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| Lead Project: 066-08-0012 | |||
| Parish: ST LANDRY | |||
| Routes: US 167, LA 749 | |||
| Description: JCT. US 167 - JCT. US 190 | |||
| Type Const:
grading, drainage structures, class ii b/c, lime treatment, cold planing acp, superpave acp, full depth concrete patch, concrete drives & walks, and related work. | |||
| Estimated Construction Cost: $7,200,170.65 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $7,998,429.46 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - 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 | 175,000.00 | 175,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 55,000.00 | 55,000.00 | ||||||
| 202-02-C | removal of portland cement concrete pavement | 7,468 | SQYD | 5.00 | 37,340.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 702 | SQYD | 8.00 | 5,616.00 | ||||||
| 202-02-F | removal of concrete combination curb & gutter | 2,239.1 | LNFT | 5.00 | 11,195.50 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 12,044.3 | SQYD | 10.00 | 120,443.00 | ||||||
| 202-02-H | removal of guard rail | 326 | LNFT | 12.00 | 3,912.00 | ||||||
| 202-02-01 | removal of wood frame shed on slab (lt.sta.120+00; 14'x 20') |
1 | EACH | 4,000.00 | 4,000.00 | ||||||
| 202-02-02 | removal of cross drain (sta. 122+35; 1-10'x 14'x 62'cmpa) |
1 | EACH | 2,000.00 | 2,000.00 | ||||||
| 202-02-03 | removal of cross drain (sta.308+94; 1-24"x 36"x 40'cmpa) |
1 | EACH | 2,000.00 | 2,000.00 | ||||||
| 203-01 | general excavation | 15,609 | CUYD | 9.00 | 140,481.00 | ||||||
| 203-04 | embankment | 9,741 | CUYD | 17.00 | 165,597.00 | ||||||
| 204-02 | temporary hay or straw bales | 960 | EACH | 18.00 | 17,280.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 86 | EACH | 170.00 | 14,620.00 | ||||||
| 204-06 | temporary silt fencing | 42,035 | LNFT | 2.30 | 96,680.50 | ||||||
| 302-02-C-01 | class ii base course (10"thick) (crushed stone or recycled pccp) |
25,135 | SQYD | 29.00 | 728,915.00 | ||||||
| 304-01 | lime | 1,032.31 | TON | 148.00 | 152,781.88 | ||||||
| 304-04-D | lime treatment (type d) (12" thick) | 72,826 | SQYD | 1.30 | 94,673.80 | ||||||
| 308-01-A | in-place cement treated base course (12" thick) | 47,691.0 | SQYD | 7.00 | 333,837.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,000.0 | CUYD | 60.00 | 60,000.00 | ||||||
| 502-01 | superpave asphaltic concrete | 19,855.9 | TON | 90.00 | 1,787,031.00 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
687.3 | TON | 165.00 | 113,404.50 | ||||||
| 509-01 | cold planing asphaltic pavement | 40,182 | SQYD | 1.00 | 40,182.00 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,069 | CUYD | 0.00 | 0.00 | ||||||
| 602-05-G-01 | full depth patching of jointed conc pvmt (8" thick) (16.0 sq yds & under) |
63.0 | SQYD | 200.00 | 12,600.00 | ||||||
| 602-05-G-02 | full depth patching of jointed conc pvmt (8" thick) (16.1-48.0 sq yds) |
190.0 | SQYD | 175.00 | 33,250.00 | ||||||
| 602-05-G-03 | full depth patching of jointed conc pvmt (8" thick) (48.1 sq yds & over) |
247.0 | SQYD | 160.00 | 39,520.00 | ||||||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 112 | LNFT | 158.00 | 17,696.00 | ||||||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 5,199 | LNFT | 70.00 | 363,930.00 | ||||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 503 | LNFT | 85.00 | 42,755.00 | ||||||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 59 | LNFT | 120.00 | 7,080.00 | ||||||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 871 | LNFT | 125.00 | 108,875.00 | ||||||
| 701-03-M | storm drain pipe (36" rcp/pcp) | 531 | LNFT | 135.00 | 71,685.00 | ||||||
| 701-03-N | storm drain pipe (42" rcp/pcp) | 638 | LNFT | 150.00 | 95,700.00 | ||||||
| 701-03-O | storm drain pipe (48" rcp/pcp) | 88 | LNFT | 175.00 | 15,400.00 | ||||||
| 701-05-G | side drain pipe (18") | 56 | LNFT | 130.00 | 7,280.00 | ||||||
| 701-05-I | side drain pipe (24") | 70 | LNFT | 125.00 | 8,750.00 | ||||||
| 701-14 | cleaning existing pipes | 800 | LNFT | 20.00 | 16,000.00 | ||||||
| 702-02-B | manholes (r-cb-11) | 9 | EACH | 5,000.00 | 45,000.00 | ||||||
| 702-02-C | manholes (r-cb-11 mod) | 1 | EACH | 6,000.00 | 6,000.00 | ||||||
| 702-03-A | catch basins (cb-01) | 7 | EACH | 2,800.00 | 19,600.00 | ||||||
| 702-03-C | catch basins (cb-06) | 37 | EACH | 5,300.00 | 196,100.00 | ||||||
| 702-03-D | catch basins (cb-07) | 7 | EACH | 6,000.00 | 42,000.00 | ||||||
