| |||
| DBE GOAL FED | |||
| Lead Project: 045-31-0024 | |||
| Parish: CADDO | |||
| Routes: LA 169 | |||
| Description: JUNCTION LA 767 - JUNCTION US 71 | |||
| Type Const:
cold planing asphaltic pavement, in-place cement treated base course, superpave asphaltic concrete pavement, pavement patching and related work. | |||
| Estimated Construction Cost: $2,271,723.63 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 36374 | BEST-YET BUILDERS, LLC | $2,074,614.41 |
| 2 | 17464 | BENTON & BROWN, LLC. | $2,238,211.61 |
| 3 | 08584 | MADDEN CONTRACTING CO., INC. | $2,692,056.43 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BEST-YET BUILDERS, LLC |
- 2 - BENTON & BROWN, LLC. |
- 3 - MADDEN CONTRACTING CO., INC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-D | removal of concrete walks & drives | 12 | SQYD | 10.00 | 120.00 | 70.00 | 840.00 | 50.00 | 600.00 | ||
| 202-02-H | removal of guard rail | 692 | LNFT | 4.00 | 2,768.00 | 4.40 | 3,044.80 | 3.50 | 2,422.00 | ||
| 202-02-I | removal of culvert pipe | 4 | LNFT | 150.00 | 600.00 | 25.00 | 100.00 | 100.00 | 400.00 | ||
| 203-05 | excavation and embankment | lump | LUMP | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 | 47,500.00 | 47,500.00 | ||
| 203-07 | borrow (vehicular measurement) | 4,500 | CUYD | 6.00 | 27,000.00 | 18.00 | 81,000.00 | 15.50 | 69,750.00 | ||
| 308-01-A | in-place cement treated base course (12" thick) | 23,420 | SQYD | 7.50 | 175,650.00 | 7.70 | 180,334.00 | 9.80 | 229,516.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
131 | CUYD | 45.00 | 5,895.00 | 40.00 | 5,240.00 | 106.50 | 13,951.50 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 15.0 | CUYD | 100.00 | 1,500.00 | 20.50 | 307.50 | 75.00 | 1,125.00 | ||
| 502-01 | superpave asphaltic concrete | 14,533.1 | TON | 70.00 | 1,017,317.00 | 75.00 | 1,089,982.50 | 78.50 | 1,140,848.35 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,022.7 | TON | 80.00 | 81,816.00 | 85.00 | 86,929.50 | 150.50 | 153,916.35 | ||
| 507-01-A | asphaltic material (crs-2p emulsion) | 30,982 | GAL | 1.91 | 59,175.62 | 1.90 | 58,865.80 | 2.00 | 61,964.00 | ||
| 507-02-B | aggregate (s2) | 34,885 | SQYD | 2.30 | 80,235.50 | 2.30 | 80,235.50 | 2.35 | 81,979.75 | ||
| 507-02-C | aggregate (s3) | 58,305 | SQYD | 1.54 | 89,789.70 | 1.54 | 89,789.70 | 1.60 | 93,288.00 | ||
| 509-01 | cold planing asphaltic pavement | 70,126 | SQYD | 1.50 | 105,189.00 | 1.25 | 87,657.50 | 1.85 | 129,733.10 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,104 | CUYD | 0.10 | - 110.40 | 0.90 | - 993.60 | 1.00 | - 1,104.00 | ||
| 510-01-A | pavement patching (6" minimum thickness) | 410 | SQYD | 65.00 | 26,650.00 | 50.00 | 20,500.00 | 68.50 | 28,085.00 | ||
| 701-01-K/M | cross drain pipe (30" rcp/pcp or 36" cmp) | 56 | LNFT | 200.00 | 11,200.00 | 255.00 | 14,280.00 | 180.00 | 10,080.00 | ||
| 701-08 | relaying pipe | 8 | LNFT | 110.00 | 880.00 | 120.00 | 960.00 | 135.00 | 1,080.00 | ||
| 701-10-G | reinforced concrete pipe (extension)(18") | 16 | LNFT | 100.00 | 1,600.00 | 140.00 | 2,240.00 | 175.00 | 2,800.00 | ||
| 701-10-I | reinforced concrete pipe (extension)(24") | 26 | LNFT | 125.00 | 3,250.00 | 180.00 | 4,680.00 | 195.00 | 5,070.00 | ||
| 701-10-K | reinforced concrete pipe (extension)(30") | 140 | LNFT | 150.00 | 21,000.00 | 185.00 | 25,900.00 | 220.00 | 30,800.00 | ||
| 701-12-N | corrugated metal pipe (extension)(42") | 48 | LNFT | 200.00 | 9,600.00 | 230.00 | 11,040.00 | 520.00 | 24,960.00 | ||
