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| DBE GOAL FED | |||
| Lead Project: 193-06-0032 | |||
| Parish: CALCASIEU | |||
| Routes: LA 14, I-210 | |||
| Description: I-210 AT LA14 EB ON-RAMP MODIFICATION & RIGHT TURN LANES | |||
| Type Const:
grading, drainage structures, lime treatment, class ii base course, portland cement concrete pavement and related work. | |||
| Estimated Construction Cost: $837,233.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 36384 | JOHN BAILEY, INC. | $1,268,254.96 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,312,795.55 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JOHN BAILEY, INC. |
- 2 - GILCHRIST CONSTRUCTION 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 | 50,000.00 | 50,000.00 | 65,000.00 | 65,000.00 | ||||
| 202-02-E | removal of concrete curbs | 554.9 | LNFT | 12.00 | 6,658.80 | 9.00 | 4,994.10 | ||||
| 202-02-F | removal of concrete combination curb & gutter | 478.0 | LNFT | 15.00 | 7,170.00 | 11.00 | 5,258.00 | ||||
| 202-02-I | removal of signs and supports | 2 | EACH | 250.00 | 500.00 | 2,400.00 | 4,800.00 | ||||
| 202-02-J | removal of concrete headwall (sta.19+11.74 to sta.19+63.25) |
1 | EACH | 6,500.00 | 6,500.00 | 8,500.00 | 8,500.00 | ||||
| 202-03-A | relocation of traffic control pedestal | 1 | EACH | 35,280.00 | 35,280.00 | 35,000.00 | 35,000.00 | ||||
| 202-03-B | relocation of gas valve | 1 | EACH | 2,500.00 | 2,500.00 | 650.00 | 650.00 | ||||
| 203-05 | excavation & embankment | lump | LUMP | 75,000.00 | 75,000.00 | 100,000.00 | 100,000.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 5 | EACH | 200.00 | 1,000.00 | 300.00 | 1,500.00 | ||||
| 204-06 | temporary silt fencing | 1,360 | LNFT | 4.50 | 6,120.00 | 2.00 | 2,720.00 | ||||
| 302-02-A | class ii base course (4" thick crushed stone) | 3,768.2 | SQYD | 15.00 | 56,523.00 | 14.00 | 52,754.80 | ||||
| 302-02-C | class ii base course (8" thick soil cement) | 3,768.2 | SQYD | 23.00 | 86,668.60 | 16.00 | 60,291.20 | ||||
| 304-01 | lime | 53.98 | TON | 200.00 | 10,796.00 | 180.00 | 9,716.40 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 3,808 | SQYD | 9.00 | 34,272.00 | 7.50 | 28,560.00 | ||||
| 601-01-K | portland cement concrete pavement (10" thick) | 3,611.4 | SQYD | 95.00 | 343,083.00 | 85.00 | 306,969.00 | ||||
| 601-04 | portland cement concrete pavement coring | 5 | EACH | 270.00 | 1,350.00 | 130.00 | 650.00 | ||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 64 | LNFT | 145.00 | 9,280.00 | 170.00 | 10,880.00 | ||||
| 701-04-L | storm drain pipe arch (72" equiv. rcpa) | 200 | LNFT | 455.00 | 91,000.00 | 575.00 | 115,000.00 | ||||
| 701-10-O | reinforced concrete pipe (extension)(48") | 20 | LNFT | 360.00 | 7,200.00 | 435.00 | 8,700.00 | ||||
| 701-10-Q | reinforced concrete pipe (extension)(60") | 20 | LNFT | 456.00 | 9,120.00 | 535.00 | 10,700.00 | ||||
| 702-02-A | manholes (mh-06) | 1 | EACH | 9,600.00 | 9,600.00 | 15,000.00 | 15,000.00 | ||||
| 702-02-C | manholes (r-cb-11 mod) | 2 | EACH | 9,600.00 | 19,200.00 | 15,000.00 | 30,000.00 | ||||
| 702-03-B | catch basins (cb-02) | 2 | EACH | 5,400.00 | 10,800.00 | 6,000.00 | 12,000.00 | ||||
| 702-03-C | catch basins (cb-06) | 3 | EACH | 4,800.00 | 14,400.00 | 5,000.00 | 15,000.00 | ||||
| 702-04-A | adjusting manholes | 1 | EACH | 2,160.00 | 2,160.00 | 2,300.00 | 2,300.00 | ||||
| 702-04-B | adjusting catch basins | 4 | EACH | 3,000.00 | 12,000.00 | 3,200.00 | 12,800.00 | ||||
| 704-03 | blocked out guard rail | 12.5 | LNFT | 100.00 | 1,250.00 | 50.00 | 625.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 25.0 | LNFT | 100.00 | 2,500.00 | 80.00 | 2,000.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 1 | EACH | 150.00 | 150.00 | 3,200.00 | 3,200.00 | ||||
| 706-03-C | incidental concrete paving (6" thick) | 633.9 | SQYD | 85.00 | 53,881.50 | 58.00 | 36,766.20 | ||||
| 707-01 | concrete curb | 1,157.2 | LNFT | 15.00 | 17,358.00 | 2.75 | 3,182.30 | ||||
| 708-01 | right-of-way monument | 2 | EACH | 250.00 | 500.00 | 380.00 | 760.00 | ||||
| 711-01-C | riprap (30 lb, 14in) | 155 | SQYD | 80.00 | 12,400.00 | 78.00 | 12,090.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 50,000.00 | 50,000.00 | 65,000.00 | 65,000.00 | ||||
| 722-01 | project site laboratory | 1 | EACH | 25,000.00 | 25,000.00 | 23,000.00 | 23,000.00 | ||||
| 727-01 | mobilization | lump | LUMP | 85,000.00 | 85,000.00 | 120,000.00 | 120,000.00 | ||||
| 730-15 | relocate light poles (10" & wood) | 2 | EACH | 3,500.00 | 7,000.00 | 4,500.00 | 9,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 56 | EACH | 7.32 | 409.92 | 8.00 | 448.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 9 | LNFT | 5.10 | 45.90 | 5.50 | 49.50 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.519 | MILE | 3,540.00 | 1,837.26 | 3,900.00 | 2,024.10 | ||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.070 | MILE | 7,692.00 | 538.44 | 8,400.00 | 588.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.068 | MILE | 955.00 | 64.94 | 1,000.00 | 68.00 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 2 | EACH | 210.00 | 420.00 | 230.00 | 460.00 | ||||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 1 | EACH | 234.00 | 234.00 | 250.00 | 250.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 1 | EACH | 174.00 | 174.00 | 185.00 | 185.00 | ||||
| 733-01 | concrete roadway barrier (single faced) | 100.0 | LNFT | 630.00 | 63,000.00 | 335.00 | 33,500.00 | ||||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | ||||
| 741-08 | relocating water meter | 1 | EACH | 2,500.00 | 2,500.00 | 650.00 | 650.00 | ||||
| 805-01-A | class a concrete (pipe headwalls) | 14.30 | CUYD | 1,200.00 | 17,160.00 | 1,300.00 | 18,590.00 | ||||
| 806-01 | deformed reinforcing steel | 861 | LB | 3.60 | 3,099.60 | 3.95 | 3,400.95 | ||||
| S-001 | saw cutting porland cement concrete pavement (8" thick) | 555 | LNFT | 10.00 | 5,550.00 | 13.00 | 7,215.00 | ||||
| CONTRACTOR TOTAL | 1,268,254.96 | 1,312,795.55 | |||||||||