| |||
| DBE GOAL FED | |||
| Lead Project: 742-36-0110 | |||
| Parish: ORLEANS | |||
| Routes: | |||
| Description: ROBERT E. LEE BOULEVARD IMPROVEMENTS(PARIS AVE - PRATT DR.) | |||
| Type Const:
grading, drainage structures, class ii base course, portland cement concrete pavement and related work. | |||
| Estimated Construction Cost: $2,748,227.20 | |||
| Maximum Number of Days Allowed for Construction: 130 | |||
| Calculated Daily User Cost: $3,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 02179 | BOH BROS. CONSTRUCTION CO., LLC. | $2,528,845.00 | 110 | $2,858,845.00 |
| 2 | 04435 | THIGPEN CONSTRUCTION CO., INC. | $2,867,717.30 | 130 | $3,257,717.30 |
| 3 | 48896 | COMMAND CONSTRUCTION INDUSTRIES LLC | $2,917,059.02 | 130 | $3,307,059.02 |
| 4 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $3,225,957.10 | 130 | $3,615,957.10 |
| 5 | 12198 | BYRON E. TALBOT CONTRACTOR, INC. | $3,474,852.87 | 130 | $3,864,852.87 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BOH BROS. CONSTRUCTION CO., LLC. |
- 2 - THIGPEN CONSTRUCTION CO., INC. |
- 3 - COMMAND CONSTRUCTION INDUSTRIES LLC |
- 4 - BARRIERE CONSTRUCTION CO., LLC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 2,000.00 | 2,000.00 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | 15,000.00 | 15,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | 55,000.00 | 55,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 8,968 | SQYD | 10.00 | 89,680.00 | 11.00 | 98,648.00 | 6.00 | 53,808.00 | 10.00 | 89,680.00 |
| 202-02-D | removal of concrete walks & drives | 891 | SQYD | 9.00 | 8,019.00 | 9.00 | 8,019.00 | 6.00 | 5,346.00 | 30.00 | 26,730.00 |
| 203-04 | nonplastic embankment | 4,018 | CUYD | 20.00 | 80,360.00 | 23.00 | 92,414.00 | 25.00 | 100,450.00 | 33.00 | 132,594.00 |
| 203-05 | excavation and embankment | lump | LUMP | 70,000.00 | 70,000.00 | 120,000.00 | 120,000.00 | 50,000.00 | 50,000.00 | 130,000.00 | 130,000.00 |
| 203-08 | geotextile fabric | 20,511 | SQYD | 1.50 | 30,766.50 | 1.00 | 20,511.00 | 2.00 | 41,022.00 | 1.00 | 20,511.00 |
| 204-06 | temporary silt fencing | 3,950 | LNFT | 2.00 | 7,900.00 | 2.00 | 7,900.00 | 2.00 | 7,900.00 | 2.00 | 7,900.00 |
| 302-02-C | class ii base course (8" thick) | 9,816.1 | SQYD | 18.00 | 176,689.80 | 15.00 | 147,241.50 | 15.00 | 147,241.50 | 22.00 | 215,954.20 |
| 510-01-B | pavement patching (12" minimum thickness) | 13 | SQYD | 350.00 | 4,550.00 | 200.00 | 2,600.00 | 100.00 | 1,300.00 | 180.00 | 2,340.00 |
| 601-01-I | portland cement concrete pavement (9" thick) | 9,377.0 | SQYD | 55.00 | 515,735.00 | 81.00 | 759,537.00 | 65.00 | 609,505.00 | 62.00 | 581,374.00 |
| 601-04 | portland cement concrete pavement coring | 10 | EACH | 100.00 | 1,000.00 | 200.00 | 2,000.00 | 150.00 | 1,500.00 | 100.00 | 1,000.00 |
| 602-05-E-01 | full depth patching of jointed conc pvmt (7" thick) (16.0 sq yds & under) |
4.0 | SQYD | 300.00 | 1,200.00 | 200.00 | 800.00 | 250.00 | 1,000.00 | 260.00 | 1,040.00 |
| 701-03-E | storm drain pipe (12" rcp) | 128 | LNFT | 115.00 | 14,720.00 | 200.00 | 25,600.00 | 90.00 | 11,520.00 | 170.00 | 21,760.00 |
| 701-03-F | storm drain pipe (15" rcp) | 62 | LNFT | 120.00 | 7,440.00 | 200.00 | 12,400.00 | 100.00 | 6,200.00 | 180.00 | 11,160.00 |
