins (cb-06) | 4 | EACH | 3,000.00 | 12,000.00 | 3,500.00 | 14,000.00 | 3,500.00 | 14,000.00 | 2,500.00 | 10,000.00 |
| 705-02 | combination mesh & barbed wire fence | 30,133 | LNFT | 5.00 | 150,665.00 | 5.00 | 150,665.00 | 5.50 | 165,731.50 | 5.25 | 158,198.25 |
| 708-01 | right-of-way monument | 61 | EACH | 160.00 | 9,760.00 | 100.00 | 6,100.00 | 150.00 | 9,150.00 | 200.00 | 12,200.00 |
| 708-02 | right-of-way monument witness post | 61 | EACH | 30.00 | 1,830.00 | 100.00 | 6,100.00 | 150.00 | 9,150.00 | 150.00 | 9,150.00 |
| 711-01-C | riprap (30 lb, 14" thick) | 1,380 | SQYD | 60.00 | 82,800.00 | 55.00 | 75,900.00 | 40.00 | 55,200.00 | 59.08 | 81,530.40 |
| 711-04 | geotextile fabric | 1,830 | SQYD | 3.00 | 5,490.00 | 2.00 | 3,660.00 | 1.50 | 2,745.00 | 2.27 | 4,154.10 |
| 713-01 | temporary signs & barricades | lump | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 45,800.00 | 45,800.00 |
| 716-01-A | mulch (vegetative) | 138.00 | ACRE | 500.00 | 69,000.00 | 500.00 | 69,000.00 | 800.00 | 110,400.00 | 500.00 | 69,000.00 |
| 717-01 | seeding | 4,262 | LB | 6.00 | 25,572.00 | 6.00 | 25,572.00 | 6.20 | 26,424.40 | 5.95 | 25,358.90 |
| 718-01 | fertilizer | 170,487 | LB | 0.30 | 51,146.10 | 0.25 | 42,621.75 | 0.23 | 39,212.01 | 0.27 | 46,031.49 |
| 720-01-A | erosion control system, slope protection (type a) | 61,394 | SQYD | 1.25 | 76,742.50 | 1.15 | 70,603.10 | 1.00 | 61,394.00 | 1.15 | 70,603.10 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 5,529 | SQYD | 1.50 | 8,293.50 | 1.60 | 8,846.40 | 1.10 | 6,081.90 | 1.60 | 8,846.40 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 22,637 | SQYD | 1.50 | 33,955.50 | 1.50 | 33,955.50 | 1.10 | 24,900.70 | 1.50 | 33,955.50 |
| 720-01-E | erosion control system, flexible channel liner (type e) | 5,612 | SQYD | 1.50 | 8,418.00 | 1.60 | 8,979.20 | 1.10 | 6,173.20 | 1.60 | 8,979.20 |
| 720-01-F | erosion control system, flexible channel liner (type f) | 3,071 | SQYD | 1.75 | 5,374.25 | 2.00 | 6,142.00 | 1.10 | 3,378.10 | 2.00 | 6,142.00 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 5,000.00 | 5,000.00 | 18,000.00 | 18,000.00 | 40,000.00 | 40,000.00 | 22,900.00 | 22,900.00 |
| 726-01 | bedding material | 1,012.3 | CUYD | 90.00 | 91,107.00 | 60.00 | 60,738.00 | 50.00 | 50,615.00 | 63.25 | 64,027.97 |
| 727-01 | mobilization | lump | LUMP | 30,000.00 | 30,000.00 | 160,000.00 | 160,000.00 | 200,000.00 | 200,000.00 | 440,000.00 | 440,000.00 |
| 729-16-B | object marker assembly (type 2) | 54 | EACH | 50.00 | 2,700.00 | 50.00 | 2,700.00 | 70.00 | 3,780.00 | 75.00 | 4,050.00 |
| 729-19-A | dead end road installations(type a) | 2 | EACH | 1,600.00 | 3,200.00 | 1,600.00 | 3,200.00 | 3,000.00 | 6,000.00 | 2,000.00 | 4,000.00 |
| 740-01 | construction layout | lump | LUMP | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 | 370,000.00 | 370,000.00 | 160,000.00 | 160,000.00 |
| 740-02 | utility oversight and coordination | lump | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 13,000.00 | 13,000.00 |
| 744-01 | traffic control management | lump | LUMP | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 100,000.00 | 100,000.00 | 16,000.00 | 16,000.00 |
| S-001 | plugging/sealing encountered oil wells | 2,000 | LNFT | 10.00 | 20,000.00 | 17.00 | 34,000.00 | 20.00 | 40,000.00 | 21.73 | 43,460.00 |
| S-002 | plugging existing water wells | 3 | EACH | 3,000.00 | 9,000.00 | 1,500.00 | 4,500.00 | 5,000.00 | 15,000.00 | 8,800.00 | 26,400.00 |
| CONTRACTOR TOTAL | 4,538,925.00 | 4,557,128.97 | 4,771,735.61 | 5,171,632.24 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - BEST-YET BUILDERS, LLC |
