| |||
| DBE GOAL FED | |||
| Lead Project: 454-04-0076 | |||
| Parish: ST TAMMANY | |||
| Routes: I-12 | |||
| Description: TANGIPAHOA PARISH LINE - JCT. US 190 (COVINGTON) | |||
| Type Const:
grading, drainage structures, cold planing asphatic concrete pavement, superpave asphaltic concrete pavement, pavement patching, portland cement conrete pvmt, and related work. | |||
| Estimated Construction Cost: $16,156,466.35 | |||
| Maximum Number of Days Allowed for Construction: 370 | |||
| Calculated Daily User Cost: $5,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $12,453,000.00 | 160 | $13,253,000.00 |
| 2 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $13,993,681.07 | 250 | $15,243,681.07 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $15,025,627.85 | 300 | $16,525,627.85 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC. |
- 2 - BOH BROS. 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 | 10,000.00 | 10,000.00 | 1,000.00 | 1,000.00 | 20,000.00 | 20,000.00 | ||
| 202-02-H | removal of guard rail | 4,999 | LNFT | 10.00 | 49,990.00 | 5.00 | 24,995.00 | 20.00 | 99,980.00 | ||
| 203-01 | general excavation | 3,872 | CUYD | 1.00 | 3,872.00 | 12.00 | 46,464.00 | 18.00 | 69,696.00 | ||
| 203-07 | borrow (vehicular meas.) | 24,600 | CUYD | 20.00 | 492,000.00 | 15.00 | 369,000.00 | 18.00 | 442,800.00 | ||
| 203-07-B | borrow (vehicular meas.)(plastic soils) | 2,400 | CUYD | 20.00 | 48,000.00 | 20.00 | 48,000.00 | 18.00 | 43,200.00 | ||
| 204-02 | temporary hay or straw bales | 20 | EACH | 100.00 | 2,000.00 | 15.00 | 300.00 | 50.00 | 1,000.00 | ||
| 204-06 | temporary silt fencing | 15,000 | LNFT | 1.50 | 22,500.00 | 1.50 | 22,500.00 | 5.00 | 75,000.00 | ||
| 302-02-G | class ii base course (16" thick) | 8,710.2 | SQYD | 35.00 | 304,857.00 | 80.00 | 696,816.00 | 44.00 | 383,248.80 | ||
| 502-01 | superpave asphaltic concrete | 58,927.1 | TON | 80.00 | 4,714,168.00 | 88.00 | 5,185,584.80 | 77.50 | 4,566,850.25 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
1,900.0 | TON | 80.00 | 152,000.00 | 130.00 | 247,000.00 | 150.00 | 285,000.00 | ||
| 508-01 | asphalt concrete (sma) wearing course | 40,356.9 | TON | 90.00 | 3,632,121.00 | 115.00 | 4,641,043.50 | 125.00 | 5,044,612.50 | ||
| 509-01 | cold planing asphaltic pavement | 327,439 | SQYD | 3.00 | 982,317.00 | 2.00 | 654,878.00 | 2.00 | 654,878.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 13,643 | CUYD | 20.00 | - 272,860.00 | 15.00 | - 204,645.00 | 0.10 | - 1,364.30 | ||
| 510-01-D | pavement patching (18" minimum thickness) | 300 | SQYD | 150.00 | 45,000.00 | 185.00 | 55,500.00 | 150.00 | 45,000.00 | ||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
702 | LNFT | 2.00 | 1,404.00 | 11.00 | 7,722.00 | 1.00 | 702.00 | ||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
848 | LNFT | 2.00 | 1,696.00 | 10.00 | 8,480.00 | 1.00 | 848.00 | ||
| 602-03 | cleaning and sealing cracks | 1,000 | LNFT | 3.00 | 3,000.00 | 8.00 | 8,000.00 | 1.00 | 1,000.00 | ||