| 701-03-I | storm drain pipe (24" rcp) | 21 | LNFT | 160.00 | 3,360.00 | 200.00 | 4,200.00 | 130.00 | 2,730.00 | 190.00 | 3,990.00 |
| 701-03-M | storm drain pipe (36" rcp) | 274 | LNFT | 190.00 | 52,060.00 | 180.00 | 49,320.00 | 175.00 | 47,950.00 | 200.00 | 54,800.00 |
| 701-03-O | storm drain pipe (48" rcp) | 928 | LNFT | 280.00 | 259,840.00 | 280.00 | 259,840.00 | 300.00 | 278,400.00 | 250.00 | 232,000.00 |
| 701-03-P | storm drain pipe (54" rcp) | 236 | LNFT | 290.00 | 68,440.00 | 300.00 | 70,800.00 | 350.00 | 82,600.00 | 270.00 | 63,720.00 |
| 701-03-Q | storm drain pipe (60" rcp) | 394 | LNFT | 330.00 | 130,020.00 | 360.00 | 141,840.00 | 400.00 | 157,600.00 | 280.00 | 110,320.00 |
| 701-04-F | storm drain pipe arch (36" equiv. rcpa) | 261 | LNFT | 230.00 | 60,030.00 | 200.00 | 52,200.00 | 250.00 | 65,250.00 | 210.00 | 54,810.00 |
| 701-09-M/E | fabricating pipe fittings, 36"x36"x12" | 2 | EACH | 1,900.00 | 3,800.00 | 2,600.00 | 5,200.00 | 2,000.00 | 4,000.00 | 2,100.00 | 4,200.00 |
| 701-09-O/E | fabricating pipe fittings, 48"x48"x12" | 2 | EACH | 3,200.00 | 6,400.00 | 3,700.00 | 7,400.00 | 3,000.00 | 6,000.00 | 4,000.00 | 8,000.00 |
| 701-09-P/E | fabricating pipe fittings, 54"x54"x12" | 1 | EACH | 3,500.00 | 3,500.00 | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 4,500.00 | 4,500.00 |
| 701-09-Q/E | fabricating pipe fittings, 60"x60"x12" | 1 | EACH | 4,400.00 | 4,400.00 | 4,900.00 | 4,900.00 | 5,000.00 | 5,000.00 | 4,800.00 | 4,800.00 |
| 701-09-Q/I | fabricating pipe fittings, 60"x60"x24" | 1 | EACH | 4,400.00 | 4,400.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 702-04-A | adjusting manholes | 11 | EACH | 500.00 | 5,500.00 | 800.00 | 8,800.00 | 300.00 | 3,300.00 | 500.00 | 5,500.00 |
| 706-01-A | concrete walk (4" thick) | 451.8 | SQYD | 60.00 | 27,108.00 | 35.00 | 15,813.00 | 50.00 | 22,590.00 | 105.00 | 47,439.00 |
| 706-02-C | concrete drive (6" thick) | 140.9 | SQYD | 75.00 | 10,567.50 | 40.00 | 5,636.00 | 55.00 | 7,749.50 | 130.00 | 18,317.00 |
| 706-02-E | concrete drive (8" thick) | 112.0 | SQYD | 80.00 | 8,960.00 | 45.00 | 5,040.00 | 60.00 | 6,720.00 | 140.00 | 15,680.00 |
| 706-03-A | incidental concrete paving (4" thick) | 33.0 | SQYD | 100.00 | 3,300.00 | 40.00 | 1,320.00 | 60.00 | 1,980.00 | 500.00 | 16,500.00 |
| 707-01 | concrete curb | 3,895.4 | LNFT | 8.00 | 31,163.20 | 10.00 | 38,954.00 | 5.00 | 19,477.00 | 14.00 | 54,535.60 |
| 713-01 | temporary signs & barricades | lump | LUMP | 50,000.00 | 50,000.00 | 55,000.00 | 55,000.00 | 55,000.00 | 55,000.00 | 88,000.00 | 88,000.00 |
| 714-01 | slab sodding | 798 | SQYD | 5.00 | 3,990.00 | 6.00 | 4,788.00 | 6.00 | 4,788.00 | 8.00 | 6,384.00 |
| 715-01 | topsoil | 646 | CUYD | 30.00 | 19,380.00 | 25.00 | 16,150.00 | 10.00 | 6,460.00 | 33.00 | 21,318.00 |
| 722-01 | project site laboratory | 1 | EACH | 2,000.00 | 2,000.00 | 10,000.00 | 10,000.00 | 1,000.00 | 1,000.00 | 40,000.00 | 40,000.00 |
| 726-01 | bedding material | 1,548.1 | CUYD | 80.00 | 123,848.00 | 60.00 | 92,886.00 | 100.00 | 154,810.00 | 57.00 | 88,241.70 |
| 727-01 | mobilization | lump | LUMP | 160,000.00 | 160,000.00 | 100,000.00 | 100,000.00 | 290,000.00 | 290,000.00 | 230,000.00 | 230,000.00 |