- 6 - DENTON-JAMES LLC |
CLEVE BATTE CONSTRUCTION INC. |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 500,000.00 | 500,000.00 | 850,000.00 | 850,000.00 | 189,900.00 | 189,900.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 100,000.00 | 100,000.00 | 35,000.00 | 35,000.00 | 18,500.00 | 18,500.00 | ||
| 202-02-01 | removal of brick veneer house on slab (35' x 80' station 134+00 left of cen terline) |
1 | EACH | 2,500.00 | 2,500.00 | 1.00 | 1.00 | 5,800.00 | 5,800.00 | ||
| 202-02-02 | removal of wood frame house on piers (30' x 55' station 138+70 right of cen terline) |
1 | EACH | 1,500.00 | 1,500.00 | 1.00 | 1.00 | 3,000.00 | 3,000.00 | ||
| 202-02-03 | removal of wood frame shed (10' x 12' station 139+60 right of centerline) |
1 | EACH | 100.00 | 100.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 | ||
| 202-02-04 | removal of wood frame house on slab (25' x 40' station 177+60 right of cent erline) |
1 | EACH | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 3,000.00 | 3,000.00 | ||
| 202-02-05 | removal of wood frame house on piers (50' x 70' station 180+00 on centerlin e) |
1 | EACH | 1,500.00 | 1,500.00 | 1.00 | 1.00 | 2,500.00 | 2,500.00 | ||
| 202-02-06 | removal of metal garage (25' x 25' station 180+50 left of centerline) |
1 | EACH | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 | ||
| 202-02-07 | removal of wood frame storage building on piers (10' x 30' right of centerl ine) |
1 | EACH | 250.00 | 250.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 | ||
| 202-02-08 | removal of existing sewer tank (station 133+32 right of centerline) |
1 | EACH | 250.00 | 250.00 | 2,000.00 | 2,000.00 | 4,500.00 | 4,500.00 | ||
| 202-02-09 | removal of existing sewer tank (station 133+71 left of centerline) |
1 | EACH | 250.00 | 250.00 | 2,000.00 | 2,000.00 | 4,500.00 | 4,500.00 | ||
| 202-02-10 | removal of existing sewer tank (station 139+48 right of centerline) |
1 | EACH | 250.00 | 250.00 | 2,000.00 | 2,000.00 | 4,500.00 | 4,500.00 | ||
| 203-01 | general excavation | 632,619 | CUYD | 2.50 | 1,581,547.50 | 2.80 | 1,771,333.20 | 2.00 | 1,265,238.00 | ||
| 203-02 | drainage excavation | 3,891 | CUYD | 6.00 | 23,346.00 | 7.00 | 27,237.00 | 5.70 | 22,178.70 | ||
| 203-03 | muck excavation | 4,500 | CUYD | 6.00 | 27,000.00 | 8.00 | 36,000.00 | 9.70 | 43,650.00 | ||
| 203-04 | embankment | 475,747 | CUYD | 3.00 | 1,427,241.00 | 3.30 | 1,569,965.10 | 1.80 | 856,344.60 | ||
| 204-02 | temporary hay or straw bales | 1,000 | EACH | 10.00 | 10,000.00 | 6.00 | 6,000.00 | 10.80 | 10,800.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 750 | EACH | 100.00 | 75,000.00 | 70.00 | 52,500.00 | 100.00 | 75,000.00 | ||
| 204-05-B | temporary sediment check dams (stone) | 16 | EACH | 1,000.00 | 16,000.00 | 700.00 | 11,200.00 | 2,500.00 | 40,000.00 | ||
| 204-06 | temporary silt fencing | 37,682 | LNFT | 1.00 | 37,682.00 | 1.30 | 48,986.60 | 1.60 | 60,291.20 | ||
| 204-07 | temporary stone construction entrance | 2 | EACH | 1,500.00 | 3,000.00 | 1,600.00 | 3,200.00 | 3,200.00 | 6,400.00 | ||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 1,106 | LNFT | 70.00 | 77,420.00 | 75.00 | 82,950.00 | 54.00 | 59,724.00 | ||
| 701-01-K | cross drain pipe (30" rcp/pcp) | 188 | LNFT | 75.00 | 14,100.00 | 90.00 | 16,920.00 | 67.00 | 12,596.00 | ||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 212 | LNFT | 125.00 | 26,500.00 | 120.00 | 25,440.00 | 90.00 | 19,080.00 | ||
