| |||
| DBE GOAL FED | |||
| Lead Project: 744-40-0018 | |||
| Parish: RAPIDES | |||
| Routes: | |||
| Description: BAYOU RAPIDES MULTI-USE TRAIL PHASE 1B | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, concrete walk, landscaping, lighting and related work. | |||
| Estimated Construction Cost: $430,953.55 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 27239 | APECK CONSTRUCTION, INC. | $496,304.64 |
| 2 | 32044 | QUALITY DESIGN & CONSTRUCTION, INC. | $582,272.90 |
| 3 | 37477 | VANTEL, INC | $586,379.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - APECK CONSTRUCTION, INC. |
- 2 - QUALITY DESIGN & CONSTRUCTION, INC. |
- 3 - VANTEL, INC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-I | removal of asphaltic concrete surface | 50.0 | SQYD | 48.00 | 2,400.00 | 40.00 | 2,000.00 | 13.00 | 650.00 | ||
| 202-02-J | removal of existing bike route end sign | 1 | EACH | 200.00 | 200.00 | 330.00 | 330.00 | 100.00 | 100.00 | ||
| 203-05 | excavation and embankment | lump | LUMP | 32,639.00 | 32,639.00 | 118,000.00 | 118,000.00 | 38,000.00 | 38,000.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 3 | EACH | 300.00 | 900.00 | 220.00 | 660.00 | 300.00 | 900.00 | ||
| 204-06 | temporary silt fencing | 505 | LNFT | 3.15 | 1,590.75 | 2.00 | 1,010.00 | 3.00 | 1,515.00 | ||
| 302-02-A | class ii base course (4" thick) | 3,062.5 | SQYD | 8.19 | 25,081.88 | 13.00 | 39,812.50 | 13.00 | 39,812.50 | ||
| 502-01 | superpave asphaltic concrete | 264.8 | TON | 118.00 | 31,246.40 | 153.00 | 40,514.40 | 150.00 | 39,720.00 | ||
| 701-01-F | cross drain pipe (15" rcp) | 38 | LNFT | 79.00 | 3,002.00 | 165.70 | 6,296.60 | 65.00 | 2,470.00 | ||
| 705-06-D | chain link fence (7-foot height) | 60 | LNFT | 22.00 | 1,320.00 | 50.00 | 3,000.00 | 50.00 | 3,000.00 | ||
| 706-01-A | concrete walk (4" thick) | 447.5 | SQYD | 48.00 | 21,480.00 | 55.60 | 24,881.00 | 50.00 | 22,375.00 | ||
| 711-02-C | riprap (30 lb) | 18 | CUYD | 87.96 | 1,583.28 | 114.20 | 2,055.60 | 35.00 | 630.00 | ||
| 711-04 | geotextile fabric | 3,110 | SQYD | 1.86 | 5,784.60 | 2.00 | 6,220.00 | 2.00 | 6,220.00 | ||
| 715-01 | topsoil | 450 | CUYD | 18.00 | 8,100.00 | 25.50 | 11,475.00 | 6.00 | 2,700.00 | ||
| 716-01-A | mulch (vegetative) | 0.7 | TON | 450.00 | 315.00 | 3,060.00 | 2,142.00 | 1,200.00 | 840.00 | ||
| 719-01-A | plants (white oak, quercus alba, 2" caliper, 10'-12' ht, 4' min spread, 25 gal) |
11 | EACH | 432.00 | 4,752.00 | 321.00 | 3,531.00 | 347.00 | 3,817.00 | ||
| 719-01-B | plants (nuttalli oak, quercus nuttallii, 2" caliper, 10'-12' ht, 4' min spread, 25 gal) |
12 | EACH | 432.00 | 5,184.00 | 321.00 | 3,852.00 | 347.00 | 4,164.00 | ||
| 719-01-C | plants (river birch, betula nigra, 2" caliper, 10'-12' ht, 4' min spread, 25 gal) |
23 | EACH | 432.00 | 9,936.00 | 315.00 | 7,245.00 | 347.00 | 7,981.00 | ||
| 719-01-D | plants (weeping willow, salix babylonica, 2" caliper, 10'-12' ht, 4' min spread, 25 gal) |
2 | EACH | 432.00 | 864.00 | 315.00 | 630.00 | 347.00 | 694.00 | ||
