| |||
| Lead Project: 001-02-0029 | |||
| Parish: CADDO | |||
| Routes: US 79, US 80, LA 3231 | |||
| Description: JEFFERSON PAIGE ROAD (I-220 TO US 79/80) | |||
| Type Const:
clearing & grubbing, grading, cold planing asph pvmt, drain struct, lime treatment, class ii base course, superpave acp, pccp, traffic signalization, and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 36374 | BEST-YET BUILDERS, LLC | $5,599,951.09 |
| 2 | 28218 | F. J. BURNELL, INC. | $5,707,708.40 |
| 3 | 12135 | BLOUNT BROS. CONSTRUCTION, INC. | $7,368,469.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BEST-YET BUILDERS, LLC |
- 2 - F. J. BURNELL, INC. |
- 3 - BLOUNT BROS. CONSTRUCTION, INC. |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | lump | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | lump | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 | 100,000.00 | 100,000.00 | ||
| 202-02-B | removal of concrete box culverts | 1 | ea | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | 25,000.00 | 25,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 1,920 | sq m | 5.98 | 11,481.60 | 7.00 | 13,440.00 | 10.00 | 19,200.00 | ||
| 202-02-D | removal of concrete walks & drives | 2,435 | sq m | 12.00 | 29,220.00 | 6.00 | 14,610.00 | 10.00 | 24,350.00 | ||
| 202-02-E | removal of concrete curbs | 151.6 | ln m | 16.40 | 2,486.24 | 10.00 | 1,516.00 | 20.00 | 3,032.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 6,555.1 | sq m | 4.78 | 31,333.37 | 4.50 | 29,497.95 | 9.00 | 58,995.90 | ||
| 202-02-I | removal of existing signal equipment | lump | lump | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | ||
| 202-02-01 | removal of pavement structure (asphalt concrete over portland cement concre te pavement) |
9,096 | sq m | 8.37 | 76,133.52 | 5.00 | 45,480.00 | 12.00 | 109,152.00 | ||
| 202-02-02 | removal of asphaltic concrete over untreated base (306 mm - 380 mm) |
4,231 | sq m | 8.37 | 35,413.47 | 3.60 | 15,231.60 | 10.00 | 42,310.00 | ||
| 202-02-03 | removal of mixed building (18' x 60', sta. 4+950 lt.) | 1 | ea | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 1,200.00 | 1,200.00 | ||
| 202-02-04 | removal of metal sign (4' x 6', sta. 4+950 lt., on top of building) |
1 | ea | 750.00 | 750.00 | 500.00 | 500.00 | 5,000.00 | 5,000.00 | ||
| 202-02-05 | removal of wood frame building (70' x 60', sta. 5+000 lt.) |
1 | ea | 750.00 | 750.00 | 4,000.00 | 4,000.00 | 30,000.00 | 30,000.00 | ||
| 202-02-06 | removal of wood frame building (50' x 80', sta. 5+025 lt.) |
1 | ea | 750.00 | 750.00 | 5,000.00 | 5,000.00 | 28,000.00 | 28,000.00 | ||
| 202-02-07 | removal of wood sign (4' x 8', sta. 5+025 lt.) | 1 | ea | 200.00 | 200.00 | 500.00 | 500.00 | 1,000.00 | 1,000.00 | ||
| 202-02-08 | removal of sign (3' x 6', sta. 5+050 lt.) | 1 | ea | 250.00 | 250.00 | 500.00 | 500.00 | 2,000.00 | 2,000.00 | ||
| 202-02-09 | removal of mixed building (24' x 50', sta. 5+050 lt.) | 1 | ea | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | 8,500.00 | 8,500.00 | ||
| 202-02-10 | removal of wood frame building (20' x 22', sta. 5+080 lt.) |
