| |||
| DBE GOAL FED | |||
| Lead Project: 262-02-0023 | |||
| Parish: LIVINGSTON | |||
| Routes: LA 16 | |||
| Description: DENHAM SPRINGS - WATSON | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic pavement, portland cement concrete pavement, patching of pccp and related work | |||
| Estimated Construction Cost: $9,251,150.92 | |||
| Maximum Number of Days Allowed for Construction: 420 | |||
| Calculated Daily User Cost: $1,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Life Cycle Cost | Total Bid |
|---|---|---|---|---|---|---|
| 1 | 06276 | BARRIERE CONSTRUCTION CO., LLC. | $7,733,735.30 | 400 | $759,500.00$8,893,235.30 | |
| 2 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $8,000,648.20 | 420 | $759,500.00$9,180,148.20 | |
| 3 | 00849 | F.G. SULLIVAN, JR. CONTRACTOR LLC | $8,334,476.95 | 420 | $759,500.00$9,513,976.95 | |
| 4 | 39462 | DENTON-JAMES LLC | $9,546,485.68 | 420 | $308,600.00$10,275,085.68 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARRIERE CONSTRUCTION CO., LLC. |
- 2 - BARBER BROS. CONTRACTING CO., L.L.C |
- 3 - F.G. SULLIVAN, JR. CONTRACTOR LLC |
- 4 - DENTON-JAMES LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 3,373 | SQYD | 10.00 | 33,730.00 | 20.00 | 67,460.00 | 12.00 | 40,476.00 | 7.50 | 25,297.50 |
| 202-02-D | removal of concrete walks & drives | 621 | SQYD | 10.00 | 6,210.00 | 30.00 | 18,630.00 | 12.00 | 7,452.00 | 14.00 | 8,694.00 |
| 202-02-I | removal of asphalt | 26,274 | SQYD | 3.50 | 91,959.00 | 5.00 | 131,370.00 | 5.00 | 131,370.00 | 2.50 | 65,685.00 |
| 202-02-J | removal of existing traffic signal equipment | lump | LUMP | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 203-01 | general excavation | 12,553 | CUYD | 5.00 | 62,765.00 | 15.00 | 188,295.00 | 12.00 | 150,636.00 | 15.00 | 188,295.00 |
| 203-02 | drainage excavation | 225 | CUYD | 20.00 | 4,500.00 | 20.00 | 4,500.00 | 12.00 | 2,700.00 | 20.00 | 4,500.00 |
| 204-02 | temporary hay or straw bales | 50 | EACH | 10.00 | 500.00 | 20.00 | 1,000.00 | 10.00 | 500.00 | 10.00 | 500.00 |
| 204-06 | temporary silt fencing | 19,574 | LNFT | 1.50 | 29,361.00 | 1.50 | 29,361.00 | 1.40 | 27,403.60 | 1.50 | 29,361.00 |
| 302-02-C-01 | class ii base course (8" thick)(stone or recycled pccp) | 36,498.9 | SQYD | 20.00 | 729,978.00 | 20.00 | 729,978.00 | 24.00 | 875,973.60 | 21.00 | 766,476.90 |
| 302-02-C-02 | class ii base course (8" thick)(4" superpave ashaltic concrete, level 2 4" embankment) |
3,538.3 | SQYD | 20.00 | 70,766.00 | 25.00 | 88,457.50 | 28.00 | 99,072.40 | 28.00 | 99,072.40 |
| 302-02-G-01 | class ii base course (13" thick)(stone or recycled pccp) |
17,519.5 | SQYD | 30.00 | 525,585.00 | 30.00 | 525,585.00 | 36.00 | 630,702.00 | 33.00 | 578,143.50 |