| 729-01 | sign (type a) | 144.0 | SQFT | 25.00 | 3,600.00 | 25.00 | 3,600.00 | 22.00 | 3,168.00 | 23.00 | 3,312.00 |
| 729-21 | u-channel post | 22 | EACH | 60.00 | 1,320.00 | 80.00 | 1,760.00 | 60.00 | 1,320.00 | 70.00 | 1,540.00 |
| 731-02 | reflectorized raised pavement markers | 150 | EACH | 5.00 | 750.00 | 6.00 | 900.00 | 5.00 | 750.00 | 6.00 | 900.00 |
| 732-01-A | plastic pavement striping (4" width) | 6,243 | LNFT | 0.50 | 3,121.50 | 1.00 | 6,243.00 | 0.50 | 3,121.50 | 0.60 | 3,745.80 |
| 732-01-B | plastic pavement striping (6" width) | 368 | LNFT | 1.00 | 368.00 | 1.00 | 368.00 | 1.00 | 368.00 | 0.90 | 331.20 |
| 732-01-C | plastic pavement striping (8" width) | 550 | LNFT | 1.00 | 550.00 | 1.00 | 550.00 | 2.00 | 1,100.00 | 1.00 | 550.00 |
| 732-01-D | plastic pavement striping (12" width) | 124 | LNFT | 2.00 | 248.00 | 2.00 | 248.00 | 3.00 | 372.00 | 2.40 | 297.60 |
| 732-01-E | plastic pavement striping (24" width) | 430 | LNFT | 4.00 | 1,720.00 | 4.00 | 1,720.00 | 4.00 | 1,720.00 | 4.00 | 1,720.00 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 3 | EACH | 200.00 | 600.00 | 200.00 | 600.00 | 300.00 | 900.00 | 200.00 | 600.00 |
| 732-04-E | plastic pavement legends & symbols (school crossing) | 1 | EACH | 400.00 | 400.00 | 400.00 | 400.00 | 400.00 | 400.00 | 440.00 | 440.00 |
| 739-01 | hydro-seeding | 0.94 | ACRE | 2,000.00 | 1,880.00 | 2,000.00 | 1,880.00 | 2,500.00 | 2,350.00 | 2,000.00 | 1,880.00 |
| 740-01 | construction layout | lump | LUMP | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 90,000.00 | 90,000.00 |
| S-001 | geogrid | 9,816 | SQYD | 2.00 | 19,632.00 | 2.80 | 27,484.80 | 3.00 | 29,448.00 | 3.00 | 29,448.00 |
| S-002 | remove and replace tree with crepe myrtle | 5 | EACH | 500.00 | 2,500.00 | 200.00 | 1,000.00 | 1,000.00 | 5,000.00 | 1,800.00 | 9,000.00 |
| S-003 | tree trimming and/or root pruning | 4 | EACH | 800.00 | 3,200.00 | 100.00 | 400.00 | 500.00 | 2,000.00 | 600.00 | 2,400.00 |
| S-004 | manholes (s&wb of new orleans) (dwg. d-870) (type no. 2) |
1 | EACH | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 6,500.00 | 6,500.00 |
| S-005 | manholes (s&wb of new orleans) (dwg. d-870) (type no. 3) |
4 | EACH | 6,000.00 | 24,000.00 | 4,000.00 | 16,000.00 | 5,500.00 | 22,000.00 | 6,800.00 | 27,200.00 |
| S-006 | manholes (s&wb of new orleans) (dwg. d-3340) (large pipes) |
11 | EACH | 9,000.00 | 99,000.00 | 8,000.00 | 88,000.00 | 12,000.00 | 132,000.00 | 14,000.00 | 154,000.00 |
| S-007 | manholes, special conflict | 1 | EACH | 11,000.00 | 11,000.00 | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | 20,000.00 | 20,000.00 |
| S-008 | catch basins (s&wb of new orleans) (dwg. d-873) (std. no. 1) |
11 | EACH | 3,500.00 | 38,500.00 | 3,000.00 | 33,000.00 | 4,000.00 | 44,000.00 | 5,000.00 | 55,000.00 |
| S-009 | catch basins (s&wb of new orleans) (dwg. d-873-a) (dbl. no.1) |
2 | EACH | 6,000.00 | 12,000.00 | 5,000.00 | 10,000.00 | 7,831.51 | 15,663.02 | 8,000.00 | 16,000.00 |
| S-010 | drop inlets (s&wb of new orleans) (dwg. d-3264) | 1 | EACH | 3,000.00 | 3,000.00 | 2,000.00 | 2,000.00 | 2,200.00 | 2,200.00 | 3,000.00 | 3,000.00 |
| S-011 | 6" water line offset | 1 | EACH | 3,000.00 | 3,000.00 | 8,000.00 | 8,000.00 | 4,000.00 | 4,000.00 | 7,000.00 | 7,000.00 |
