| |||
| DBE GOAL FED | |||
| Lead Project: 742-10-0122 | |||
| Parish: CALCASIEU | |||
| Routes: | |||
| Description: LOGAN STEET (PICARD RD - IRWIN ST) | |||
| Type Const:
grading, drainage structure, lime treatment, class ii base course, portland cement concrete pavement, precast slab span bridge, and related work. | |||
| Estimated Construction Cost: $2,648,960.05 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 01012 | CECIL D. GASSIOTT LLC | $3,012,659.26 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $3,549,899.79 |
| 3 | 14648 | MCMANUS CONSTRUCTION, INC. | $3,990,697.40 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - CECIL D. GASSIOTT LLC |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - MCMANUS CONSTRUCTION, INC. |
|
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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 | 81,000.00 | 81,000.00 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 50,000.00 | 50,000.00 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | ||
| 202-02-A-01 | removal of bridge (sta. 10+00.00, 48'x 34' concrete) | 1 | EACH | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 | 68,750.00 | 68,750.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 5,237 | SQYD | 20.00 | 104,740.00 | 11.00 | 57,607.00 | 22.00 | 115,214.00 | ||
| 202-02-D | removal of concrete walks & drives | 1,053 | SQYD | 20.00 | 21,060.00 | 14.00 | 14,742.00 | 18.00 | 18,954.00 | ||
| 202-02-F | removal of concrete combination curb & gutter | 346.0 | LNFT | 20.00 | 6,920.00 | 13.50 | 4,671.00 | 20.00 | 6,920.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 1,793.2 | SQYD | 20.00 | 35,864.00 | 8.00 | 14,345.60 | 20.00 | 35,864.00 | ||
| 202-02-H | removal of guard rail | 75 | LNFT | 20.00 | 1,500.00 | 20.00 | 1,500.00 | 25.00 | 1,875.00 | ||
| 202-02-I | removal of portland cement concrete pavement (channel) | 613 | SQYD | 23.00 | 14,099.00 | 12.00 | 7,356.00 | 50.00 | 30,650.00 | ||
| 203-01 | general excavation | 455 | CUYD | 30.00 | 13,650.00 | 20.00 | 9,100.00 | 25.00 | 11,375.00 | ||
| 203-03 | embankment | 522 | CUYD | 30.00 | 15,660.00 | 17.00 | 8,874.00 | 35.00 | 18,270.00 | ||
| 203-05 | excavation and embankment | lump | LUMP | 75,000.00 | 75,000.00 | 50,000.00 | 50,000.00 | 80,000.00 | 80,000.00 | ||
| 204-02 | temporary hay or straw bales | 272 | EACH | 15.00 | 4,080.00 | 15.00 | 4,080.00 | 20.00 | 5,440.00 | ||
| 204-06 | temporary silt fencing | 752 | LNFT | 5.00 | 3,760.00 | 2.00 | 1,504.00 | 5.00 | 3,760.00 | ||
| 302-02-C | class ii base course (8" thick) | 7,251.2 | SQYD | 20.00 | 145,024.00 | 31.00 | 224,787.20 | 23.00 | 166,777.60 | ||
| 305-01-B-01 | subgrade layer (8" thick)(soil cement 8% by volume) | 3,515 | SQYD | 9.00 | 31,635.00 | 31.00 | 108,965.00 | 15.00 | 52,725.00 | ||