| 302-02-G-02 | class ii base course (13" thick)(6 1/2" superppave asphaltic concrete, level 2 / 6 1/2" embankment) |
16,720.3 | SQYD | 32.50 | 543,409.75 | 35.00 | 585,210.50 | 38.00 | 635,371.40 | 40.00 | 668,812.00 |
| 304-01 | lime | 257.98 | TON | 150.00 | 38,697.00 | 180.00 | 46,436.40 | 160.00 | 41,276.80 | 0.01 | 2.58 |
| 304-05 | lime treatment (type e) | 257.98 | TON | 50.00 | 12,899.00 | 120.00 | 30,957.60 | 350.00 | 90,293.00 | 320.00 | 82,553.60 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
131 | CUYD | 125.00 | 16,375.00 | 60.00 | 7,860.00 | 70.00 | 9,170.00 | 80.00 | 10,480.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 80.00 | 40,000.00 | 50.00 | 25,000.00 | 90.00 | 45,000.00 | 70.00 | 35,000.00 |
| 502-01 | superpave asphaltic concrete | 9,609.4 | TON | 84.00 | 807,189.60 | 75.00 | 720,705.00 | 70.00 | 672,658.00 | 80.00 | 768,752.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
275.4 | TON | 84.00 | 23,133.60 | 120.00 | 33,048.00 | 100.00 | 27,540.00 | 200.00 | 55,080.00 |
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
4,800 | LNFT | 1.70 | 8,160.00 | 1.75 | 8,400.00 | 1.00 | 4,800.00 | 1.50 | 7,200.00 |
| 602-02-B | cleaning and resealing existing transverse pavement joints |
5,800 | LNFT | 1.90 | 11,020.00 | 2.00 | 11,600.00 | 2.00 | 11,600.00 | 1.70 | 9,860.00 |
| 602-03 | cleaning and sealing random cracks | 600 | LNFT | 4.00 | 2,400.00 | 4.00 | 2,400.00 | 3.00 | 1,800.00 | 3.50 | 2,100.00 |
| 602-05-G-01 | full depth patching of jointed conc pvmt (8" thick) (16.0 sq yds & under) |
298.0 | SQYD | 170.00 | 50,660.00 | 165.00 | 49,170.00 | 160.00 | 47,680.00 | 160.00 | 47,680.00 |
| 602-05-G-02 | full depth patching of jointed conc pvmt (8" thick) (16.1-48.0 sq yds) |
456.0 | SQYD | 150.00 | 68,400.00 | 150.00 | 68,400.00 | 150.00 | 68,400.00 | 145.00 | 66,120.00 |
| 602-05-G-03 | full depth patching of jointed conc pvmt (8" thick) (48.1 sq yds & over) |
227.0 | SQYD | 140.00 | 31,780.00 | 140.00 | 31,780.00 | 140.00 | 31,780.00 | 135.00 | 30,645.00 |
| 701-03-F | storm drain pipe (15" rcp/pcp) | 661 | LNFT | 60.00 | 39,660.00 | 75.00 | 49,575.00 | 90.00 | 59,490.00 | 75.00 | 49,575.00 |
| 701-03-G | storm drain pipe (18" rcp/pcp) | 490 | LNFT | 70.00 | 34,300.00 | 80.00 | 39,200.00 | 100.00 | 49,000.00 | 85.00 | 41,650.00 |
| 701-05-G | side drain pipe (18") | 26 | LNFT | 55.00 | 1,430.00 | 40.00 | 1,040.00 | 50.00 | 1,300.00 | 90.00 | 2,340.00 |
| 701-05-I | side drain pipe (24") | 32 | LNFT | 60.00 | 1,920.00 | 50.00 | 1,600.00 | 60.00 | 1,920.00 | 120.00 | 3,840.00 |
| 701-10-G | reinforced concrete pipe (extension)(18") | 40 | LNFT | 230.00 | 9,200.00 | 120.00 | 4,800.00 | 130.00 | 5,200.00 | 120.00 | 4,800.00 |
| 701-10-I | reinforced concrete pipe (extension)(24") | 68 | LNFT | 240.00 | 16,320.00 | 125.00 | 8,500.00 | 140.00 | 9,520.00 | 140.00 | 9,520.00 |
