| |||
| DBE GOAL FED | |||
| Lead Project: 424-04-0051 | |||
| Parish: IBERIA | |||
| Routes: US 90 | |||
| Description: US 90 FRONTAGE ROADS (LA 675 - LA 88) | |||
| Type Const:
grading, drainage structures, subgrade layer, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridge and related work. | |||
| Estimated Construction Cost: $11,246,648.25 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 04089 | H & S CONSTRUCTION CO., INC. | $10,695,104.99 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $11,810,654.45 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $12,717,397.05 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - H & S CONSTRUCTION CO., INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 85,000.00 | 85,000.00 | 25,000.00 | 25,000.00 | 75,000.00 | 75,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 6,286 | SQYD | 7.65 | 48,087.90 | 5.80 | 36,458.80 | 12.00 | 75,432.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 2,441.7 | SQYD | 4.20 | 10,255.14 | 8.00 | 19,533.60 | 30.00 | 73,251.00 | ||
| 202-02-H-01 | removal of guard rail (us 90 @ segura branch) | 943 | LNFT | 4.75 | 4,479.25 | 11.00 | 10,373.00 | 13.55 | 12,777.65 | ||
| 203-01 | general excavation | 41,767 | CUYD | 4.22 | 176,256.74 | 4.20 | 175,421.40 | 7.00 | 292,369.00 | ||
| 203-02 | drainage excavation | 1,168 | CUYD | 9.00 | 10,512.00 | 12.00 | 14,016.00 | 14.00 | 16,352.00 | ||
| 203-03 | embankment | 29,039 | CUYD | 6.00 | 174,234.00 | 17.00 | 493,663.00 | 8.50 | 246,831.50 | ||
| 204-05-A | temporary sediment check dams (hay) | 14 | EACH | 75.90 | 1,062.60 | 230.00 | 3,220.00 | 225.00 | 3,150.00 | ||
| 204-06 | temporary silt fencing | 32,073 | LNFT | 1.38 | 44,260.74 | 1.75 | 56,127.75 | 7.00 | 224,511.00 | ||
| 302-02-F-01 | class ii base course (12" thick)(stone or recycled pccp) |
115,161.4 | SQYD | 24.85 | 2,861,760.79 | 25.00 | 2,879,035.00 | 29.75 | 3,426,051.65 | ||
| 305-01-D | subgrade layer (12" thick) | 118,733 | SQYD | 5.19 | 616,224.27 | 6.00 | 712,398.00 | 6.00 | 712,398.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
503 | CUYD | 54.32 | 27,322.96 | 78.00 | 39,234.00 | 100.00 | 50,300.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,148.4 | CUYD | 53.51 | 61,450.88 | 65.00 | 74,646.00 | 105.00 | 120,582.00 | ||
| 502-01 | superpave asphaltic concrete | 20,712.3 | TON | 98.00 | 2,029,805.40 | 100.00 | 2,071,230.00 | 110.00 | 2,278,353.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,308.3 | TON | 130.00 | 170,079.00 | 135.00 | 176,620.50 | 150.00 | 196,245.00 | ||
| 701-05-G | side drain pipe (18") | 2,933 | LNFT | 44.71 | 131,134.43 | 58.00 | 170,114.00 | 60.00 | 175,980.00 | ||
| 701-05-I | side drain pipe (24") | 3,942 | LNFT | 53.43 | 210,621.06 | 78.00 | 307,476.00 | 65.00 | 256,230.00 | ||
| 701-05-I-01 | side drain pipe (24") (erosion) | 2,108 | LNFT | 56.61 | 119,333.88 | 70.00 | 147,560.00 | 65.00 | 137,020.00 | ||
| 701-05-M-01 | side drain pipe (36")(erosion) | 109 | LNFT | 86.27 | 9,403.43 | 90.00 | 9,810.00 | 85.00 | 9,265.00 | ||
| 701-06-B | side drain pipe arch (18" equiv.)(22" x 13") | 513 | LNFT | 52.71 | 27,040.23 | 57.00 | 29,241.00 | 60.00 | 30,780.00 | ||
| 701-10-M | reinforced concrete pipe (extension)(36") | 13 | LNFT | 125.73 | 1,634.49 | 275.00 | 3,575.00 | 205.00 | 2,665.00 | ||
| 702-02-B | manholes (r-cb-11) | 1 | EACH | 5,500.00 | 5,500.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | ||
| 702-02-C | manholes (r-cb-11 mod) | 1 | EACH | 5,500.00 | 5,500.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | ||
| 702-08-A | side drain safety end (type 1) | 113 | EACH | 1,300.00 | 146,900.00 | 1,400.00 | 158,200.00 | 2,500.00 | 282,500.00 | ||
| 704-03 | blocked out guard rail | 3,277.5 | LNFT | 21.45 | 70,302.38 | 28.00 | 91,770.00 | 20.00 | 65,550.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 300.0 | LNFT | 61.60 | 18,480.00 | 75.00 | 22,500.00 | 60.00 | 18,000.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 2,310.00 | 9,240.00 | 2,500.00 | 10,000.00 | 2,200.00 | 8,800.00 | ||
| 704-11-B | guard rail end treatment (tangent) | 10 | EACH | 2,695.00 | 26,950.00 | 600.00 | 6,000.00 | 2,600.00 | 26,000.00 | ||