| 305-01-B-02 | subgrade layer (8" thick)(lime treatment type d 15% by volume) |
3,515 | SQYD | 9.00 | 31,635.00 | 31.00 | 108,965.00 | 12.00 | 42,180.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 95.00 | 47,500.00 | 100.00 | 50,000.00 | 120.00 | 60,000.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
12.3 | TON | 250.00 | 3,075.00 | 250.00 | 3,075.00 | 400.00 | 4,920.00 | ||
| 510-02 | pavement widening | 12.0 | SQYD | 300.00 | 3,600.00 | 198.00 | 2,376.00 | 400.00 | 4,800.00 | ||
| 601-01-G | portland cement concrete pavement (8" thick) | 5,552.5 | SQYD | 46.27 | 256,914.18 | 80.00 | 444,200.00 | 72.00 | 399,780.00 | ||
| 601-01-O | portland cement concrete pavement (12" thick) | 176.8 | SQYD | 70.00 | 12,376.00 | 125.00 | 22,100.00 | 120.00 | 21,216.00 | ||
| 601-02-G | portland cement concrete pavement (8" thick) (crossovers & turnouts) |
1,125.2 | SQYD | 46.27 | 52,063.00 | 125.00 | 140,650.00 | 92.00 | 103,518.40 | ||
| 602-05-G-01 | full depth patching of jointed conc pvmt (8" thick) (16.0 sq yds & under) |
14.7 | SQYD | 50.00 | 735.00 | 400.00 | 5,880.00 | 400.00 | 5,880.00 | ||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 1,105 | LNFT | 35.00 | 38,675.00 | 76.00 | 83,980.00 | 76.00 | 83,980.00 | ||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 425 | LNFT | 40.00 | 17,000.00 | 85.00 | 36,125.00 | 88.00 | 37,400.00 | ||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 136 | LNFT | 50.00 | 6,800.00 | 145.00 | 19,720.00 | 110.00 | 14,960.00 | ||
| 701-04-A | storm drain pipe arch (15" equiv. rcpa) | 125 | LNFT | 40.00 | 5,000.00 | 76.00 | 9,500.00 | 92.00 | 11,500.00 | ||
| 701-04-B | storm drain pipe arch (18" equiv. rcpa) | 96 | LNFT | 50.00 | 4,800.00 | 125.00 | 12,000.00 | 100.00 | 9,600.00 | ||
| 701-04-D | storm drain pipe arch (24" equiv. rcpa) | 126 | LNFT | 55.00 | 6,930.00 | 130.00 | 16,380.00 | 125.00 | 15,750.00 | ||
| 701-04-F | storm drain pipe arch (36" equiv. rcpa) | 36 | LNFT | 75.00 | 2,700.00 | 175.00 | 6,300.00 | 230.00 | 8,280.00 | ||
| 702-02-A | manholes (mh-06) | 10 | EACH | 5,000.00 | 50,000.00 | 3,000.00 | 30,000.00 | 5,500.00 | 55,000.00 | ||
| 702-03-A | catch basins (cb-01) | 9 | EACH | 5,000.00 | 45,000.00 | 3,000.00 | 27,000.00 | 3,500.00 | 31,500.00 | ||
| 702-03-C | catch basins (cb-06) | 18 | EACH | 5,500.00 | 99,000.00 | 6,500.00 | 117,000.00 | 4,000.00 | 72,000.00 | ||
| 702-03-D | catch basins (cb-07) | 8 | EACH | 6,000.00 | 48,000.00 | 7,500.00 | 60,000.00 | 6,000.00 | 48,000.00 | ||
| 702-03-F | catch basins (cb-08) | 8 | EACH | 6,000.00 | 48,000.00 | 9,000.00 | 72,000.00 | 7,500.00 | 60,000.00 | ||
| 702-03-G | catch basins (cb-09) | 14 | EACH | 6,000.00 | 84,000.00 | 10,000.00 | 140,000.00 | 6,500.00 | 91,000.00 | ||