| S-012 | 12" water main (pvc) with main line fittings | 19 | LNFT | 170.00 | 3,230.00 | 300.00 | 5,700.00 | 220.00 | 4,180.00 | 500.00 | 9,500.00 |
| S-013 | new manhole around existing water valve | 1 | EACH | 3,700.00 | 3,700.00 | 6,000.00 | 6,000.00 | 3,800.00 | 3,800.00 | 3,000.00 | 3,000.00 |
| S-014 | replace 3/4" water house connection (from main to meter) |
4 | EACH | 300.00 | 1,200.00 | 700.00 | 2,800.00 | 650.00 | 2,600.00 | 1,600.00 | 6,400.00 |
| S-015 | replace 1" house connection (from main to meter) | 3 | EACH | 350.00 | 1,050.00 | 700.00 | 2,100.00 | 750.00 | 2,250.00 | 2,000.00 | 6,000.00 |
| S-016 | replace sewer house connection to back of curb | 6 | EACH | 400.00 | 2,400.00 | 1,000.00 | 6,000.00 | 1,300.00 | 7,800.00 | 2,200.00 | 13,200.00 |
| S-017 | replace existing sewer house connection beyond back of curb |
45 | LNFT | 20.00 | 900.00 | 200.00 | 9,000.00 | 30.00 | 1,350.00 | 75.00 | 3,375.00 |
| S-018 | project sign | 2 | EACH | 2,500.00 | 5,000.00 | 2,000.00 | 4,000.00 | 2,200.00 | 4,400.00 | 1,400.00 | 2,800.00 |
| S-019 | exploratory excavation | 4 | EACH | 1,200.00 | 4,800.00 | 3,000.00 | 12,000.00 | 1,500.00 | 6,000.00 | 2,300.00 | 9,200.00 |
| S-020 | remove and relocate school zone sign and blinking light |
1 | EACH | 2,200.00 | 2,200.00 | 3,000.00 | 3,000.00 | 2,300.00 | 2,300.00 | 2,300.00 | 2,300.00 |
| S-021 | three (3") inch conduit | 480 | LNFT | 7.00 | 3,360.00 | 15.00 | 7,200.00 | 7.00 | 3,360.00 | 8.00 | 3,840.00 |
| S-022 | signal support, double mast arm (std.) incl. foundation |
1 | EACH | 9,500.00 | 9,500.00 | 18,000.00 | 18,000.00 | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 |
| S-023 | signal support, pedestal pole incl. foundation | 3 | EACH | 1,300.00 | 3,900.00 | 3,100.00 | 9,300.00 | 1,400.00 | 4,200.00 | 1,400.00 | 4,200.00 |
| S-024 | signal heads, vehicular, 12" lens, 3-section | 10 | EACH | 900.00 | 9,000.00 | 1,000.00 | 10,000.00 | 900.00 | 9,000.00 | 1,000.00 | 10,000.00 |
| S-025 | signal controller with type b foundation | 1 | EACH | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 22,000.00 | 22,000.00 | 22,000.00 | 22,000.00 |
| S-026 | optical detectors | 2 | EACH | 800.00 | 1,600.00 | 800.00 | 1,600.00 | 850.00 | 1,700.00 | 900.00 | 1,800.00 |
| S-027 | phase selector | 1 | EACH | 3,900.00 | 3,900.00 | 3,900.00 | 3,900.00 | 4,200.00 | 4,200.00 | 4,500.00 | 4,500.00 |
| S-028 | optical detector cable (no. 20/3c) | 490 | LNFT | 1.50 | 735.00 | 2.00 | 980.00 | 1.50 | 735.00 | 1.50 | 735.00 |
| S-029 | traffic signal cable (no. 14/7c) | 1,700 | LNFT | 1.50 | 2,550.00 | 4.00 | 6,800.00 | 2.00 | 3,400.00 | 2.00 | 3,400.00 |
| S-030 | traffic manholes | 2 | EACH | 1,400.00 | 2,800.00 | 2,200.00 | 4,400.00 | 1,500.00 | 3,000.00 | 1,600.00 | 3,200.00 |
| S-031 | relocate existing signal pedestal, pole incl. new foundation, demo of exist foundation, and rewiring |
2 | EACH | 1,400.00 | 2,800.00 | 3,800.00 | 7,600.00 | 1,400.00 | 2,800.00 | 1,200.00 | 2,400.00 |
| S-032 | relocate existing signal, double mast arm, incl. new foundation, demo of exist. foundation and rewiring |
2 | EACH | 3,500.00 | 7,000.00 | 11,000.00 | 22,000.00 | 4,000.00 | 8,000.00 | 3,500.00 | 7,000.00 |