| 706-02-C | concrete drive (6" thick) | 946.7 | SQYD | 55.00 | 52,068.50 | 65.00 | 61,535.50 | 52.00 | 49,228.40 | ||
| 712-04 | flexible revetment | 1,092 | SQYD | 71.50 | 78,078.00 | 50.00 | 54,600.00 | 80.00 | 87,360.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 60,000.00 | 60,000.00 | 85,000.00 | 85,000.00 | 35,000.00 | 35,000.00 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 9,246.00 | 9,246.00 | 45,000.00 | 45,000.00 | 15,000.00 | 15,000.00 | ||
| 726-01 | bedding material | 2,297.7 | CUYD | 95.13 | 218,580.20 | 88.00 | 202,197.60 | 80.00 | 183,816.00 | ||
| 727-01 | mobilization | lump | LUMP | 500,000.00 | 500,000.00 | 1,100,000.00 | 1,100,000.00 | 1,000,000.00 | 1,000,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 16 | EACH | 71.50 | 1,144.00 | 115.00 | 1,840.00 | 70.00 | 1,120.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 110.00 | 880.00 | 230.00 | 1,840.00 | 105.00 | 840.00 | ||
| 729-19-A | dead end road installations(type a) | 1 | EACH | 1,375.00 | 1,375.00 | 2,000.00 | 2,000.00 | 1,300.00 | 1,300.00 | ||
| 731-02 | reflectorized raised pavement markers | 820 | EACH | 6.33 | 5,190.60 | 7.00 | 5,740.00 | 5.00 | 4,100.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 88 | LNFT | 4.95 | 435.60 | 5.75 | 506.00 | 2.00 | 176.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 12.429 | MILE | 2,530.00 | 31,445.37 | 3,200.00 | 39,772.80 | 2,400.00 | 29,829.60 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 6.214 | MILE | 935.00 | 5,810.09 | 1,200.00 | 7,456.80 | 650.00 | 4,039.10 | ||
| 735-01 | mailboxes | 22 | EACH | 1.10 | 24.20 | 20.00 | 440.00 | 1.00 | 22.00 | ||
| 735-02 | mailbox supports (single) | 19 | EACH | 104.50 | 1,985.50 | 150.00 | 2,850.00 | 150.00 | 2,850.00 | ||
| 735-03 | mailbox supports (double) | 2 | EACH | 154.00 | 308.00 | 200.00 | 400.00 | 180.00 | 360.00 | ||
| 735-04 | mailbox supports (multiple) | 1 | EACH | 220.00 | 220.00 | 230.00 | 230.00 | 350.00 | 350.00 | ||
| 739-01 | hydro-seeding | 23.05 | ACRE | 1,155.00 | 26,622.75 | 1,200.00 | 27,660.00 | 1,100.00 | 25,355.00 | ||
| 740-01 | construction layout | lump | LUMP | 285,000.00 | 285,000.00 | 90,000.00 | 90,000.00 | 175,000.00 | 175,000.00 | ||
| 804-01-B | precast concrete piles (14") | 3,384 | LNFT | 55.00 | 186,120.00 | 48.00 | 162,432.00 | 57.00 | 192,888.00 | ||
| 804-12 | loading permanent piles | 2 | EACH | 14,300.00 | 28,600.00 | 10,000.00 | 20,000.00 | 1.00 | 2.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 166.00 | CUYD | 1,179.00 | 195,714.00 | 1,550.00 | 257,300.00 | 1,200.00 | 199,200.00 | ||
| 805-01-F | class a concrete (bents) | 77.52 | CUYD | 962.50 | 74,613.00 | 1,250.00 | 96,900.00 | 1,200.00 | 93,024.00 | ||
| 805-03 | class aa concrete | 307.60 | CUYD | 1,100.00 | 338,360.00 | 700.00 | 215,320.00 | 850.00 | 261,460.00 | ||
| 805-12-F | reinforced concrete box culverts (5'x 4') | 409.0 | LNFT | 473.00 | 193,457.00 | 600.00 | 245,400.00 | 500.00 | 204,500.00 | ||
| 805-12-J | reinforced concrete box culverts (6'x 5') | 315.0 | LNFT | 555.50 | 174,982.50 | 700.00 | 220,500.00 | 600.00 | 189,000.00 | ||
| 805-12-P | reinforced concrete box culverts (7'x 7') | 302.0 | LNFT | 775.50 | 234,201.00 | 800.00 | 241,600.00 | 800.00 | 241,600.00 | ||
| 805-12-X | reinforced concrete box culverts (10'x 10') | 412.0 | LNFT | 1,182.00 | 486,984.00 | 1,200.00 | 494,400.00 | 1,100.00 | 453,200.00 | ||
| 806-01 | deformed reinforcing steel | 78,607 | LB | 1.25 | 98,258.75 | 1.10 | 86,467.70 | 1.25 | 98,258.75 | ||
| 810-01 | concrete railing (barrier) | 400.00 | LNFT | 66.00 | 26,400.00 | 75.00 | 30,000.00 | 80.00 | 32,000.00 | ||
| 813-01 | concrete approach slabs | 622.24 | SQYD | 203.50 | 126,625.84 | 275.00 | 171,116.00 | 210.00 | 130,670.40 | ||
| S-001 | cleaning existing ditches | 27,709 | LNFT | 5.28 | 146,303.52 | 3.00 | 83,127.00 | 6.00 | 166,254.00 | ||
| S-002 | sawcutting of existing pcc drives | 2,400 | INFT | 1.35 | 3,240.00 | 2.00 | 4,800.00 | 5.50 | 13,200.00 | ||
| CONTRACTOR TOTAL | 10,695,104.99 | 11,810,654.45 | 12,717,397.05 | ||||||||