| 701-10-K | reinforced concrete pipe (extension)(30") | 76 | LNFT | 250.00 | 19,000.00 | 130.00 | 9,880.00 | 140.00 | 10,640.00 | 160.00 | 12,160.00 |
| 701-10-M | reinforced concrete pipe (extension)(36") | 208 | LNFT | 170.00 | 35,360.00 | 135.00 | 28,080.00 | 140.00 | 29,120.00 | 170.00 | 35,360.00 |
| 701-10-N | reinforced concrete pipe (extension)(42") | 104 | LNFT | 210.00 | 21,840.00 | 155.00 | 16,120.00 | 160.00 | 16,640.00 | 250.00 | 26,000.00 |
| 701-10-Q | reinforced concrete pipe (extension)(60") | 104 | LNFT | 240.00 | 24,960.00 | 260.00 | 27,040.00 | 260.00 | 27,040.00 | 360.00 | 37,440.00 |
| 701-12-G | corrugated metal pipe (extension)(18") | 10 | LNFT | 50.00 | 500.00 | 100.00 | 1,000.00 | 80.00 | 800.00 | 130.00 | 1,300.00 |
| 701-12-O | corrugated metal pipe (extension)(48") | 10 | LNFT | 180.00 | 1,800.00 | 300.00 | 3,000.00 | 160.00 | 1,600.00 | 320.00 | 3,200.00 |
| 701-14 | cleaning existing pipes | 6,184 | LNFT | 4.00 | 24,736.00 | 18.00 | 111,312.00 | 20.00 | 123,680.00 | 12.00 | 74,208.00 |
| 702-03-C | catch basins (cb-06) | 6 | EACH | 4,500.00 | 27,000.00 | 4,000.00 | 24,000.00 | 4,000.00 | 24,000.00 | 4,500.00 | 27,000.00 |
| 702-03-D | catch basins (cb-07) | 1 | EACH | 5,500.00 | 5,500.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,500.00 | 5,500.00 |
| 702-03-F | catch basins (cb-08) | 3 | EACH | 9,000.00 | 27,000.00 | 6,500.00 | 19,500.00 | 6,000.00 | 18,000.00 | 9,000.00 | 27,000.00 |
| 703-01 | shoulder underdrain systems | 8,704 | LNFT | 8.00 | 69,632.00 | 6.00 | 52,224.00 | 5.00 | 43,520.00 | 8.00 | 69,632.00 |
| 703-02 | shoulder outlet underdrains | 15 | EACH | 700.00 | 10,500.00 | 500.00 | 7,500.00 | 400.00 | 6,000.00 | 500.00 | 7,500.00 |
| 706-02-C | concrete drive (6" thick) | 115.2 | SQYD | 115.00 | 13,248.00 | 75.00 | 8,640.00 | 70.00 | 8,064.00 | 70.00 | 8,064.00 |
| 707-03 | combination concrete curb & gutter | 13,372.4 | LNFT | 17.50 | 234,017.00 | 20.00 | 267,448.00 | 23.00 | 307,565.20 | 28.00 | 374,427.20 |
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | 250,000.00 | 250,000.00 | 350,000.00 | 350,000.00 | 120,000.00 | 120,000.00 |
| 713-02-C | temporary pavement markings (8" width) | 75 | LNFT | 0.30 | 22.50 | 1.00 | 75.00 | 0.15 | 11.25 | 0.30 | 22.50 |
| 713-02-E | temporary pavement markings (24" width) | 132 | LNFT | 0.90 | 118.80 | 2.00 | 264.00 | 0.50 | 66.00 | 0.90 | 118.80 |
| 713-03-A-01 | temporary pvmt. markings (broken line)(4" w)(4' l) (type i removable) |
3.707 | MILE | 2,000.00 | 7,414.00 | 600.00 | 2,224.20 | 600.00 | 2,224.20 | 700.00 | 2,594.90 |
| 713-03-B-01 | temporary pvmt. markings (broken line)(4" w)(10' l) (type i removable) |