| S-033 | relocate existing signal controller, incl. new foundation, demo of exist. foundation and rewiring |
1 | EACH | 3,000.00 | 3,000.00 | 8,800.00 | 8,800.00 | 3,300.00 | 3,300.00 | 3,000.00 | 3,000.00 |
| S-034 | relocate existing signal service meter and pole, incl. new foundation, demo of exist. foundation and rewiring |
1 | EACH | 1,300.00 | 1,300.00 | 2,000.00 | 2,000.00 | 1,400.00 | 1,400.00 | 1,200.00 | 1,200.00 |
| S-035 | maintain traffic signals during construction | lump | LUMP | 7,500.00 | 7,500.00 | 9,000.00 | 9,000.00 | 8,300.00 | 8,300.00 | 8,000.00 | 8,000.00 |
| S-036 | saw cut existing concrete pavement (full depth) including curb |
300 | LNFT | 12.00 | 3,600.00 | 14.00 | 4,200.00 | 13.00 | 3,900.00 | 8.00 | 2,400.00 |
| S-037 | saw cut, wheel cut or spade cut existing asphaltic concrete pavement (full cut) |
70 | LNFT | 8.00 | 560.00 | 8.00 | 560.00 | 6.00 | 420.00 | 7.00 | 490.00 |
| S-038 | street name signs on new post or on mast arm | 9 | EACH | 250.00 | 2,250.00 | 250.00 | 2,250.00 | 275.00 | 2,475.00 | 250.00 | 2,250.00 |
| S-039 | hand formed and poured in place concrete curb within the limits of tree drip line |
50 | LNFT | 50.00 | 2,500.00 | 20.00 | 1,000.00 | 20.00 | 1,000.00 | 30.00 | 1,500.00 |
| S-040 | gravel bed and filter cloth over tree roots | 12 | SQYD | 200.00 | 2,400.00 | 40.00 | 480.00 | 30.00 | 360.00 | 40.00 | 480.00 |
| S-041 | 8" pvc drain house connection collector line | 175 | LNFT | 10.00 | 1,750.00 | 50.00 | 8,750.00 | 25.00 | 4,375.00 | 21.00 | 3,675.00 |
| S-042 | replace house drain connection beyond back of curb | 80 | LNFT | 15.00 | 1,200.00 | 50.00 | 4,000.00 | 22.00 | 1,760.00 | 20.00 | 1,600.00 |
| S-043 | 60" rcp drain line tie-in to existing concrete box culvert |
1 | EACH | 4,700.00 | 4,700.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| S-044 | 48" rcp drain line tie-in to existing concrete box culvert |
1 | EACH | 3,700.00 | 3,700.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 |
| S-045 | 36" rcp drain line tie-in to existing concrete box culvert |
1 | EACH | 3,300.00 | 3,300.00 | 9,000.00 | 9,000.00 | 10,000.00 | 10,000.00 | 18,000.00 | 18,000.00 |
| S-046 | water main (8" pvc) with main line fittings | 90 | LNFT | 68.00 | 6,120.00 | 200.00 | 18,000.00 | 100.00 | 9,000.00 | 200.00 | 18,000.00 |
| S-047 | adjusting water valve and/or meter box (complete to grade) incl. removal of mud and debris inside the water meter box |
7 | EACH | 250.00 | 1,750.00 | 400.00 | 2,800.00 | 70.00 | 490.00 | 400.00 | 2,800.00 |
| S-048 | untreated timber for bedding materials | 47.13 | MFBM | 900.00 | 42,417.00 | 1,000.00 | 47,130.00 | 900.00 | 42,417.00 | 800.00 | 37,704.00 |
| S-049 | brick sidewalk or footlap | 9 | SQYD | 250.00 | 2,250.00 | 80.00 | 720.00 | 250.00 | 2,250.00 | 400.00 | 3,600.00 |
| S-050 | exposed aggregate sidewalk | 155.3 | SQYD | 65.00 | 10,094.50 | 80.00 | 12,424.00 | 75.00 | 11,647.50 | 90.00 | 13,977.00 |
| S-051 | exposed aggregate driveway (6" thick) | 53.9 | SQYD | 80.00 | 4,312.00 | 80.00 | 4,312.00 | 80.00 | 4,312.00 | 120.00 | 6,468.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 2,528,845.00 | 2,867,717.30 | 2,917,059.02 | 3,225,957.10 | |||||||
| NUMBER OF DAYS BID AT $3,000 PER DAY. | 330,000.00 | 390,000.00 | 390,000.00 | 390,000.00 | |||||||