| 719-01-E | plants (bald cypress, taxodium distichum, 2" caliper, 10'-12' ht, 4' min spread, 25 gal) |
30 | EACH | 432.00 | 12,960.00 | 315.00 | 9,450.00 | 347.00 | 10,410.00 | ||
| 719-01-F | plants (swamp red maple, acer rubrum drumimondii, 2" caliper, 10'-12' ht, 4' min spread, 25 gal) |
19 | EACH | 480.00 | 9,120.00 | 321.00 | 6,099.00 | 347.00 | 6,593.00 | ||
| 719-01-G | plants (eastern red cedar, juniperus virginiana, 6'-8' ht, 3' min spread, 15 gal) |
23 | EACH | 384.00 | 8,832.00 | 312.00 | 7,176.00 | 268.00 | 6,164.00 | ||
| 719-02 | top dressing mulch (3" depth) | 2,275 | SQYD | 4.20 | 9,555.00 | 4.10 | 9,327.50 | 9.00 | 20,475.00 | ||
| 723-01 | granular material (net section) | 45 | CUYD | 86.67 | 3,900.15 | 76.50 | 3,442.50 | 100.00 | 4,500.00 | ||
| 727-01 | mobilization | lump | LUMP | 6,500.00 | 6,500.00 | 28,400.00 | 28,400.00 | 5,000.00 | 5,000.00 | ||
| 729-01 | sign (type a) | 14.4 | SQFT | 110.00 | 1,584.00 | 25.50 | 367.20 | 135.00 | 1,944.00 | ||
| 729-08-A | mounting (2 1/2" post) | 5 | EACH | 25.00 | 125.00 | 90.00 | 450.00 | 50.00 | 250.00 | ||
| 730-01 | trenching and backfilling | 2,772 | LNFT | 7.00 | 19,404.00 | 3.50 | 9,702.00 | 5.00 | 13,860.00 | ||
| 730-02-A | conduit with conductors (3/4", lfmc, 2#8, 1#10 green ground) |
12 | LNFT | 10.00 | 120.00 | 15.00 | 180.00 | 100.00 | 1,200.00 | ||
| 730-02-B | conduit with conductors (3/4", rigid aluminum conduit, 2#8, 1#10 green ground) |
440 | LNFT | 8.18 | 3,599.20 | 23.90 | 10,516.00 | 7.00 | 3,080.00 | ||
| 730-02-C | conduit with conductors (1", sch 40 pvc, 2#8, 1#10 green ground) |
2,820 | LNFT | 7.62 | 21,488.40 | 4.50 | 12,690.00 | 7.00 | 19,740.00 | ||
| 730-05 | light pole (14 ft aluminum, decorative) | 41 | EACH | 1,800.00 | 73,800.00 | 1,450.00 | 59,450.00 | 1,600.00 | 65,600.00 | ||
| 730-07-A | luminaire (16" dia sphere pole mounted area hid) | 41 | EACH | 1,200.00 | 49,200.00 | 1,140.00 | 46,740.00 | 1,100.00 | 45,100.00 | ||
| 730-07-B | luminaire (16" dia sphere surface mounted area hid) | 4 | EACH | 720.00 | 2,880.00 | 740.00 | 2,960.00 | 700.00 | 2,800.00 | ||
| 730-08 | electrical service point (pedestal mounted lighting controller cabinet) |
1 | EACH | 5,400.00 | 5,400.00 | 7,400.00 | 7,400.00 | 5,000.00 | 5,000.00 | ||
| 730-10 | fabricated light pole support | 41 | EACH | 1,020.00 | 41,820.00 | 428.00 | 17,548.00 | 900.00 | 36,900.00 | ||
| 738-01 | mulch sodding | 340 | CUYD | 18.00 | 6,120.00 | 21.30 | 7,242.00 | 10.00 | 3,400.00 | ||
| 739-01 | hydro-seeding | 0.47 | ACRE | 634.00 | 297.98 | 4,080.00 | 1,917.60 | 2,500.00 | 1,175.00 | ||
| 740-01 | construction layout | lump | LUMP | 3,000.00 | 3,000.00 | 7,700.00 | 7,700.00 | 5,000.00 | 5,000.00 | ||
| S-001 | bike path canopy incl. retaining wall,metal structure,sheeting,seg block ret.wall leveling pads,concrete cap& geogrid |
lump | LUMP | 59,500.00 | 59,500.00 | 58,900.00 | 58,900.00 | 152,000.00 | 152,000.00 | ||
| S-002 | saw cut asphaltic concrete (per 1" depth) | 120 | LNFT | 6.00 | 720.00 | 8.00 | 960.00 | 5.00 | 600.00 | ||
| CONTRACTOR TOTAL | 496,304.64 | 582,272.90 | 586,379.50 | ||||||||