| 701-15 | concrete collar | 4 | EACH | 1,000.00 | 4,000.00 | 850.00 | 3,400.00 | 1,000.00 | 4,000.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 200.0 | LNFT | 34.50 | 6,900.00 | 46.00 | 9,200.00 | 31.00 | 6,200.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 456.0 | LNFT | 52.25 | 23,826.00 | 62.50 | 28,500.00 | 47.50 | 21,660.00 | ||
| 704-03 | blocked out guard rail | 237.5 | LNFT | 19.25 | 4,571.88 | 27.50 | 6,531.25 | 17.50 | 4,156.25 | ||
| 704-11-B | guard rail end treatment (tangent) | 8 | EACH | 2,585.00 | 20,680.00 | 2,700.00 | 21,600.00 | 2,350.00 | 18,800.00 | ||
| 710-01 | flowable fill | 8 | CUYD | 100.00 | 800.00 | 275.00 | 2,200.00 | 725.00 | 5,800.00 | ||
| 712-02 | sacked concrete revetment | 358 | SQYD | 100.00 | 35,800.00 | 80.00 | 28,640.00 | 140.00 | 50,120.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 50,000.00 | 50,000.00 | 55,000.00 | 55,000.00 | 157,500.00 | 157,500.00 | ||
| 713-02-E | temporary pavement markings (24" width) | 77 | LNFT | 1.00 | 77.00 | 1.00 | 77.00 | 0.01 | 0.77 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
10.038 | MILE | 250.00 | 2,509.50 | 345.00 | 3,463.11 | 325.00 | 3,262.35 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
5.624 | MILE | 1.00 | 5.62 | 325.00 | 1,827.80 | 1.00 | 5.62 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 40.735 | MILE | 1.00 | 40.74 | 500.00 | 20,367.50 | 1.00 | 40.74 | ||
| 713-05-D | temporary pavement legends and symbols (rr crossing) | 2 | EACH | 55.00 | 110.00 | 55.00 | 110.00 | 1.00 | 2.00 | ||
| 713-06-A | temporary reflectorized raised pavement markers (tabs) | 831 | EACH | 1.10 | 914.10 | 1.50 | 1,246.50 | 1.35 | 1,121.85 | ||
| 716-01-A | mulch (vegetative) | 20.00 | TON | 5.25 | 105.00 | 820.00 | 16,400.00 | 700.00 | 14,000.00 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 10,000.00 | 10,000.00 | 5,750.00 | 5,750.00 | 10,000.00 | 10,000.00 | ||
| 727-01 | mobilization | lump | LUMP | 25,000.00 | 25,000.00 | 55,000.00 | 55,000.00 | 157,500.00 | 157,500.00 | ||
| 729-16-B | object marker assembly (type 2) | 2 | EACH | 75.00 | 150.00 | 65.00 | 130.00 | 65.00 | 130.00 | ||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 85.00 | 680.00 | 100.00 | 800.00 | 75.00 | 600.00 | ||
| 731-02 | reflectorized raised pavement markers | 952 | EACH | 5.50 | 5,236.00 | 5.60 | 5,331.20 | 4.50 | 4,284.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 77 | LNFT | 3.60 | 277.20 | 3.60 | 277.20 | 3.00 | 231.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 22.952 | MILE | 2,850.00 | 65,413.20 | 2,750.00 | 63,118.00 | 2,150.00 | 49,346.80 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 3.490 | MILE | 875.00 | 3,053.75 | 875.00 | 3,053.75 | 700.00 | 2,443.00 | ||
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 2 | EACH | 475.00 | 950.00 | 465.00 | 930.00 | 400.00 | 800.00 | ||
| 735-01 | mailboxes | 41 | EACH | 10.00 | 410.00 | 1.10 | 45.10 | 1.00 | 41.00 | ||
| 735-02 | mailbox supports (single) | 23 | EACH | 50.00 | 1,150.00 | 150.00 | 3,450.00 | 135.00 | 3,105.00 | ||
| 735-03 | mailbox supports (double) | 9 | EACH | 100.00 | 900.00 | 200.00 | 1,800.00 | 180.00 | 1,620.00 | ||
| 739-01 | hydro-seeding | 10.00 | ACRE | 1,800.00 | 18,000.00 | 1,675.00 | 16,750.00 | 1,500.00 | 15,000.00 | ||
| 740-01 | construction layout | lump | LUMP | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 0.65 | CUYD | 1,000.00 | 650.00 | 4,600.00 | 2,990.00 | 7,700.00 | 5,005.00 | ||
| 806-01 | deformed reinforcing steel | 79 | LB | 1.00 | 79.00 | 10.00 | 790.00 | 4.00 | 316.00 | ||
| S-001 | saw cutting concrete drives (4" depth) | 60 | LNFT | 20.00 | 1,200.00 | 25.00 | 1,500.00 | 20.00 | 1,200.00 | ||
| CONTRACTOR TOTAL | 2,074,614.41 | 2,238,211.61 | 2,692,056.43 | ||||||||