| TOTAL BID | 2,858,845.00 | 3,257,717.30 | 3,307,059.02 | 3,615,957.10 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - BYRON E. TALBOT CONTRACTOR, INC. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 140,000.00 | 140,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 31,000.00 | 31,000.00 | ||||||
| 202-02-C | removal of portland cement concrete pavement | 8,968 | SQYD | 11.50 | 103,132.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 891 | SQYD | 13.00 | 11,583.00 | ||||||
| 203-04 | nonplastic embankment | 4,018 | CUYD | 24.85 | 99,847.30 | ||||||
| 203-05 | excavation and embankment | lump | LUMP | 90,000.00 | 90,000.00 | ||||||
| 203-08 | geotextile fabric | 20,511 | SQYD | 1.35 | 27,689.85 | ||||||
| 204-06 | temporary silt fencing | 3,950 | LNFT | 4.50 | 17,775.00 | ||||||
| 302-02-C | class ii base course (8" thick) | 9,816.1 | SQYD | 24.15 | 237,058.82 | ||||||
| 510-01-B | pavement patching (12" minimum thickness) | 13 | SQYD | 200.00 | 2,600.00 | ||||||
| 601-01-I | portland cement concrete pavement (9" thick) | 9,377.0 | SQYD | 73.75 | 691,553.75 | ||||||
| 601-04 | portland cement concrete pavement coring | 10 | EACH | 100.00 | 1,000.00 | ||||||
| 602-05-E-01 | full depth patching of jointed conc pvmt (7" thick) (16.0 sq yds & under) |
4.0 | SQYD | 200.00 | 800.00 | ||||||
| 701-03-E | storm drain pipe (12" rcp) | 128 | LNFT | 162.00 | 20,736.00 | ||||||
| 701-03-F | storm drain pipe (15" rcp) | 62 | LNFT | 167.00 | 10,354.00 | ||||||
| 701-03-I | storm drain pipe (24" rcp) | 21 | LNFT | 245.00 | 5,145.00 | ||||||
| 701-03-M | storm drain pipe (36" rcp) | 274 | LNFT | 260.00 | 71,240.00 | ||||||
| 701-03-O | storm drain pipe (48" rcp) | 928 | LNFT | 361.00 | 335,008.00 | ||||||
| 701-03-P | storm drain pipe (54" rcp) | 236 | LNFT | 375.00 | 88,500.00 | ||||||
| 701-03-Q | storm drain pipe (60" rcp) | 394 | LNFT | 460.00 | 181,240.00 | ||||||
| 701-04-F | storm drain pipe arch (36" equiv. rcpa) | 261 | LNFT | 256.00 | 66,816.00 | ||||||
| 701-09-M/E | fabricating pipe fittings, 36"x36"x12" | 2 | EACH | 2,800.00 | 5,600.00 | ||||||
| 701-09-O/E | fabricating pipe fittings, 48"x48"x12" | 2 | EACH | 4,300.00 | 8,600.00 | ||||||
| 701-09-P/E | fabricating pipe fittings, 54"x54"x12" | 1 | EACH | 5,100.00 | 5,100.00 | ||||||
| 701-09-Q/E | fabricating pipe fittings, 60"x60"x12" | 1 | EACH | 6,500.00 | 6,500.00 | ||||||
| 701-09-Q/I | fabricating pipe fittings, 60"x60"x24" | 1 | EACH | 6,500.00 | 6,500.00 | ||||||
| 702-04-A | adjusting manholes | 11 | EACH | 455.00 | 5,005.00 | ||||||
| 706-01-A | concrete walk (4" thick) | 451.8 | SQYD | 82.50 | 37,273.50 | ||||||
| 706-02-C | concrete drive (6" thick) | 140.9 | SQYD | 155.00 | 21,839.50 | ||||||
| 706-02-E | concrete drive (8" thick) | 112.0 | SQYD | 179.00 | 20,048.00 | ||||||
| 706-03-A | incidental concrete paving (4" thick) | 33.0 | SQYD | 135.00 | 4,455.00 | ||||||
| 707-01 | concrete curb | 3,895.4 | LNFT | 9.50 | 37,006.30 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | ||||||
| 714-01 | slab sodding | 798 | SQYD | 5.50 | 4,389.00 | ||||||
| 715-01 | topsoil | 646 | CUYD | 24.00 | 15,504.00 | ||||||
| 722-01 | project site laboratory | 1 | EACH | 20,000.00 | 20,000.00 | ||||||