3.707 | MILE | 3,000.00 | 11,121.00 | 4,500.00 | 16,681.50 | 4,000.00 | 14,828.00 | 5,000.00 | 18,535.00 |
| 713-04-A-01 | temporary pvmt. markings (solid line)(4" w)(type i removable) |
4.074 | MILE | 5,000.00 | 20,370.00 | 18,000.00 | 73,332.00 | 16,000.00 | 65,184.00 | 3,000.00 | 12,222.00 |
| 713-06 | temporary reflectorized raised pavement markers | 670 | EACH | 5.00 | 3,350.00 | 6.00 | 4,020.00 | 5.00 | 3,350.00 | 6.00 | 4,020.00 |
| 722-01 | project site laboratory | 1 | EACH | 42,000.00 | 42,000.00 | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 726-01 | bedding material | 94.3 | CUYD | 60.00 | 5,658.00 | 300.00 | 28,290.00 | 275.00 | 25,932.50 | 75.00 | 7,072.50 |
| 727-01 | mobilization | lump | LUMP | 550,000.00 | 550,000.00 | 250,000.00 | 250,000.00 | 300,000.00 | 300,000.00 | 940,000.00 | 940,000.00 |
| 729-01 | sign (type a) | 15.0 | SQFT | 75.00 | 1,125.00 | 55.00 | 825.00 | 48.00 | 720.00 | 80.00 | 1,200.00 |
| 731-02 | reflectorized raised pavement markers | 670 | EACH | 5.00 | 3,350.00 | 6.00 | 4,020.00 | 6.00 | 4,020.00 | 5.00 | 3,350.00 |
| 732-01-C | plastic pavement striping (8" width) | 970 | LNFT | 1.00 | 970.00 | 1.20 | 1,164.00 | 2.00 | 1,940.00 | 1.00 | 970.00 |
| 732-01-E | plastic pavement striping (24" width) | 96 | LNFT | 4.00 | 384.00 | 4.00 | 384.00 | 4.00 | 384.00 | 3.00 | 288.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 7.608 | MILE | 2,500.00 | 19,020.00 | 3,000.00 | 22,824.00 | 3,000.00 | 22,824.00 | 2,300.00 | 17,498.40 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 14 | EACH | 200.00 | 2,800.00 | 200.00 | 2,800.00 | 250.00 | 3,500.00 | 150.00 | 2,100.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 14 | EACH | 200.00 | 2,800.00 | 220.00 | 3,080.00 | 250.00 | 3,500.00 | 150.00 | 2,100.00 |
| 732-05 | removal of existing markings | 2.161 | MILE | 6,000.00 | 12,966.00 | 6,500.00 | 14,046.50 | 6,500.00 | 14,046.50 | 5,000.00 | 10,805.00 |
| 735-01 | mailboxes | 95 | EACH | 5.00 | 475.00 | 6.00 | 570.00 | 1.00 | 95.00 | 1.00 | 95.00 |
| 735-02 | mailbox supports (single) | 95 | EACH | 120.00 | 11,400.00 | 120.00 | 11,400.00 | 125.00 | 11,875.00 | 110.00 | 10,450.00 |
| 736-01 | trenching and backfilling | 1,460 | LNFT | 4.00 | 5,840.00 | 7.50 | 10,950.00 | 7.00 | 10,220.00 | 4.00 | 5,840.00 |
| 736-04-B | signal support (30' steel strain pole) | 8 | EACH | 8,500.00 | 68,000.00 | 8,500.00 | 68,000.00 | 8,000.00 | 64,000.00 | 8,400.00 | 67,200.00 |
| 736-05-B | signal heads (3-section, 12" led lenses, r,y,g) | 14 | EACH | 1,300.00 | 18,200.00 | 1,200.00 | 16,800.00 | 1,000.00 | 14,000.00 | 1,300.00 | 18,200.00 |
| 736-05-C | signal heads (5-section, 12" led lenses, r,lt.y,y,lt.g,g) |
3 | EACH | 2,000.00 | 6,000.00 | 1,400.00 | 4,200.00 | 1,200.00 | 3,600.00 | 2,000.00 | 6,000.00 |
