| |||
| DBE GOAL FED | |||
| Lead Project: 232-01-0059 | |||
| Parish: ASSUMPTION | |||
| Routes: LA 70 | |||
| Description: LA 70 IN PIERRE PART | |||
| Type Const:
grading, drainage structures, class ii base course, cold planing asphaltic concrete pavement, superpave asphaltic concrete pavement and related work. | |||
| Estimated Construction Cost: $7,816,142.88 | |||
| Maximum Number of Days Allowed for Construction: 400 | |||
| Calculated Daily User Cost: $2,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 27634 | PHYLWAY CONSTRUCTION LLC | $7,284,076.75 | 389 | $8,062,076.75 |
| 2 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $7,288,957.24 | 400 | $8,088,957.24 |
| 3 | 12198 | BYRON E. TALBOT CONTRACTOR, INC. | $7,831,002.00 | 320 | $8,471,002.00 |
| 4 | 00481 | COASTAL BRIDGE CO., L.L.C. | $9,384,477.91 | 400 | $10,184,477.91 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - PHYLWAY CONSTRUCTION LLC |
- 2 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 3 - BYRON E. TALBOT CONTRACTOR, INC. |
- 4 - COASTAL BRIDGE CO., L.L.C. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 200,000.00 | 200,000.00 | 5,000.00 | 5,000.00 | 102,334.80 | 102,334.80 | 400,000.00 | 400,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 100,000.00 | 100,000.00 | 29,000.00 | 29,000.00 | 138,100.00 | 138,100.00 | 125,000.00 | 125,000.00 |
| 202-02-D | removal of concrete walks & drives | 4,884 | SQYD | 5.50 | 26,862.00 | 14.00 | 68,376.00 | 12.00 | 58,608.00 | 20.00 | 97,680.00 |
| 202-02-E | removal of concrete curbs | 619.0 | LNFT | 12.00 | 7,428.00 | 5.00 | 3,095.00 | 1.50 | 928.50 | 25.00 | 15,475.00 |
| 202-02-G | removal of surfacing & stabilized base | 16,827.9 | SQYD | 5.50 | 92,553.45 | 8.00 | 134,623.20 | 10.00 | 168,279.00 | 15.00 | 252,418.50 |
| 202-02-I | removal of 6'x12' metal sign station 113+50 right | 1 | EACH | 300.00 | 300.00 | 300.00 | 300.00 | 2,000.00 | 2,000.00 | 1,500.00 | 1,500.00 |
| 202-02-J | removal of 4.5'x4' wood sign station 115+00 left | 1 | EACH | 300.00 | 300.00 | 300.00 | 300.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 |
| 202-02-K | removal of 6'x12' metal sign station 118+00 right | 1 | EACH | 300.00 | 300.00 | 300.00 | 300.00 | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 |
| 202-02-01 | removal of abandoned telephone cable (length 5500 ft.) 2-900pr,600pr,400pr avg. depth 24"(sta. 101) |
1 | EACH | 7,000.00 | 7,000.00 | 17,000.00 | 17,000.00 | 55,000.00 | 55,000.00 | 30,000.00 | 30,000.00 |
| 202-02-02 | removal of abandoned telephone cable (length 5500 ft.) 300pr avg. depth 24" (sta. 101) |
1 | EACH | 7,000.00 | 7,000.00 | 17,000.00 | 17,000.00 | 16,000.00 | 16,000.00 | 30,000.00 | 30,000.00 |
| 202-02-03 | removal of abandoned telephone cable (length 5500 ft.) 50pr avg. depth 24" |
1 | EACH | 7,000.00 | 7,000.00 | 17,000.00 | 17,000.00 | 16,000.00 | 16,000.00 | 30,000.00 | 30,000.00 |
| 203-01 | general excavation | 10,191 | CUYD | 10.00 | 101,910.00 | 10.00 | 101,910.00 | 11.00 | 112,101.00 | 10.00 | 101,910.00 |