| 726-01 | bedding material | 1,548.1 | CUYD | 92.00 | 142,425.20 | ||||||
| 727-01 | mobilization | lump | LUMP | 210,000.00 | 210,000.00 | ||||||
| 729-01 | sign (type a) | 144.0 | SQFT | 23.00 | 3,312.00 | ||||||
| 729-21 | u-channel post | 22 | EACH | 66.00 | 1,452.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 150 | EACH | 5.45 | 817.50 | ||||||
| 732-01-A | plastic pavement striping (4" width) | 6,243 | LNFT | 0.60 | 3,745.80 | ||||||
| 732-01-B | plastic pavement striping (6" width) | 368 | LNFT | 0.90 | 331.20 | ||||||
| 732-01-C | plastic pavement striping (8" width) | 550 | LNFT | 1.10 | 605.00 | ||||||
| 732-01-D | plastic pavement striping (12" width) | 124 | LNFT | 2.25 | 279.00 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 430 | LNFT | 4.15 | 1,784.50 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 3 | EACH | 220.00 | 660.00 | ||||||
| 732-04-E | plastic pavement legends & symbols (school crossing) | 1 | EACH | 440.00 | 440.00 | ||||||
| 739-01 | hydro-seeding | 0.94 | ACRE | 2,500.00 | 2,350.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 65,000.00 | 65,000.00 | ||||||
| S-001 | geogrid | 9,816 | SQYD | 3.65 | 35,828.40 | ||||||
| S-002 | remove and replace tree with crepe myrtle | 5 | EACH | 1,000.00 | 5,000.00 | ||||||
| S-003 | tree trimming and/or root pruning | 4 | EACH | 2,500.00 | 10,000.00 | ||||||
| S-004 | manholes (s&wb of new orleans) (dwg. d-870) (type no. 2) |
1 | EACH | 4,500.00 | 4,500.00 | ||||||
| S-005 | manholes (s&wb of new orleans) (dwg. d-870) (type no. 3) |
4 | EACH | 5,000.00 | 20,000.00 | ||||||
| S-006 | manholes (s&wb of new orleans) (dwg. d-3340) (large pipes) |
11 | EACH | 6,700.00 | 73,700.00 | ||||||
| S-007 | manholes, special conflict | 1 | EACH | 15,000.00 | 15,000.00 | ||||||
| S-008 | catch basins (s&wb of new orleans) (dwg. d-873) (std. no. 1) |
11 | EACH | 4,500.00 | 49,500.00 | ||||||
| S-009 | catch basins (s&wb of new orleans) (dwg. d-873-a) (dbl. no.1) |
2 | EACH | 6,000.00 | 12,000.00 | ||||||
| S-010 | drop inlets (s&wb of new orleans) (dwg. d-3264) | 1 | EACH | 3,600.00 | 3,600.00 | ||||||
| S-011 | 6" water line offset | 1 | EACH | 3,500.00 | 3,500.00 | ||||||
| S-012 | 12" water main (pvc) with main line fittings | 19 | LNFT | 275.00 | 5,225.00 | ||||||
| S-013 | new manhole around existing water valve | 1 | EACH | 1,725.00 | 1,725.00 | ||||||
| S-014 | replace 3/4" water house connection (from main to meter) |
4 | EACH | 1,200.00 | 4,800.00 | ||||||
| S-015 | replace 1" house connection (from main to meter) | 3 | EACH | 1,600.00 | 4,800.00 | ||||||
| S-016 | replace sewer house connection to back of curb | 6 | EACH | 1,400.00 | 8,400.00 | ||||||
| S-017 | replace existing sewer house connection beyond back of curb |
45 | LNFT | 60.00 | 2,700.00 | ||||||
| S-018 | project sign | 2 | EACH | 1,500.00 | 3,000.00 | ||||||
| S-019 | exploratory excavation | 4 | EACH | 3,200.00 | 12,800.00 | ||||||
| S-020 | remove and relocate school zone sign and blinking light |
1 | EACH | 2,400.00 | 2,400.00 | ||||||
| S-021 | three (3") inch conduit | 480 | LNFT | 7.50 | 3,600.00 | ||||||
| S-022 | signal support, double mast arm (std.) incl. foundation |
1 | EACH | 10,000.00 | 10,000.00 | ||||||