| 736-06-A | signal service(existing power service) | 2 | EACH | 1,200.00 | 2,400.00 | 1,000.00 | 2,000.00 | 1,000.00 | 2,000.00 | 1,200.00 | 2,400.00 |
| 736-08-A | signal controller(nema, ts-2, type 2; type 6 base mounted cabinet) |
2 | EACH | 23,000.00 | 46,000.00 | 30,000.00 | 60,000.00 | 25,000.00 | 50,000.00 | 22,000.00 | 44,000.00 |
| 736-09 | loop detector | 305 | LNFT | 13.00 | 3,965.00 | 15.00 | 4,575.00 | 12.00 | 3,660.00 | 14.00 | 4,270.00 |
| 736-10-A | underground junction box(type d) | 8 | EACH | 440.00 | 3,520.00 | 400.00 | 3,200.00 | 400.00 | 3,200.00 | 400.00 | 3,200.00 |
| 736-10-B | underground junction box(type e) | 6 | EACH | 600.00 | 3,600.00 | 500.00 | 3,000.00 | 500.00 | 3,000.00 | 600.00 | 3,600.00 |
| 736-10-C | underground junction box(type h) | 2 | EACH | 1,300.00 | 2,600.00 | 1,200.00 | 2,400.00 | 1,000.00 | 2,000.00 | 1,300.00 | 2,600.00 |
| 736-11-A | conduit (1/2" pvc, schedule 80) | 76 | LNFT | 2.00 | 152.00 | 6.00 | 456.00 | 6.00 | 456.00 | 2.00 | 152.00 |
| 736-11-B | conduit (1" pvc, schedule 80) | 1,270 | LNFT | 2.20 | 2,794.00 | 6.50 | 8,255.00 | 6.00 | 7,620.00 | 2.20 | 2,794.00 |
| 736-11-C | conduit (2" pvc, schedule 80) | 105 | LNFT | 4.00 | 420.00 | 6.50 | 682.50 | 6.00 | 630.00 | 3.80 | 399.00 |
| 736-11-D | conduit (3" pvc, schedule 80) | 86 | LNFT | 5.50 | 473.00 | 6.50 | 559.00 | 6.00 | 516.00 | 5.50 | 473.00 |
| 736-12-A | conductor (2c loop lead-in, 14 awg, 19x27 class c stranding, imsa 50-2) |
1,981 | LNFT | 1.60 | 3,169.60 | 2.50 | 4,952.50 | 3.00 | 5,943.00 | 1.70 | 3,367.70 |
| 736-12-B | conductor (3c power, 6 awg, concentric) | 105 | LNFT | 2.80 | 294.00 | 5.00 | 525.00 | 5.00 | 525.00 | 3.00 | 315.00 |
| 736-12-C | conductor (6c signal, 14 awg, stranded) | 120 | LNFT | 1.70 | 204.00 | 3.00 | 360.00 | 3.00 | 360.00 | 2.00 | 240.00 |
| 736-12-D | conductor (1oc signal, 14 awg, stranded) | 2,195 | LNFT | 2.20 | 4,829.00 | 3.00 | 6,585.00 | 3.00 | 6,585.00 | 2.20 | 4,829.00 |
| 739-01 | hydro-seeding | 5.93 | ACRE | 1,100.00 | 6,523.00 | 1,200.00 | 7,116.00 | 1,100.00 | 6,523.00 | 1,100.00 | 6,523.00 |
| 740-01 | construction layout | lump | LUMP | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 | 121,000.00 | 121,000.00 | 200,000.00 | 200,000.00 |
| 805-01-A | class a concrete (pipe headwalls) | 17.32 | CUYD | 1,300.00 | 22,516.00 | 1,200.00 | 20,784.00 | 1,400.00 | 24,248.00 | 1,400.00 | 24,248.00 |
| 805-12-N | reinforced concrete box culverts (7'x 6') | 304.0 | LNFT | 850.00 | 258,400.00 | 950.00 | 288,800.00 | 1,000.00 | 304,000.00 | 1,000.00 | 304,000.00 |
| 806-01 | deformed reinforcing steel | 2,009 | LB | 3.50 | 7,031.50 | 2.50 | 5,022.50 | 2.00 | 4,018.00 | 2.00 | 4,018.00 |
| S-001 | cleaning existing ditches | 17,676 | LNFT | 4.00 | 70,704.00 | 7.00 | 123,732.00 | 7.00 | 123,732.00 | 8.00 | 141,408.00 |