| 701-10-G | reinforced concrete pipe (extension)(18") | 12 | LNFT | 300.00 | 3,600.00 | 110.00 | 1,320.00 | 425.00 | 5,100.00 | ||
| 701-15 | concrete collar | 17 | EACH | 1,000.00 | 17,000.00 | 450.00 | 7,650.00 | 725.00 | 12,325.00 | ||
| 702-07-A | cross drain safety end (type 1) | 1 | EACH | 750.00 | 750.00 | 4,500.00 | 4,500.00 | 6,000.00 | 6,000.00 | ||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 125.0 | LNFT | 45.00 | 5,625.00 | 45.00 | 5,625.00 | 52.00 | 6,500.00 | ||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 287.5 | LNFT | 41.00 | 11,787.50 | 40.00 | 11,500.00 | 30.00 | 8,625.00 | ||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 287.5 | LNFT | 61.00 | 17,537.50 | 60.00 | 17,250.00 | 52.00 | 14,950.00 | ||
| 704-03 | blocked out guard rail | 3,325.0 | LNFT | 18.00 | 59,850.00 | 18.00 | 59,850.00 | 19.00 | 63,175.00 | ||
| 704-06 | guard rail anchor sections (trailing end) | 25.0 | LNFT | 78.00 | 1,950.00 | 75.00 | 1,875.00 | 78.00 | 1,950.00 | ||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
37.5 | LNFT | 91.00 | 3,412.50 | 90.00 | 3,375.00 | 95.00 | 3,562.50 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 350.0 | LNFT | 61.00 | 21,350.00 | 60.00 | 21,000.00 | 55.00 | 19,250.00 | ||
| 704-10 | guard rail anchor block | 14 | EACH | 1,900.00 | 26,600.00 | 1,825.00 | 25,550.00 | 1,400.00 | 19,600.00 | ||
| 704-11-A | guard rail end treatment (flared) | 24 | EACH | 2,400.00 | 57,600.00 | 2,300.00 | 55,200.00 | 2,000.00 | 48,000.00 | ||
| 706-03-A | incidental concrete paving (4" thick) | 1,175.3 | SQYD | 45.00 | 52,888.50 | 60.00 | 70,518.00 | 50.00 | 58,765.00 | ||
| 707-04 | asphaltic curb | 100.0 | LNFT | 50.00 | 5,000.00 | 30.00 | 3,000.00 | 60.00 | 6,000.00 | ||
| 710-01 | flowable fill | 50 | CUYD | 90.00 | 4,500.00 | 300.00 | 15,000.00 | 155.00 | 7,750.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 497,550.00 | 497,550.00 | 100,000.00 | 100,000.00 | 900,000.00 | 900,000.00 | ||
| 713-02-C | temporary pavement markings (8" width) | 8,427 | LNFT | 0.01 | 84.27 | 0.17 | 1,432.59 | 0.42 | 3,539.34 | ||
| 713-02-E | temporary pavement markings (24" width) | 3,198 | LNFT | 0.01 | 31.98 | 0.55 | 1,758.90 | 1.50 | 4,797.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
62.013 | MILE | 10.00 | 620.13 | 10.00 | 620.13 | 1.00 | 62.01 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
62.130 | MILE | 100.00 | 6,213.00 | 20.00 | 1,242.60 | 1.00 | 62.13 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 148.470 | MILE | 100.00 | 14,847.00 | 25.00 | 3,711.75 | 1.00 | 148.47 | ||
| 713-05-A | temporary pavement legends and symbols (arrow) | 12 | EACH | 80.00 | 960.00 | 10.00 | 120.00 | 52.00 | 624.00 | ||
| 713-05-C | temporary pavement legends and symbols (only) | 12 | EACH | 80.00 | 960.00 | 10.00 | 120.00 | 52.00 | 624.00 | ||
| 716-01-A | mulch (vegetative) | 10.0 | TON | 800.00 | 8,000.00 | 700.00 | 7,000.00 | 710.00 | 7,100.00 | ||
| 721-01 | mowing | 2,320.0 | ACRE | 20.00 | 46,400.00 | 40.00 | 92,800.00 | 35.00 | 81,200.00 | ||