| S-023 | signal support, pedestal pole incl. foundation | 3 | EACH | 1,375.00 | 4,125.00 | ||||||
| S-024 | signal heads, vehicular, 12" lens, 3-section | 10 | EACH | 925.00 | 9,250.00 | ||||||
| S-025 | signal controller with type b foundation | 1 | EACH | 22,000.00 | 22,000.00 | ||||||
| S-026 | optical detectors | 2 | EACH | 850.00 | 1,700.00 | ||||||
| S-027 | phase selector | 1 | EACH | 4,200.00 | 4,200.00 | ||||||
| S-028 | optical detector cable (no. 20/3c) | 490 | LNFT | 1.50 | 735.00 | ||||||
| S-029 | traffic signal cable (no. 14/7c) | 1,700 | LNFT | 1.90 | 3,230.00 | ||||||
| S-030 | traffic manholes | 2 | EACH | 1,530.00 | 3,060.00 | ||||||
| S-031 | relocate existing signal pedestal, pole incl. new foundation, demo of exist foundation, and rewiring |
2 | EACH | 1,350.00 | 2,700.00 | ||||||
| S-032 | relocate existing signal, double mast arm, incl. new foundation, demo of exist. foundation and rewiring |
2 | EACH | 4,000.00 | 8,000.00 | ||||||
| S-033 | relocate existing signal controller, incl. new foundation, demo of exist. foundation and rewiring |
1 | EACH | 3,200.00 | 3,200.00 | ||||||
| S-034 | relocate existing signal service meter and pole, incl. new foundation, demo of exist. foundation and rewiring |
1 | EACH | 1,400.00 | 1,400.00 | ||||||
| S-035 | maintain traffic signals during construction | lump | LUMP | 8,250.00 | 8,250.00 | ||||||
| S-036 | saw cut existing concrete pavement (full depth) including curb |
300 | LNFT | 15.00 | 4,500.00 | ||||||
| S-037 | saw cut, wheel cut or spade cut existing asphaltic concrete pavement (full cut) |
70 | LNFT | 8.50 | 595.00 | ||||||
| S-038 | street name signs on new post or on mast arm | 9 | EACH | 275.00 | 2,475.00 | ||||||
| S-039 | hand formed and poured in place concrete curb within the limits of tree drip line |
50 | LNFT | 24.00 | 1,200.00 | ||||||
| S-040 | gravel bed and filter cloth over tree roots | 12 | SQYD | 18.00 | 216.00 | ||||||
| S-041 | 8" pvc drain house connection collector line | 175 | LNFT | 39.50 | 6,912.50 | ||||||
| S-042 | replace house drain connection beyond back of curb | 80 | LNFT | 80.00 | 6,400.00 | ||||||
| S-043 | 60" rcp drain line tie-in to existing concrete box culvert |
1 | EACH | 18,000.00 | 18,000.00 | ||||||
| S-044 | 48" rcp drain line tie-in to existing concrete box culvert |
1 | EACH | 13,000.00 | 13,000.00 | ||||||
| S-045 | 36" rcp drain line tie-in to existing concrete box culvert |
1 | EACH | 13,000.00 | 13,000.00 | ||||||
| S-046 | water main (8" pvc) with main line fittings | 90 | LNFT | 100.00 | 9,000.00 | ||||||
| S-047 | adjusting water valve and/or meter box (complete to grade) incl. removal of mud and debris inside the water meter box |
7 | EACH | 350.00 | 2,450.00 | ||||||
| S-048 | untreated timber for bedding materials | 47.13 | MFBM | 975.00 | 45,951.75 | ||||||
| S-049 | brick sidewalk or footlap | 9 | SQYD | 125.00 | 1,125.00 | ||||||
| S-050 | exposed aggregate sidewalk | 155.3 | SQYD | 100.00 | 15,530.00 | ||||||
| S-051 | exposed aggregate driveway (6" thick) | 53.9 | SQYD | 120.00 | 6,468.00 | ||||||
| ITEM TOTAL (CONSTRUCTION BID) | 3,474,852.87 | ||||||||||
| NUMBER OF DAYS BID AT $3,000 PER DAY. | 390,000.00 | ||||||||||
| TOTAL BID | 3,864,852.87 | ||||||||||