| 702-04-A | adjusting manholes | 5 | EACH | 6,000.00 | 30,000.00 | 1,500.00 | 7,500.00 | 1,200.00 | 6,000.00 | ||
| 702-04-D | adjusting water valves | 12 | EACH | 100.00 | 1,200.00 | 250.00 | 3,000.00 | 400.00 | 4,800.00 | ||
| 703-03 | perforated pipe underdrains | 4,111 | LNFT | 17.50 | 71,942.50 | 15.00 | 61,665.00 | 30.00 | 123,330.00 | ||
| 704-11-B | guard rail end treatment (tangent) | 2 | EACH | 4,500.00 | 9,000.00 | 2,500.00 | 5,000.00 | 4,000.00 | 8,000.00 | ||
| 705-06-C | chain link fence (6-foot height) | 25 | LNFT | 90.00 | 2,250.00 | 50.00 | 1,250.00 | 200.00 | 5,000.00 | ||
| 705-08-C | 12.5-foot double gates for chain link fence (6-foot height) |
1 | DBGT | 2,500.00 | 2,500.00 | 1,800.00 | 1,800.00 | 600.00 | 600.00 | ||
| 706-01-A | concrete walk (4" thick) | 956.3 | SQYD | 60.00 | 57,378.00 | 60.00 | 57,378.00 | 52.00 | 49,727.60 | ||
| 706-02-C | concrete drive (6" thick) | 1,063.2 | SQYD | 65.00 | 69,108.00 | 66.00 | 70,171.20 | 72.00 | 76,550.40 | ||
| 706-04 | handicapped curb ramps | 12.0 | EACH | 2,000.00 | 24,000.00 | 350.00 | 4,200.00 | 1,500.00 | 18,000.00 | ||
| 707-01 | concrete curb | 4,144.3 | LNFT | 5.25 | 21,757.58 | 10.00 | 41,443.00 | 12.00 | 49,731.60 | ||
| 712-01-C | concrete cast-in-place revetment (6" thick) | 480 | SQYD | 75.00 | 36,000.00 | 100.00 | 48,000.00 | 82.00 | 39,360.00 | ||
| 712-01-D | concrete cast-in-place revetment (8" thick) | 133 | SQYD | 90.00 | 11,970.00 | 135.00 | 17,955.00 | 92.00 | 12,236.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | 125,000.00 | 125,000.00 | ||
| 714-01 | sodding | 913 | SQYD | 7.50 | 6,847.50 | 3.00 | 2,739.00 | 6.00 | 5,478.00 | ||
| 726-01-A | bedding material (granular storm drain pipe backfill) | 25.0 | CUYD | 100.00 | 2,500.00 | 92.00 | 2,300.00 | 130.00 | 3,250.00 | ||
| 726-01-B | bedding material (stone) | 52.0 | CUYD | 100.00 | 5,200.00 | 100.00 | 5,200.00 | 130.00 | 6,760.00 | ||
| 727-01 | mobilization | lump | LUMP | 150,000.00 | 150,000.00 | 350,000.00 | 350,000.00 | 300,000.00 | 300,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 5 | EACH | 100.00 | 500.00 | 75.00 | 375.00 | 300.00 | 1,500.00 | ||
| 731-02 | reflectorized raised pavement markers | 54 | EACH | 10.00 | 540.00 | 5.00 | 270.00 | 9.00 | 486.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 110 | LNFT | 7.50 | 825.00 | 5.00 | 550.00 | 6.00 | 660.00 | ||
| 732-02-A-03 | plastic pvmt striping(solid line)(4" width)hot appl thermo (40mil thickness) |
1.465 | MILE | 3,000.00 | 4,395.00 | 2,500.00 | 3,662.50 | 3,000.00 | 4,395.00 | ||
| 732-03-A-03 | plastic pvmt striping(broken line)(4" width) hot appl thermo (40 mil thickness) |
0.022 | MILE | 1,000.00 | 22.00 | 820.00 | 18.04 | 3,000.00 | 66.00 | ||