| 203-02 | drainage excavation | 500 | CUYD | 12.00 | 6,000.00 | 12.00 | 6,000.00 | 16.50 | 8,250.00 | 15.00 | 7,500.00 |
| 203-03 | embankment | 6,457 | CUYD | 30.00 | 193,710.00 | 30.00 | 193,710.00 | 35.35 | 228,254.95 | 25.00 | 161,425.00 |
| 204-02 | temporary hay or straw bales | 150 | EACH | 10.00 | 1,500.00 | 9.00 | 1,350.00 | 10.00 | 1,500.00 | 8.50 | 1,275.00 |
| 204-05-A | temporary sediment check dams (hay) | 50 | EACH | 125.00 | 6,250.00 | 100.00 | 5,000.00 | 110.00 | 5,500.00 | 100.00 | 5,000.00 |
| 204-06 | temporary silt fencing | 8,000 | LNFT | 2.50 | 20,000.00 | 1.45 | 11,600.00 | 3.10 | 24,800.00 | 1.35 | 10,800.00 |
| 302-01 | class ii base course | 8,029.4 | CUYD | 110.00 | 883,234.00 | 90.00 | 722,646.00 | 111.07 | 891,825.46 | 120.00 | 963,528.00 |
| 304-01 | lime | 355.82 | TON | 165.00 | 58,710.30 | 170.00 | 60,489.40 | 200.00 | 71,164.00 | 140.00 | 49,814.80 |
| 304-04-D | lime treatment (type d) (12" thick) | 25,102 | SQYD | 1.75 | 43,928.50 | 2.00 | 50,204.00 | 2.00 | 50,204.00 | 2.50 | 62,755.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,000.0 | CUYD | 76.00 | 76,000.00 | 50.00 | 50,000.00 | 66.65 | 66,650.00 | 100.00 | 100,000.00 |
| 502-01 | superpave asphaltic concrete | 16,869.4 | TON | 75.00 | 1,265,205.00 | 75.00 | 1,265,205.00 | 85.00 | 1,433,899.00 | 85.00 | 1,433,899.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
668.4 | TON | 110.00 | 73,524.00 | 140.00 | 93,576.00 | 110.00 | 73,524.00 | 150.00 | 100,260.00 |
| 509-01 | cold planing asphaltic pavement | 36,697 | SQYD | 2.50 | 91,742.50 | 2.00 | 73,394.00 | 2.25 | 82,568.25 | 2.15 | 78,898.55 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,529 | CUYD | 5.00 | - 7,645.00 | 0.01 | - 15.29 | 11.00 | - 16,819.00 | 1.00 | - 1,529.00 |
| 510-01-B | pavement patching (12" minimum thickness) | 2,000 | SQYD | 100.00 | 200,000.00 | 85.00 | 170,000.00 | 105.00 | 210,000.00 | 90.00 | 180,000.00 |
| 701-03-F | storm drain pipe (15" rcp/pcp) | 3,550 | LNFT | 50.00 | 177,500.00 | 90.00 | 319,500.00 | 72.15 | 256,132.50 | 75.00 | 266,250.00 |
| 701-03-G | storm drain pipe (18" rcp/pcp) | 2,678 | LNFT | 55.00 | 147,290.00 | 95.00 | 254,410.00 | 65.75 | 176,078.50 | 80.00 | 214,240.00 |
| 701-03-I | storm drain pipe (24" rcp/pcp) | 3,508 | LNFT | 65.00 | 228,020.00 | 105.00 | 368,340.00 | 91.50 | 320,982.00 | 90.00 | 315,720.00 |
| 701-03-K | storm drain pipe (30" rcp/pcp) | 947 | LNFT | 90.00 | 85,230.00 | 115.00 | 108,905.00 | 122.25 | 115,770.75 | 105.00 | 99,435.00 |
| 701-03-M | storm drain pipe (36" rcp/pcp) | 287 | LNFT | 115.00 | 33,005.00 | 145.00 | 41,615.00 | 214.60 | 61,590.20 | 125.55 | 36,032.85 |
| 701-03-M/N-01 | storm drain pipe (36" pcp or 42" cmp)(outfall) | 12 | LNFT | 180.00 | 2,160.00 | 150.00 | 1,800.00 | 475.00 | 5,700.00 | 125.55 | 1,506.60 |
| 701-03-N | storm drain pipe (42" rcp/pcp) | 88 | LNFT | 190.00 | 16,720.00 | 210.00 | 18,480.00 | 250.00 | 22,000.00 | 175.20 | 15,417.60 |
| 701-03-O | storm drain pipe (48" rcp/pcp) | 88 | LNFT | 200.00 | 17,600.00 | 230.00 | 20,240.00 | 260.00 | 22,880.00 | 198.50 | 17,468.00 |