| 701-01-N | cross drain pipe (42" rcp/pcp) | 118 | LNFT | 150.00 | 17,700.00 | 125.00 | 14,750.00 | 165.00 | 19,470.00 | ||
| 701-01-O | cross drain pipe (48" rcp/pcp) | 812 | LNFT | 200.00 | 162,400.00 | 190.00 | 154,280.00 | 200.00 | 162,400.00 | ||
| 701-01-Q | cross drain pipe (60" rcp/pcp) | 1,660 | LNFT | 350.00 | 581,000.00 | 250.00 | 415,000.00 | 300.00 | 498,000.00 | ||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 354 | LNFT | 40.00 | 14,160.00 | 40.00 | 14,160.00 | 36.00 | 12,744.00 | ||
| 702-03-B | catch basins (cb-02) | 5 | EACH | 4,000.00 | 20,000.00 | 6,000.00 | 30,000.00 | 3,700.00 | 18,500.00 | ||
| 702-03-C | catch basins (cb-06) | 4 | EACH | 4,000.00 | 16,000.00 | 4,500.00 | 18,000.00 | 3,700.00 | 14,800.00 | ||
| 705-02 | combination mesh & barbed wire fence | 30,133 | LNFT | 5.00 | 150,665.00 | 5.00 | 150,665.00 | 5.50 | 165,731.50 | ||
| 708-01 | right-of-way monument | 61 | EACH | 125.00 | 7,625.00 | 100.00 | 6,100.00 | 340.00 | 20,740.00 | ||
| 708-02 | right-of-way monument witness post | 61 | EACH | 125.00 | 7,625.00 | 100.00 | 6,100.00 | 110.00 | 6,710.00 | ||
| 711-01-C | riprap (30 lb, 14" thick) | 1,380 | SQYD | 75.00 | 103,500.00 | 80.00 | 110,400.00 | 64.00 | 88,320.00 | ||
| 711-04 | geotextile fabric | 1,830 | SQYD | 2.36 | 4,318.80 | 2.50 | 4,575.00 | 2.70 | 4,941.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 9,000.00 | 9,000.00 | ||
| 716-01-A | mulch (vegetative) | 138.00 | ACRE | 690.00 | 95,220.00 | 450.00 | 62,100.00 | 890.00 | 122,820.00 | ||
| 717-01 | seeding | 4,262 | LB | 7.00 | 29,834.00 | 6.50 | 27,703.00 | 11.00 | 46,882.00 | ||
| 718-01 | fertilizer | 170,487 | LB | 0.30 | 51,146.10 | 0.50 | 85,243.50 | 0.33 | 56,260.71 | ||
| 720-01-A | erosion control system, slope protection (type a) | 61,394 | SQYD | 0.75 | 46,045.50 | 1.30 | 79,812.20 | 1.20 | 73,672.80 | ||
| 720-01-C | erosion control system, flexible channel liner (type c) | 5,529 | SQYD | 1.25 | 6,911.25 | 1.40 | 7,740.60 | 1.40 | 7,740.60 | ||
| 720-01-D | erosion control system, flexible channel liner (type d) | 22,637 | SQYD | 1.25 | 28,296.25 | 1.40 | 31,691.80 | 1.70 | 38,482.90 | ||
| 720-01-E | erosion control system, flexible channel liner (type e) | 5,612 | SQYD | 2.30 | 12,907.60 | 2.20 | 12,346.40 | 3.00 | 16,836.00 | ||
| 720-01-F | erosion control system, flexible channel liner (type f) | 3,071 | SQYD | 3.20 | 9,827.20 | 5.50 | 16,890.50 | 3.10 | 9,520.10 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 45,000.00 | 45,000.00 | ||
| 726-01 | bedding material | 1,012.3 | CUYD | 55.00 | 55,676.50 | 90.00 | 91,107.00 | 65.00 | 65,799.50 | ||
| 727-01 | mobilization | lump | LUMP | 600,000.00 | 600,000.00 | 600,000.00 | 600,000.00 | 456,000.00 | 456,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 54 | EACH | 66.27 | 3,578.58 | 50.00 | 2,700.00 | 55.00 | 2,970.00 | ||
| 729-19-A | dead end road installations(type a) | 2 | EACH | 2,800.00 | 5,600.00 | 1,600.00 | 3,200.00 | 33,000.00 | 66,000.00 | ||
| 740-01 | construction layout | lump | LUMP | 200,000.00 | 200,000.00 | 150,000.00 | 150,000.00 | 285,000.00 | 285,000.00 | ||
| 740-02 | utility oversight and coordination | lump | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 9,000.00 | 9,000.00 | ||
| S-001 | plugging/sealing encountered oil wells | 2,000 | LNFT | 0.10 | 200.00 | 20.00 | 40,000.00 | 20.00 | 40,000.00 | ||
| S-002 | plugging existing water wells | 3 | EACH | 2,200.00 | 6,600.00 | 2,500.00 | 7,500.00 | 4,000.00 | 12,000.00 | ||
| CONTRACTOR TOTAL | 6,216,273.28 | 6,734,803.90 | IRREGULAR | ||||||||