| S-002 | full depth saw cut (8" thick) | 3,733 | LNFT | 8.00 | 29,864.00 | 10.00 | 37,330.00 | 7.00 | 26,131.00 | 8.00 | 29,864.00 |
| S-003 | video detection system | 2 | EACH | 4,200.00 | 8,400.00 | 4,000.00 | 8,000.00 | 3,800.00 | 7,600.00 | 4,000.00 | 8,000.00 |
| S-004 | video detection device and connection | 6 | EACH | 7,000.00 | 42,000.00 | 8,000.00 | 48,000.00 | 7,100.00 | 42,600.00 | 6,500.00 | 39,000.00 |
| S-005 | dynamic message sign unit | 2 | EACH | 30,000.00 | 60,000.00 | 25,000.00 | 50,000.00 | 10,200.00 | 20,400.00 | 20,000.00 | 40,000.00 |
| SUBTOTAL GENERAL | 5,426,644.35 | 5,659,347.70 | 6,104,821.45 | 6,556,209.48 | |||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | portland cement concrete pavement | ||||||||||
| 203-03 | embankment | 30,550 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 18.00 | 549,900.00 |
| 601-01-M | portland cement concrete pavement (11" thick) | 26,099.0 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 57.00 | 1,487,643.00 |
| 601-02-M | portland cement concrete pavement (11" thick) (crossovers & turnouts) |
13,296.8 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 66.00 | 877,588.80 |
| 707-01 | concrete curb | 5,957.5 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 10.00 | 59,575.00 |
| 732-03-A-01 | plastic pvmt striping (broken line)(4" width) preformed marking tape (type ii) |
3.707 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 4,200.00 | 15,569.40 |
| SUBTOTAL ALT A1 | 2,990,276.20 | ||||||||||
| ALTERNATE A2 | superpave asphaltic concrete pavement | ||||||||||
| 203-03 | embankment | 32,218 | CUYD | 15.00 | 483,270.00 | 18.00 | 579,924.00 | 15.00 | 483,270.00 | 0.00 | 0.00 |
| 502-01 | superpave asphaltic concrete | 13,636.8 | TON | 84.00 | 1,145,491.20 | 75.00 | 1,022,760.00 | 70.00 | 954,576.00 | 0.00 | 0.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
6,510.8 | TON | 84.00 | 546,907.20 | 90.00 | 585,972.00 | 100.00 | 651,080.00 | 0.00 | 0.00 |
| 707-03 | combination concrete curb & gutter | 5,957.5 | LNFT | 21.50 | 128,086.25 | 25.00 | 148,937.50 | 23.00 | 137,022.50 | 0.00 | 0.00 |
| 732-03-A | plastic pvmt striping (broken line)(4" width) | 3.707 | MILE | 900.00 | 3,336.30 | 1,000.00 | 3,707.00 | 1,000.00 | 3,707.00 | 0.00 | 0.00 |
| SUBTOTAL ALT A2 | 2,307,090.95 | 2,341,300.50 | 2,229,655.50 | ||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 7,733,735.30 | 8,000,648.20 | 8,334,476.95 | 9,546,485.68 | |||||||
| NUMBER OF DAYS BID AT $1,000 PER DAY. | 400,000.00 | 420,000.00 | 420,000.00 | 420,000.00 | |||||||
| LIFE CYCLE COST | 759,500.00 | 759,500.00 | 759,500.00 | 308,600.00 | |||||||
| TOTAL BID | 8,893,235.30 | 9,180,148.20 | 9,513,976.95 | 10,275,085.68 | |||||||