| REBID |
| ||
| 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: $1,249,201.50 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 36384 | JOHN BAILEY, INC. | $1,218,952.14 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,329,375.36 |
| 3 | 39462 | DENTON-JAMES LLC | $1,461,629.20 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JOHN BAILEY, INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - DENTON-JAMES 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 | 200,000.00 | 200,000.00 | ||
| 202-02-E | removal of concrete curbs | 554.9 | LNFT | 12.00 | 6,658.80 | 9.00 | 4,994.10 | 5.00 | 2,774.50 | ||
| 202-02-F | removal of concrete combination curb & gutter | 478.0 | LNFT | 15.00 | 7,170.00 | 11.00 | 5,258.00 | 12.00 | 5,736.00 | ||
| 202-02-I | removal of signs and supports | 2 | EACH | 250.00 | 500.00 | 2,400.00 | 4,800.00 | 600.00 | 1,200.00 | ||
| 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 | 8,000.00 | 8,000.00 | ||
| 202-03-A | relocation of traffic control pedestal | 1 | EACH | 32,000.00 | 32,000.00 | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 | ||
| 202-03-B | relocation of gas valve | 1 | EACH | 1,000.00 | 1,000.00 | 650.00 | 650.00 | 2,500.00 | 2,500.00 | ||
| 203-05 | excavation & embankment | lump | LUMP | 75,000.00 | 75,000.00 | 100,000.00 | 100,000.00 | 150,000.00 | 150,000.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 5 | EACH | 200.00 | 1,000.00 | 300.00 | 1,500.00 | 150.00 | 750.00 | ||
| 204-06 | temporary silt fencing | 1,360 | LNFT | 3.00 | 4,080.00 | 2.00 | 2,720.00 | 2.50 | 3,400.00 | ||
| 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 | 19.00 | 71,595.80 | ||
| 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 | 20.00 | 75,364.00 | ||
| 304-01 | lime | 53.98 | TON | 200.00 | 10,796.00 | 180.00 | 9,716.40 | 175.00 | 9,446.50 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 3,808 | SQYD | 8.00 | 30,464.00 | 7.50 | 28,560.00 | 3.00 | 11,424.00 | ||
| 601-01-K | portland cement concrete pavement (10" thick) | 3,611.4 | SQYD | 90.00 | 325,026.00 | 85.00 | 306,969.00 | 85.00 | 306,969.00 | ||
| 601-04 | portland cement concrete pavement coring | 5 | EACH | 270.00 | 1,350.00 | 130.00 | 650.00 | 150.00 | 750.00 | ||
| 701-03-F | storm drain pipe (15" rcp) | 30 | LNFT | 86.00 | 2,580.00 | 170.00 | 5,100.00 | 110.00 | 3,300.00 | ||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 64 | LNFT | 145.00 | 9,280.00 | 170.00 | 10,880.00 | 140.00 | 8,960.00 | ||
| 701-04-L | storm drain pipe arch (72" equiv. rcpa) | 200 | LNFT | 455.00 | 91,000.00 | 575.00 | 115,000.00 | 440.00 | 88,000.00 | ||
| 701-10-O | reinforced concrete pipe (extension)(48") | 20 | LNFT | 360.00 | 7,200.00 | 435.00 | 8,700.00 | 350.00 | 7,000.00 | ||
| 701-10-Q | reinforced concrete pipe (extension)(60") | 20 | LNFT | 456.00 | 9,120.00 | 535.00 | 10,700.00 | 550.00 | 11,000.00 | ||
| 702-02-A | manholes (mh-06) | 1 | EACH | 9,600.00 | 9,600.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | ||
| 702-02-C | manholes (r-cb-11 mod) | 2 | EACH | 9,600.00 | 19,200.00 | 15,000.00 | 30,000.00 | 10,000.00 | 20,000.00 | ||
| 702-03-B | catch basins (cb-02) | 2 | EACH | 5,400.00 | 10,800.00 | 6,000.00 | 12,000.00 | 5,000.00 | 10,000.00 | ||
| 702-03-C | catch basins (cb-06) | 4 | EACH | 4,800.00 | 19,200.00 | 5,000.00 | 20,000.00 | 5,000.00 | 20,000.00 | ||