1 | ea | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 4,000.00 | 4,000.00 | ||
| 202-02-11 | removal of cinder block building (42' x 84', sta. 5+100 lt.) |
1 | ea | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 | 35,000.00 | 35,000.00 | ||
| 202-02-12 | removal of wood sign (4' x 16', sta. 5+100 lt., attached to building) |
1 | ea | 150.00 | 150.00 | 500.00 | 500.00 | 20,000.00 | 20,000.00 | ||
| 202-02-13 | removal of wood frame building (28' x 60', sta. 5+280 lt.) |
1 | ea | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | ||
| 202-02-14 | removal of sign (3' x 5', sta. 5+280 lt.) | 1 | ea | 250.00 | 250.00 | 500.00 | 500.00 | 2,000.00 | 2,000.00 | ||
| 202-02-15 | removal of brick veneer building (28' x 50', sta. 10+180 rt.) |
1 | ea | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | 14,000.00 | 14,000.00 | ||
| 202-02-16 | removal of wood frame residence (24' x 30', sta. 10+180 lt.) |
1 | ea | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | ||
| 203-01 | general excavation | 29,248 | cu m | 5.00 | 146,240.00 | 7.85 | 229,596.80 | 13.00 | 380,224.00 | ||
| 203-03 | muck excavation | 480 | cu m | 12.00 | 5,760.00 | 13.00 | 6,240.00 | 15.00 | 7,200.00 | ||
| 203-04 | embankment | 2,545 | cu m | 9.81 | 24,966.45 | 9.00 | 22,905.00 | 13.00 | 33,085.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 6 | ea | 175.00 | 1,050.00 | 250.00 | 1,500.00 | 500.00 | 3,000.00 | ||
| 204-06 | temporary silt fencing | 3,500 | ln m | 1.64 | 5,740.00 | 5.00 | 17,500.00 | 4.00 | 14,000.00 | ||
| 204-07 | temporary stone construction entrance | 1 | ea | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | 4,000.00 | 4,000.00 | ||
| 302-02-E | class ii base course (305 mm thick) | 38,058.9 | sq m | 19.00 | 723,119.10 | 21.00 | 799,236.90 | 24.00 | 913,413.60 | ||
| 304-01 | lime | 278.43 | Mg | 115.00 | 32,019.45 | 120.00 | 33,411.60 | 150.00 | 41,764.50 | ||
| 304-04-D | lime treatment (type d) (300 mm thick) | 18,415 | sq m | 3.00 | 55,245.00 | 3.60 | 66,294.00 | 10.00 | 184,150.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,000.0 | cu m | 0.65 | 650.00 | 33.00 | 33,000.00 | 50.00 | 50,000.00 | ||
| 502-01 | superpave asphaltic concrete | 614.4 | Mg | 66.14 | 40,636.41 | 170.00 | 104,448.00 | 80.00 | 49,152.00 | ||
| 509-01 | cold planing asphaltic pavement | 1,297 | sq m | 2.99 | 3,878.03 | 4.50 | 5,836.50 | 7.00 | 9,079.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 65 | cu m | 0.10 | - 6.50 | 1.00 | - 65.00 | 1.00 | - 65.00 | ||
| 601-01 | portland cement concrete pavement (230 mm thick) | 35,372.2 | sq m | 63.00 | 2,228,448.60 | 53.00 | 1,874,726.60 | 60.00 | 2,122,332.00 | ||
| 701-01-Q | cross drain pipe (1500 mm rcp/pcp) | 120.0 | ln m | 750.00 | 90,000.00 | 625.00 | 75,000.00 | 900.00 | 108,000.00 | ||
| 701-03-F | storm drain pipe (375 mm rcp/pcp) | 1,991.2 | ln m | 115.00 | 228,988.00 | 98.50 | 196,133.20 | 90.00 | 179,208.00 | ||
| 701-03-G | storm drain pipe (450 mm rcp/pcp) | 157.6 | ln m | 140.00 | 22,064.00 | 108.00 | 17,020.80 | 100.00 | 15,760.00 | ||