| 727-01 | mobilization | lump | LUMP | 725,000.00 | 725,000.00 | 1,135,000.00 | 1,135,000.00 | 1,489,000.00 | 1,489,000.00 | ||
| 729-16-B | object marker assembly (type 2) | 94 | EACH | 90.00 | 8,460.00 | 65.00 | 6,110.00 | 65.00 | 6,110.00 | ||
| 729-16-C | object marker assembly (type 3) | 34 | EACH | 110.00 | 3,740.00 | 80.00 | 2,720.00 | 77.00 | 2,618.00 | ||
| 731-02 | reflectorized raised pavement markers | 4,100 | EACH | 5.25 | 21,525.00 | 5.50 | 22,550.00 | 5.50 | 22,550.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 2,809 | LNFT | 1.00 | 2,809.00 | 1.00 | 2,809.00 | 1.15 | 3,230.35 | ||
| 732-01-E | plastic pavement striping (24" width) | 1,066 | LNFT | 4.50 | 4,797.00 | 4.50 | 4,797.00 | 4.00 | 4,264.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 49.490 | MILE | 3,000.00 | 148,470.00 | 2,400.00 | 118,776.00 | 3,000.00 | 148,470.00 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 20.671 | MILE | 1,000.00 | 20,671.00 | 800.00 | 16,536.80 | 800.00 | 16,536.80 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 4 | EACH | 500.00 | 2,000.00 | 200.00 | 800.00 | 210.00 | 840.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 4 | EACH | 500.00 | 2,000.00 | 200.00 | 800.00 | 220.00 | 880.00 | ||
| 732-05 | removal of existing markings | 3.000 | MILE | 500.00 | 1,500.00 | 5,000.00 | 15,000.00 | 5,750.00 | 17,250.00 | ||
| 739-01 | hydro-seeding | 30.00 | ACRE | 1,000.00 | 30,000.00 | 1,000.00 | 30,000.00 | 1,000.00 | 30,000.00 | ||
| 740-01 | construction layout | lump | LUMP | 196,483.12 | 196,483.12 | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | ||
| S-001 | rumble strips (ground-in) | 40.5 | MILE | 900.00 | 36,450.00 | 900.00 | 36,450.00 | 330.00 | 13,365.00 | ||
| S-002 | concrete apron | 37 | EACH | 1,000.00 | 37,000.00 | 1,400.00 | 51,800.00 | 900.00 | 33,300.00 | ||
| S-003 | exposing existing r.c. pipe | 153 | LNFT | 100.00 | 15,300.00 | 50.00 | 7,650.00 | 26.00 | 3,978.00 | ||
| S-004 | dynamic message sign unit | 6 | EACH | 10,000.00 | 60,000.00 | 13,000.00 | 78,000.00 | 12,500.00 | 75,000.00 | ||
| S-005 | remove and relocate sign posts and footings | 5 | EACH | 3,100.00 | 15,500.00 | 3,100.00 | 15,500.00 | 2,200.00 | 11,000.00 | ||
| S-006 | cleaning existing ditches | 6,350 | LNFT | 1.75 | 11,112.50 | 3.50 | 22,225.00 | 4.50 | 28,575.00 | ||
| S-007 | video detector device and connection | 1 | EACH | 8,000.00 | 8,000.00 | 7,000.00 | 7,000.00 | 7,000.00 | 7,000.00 | ||
| S-008 | video detection system (intersection) | 1 | EACH | 5,000.00 | 5,000.00 | 9,500.00 | 9,500.00 | 4,500.00 | 4,500.00 | ||
| S-009 | raising and/or undersealing concrete pavement slabs | 10,000 | LBS | 4.00 | 40,000.00 | 6.00 | 60,000.00 | 4.50 | 45,000.00 | ||
| ITEM TOTAL (CONSTRUCTION BID) | 12,453,000.00 | 13,993,681.07 | 15,025,627.85 | ||||||||
| NUMBER OF DAYS BID AT $5,000 PER DAY. | 800,000.00 | 1,250,000.00 | 1,500,000.00 | ||||||||
| TOTAL BID | 13,253,000.00 | 15,243,681.07 | 16,525,627.85 | ||||||||