| 701-03-O/P-01 | storm drain pipe (48" pcp or 54" cmp)(outfall) | 105 | LNFT | 150.00 | 15,750.00 | 0.00 | 0.00 | 250.00 | 26,250.00 | 198.50 | 20,842.50 |
| 701-09-01 | fabricating pipe fittings 15"x15"x15" | 10 | EACH | 900.00 | 9,000.00 | 1,200.00 | 12,000.00 | 925.00 | 9,250.00 | 1,100.00 | 11,000.00 |
| 701-09-02 | fabricating pipe fittings 18"x18"x15" | 13 | EACH | 1,000.00 | 13,000.00 | 1,500.00 | 19,500.00 | 1,075.00 | 13,975.00 | 1,200.00 | 15,600.00 |
| 701-09-03 | fabricating pipe fittings 24"x24"x15" | 22 | EACH | 1,400.00 | 30,800.00 | 1,800.00 | 39,600.00 | 1,625.00 | 35,750.00 | 1,600.00 | 35,200.00 |
| 701-09-04 | fabricating pipe fittings 30"x30"x15" | 4 | EACH | 2,000.00 | 8,000.00 | 2,300.00 | 9,200.00 | 2,220.00 | 8,880.00 | 2,100.00 | 8,400.00 |
| 701-09-05 | fabricating pipe fittings 30"x30"x18" | 2 | EACH | 2,000.00 | 4,000.00 | 2,500.00 | 5,000.00 | 2,220.00 | 4,440.00 | 2,200.00 | 4,400.00 |
| 701-09-06 | fabricating pipe fittings 36"x36"x24" | 2 | EACH | 2,500.00 | 5,000.00 | 3,000.00 | 6,000.00 | 2,825.00 | 5,650.00 | 2,800.00 | 5,600.00 |
| 702-02-B | manholes (r-cb-11) | 8 | EACH | 4,500.00 | 36,000.00 | 4,800.00 | 38,400.00 | 3,000.00 | 24,000.00 | 4,200.00 | 33,600.00 |
| 702-03-A | catch basins (cb-01) | 37 | EACH | 2,000.00 | 74,000.00 | 2,200.00 | 81,400.00 | 2,525.00 | 93,425.00 | 2,250.00 | 83,250.00 |
| 702-03-B | catch basins (cb-02) | 1 | EACH | 4,000.00 | 4,000.00 | 4,500.00 | 4,500.00 | 4,300.00 | 4,300.00 | 3,800.00 | 3,800.00 |
| 702-03-C | catch basins (cb-06) | 39 | EACH | 4,500.00 | 175,500.00 | 3,400.00 | 132,600.00 | 3,000.00 | 117,000.00 | 3,250.00 | 126,750.00 |
| 702-03-D | catch basins (cb-07) | 22 | EACH | 5,500.00 | 121,000.00 | 4,800.00 | 105,600.00 | 4,200.00 | 92,400.00 | 4,750.00 | 104,500.00 |
| 702-03-I | catch basins (cb-04) | 93 | EACH | 1,400.00 | 130,200.00 | 1,700.00 | 158,100.00 | 1,450.00 | 134,850.00 | 1,400.00 | 130,200.00 |
| 705-02 | combination mesh & barbed wire fence (6 foot) | 102 | LNFT | 12.00 | 1,224.00 | 20.00 | 2,040.00 | 13.25 | 1,351.50 | 40.00 | 4,080.00 |
| 705-03 | single swinging walk gates | 5 | EACH | 600.00 | 3,000.00 | 400.00 | 2,000.00 | 535.00 | 2,675.00 | 750.00 | 3,750.00 |
| 705-05-A | double swinging driveway gates | 1 | DBGT | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 925.00 | 925.00 | 1,500.00 | 1,500.00 |
| 705-06-A | chain link fence (4-foot height) | 608 | LNFT | 17.00 | 10,336.00 | 16.00 | 9,728.00 | 22.00 | 13,376.00 | 25.00 | 15,200.00 |
| 706-01-A | concrete walk (4" thick) | 5,510.9 | SQYD | 44.00 | 242,479.60 | 32.00 | 176,348.80 | 40.80 | 224,844.72 | 50.00 | 275,545.00 |
| 706-02-C | concrete drive (6" thick) | 4,786.7 | SQYD | 54.00 | 258,481.80 | 50.00 | 239,335.00 | 70.25 | 336,265.68 | 65.00 | 311,135.50 |
| 707-03 | combination concrete curb & gutter | 10,698.6 | LNFT | 25.00 | 267,465.00 | 30.00 | 320,958.00 | 27.60 | 295,281.36 | 35.00 | 374,451.00 |