| 701-03-I | storm drain pipe (600 mm rcp/pcp) | 54.8 | ln m | 180.00 | 9,864.00 | 155.00 | 8,494.00 | 160.00 | 8,768.00 | ||
| 701-03-K | storm drain pipe (750 mm rcp/pcp) | 316.5 | ln m | 210.00 | 66,465.00 | 250.00 | 79,125.00 | 220.00 | 69,630.00 | ||
| 702-02-F | manholes (mh-01-m) | 2 | ea | 3,200.00 | 6,400.00 | 7,500.00 | 15,000.00 | 5,000.00 | 10,000.00 | ||
| 702-03-A | catch basins (cb-01m) | 1 | ea | 2,800.00 | 2,800.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | ||
| 702-03-C | catch basins (cb-06m) | 25 | ea | 3,200.00 | 80,000.00 | 3,500.00 | 87,500.00 | 6,000.00 | 150,000.00 | ||
| 702-03-D | catch basins (cb-07m) | 30 | ea | 4,300.00 | 129,000.00 | 4,200.00 | 126,000.00 | 6,000.00 | 180,000.00 | ||
| 702-03-F | catch basins (cb-08m) | 21 | ea | 5,000.00 | 105,000.00 | 5,000.00 | 105,000.00 | 7,000.00 | 147,000.00 | ||
| 706-01-A | concrete walk (100 mm thick) | 1,392.1 | sq m | 41.86 | 58,273.30 | 31.00 | 43,155.10 | 48.00 | 66,820.80 | ||
| 706-02-C | concrete drive (150 mm thick) | 1,575.6 | sq m | 53.82 | 84,798.79 | 40.00 | 63,024.00 | 50.00 | 78,780.00 | ||
| 706-03-C | incidental concrete paving (150 mm thick) | 752.8 | sq m | 47.84 | 36,013.95 | 36.00 | 27,100.80 | 50.00 | 37,640.00 | ||
| 707-01 | concrete curb | 3,767.1 | ln m | 20.00 | 75,342.00 | 13.00 | 48,972.30 | 22.00 | 82,876.20 | ||
| 708-01 | right-of-way monument | 84 | ea | 231.00 | 19,404.00 | 230.00 | 19,320.00 | 250.00 | 21,000.00 | ||
| 711-02-D | riprap (25 kg) | 55 | cu m | 85.00 | 4,675.00 | 72.00 | 3,960.00 | 60.00 | 3,300.00 | ||
| 711-04 | geotextile fabric | 80 | sq m | 2.00 | 160.00 | 5.00 | 400.00 | 4.00 | 320.00 | ||
| 713-01 | temporary signs & barricades | lump | lump | 70,000.00 | 70,000.00 | 150,000.00 | 150,000.00 | 100,000.00 | 100,000.00 | ||
| 713-05-A | temporary pavement markings (solid line) (100 mm width) | 5.000 | km | 432.00 | 2,160.00 | 450.00 | 2,250.00 | 100.00 | 500.00 | ||
| 713-05-A-01 | temporary pavement markings (solid line) (100 mm width) (type 1 removable) |
3.000 | km | 9,000.00 | 27,000.00 | 9,000.00 | 27,000.00 | 14,000.00 | 42,000.00 | ||
| 716-01-A | mulch (vegetative) | 2.6 | hctr | 1,500.00 | 3,900.00 | 3,000.00 | 7,800.00 | 3,000.00 | 7,800.00 | ||
| 717-01 | seeding | 150 | kg | 15.00 | 2,250.00 | 17.50 | 2,625.00 | 10.00 | 1,500.00 | ||
| 718-01 | fertilizer | 2,800 | kg | 0.60 | 1,680.00 | 0.65 | 1,820.00 | 1.00 | 2,800.00 | ||
| 722-01 | project site laboratory | 1 | ea | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 35,000.00 | 35,000.00 | ||
| 724-02 | pavement widening | 391.0 | sq m | 50.00 | 19,550.00 | 110.00 | 43,010.00 | 50.00 | 19,550.00 | ||
| 725-01 | temporary detour roads | 575.0 | ln m | 275.00 | 158,125.00 | 300.00 | 172,500.00 | 500.00 | 287,500.00 | ||
| 726-01 | bedding material | 600.0 | cu m | 55.00 | 33,000.00 | 65.00 | 39,000.00 | 60.00 | 36,000.00 | ||
| 727-01 | mobilization | lump | lump | 160,000.00 | 160,000.00 | 325,000.00 | 325,000.00 | 400,000.00 | 400,000.00 | ||
| 729-01-A | sign (type a) (r1-2, 914 mm x 914 mm, 2 each) | 0.72 | sq m | 935.00 | 673.20 | 1,000.00 | 720.00 | 1,000.00 | 720.00 | ||