| 702-03-F | catch basins (cb-08) | 12 | EACH | 9,000.00 | 108,000.00 | ||||||
| 702-03-H | catch basins (cb-05) | 2 | EACH | 3,600.00 | 7,200.00 | ||||||
| 702-04-A | adjusting manholes | 10 | EACH | 1,200.00 | 12,000.00 | ||||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 123.0 | LNFT | 45.00 | 5,535.00 | ||||||
| 704-03 | blocked out guard rail | 162.5 | LNFT | 20.00 | 3,250.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,300.00 | 9,200.00 | ||||||
| 705-01 | barbed wire fence | 2,035 | LNFT | 6.00 | 12,210.00 | ||||||
| 705-06-A | chain link fence (4-foot height) | 421 | LNFT | 20.00 | 8,420.00 | ||||||
| 706-01-A | concrete walk (4" thick) | 5,164.9 | SQYD | 40.00 | 206,596.00 | ||||||
| 706-02-C | concrete drive (6" thick) | 1,068.3 | SQYD | 54.00 | 57,688.20 | ||||||
| 707-03 | combination concrete curb & gutter | 8,997.0 | LNFT | 30.00 | 269,910.00 | ||||||
| 708-01 | right-of-way monument | 23 | EACH | 300.00 | 6,900.00 | ||||||
| 708-02 | right-of-way monument witness post | 16 | EACH | 300.00 | 4,800.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 85,000.00 | 85,000.00 | ||||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
4.000 | MILE | 320.00 | 1,280.00 | ||||||
| 713-04-B-01 | temporary pvmt. markings (broken line)(4" w)(10' l) (type i removable) |
1.000 | MILE | 4,700.00 | 4,700.00 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 8.000 | MILE | 585.00 | 4,680.00 | ||||||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
2.000 | MILE | 18,000.00 | 36,000.00 | ||||||
| 713-06-D | temporary pavement legends and symbols (rr crossing) | 6 | EACH | 250.00 | 1,500.00 | ||||||
| 717-01 | seeding | 247 | LB | 10.00 | 2,470.00 | ||||||
| 718-01 | fertilizer | 8,203 | LB | 0.30 | 2,460.90 | ||||||
| 722-01 | project site laboratory | 1 | EACH | 85,000.00 | 85,000.00 | ||||||
| 726-01 | bedding material | 934.8 | CUYD | 110.00 | 102,828.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 790,000.00 | 790,000.00 | ||||||
| 729-16-B | object marker assembly (type 2) | 8 | EACH | 77.00 | 616.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 88.00 | 352.00 | ||||||
| 729-19-A | dead end road installations(type a) | 2 | EACH | 1,400.00 | 2,800.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 626 | EACH | 6.20 | 3,881.20 | ||||||
| 732-01-C | plastic pavement striping (8" width) | 150 | LNFT | 1.10 | 165.00 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 192 | LNFT | 4.50 | 864.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 9.000 | MILE | 3,000.00 | 27,000.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 14.132 | MILE | 900.00 | 12,718.80 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 1 | EACH | 210.00 | 210.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 1 | EACH | 230.00 | 230.00 | ||||||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 6 | EACH | 500.00 | 3,000.00 | ||||||
| 735-01 | mailboxes | 68 | EACH | 1.00 | 68.00 | ||||||
| 735-02 | mailbox supports (single) | 68 | EACH | 130.00 | 8,840.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 125,000.00 | 125,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 150,000.00 | 150,000.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 29.83 | CUYD | 1,800.00 | 53,694.00 | ||||||
| 805-01-C | class a concrete (retaining walls) | 79.00 | CUYD | 1,500.00 | 118,500.00 | ||||||
| 805-12-B-01 | reinforced concrete box culverts (5'x 3')(extention) | 5.0 | LNFT | 1,200.00 | 6,000.00 | ||||||
| 805-12-N | reinforced concrete box culverts (7'x 6') | 200.0 | LNFT | 1,500.00 | 300,000.00 | ||||||
| 806-01 | deformed reinforcing steel | 2,545 | LB | 1.50 | 3,817.50 | ||||||
| S-001 | rumble strips (ground-in) | 6.1 | MILE | 1,500.00 | 9,150.00 | ||||||
| S-002 | sawcutting of existing portland cement concrete drives | 6,925 | INFT | 1.10 | 7,617.50 | ||||||
| S-003 | cleaning existing catch basin | 11.0 | EACH | 200.00 | 2,200.00 | ||||||
| S-004 | sawcut in asphaltic concrete (full depth) | 1,274.6 | LNFT | 4.80 | 6,118.08 | ||||||
| S-922 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
1,638 | LNFT | 1.75 | 2,866.50 | ||||||
| S-923 | sawing and sealing transverse joints in asphaltic concrete overlay |
4,965 | LNFT | 1.20 | 5,958.00 | ||||||
| S-927 | sawcuts in asphaltic concrete lifts | 6,603 | LNFT | 1.20 | 7,923.60 | ||||||
| CONTRACTOR TOTAL | 7,998,429.46 | ||||||||||