| |||
| DBE GOAL FED | |||
| Lead Project: 454-01-0080 | |||
| Parish: E BATON ROUGE | |||
| Routes: I-12 | |||
| Description: MILLERVILLE ROAD - LIVINGSTON PARISH LINE | |||
| Type Const:
grading, drainage structures, cold planing asphaltic pvmt, stone matrix asphalt, superpave asphaltic concreteoverlay, concrete patching, underseal concrete slab, and related work | |||
| Estimated Construction Cost: $4,620,613.11 | |||
| Maximum Number of Days Allowed for Construction: 185 | |||
| Calculated Daily User Cost: $5,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 00481 | COASTAL BRIDGE CO., L.L.C. | $5,531,766.99 | 150 | $6,281,766.99 |
| 2 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $7,501,325.60 | 165 | $8,326,325.60 |
| 3 | 46547 | KNISH CORPORATION | $8,057,961.32 | 60 | $8,357,961.32 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - COASTAL BRIDGE CO., L.L.C. |
- 2 - BARBER BROS. CONTRACTING CO., L.L.C |
- 3 - KNISH CORPORATION |
|
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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 sign mounting (3 1/2" size post) | 14 | EACH | 625.00 | 8,750.00 | 1,000.00 | 14,000.00 | 625.00 | 8,750.00 | ||
| 202-02-J | removal of sign mounting (w6 x 12 size post) | 6 | EACH | 900.00 | 5,400.00 | 1,200.00 | 7,200.00 | 900.00 | 5,400.00 | ||
| 202-02-K | removal of sign mounting (w8 x 24 size post) | 16 | EACH | 1,100.00 | 17,600.00 | 1,500.00 | 24,000.00 | 1,100.00 | 17,600.00 | ||
| 202-02-L | removal of sign mounting (w10 x 33 size post) | 2 | EACH | 1,200.00 | 2,400.00 | 2,000.00 | 4,000.00 | 1,200.00 | 2,400.00 | ||
| 203-07 | borrow (vehicular measurement) | 2,790 | CUYD | 25.00 | 69,750.00 | 50.00 | 139,500.00 | 50.00 | 139,500.00 | ||
| 204-02 | temporary hay or straw bales | 112 | EACH | 10.00 | 1,120.00 | 20.00 | 2,240.00 | 9.00 | 1,008.00 | ||
| 204-06 | temporary silt fencing | 33,103 | LNFT | 2.00 | 66,206.00 | 1.50 | 49,654.50 | 3.75 | 124,136.25 | ||
| 502-01 | superpave asphaltic concrete | 15,256.8 | TON | 100.00 | 1,525,680.00 | 120.00 | 1,830,816.00 | 151.00 | 2,303,776.80 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
200.0 | TON | 150.00 | 30,000.00 | 200.00 | 40,000.00 | 250.00 | 50,000.00 | ||
| 508-01 | asphalt concrete (sma) wearing course | 5,084.7 | TON | 140.00 | 711,858.00 | 200.00 | 1,016,940.00 | 150.00 | 762,705.00 | ||
| 509-01 | cold planing asphaltic pavement | 27,363 | SQYD | 3.00 | 82,089.00 | 5.00 | 136,815.00 | 5.00 | 136,815.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 570 | CUYD | 1.00 | - 570.00 | 0.00 | 0.00 | 0.01 | - 5.70 | ||
| 510-01-A | pavement patching (6" minimum thickness) | 100 | SQYD | 80.00 | 8,000.00 | 120.00 | 12,000.00 | 250.00 | 25,000.00 | ||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
63,496 | LNFT | 0.25 | 15,874.00 | 3.00 | 190,488.00 | 2.95 | 187,313.20 | ||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
30,684 | LNFT | 1.50 | 46,026.00 | 5.00 | 153,420.00 | 3.35 | 102,791.40 | ||
| 602-03 | cleaning and sealing random cracks | 635 | LNFT | 5.00 | 3,175.00 | 10.00 | 6,350.00 | 11.85 | 7,524.75 | ||
| 602-05-S-01 | full depth patching of jointed conc pvmt (14" thick) (16.0 sq yds & under) |
390.1 | SQYD | 300.00 | 117,030.00 | 800.00 | 312,080.00 | 825.00 | 321,832.50 | ||
| 602-05-S-02 | full depth patching of jointed conc pvmt (14" thick) (16.1-48.0 sq yds) |
253.1 | SQYD | 250.00 | 63,275.00 | 800.00 | 202,480.00 | 825.00 | 208,807.50 | ||
| 602-07 | patching continuously reinforced concrete pavement | 1,909.5 | SQYD | 300.00 | 572,850.00 | 800.00 | 1,527,600.00 | 745.00 | 1,422,577.50 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 575,000.00 | 575,000.00 | 500,000.00 | 500,000.00 | 790,626.00 | 790,626.00 | ||
| 713-02-C | temporary pavement markings (8" width) | 10,930 | LNFT | 0.35 | 3,825.50 | 0.50 | 5,465.00 | 0.35 | 3,825.50 | ||