| 729-01-D | sign (type a) (r3-5r, 762 mm x 914 mm, 1 each) | 0.70 | sq m | 935.00 | 654.50 | 1,000.00 | 700.00 | 1,000.00 | 700.00 | ||
| 729-01-G | sign (type a) (r10-12, 610 mm x 762 mm, 4 each) | 1.86 | sq m | 935.00 | 1,739.10 | 1,000.00 | 1,860.00 | 1,000.00 | 1,860.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | ea | 80.00 | 320.00 | 85.00 | 340.00 | 150.00 | 600.00 | ||
| 729-19-A | dead end road installations (type a) | 1 | ea | 4,000.00 | 4,000.00 | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | ||
| 729-21 | u-channel post | 2 | ea | 80.00 | 160.00 | 100.00 | 200.00 | 50.00 | 100.00 | ||
| 731-02 | reflectorized raised pavement markers | 2,865 | ea | 5.00 | 14,325.00 | 5.50 | 15,757.50 | 8.00 | 22,920.00 | ||
| 732-02-A | plastic pavement striping (solid line) (100 mm width) | 7.768 | km | 1,359.00 | 10,556.71 | 1,400.00 | 10,875.20 | 18,000.00 | 139,824.00 | ||
| 732-02-C | plastic pavement striping (solid line) (200 mm width) | 0.510 | km | 2,700.00 | 1,377.00 | 2,800.00 | 1,428.00 | 5,000.00 | 2,550.00 | ||
| 732-02-D | plastic pavement striping (solid line) (300 mm width) | 0.025 | km | 4,000.00 | 100.00 | 5,000.00 | 125.00 | 6,500.00 | 162.50 | ||
| 732-02-E | plastic pavement striping (solid line) (600 mm width) | 0.222 | km | 8,000.00 | 1,776.00 | 8,300.00 | 1,842.60 | 12,000.00 | 2,664.00 | ||
| 732-03-A-01 | plastic pvmt striping (broken line) (100 mm width) preformed marking tape (type v) |
3.631 | km | 2,700.00 | 9,803.70 | 2,800.00 | 10,166.80 | 6,000.00 | 21,786.00 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 26 | ea | 160.00 | 4,160.00 | 165.00 | 4,290.00 | 200.00 | 5,200.00 | ||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 40 | ea | 230.00 | 9,200.00 | 240.00 | 9,600.00 | 300.00 | 12,000.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 14 | ea | 180.00 | 2,520.00 | 185.00 | 2,590.00 | 300.00 | 4,200.00 | ||
| 736-01 | trenching and backfilling | 190 | ln m | 11.00 | 2,090.00 | 12.00 | 2,280.00 | 11.00 | 2,090.00 | ||
| 736-03-A | jacked or bored conduit (50.8 mm p.e.c.) | 2,312 | ln m | 41.80 | 96,641.60 | 43.00 | 99,416.00 | 50.00 | 115,600.00 | ||
| 736-03-B | jacked or bored conduit (76.2 mm p.e.c.) | 70 | ln m | 88.00 | 6,160.00 | 90.00 | 6,300.00 | 55.00 | 3,850.00 | ||
| 736-04-A | signal support (mast arm standard w/15.2 m arm) | 1 | ea | 10,780.00 | 10,780.00 | 11,000.00 | 11,000.00 | 12,000.00 | 12,000.00 | ||
| 736-04-B | signal support (mast arm standard w/16.8 m arm) | 3 | ea | 12,650.00 | 37,950.00 | 13,000.00 | 39,000.00 | 14,000.00 | 42,000.00 | ||
| 736-05-A | signal heads (3-section, r,y,g) led | 8 | ea | 1,390.00 | 11,120.00 | 1,500.00 | 12,000.00 | 2,000.00 | 16,000.00 | ||
| 736-05-B | signal heads (5-section, r,lty,y,ltg,g) led | 4 | ea | 2,100.00 | 8,400.00 | 2,200.00 | 8,800.00 | 2,000.00 | 8,000.00 | ||
| 736-05-C | signal heads (5-section, r,rty,y,rtg,g) led | 1 | ea | 2,200.00 | 2,200.00 | 2,300.00 | 2,300.00 | 2,000.00 | 2,000.00 | ||
| 736-06 | signal service (pole mounted) | 1 | ea | 2,200.00 | 2,200.00 | 2,300.00 | 2,300.00 | 2,500.00 | 2,500.00 | ||