| 735-01 | mailboxes | 33 | EACH | 25.00 | 825.00 | 1.25 | 41.25 | 300.00 | 9,900.00 | ||
| 735-02 | mailbox supports (single) | 33 | EACH | 125.00 | 4,125.00 | 100.00 | 3,300.00 | 300.00 | 9,900.00 | ||
| 739-01 | hydro-seeding | 0.92 | ACRE | 2,500.00 | 2,300.00 | 2,200.00 | 2,024.00 | 4,800.00 | 4,416.00 | ||
| 740-01 | construction layout | lump | LUMP | 100,000.00 | 100,000.00 | 40,000.00 | 40,000.00 | 150,000.00 | 150,000.00 | ||
| 742-01-A | sanitary sewer pipe (8"sdr-26 pvc) | 20 | LNFT | 50.00 | 1,000.00 | 100.00 | 2,000.00 | 100.00 | 2,000.00 | ||
| 742-01-B | sanitary sewer pipe (8" ductile iron with ceramic lining) |
155 | LNFT | 132.00 | 20,460.00 | 150.00 | 23,250.00 | 150.00 | 23,250.00 | ||
| 805-06 | class r concrete | 50.00 | CUYD | 250.00 | 12,500.00 | 275.00 | 13,750.00 | 120.00 | 6,000.00 | ||
| 807-08 | structural metalwork | lump | LUMP | 2,500.00 | 2,500.00 | 4,500.00 | 4,500.00 | 12,347.50 | 12,347.50 | ||
| 810-01 | concrete railing (barrier) | 230.00 | LNFT | 50.00 | 11,500.00 | 330.00 | 75,900.00 | 148.50 | 34,155.00 | ||
| 813-01 | concrete approach slabs | 255.10 | SQYD | 275.00 | 70,152.50 | 300.00 | 76,530.00 | 253.00 | 64,540.30 | ||
| 814-01-C | drilled shaft (30") | 592.0 | LNFT | 200.00 | 118,400.00 | 425.00 | 251,600.00 | 313.00 | 185,296.00 | ||
| S-001 | dewatering | lump | LUMP | 25,000.00 | 25,000.00 | 5,500.00 | 5,500.00 | 110,000.00 | 110,000.00 | ||
| S-002 | geotextile drainage net composite | 480 | SQYD | 16.00 | 7,680.00 | 8.00 | 3,840.00 | 7.00 | 3,360.00 | ||
| S-003 | slope revetement footing | 150 | LNFT | 20.00 | 3,000.00 | 90.00 | 13,500.00 | 33.00 | 4,950.00 | ||
| S-004 | saw cutting pavement | 5,842 | INFT | 8.00 | 46,736.00 | 2.50 | 14,605.00 | 1.50 | 8,763.00 | ||
| S-005 | tie-in of existing storm drain pipe | 8 | EACH | 4,000.00 | 32,000.00 | 2,000.00 | 16,000.00 | 2,000.00 | 16,000.00 | ||
| S-006 | removal and replacement of existing water main (6" ductile iron) |
lump | LUMP | 15,000.00 | 15,000.00 | 2,500.00 | 2,500.00 | 10,000.00 | 10,000.00 | ||
| S-007 | sanitary sewer manhole | 1 | EACH | 5,000.00 | 5,000.00 | 3,500.00 | 3,500.00 | 2,500.00 | 2,500.00 | ||
| S-008 | tie-in proposed sanitary sewer main into existing sanitary sewer manhole |
2 | EACH | 1,500.00 | 3,000.00 | 2,500.00 | 5,000.00 | 5,000.00 | 10,000.00 | ||
| S-101 | precast concrete bridge | lump | LUMP | 400,000.00 | 400,000.00 | 220,000.00 | 220,000.00 | 580,050.00 | 580,050.00 | ||
| S-102 | coating for pedestrian guardrail | lump | LUMP | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | ||
| S-103 | flexible post delineators | 5 | EACH | 150.00 | 750.00 | 60.00 | 300.00 | 300.00 | 1,500.00 | ||
| CONTRACTOR TOTAL | 3,012,659.26 | 3,549,899.79 | 3,990,697.40 | ||||||||