| 708-01 | right-of-way monument | 29 | EACH | 180.00 | 5,220.00 | 125.00 | 3,625.00 | 125.00 | 3,625.00 | 500.00 | 14,500.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 80,000.00 | 80,000.00 | 250,000.00 | 250,000.00 | 177,500.00 | 177,500.00 | 375,000.00 | 375,000.00 |
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
9.732 | MILE | 400.00 | 3,892.80 | 500.00 | 4,866.00 | 365.00 | 3,552.18 | 500.00 | 4,866.00 |
| 713-04-A | temporary pavement markings (solid line)(4" width) | 19.463 | MILE | 650.00 | 12,650.95 | 10.00 | 194.63 | 600.00 | 11,677.80 | 550.00 | 10,704.65 |
| 713-05-A | temporary pavement legends and symbols (arrow) | 20 | EACH | 60.00 | 1,200.00 | 25.00 | 500.00 | 55.00 | 1,100.00 | 50.00 | 1,000.00 |
| 722-01 | project site laboratory | 1 | EACH | 20,000.00 | 20,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | 50,000.00 | 50,000.00 |
| 725-01 | temporary detour roads | 6,712.8 | SQYD | 65.00 | 436,332.00 | 85.00 | 570,588.00 | 60.80 | 408,138.24 | 90.00 | 604,152.00 |
| 726-01 | bedding material | 1,074.2 | CUYD | 90.00 | 96,678.00 | 100.00 | 107,420.00 | 110.00 | 118,162.00 | 85.00 | 91,307.00 |
| 727-01 | mobilization | lump | LUMP | 675,000.00 | 675,000.00 | 250,000.00 | 250,000.00 | 515,000.00 | 515,000.00 | 900,000.00 | 900,000.00 |
| 731-02 | reflectorized raised pavement markers | 643 | EACH | 6.00 | 3,858.00 | 7.00 | 4,501.00 | 5.75 | 3,697.25 | 5.10 | 3,279.30 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 9.732 | MILE | 3,000.00 | 29,196.00 | 3,000.00 | 29,196.00 | 2,875.00 | 27,979.50 | 2,610.00 | 25,400.52 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.866 | MILE | 225.00 | 1,094.85 | 250.00 | 1,216.50 | 210.00 | 1,021.86 | 190.00 | 924.54 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 22 | EACH | 200.00 | 4,400.00 | 250.00 | 5,500.00 | 195.00 | 4,290.00 | 175.00 | 3,850.00 |
| 735-01 | mailboxes | 37 | EACH | 10.00 | 370.00 | 1.00 | 37.00 | 6.00 | 222.00 | 5.00 | 185.00 |
| 735-02 | mailbox supports (single) | 37 | EACH | 130.00 | 4,810.00 | 150.00 | 5,550.00 | 125.00 | 4,625.00 | 125.00 | 4,625.00 |
| 739-01 | hydro-seeding | 3.00 | ACRE | 1,400.00 | 4,200.00 | 1,100.00 | 3,300.00 | 1,100.00 | 3,300.00 | 1,100.00 | 3,300.00 |
| 740-01 | construction layout | lump | LUMP | 140,000.00 | 140,000.00 | 190,400.00 | 190,400.00 | 220,000.00 | 220,000.00 | 100,000.00 | 100,000.00 |
| 740-02 | utility oversight and coordination | lump | LUMP | 175,000.00 | 175,000.00 | 250,000.00 | 250,000.00 | 67,000.00 | 67,000.00 | 400,000.00 | 400,000.00 |
| S-001 | rumble strips (ground-in) | 5.6 | MILE | 1,000.00 | 5,600.00 | 1,500.00 | 8,400.00 | 1,235.00 | 6,916.00 | 1,500.00 | 8,400.00 |
| S-002 | tree trimming | 1 | EACH | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | 6,000.00 | 6,000.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 7,284,076.75 | 7,288,957.24 | 7,831,002.00 | 9,384,477.91 | |||||||
| NUMBER OF DAYS BID AT $2,000 PER DAY. | 778,000.00 | 800,000.00 | 640,000.00 | 800,000.00 | |||||||
| TOTAL BID | 8,062,076.75 | 8,088,957.24 | 8,471,002.00 | 10,184,477.91 | |||||||