| 736-08 | signal controller (8 phase nema controller in a base mounted type 6 control ler cabinet) |
1 | ea | 17,000.00 | 17,000.00 | 18,000.00 | 18,000.00 | 16,000.00 | 16,000.00 | ||
| 736-09 | loop detector | 60 | ln m | 60.00 | 3,600.00 | 62.00 | 3,720.00 | 60.00 | 3,600.00 | ||
| 736-10-A | underground junction box (type "e") | 31 | ea | 275.00 | 8,525.00 | 280.00 | 8,680.00 | 550.00 | 17,050.00 | ||
| 736-10-B | underground junction box (type "f") | 4 | ea | 400.00 | 1,600.00 | 410.00 | 1,640.00 | 700.00 | 2,800.00 | ||
| 736-10-C | underground junction box (type "h") | 2 | ea | 500.00 | 1,000.00 | 520.00 | 1,040.00 | 1,000.00 | 2,000.00 | ||
| 736-11-A | conduit (12.7 mm p.e.c.) | 12 | ln m | 8.00 | 96.00 | 50.00 | 600.00 | 9.00 | 108.00 | ||
| 736-11-B | conduit (50.8 mm p.e.c.) | 160 | ln m | 11.00 | 1,760.00 | 11.00 | 1,760.00 | 19.00 | 3,040.00 | ||
| 736-11-C | conduit (76.2 mm p.e.c.) | 15 | ln m | 35.00 | 525.00 | 50.00 | 750.00 | 20.00 | 300.00 | ||
| 736-12-A | conductor (2c, loop lead-in) | 285 | ln m | 4.00 | 1,140.00 | 3.75 | 1,068.75 | 9.00 | 2,565.00 | ||
| 736-12-B | conductor (3c, power) | 5 | ln m | 22.00 | 110.00 | 50.00 | 250.00 | 55.00 | 275.00 | ||
| 736-12-D | conductor (10c, signal, #14 awg) | 540 | ln m | 21.00 | 11,340.00 | 21.50 | 11,610.00 | 5.00 | 2,700.00 | ||
| 736-12-E | conductor (12c, interconnect) | 2,400 | ln m | 5.00 | 12,000.00 | 4.80 | 11,520.00 | 6.00 | 14,400.00 | ||
| 740-01 | construction layout | lump | lump | 90,000.00 | 90,000.00 | 95,000.00 | 95,000.00 | 150,000.00 | 150,000.00 | ||
| 741-09 | adjusting water house connections | 10 | ea | 300.00 | 3,000.00 | 450.00 | 4,500.00 | 1,500.00 | 15,000.00 | ||
| 741-10 | adjusting water service lines | 100 | ln m | 20.00 | 2,000.00 | 60.00 | 6,000.00 | 30.00 | 3,000.00 | ||
| 742-01 | sanitary sewer pipe (200 mm) | 22 | ln m | 55.00 | 1,210.00 | 200.00 | 4,400.00 | 80.00 | 1,760.00 | ||
| 742-02 | adjusting sanitary sewer house connections | 10 | ea | 450.00 | 4,500.00 | 550.00 | 5,500.00 | 1,500.00 | 15,000.00 | ||
| 742-03 | adjusting sanitary sewer service lines | 100 | ln m | 45.00 | 4,500.00 | 80.00 | 8,000.00 | 60.00 | 6,000.00 | ||
| 744-01 | traffic control management | lump | lump | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | ||
| 805-01-A | class a concrete (pipe headwalls) | 27.71 | cu m | 850.00 | 23,553.50 | 850.00 | 23,553.50 | 1,500.00 | 41,565.00 | ||
| 806-01 | deformed reinforcing steel | 1,038 | kg | 1.50 | 1,557.00 | 1.55 | 1,608.90 | 4.00 | 4,152.00 | ||
| S-001 | plug and abandon existing reinforced concrete pipe (flowable fill to be included) |
1 | ea | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 | 10,000.00 | 10,000.00 | ||
| S-002 | video detection device and connection | 4 | ea | 7,000.00 | 28,000.00 | 8,000.00 | 32,000.00 | 9,000.00 | 36,000.00 | ||
| S-003 | video detection system | 1 | ea | 5,200.00 | 5,200.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | ||
| CONTRACTOR TOTAL | 5,599,951.09 | 5,707,708.40 | 7,368,469.50 | ||||||||