| 702-04-A | adjusting manholes | 1 | EACH | 2,160.00 | 2,160.00 | 2,300.00 | 2,300.00 | 2,000.00 | 2,000.00 | ||
| 702-04-B | adjusting catch basins | 4 | EACH | 3,000.00 | 12,000.00 | 3,200.00 | 12,800.00 | 3,000.00 | 12,000.00 | ||
| 704-03 | blocked out guard rail | 12.5 | LNFT | 65.00 | 812.50 | 50.00 | 625.00 | 100.00 | 1,250.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 25.0 | LNFT | 85.00 | 2,125.00 | 80.00 | 2,000.00 | 80.00 | 2,000.00 | ||
| 704-11-A | guard rail end treatment (flared) | 1 | EACH | 2,500.00 | 2,500.00 | 3,200.00 | 3,200.00 | 2,800.00 | 2,800.00 | ||
| 706-03-C | incidental concrete paving (6" thick) | 633.9 | SQYD | 80.00 | 50,712.00 | 58.00 | 36,766.20 | 60.00 | 38,034.00 | ||
| 707-01 | concrete curb | 1,157.2 | LNFT | 15.00 | 17,358.00 | 2.75 | 3,182.30 | 5.00 | 5,786.00 | ||
| 708-01 | right-of-way monument | 2 | EACH | 250.00 | 500.00 | 380.00 | 760.00 | 400.00 | 800.00 | ||
| 711-01-C | riprap (30 lb, 14in) | 155 | SQYD | 80.00 | 12,400.00 | 78.00 | 12,090.00 | 85.00 | 13,175.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 50,000.00 | 50,000.00 | 65,000.00 | 65,000.00 | 70,000.00 | 70,000.00 | ||
| 722-01 | project site laboratory | 1 | EACH | 20,000.00 | 20,000.00 | 23,000.00 | 23,000.00 | 10,000.00 | 10,000.00 | ||
| 726-01 | bedding material | 117.6 | CUYD | 85.00 | 9,996.00 | 97.83 | 11,504.81 | 115.00 | 13,524.00 | ||
| 727-01 | mobilization | lump | LUMP | 85,000.00 | 85,000.00 | 120,000.00 | 120,000.00 | 140,000.00 | 140,000.00 | ||
| 730-15 | relocate light poles (10" & wood) | 2 | EACH | 3,500.00 | 7,000.00 | 4,500.00 | 9,000.00 | 3,250.00 | 6,500.00 | ||
| 731-02 | reflectorized raised pavement markers | 56 | EACH | 7.00 | 392.00 | 8.00 | 448.00 | 6.50 | 364.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 9 | LNFT | 5.00 | 45.00 | 5.50 | 49.50 | 6.00 | 54.00 | ||
| 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 | 3,000.00 | 1,557.00 | ||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.070 | MILE | 7,692.00 | 538.44 | 8,400.00 | 588.00 | 6,500.00 | 455.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.068 | MILE | 955.00 | 64.94 | 1,000.00 | 68.00 | 1,000.00 | 68.00 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 2 | EACH | 210.00 | 420.00 | 230.00 | 460.00 | 200.00 | 400.00 | ||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 1 | EACH | 240.00 | 240.00 | 250.00 | 250.00 | 200.00 | 200.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 1 | EACH | 175.00 | 175.00 | 185.00 | 185.00 | 150.00 | 150.00 | ||
| 733-01 | concrete roadway barrier (single faced) | 85.0 | LNFT | 390.00 | 33,150.00 | 335.00 | 28,475.00 | 350.00 | 29,750.00 | ||
| 740-01 | construction layout | lump | LUMP | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 | ||
| 741-08 | relocating water meter | 1 | EACH | 1,000.00 | 1,000.00 | 650.00 | 650.00 | 1,000.00 | 1,000.00 | ||
| 805-01-A | class a concrete (pipe headwalls) | 14.30 | CUYD | 1,200.00 | 17,160.00 | 1,300.00 | 18,590.00 | 1,500.00 | 21,450.00 | ||
| 806-01 | deformed reinforcing steel | 861 | LB | 3.60 | 3,099.60 | 3.95 | 3,400.95 | 3.40 | 2,927.40 | ||
| S-001 | saw cutting porland cement concrete pavement (8" thick) | 555 | LNFT | 10.00 | 5,550.00 | 13.00 | 7,215.00 | 13.00 | 7,215.00 | ||
| CONTRACTOR TOTAL | 1,218,952.14 | 1,329,375.36 | 1,461,629.20 | ||||||||