| 713-02-E | temporary pavement markings (24" width) | 1,209 | LNFT | 1.00 | 1,209.00 | 1.20 | 1,450.80 | 0.90 | 1,088.10 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
18.882 | MILE | 425.00 | 8,024.85 | 350.00 | 6,608.70 | 600.00 | 11,329.20 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
12.588 | MILE | 400.00 | 5,035.20 | 450.00 | 5,664.60 | 395.00 | 4,972.26 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 27.228 | MILE | 800.00 | 21,782.40 | 900.00 | 24,505.20 | 790.00 | 21,510.12 | ||
| 713-05-A | temporary pavement legends and symbols (arrow) | 36 | EACH | 50.00 | 1,800.00 | 60.00 | 2,160.00 | 50.00 | 1,800.00 | ||
| 713-05-C | temporary pavement legends and symbols (only) | 18 | EACH | 50.00 | 900.00 | 60.00 | 1,080.00 | 50.00 | 900.00 | ||
| 727-01 | mobilization | lump | LUMP | 775,000.00 | 775,000.00 | 500,000.00 | 500,000.00 | 589,700.00 | 589,700.00 | ||
| 729-08-B | mounting (3 1/2" post) | 14 | EACH | 800.00 | 11,200.00 | 1,500.00 | 21,000.00 | 780.00 | 10,920.00 | ||
| 729-08-F | mounting (w6 x 12) | 6 | EACH | 900.00 | 5,400.00 | 2,000.00 | 12,000.00 | 875.00 | 5,250.00 | ||
| 729-08-H | mounting (w8 x 24) | 16 | EACH | 1,800.00 | 28,800.00 | 3,000.00 | 48,000.00 | 1,800.00 | 28,800.00 | ||
| 729-08-I | mounting (w10 x 33) | 2 | EACH | 2,200.00 | 4,400.00 | 4,000.00 | 8,000.00 | 2,150.00 | 4,300.00 | ||
| 729-16-B | object marker assembly (type 2) | 20 | EACH | 50.00 | 1,000.00 | 80.00 | 1,600.00 | 50.00 | 1,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 20 | EACH | 75.00 | 1,500.00 | 120.00 | 2,400.00 | 75.00 | 1,500.00 | ||
| 729-17 | milepost assembly (ground mounted) | 4 | EACH | 600.00 | 2,400.00 | 800.00 | 3,200.00 | 100.00 | 400.00 | ||
| 731-02 | reflectorized raised pavement markers | 3,042 | EACH | 5.10 | 15,514.20 | 6.00 | 18,252.00 | 5.10 | 15,514.20 | ||
| 732-01-C | plastic pavement striping (8" width) | 3,643 | LNFT | 1.00 | 3,643.00 | 1.20 | 4,371.60 | 0.90 | 3,278.70 | ||
| 732-01-D | plastic pavement striping (12" width) | 1,895 | LNFT | 1.75 | 3,316.25 | 2.00 | 3,790.00 | 1.75 | 3,316.25 | ||
| 732-01-E | plastic pavement striping (24" width) | 403 | LNFT | 3.25 | 1,309.75 | 4.00 | 1,612.00 | 3.25 | 1,309.75 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 9.076 | MILE | 2,600.00 | 23,597.60 | 3,000.00 | 27,228.00 | 2,590.00 | 23,506.84 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 6.294 | MILE | 710.00 | 4,468.74 | 800.00 | 5,035.20 | 710.00 | 4,468.74 | ||
| 739-01 | hydro-seeding | 6.84 | ACRE | 950.00 | 6,498.00 | 1,200.00 | 8,208.00 | 1,800.00 | 12,312.00 | ||
| 740-01 | construction layout | lump | LUMP | 375,000.00 | 375,000.00 | 20,000.00 | 20,000.00 | 21,500.00 | 21,500.00 | ||
| S-001 | rumble strips (ground-in) | 8.0 | MILE | 2,500.00 | 20,000.00 | 1,200.00 | 9,600.00 | 969.37 | 7,754.96 | ||
| S-002 | dynamic message sign unit | 8 | EACH | 12,000.00 | 96,000.00 | 25,000.00 | 200,000.00 | 11,445.00 | 91,560.00 | ||
| S-003 | milling concrete pavement (3/4" avg depth) | 4,300 | SQYD | 8.00 | 34,400.00 | 35.00 | 150,500.00 | 35.00 | 150,500.00 | ||
| S-004 | sawing and sealing longitudinal joints in asphaltic concrete overlay |
34,762 | LNFT | 1.25 | 43,452.50 | 3.00 | 104,286.00 | 3.50 | 121,667.00 | ||
| S-005 | sawing and sealing transverse joints in asphaltic concrete overlay |
14,256 | LNFT | 1.25 | 17,820.00 | 3.00 | 42,768.00 | 4.50 | 64,152.00 | ||
| S-006 | sawcuts in asphaltic concrete lifts | 147,054 | LNFT | 0.50 | 73,527.00 | 0.50 | 73,527.00 | 1.50 | 220,581.00 | ||
| S-008 | cleaning shoulder underdrain outlets | 1,943 | LNFT | 10.00 | 19,430.00 | 10.00 | 19,430.00 | 5.50 | 10,686.50 | ||
| ITEM TOTAL (CONSTRUCTION BID) | 5,531,766.99 | 7,501,325.60 | 8,057,961.32 | ||||||||
| NUMBER OF DAYS BID AT $5,000 PER DAY. | 750,000.00 | 825,000.00 | 300,000.00 | ||||||||
| TOTAL BID | 6,281,766.99 | 8,326,325.60 | 8,357,961.32 | ||||||||