| |||
| DBE GOAL FED | |||
| Lead Project: 455-09-0024 | |||
| Parish: CADDO | |||
| Routes: I-49 | |||
| Description: I-49 NORTH (MIRA-MYRTIS ROAD TO LA 168) | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete pavement, precast concrete girder spans bridge and related work. | |||
| Estimated Construction Cost: $35,859,348.70 | |||
| Maximum Number of Days Allowed for Construction: 500 | |||
| Calculated Daily User Cost: $3,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Life Cycle Cost | Total Bid |
|---|---|---|---|---|---|---|
| 1 | 42076 | AUSTIN BRIDGE & ROAD, LP | $31,126,131.00 | 450 | $968,300.00 | $33,444,431.00 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $33,057,973.12 | 500 | $968,300.00 | $35,526,273.12 |
| 3 | 39462 | JB JAMES CONSTRUCTION LLC | $33,883,714.12 | 500 | $968,300.00 | $36,352,014.12 |
| 4 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $34,069,972.90 | 500 | $968,300.00 | $36,538,272.90 |
| 5 | 36374 | BEST-YET BUILDERS, LLC | $34,166,725.71 | 500 | $968,300.00 | $36,635,025.71 |
| 6 | 38936 | SOUTHERN INDUSTRIAL CONTRACTORS LLC | $35,636,415.36 | 500 | $968,300.00 | $38,104,715.36 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - AUSTIN BRIDGE & ROAD, LP |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - JB JAMES CONSTRUCTION LLC |
- 4 - GILCHRIST 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 | 200,000.00 | 200,000.00 | 25,000.00 | 25,000.00 | 820,000.00 | 820,000.00 | 100,000.00 | 100,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 5,450.00 | 5,450.00 | 25,000.00 | 25,000.00 | 70,000.00 | 70,000.00 | 50,000.00 | 50,000.00 |
| 202-02-D | removal of concrete walks & drives | 348 | SQYD | 10.75 | 3,741.00 | 5.50 | 1,914.00 | 6.00 | 2,088.00 | 10.00 | 3,480.00 |
| 202-02-G | removal of surfacing & stabilized base | 22,998.1 | SQYD | 2.20 | 50,595.82 | 3.40 | 78,193.54 | 3.60 | 82,793.16 | 5.00 | 114,990.50 |
| 203-01 | general excavation | 854,431 | CUYD | 1.90 | 1,623,418.90 | 2.50 | 2,136,077.50 | 2.80 | 2,392,406.80 | 2.00 | 1,708,862.00 |
| 203-02 | drainage excavation | 5,788 | CUYD | 8.70 | 50,355.60 | 3.50 | 20,258.00 | 7.00 | 40,516.00 | 9.00 | 52,092.00 |
| 203-03 | embankment | 347,383 | CUYD | 2.30 | 798,980.90 | 3.00 | 1,042,149.00 | 3.00 | 1,042,149.00 | 2.00 | 694,766.00 |
| 203-04-01 | nonplastic embankment (stone) | 3,732 | CUYD | 82.00 | 306,024.00 | 120.00 | 447,840.00 | 70.00 | 261,240.00 | 100.00 | 373,200.00 |
| 203-07-B | borrow (vehicular meas.)(plastic soils) | 3,000 | CUYD | 12.00 | 36,000.00 | 4.04 | 12,120.00 | 12.00 | 36,000.00 | 4.00 | 12,000.00 |
| 204-02 | temporary hay or straw bales | 238 | EACH | 10.75 | 2,558.50 | 17.50 | 4,165.00 | 10.00 | 2,380.00 | 20.00 | 4,760.00 |
| 204-05-A | temporary sediment check dams (hay) | 352 | EACH | 118.00 | 41,536.00 | 185.00 | 65,120.00 | 110.00 | 38,720.00 | 285.00 | 100,320.00 |
| 204-05-B | temporary sediment check dams (stone) | 40 | EACH | 591.00 | 23,640.00 | 335.00 | 13,400.00 | 800.00 | 32,000.00 | 485.00 | 19,400.00 |
| 204-06 | temporary silt fencing | 77,850 | LNFT | 1.60 | 124,560.00 | 2.35 | 182,947.50 | 1.70 | 132,345.00 | 1.10 | 85,635.00 |
| 204-07 | temporary stone construction entrance | 2 | EACH | 2,150.00 | 4,300.00 | 3,700.00 | 7,400.00 | 2,500.00 | 5,000.00 | 3,000.00 | 6,000.00 |
| 302-01-01 | class ii base course (stone or recycled pcc) | 26,507.2 | CUYD | 75.50 | 2,001,293.60 | 80.00 | 2,120,576.00 | 75.00 | 1,988,040.00 | 80.00 | 2,120,576.00 |
| 302-02-B-01 | class ii base course (6" thick) (soil cement) | 190,836.6 | SQYD | 4.70 | 896,932.02 | 4.50 | 858,764.70 | 5.50 | 1,049,601.30 | 6.00 | 1,145,019.60 |
| 302-02-D-01 | class ii base course (8 1/2" thick) (soil cement) | 23,942.1 | SQYD | 6.00 | 143,652.60 | 7.70 | 184,354.17 | 7.00 | 167,594.70 | 10.00 | 239,421.00 |
| 302-02-F-01 | class ii base course (12" thick) (soil cement) | 34,464.3 | SQYD | 7.90 | 272,267.97 | 13.00 | 448,035.90 | 9.50 | 327,410.85 | 11.50 | 396,339.45 |
| 304-05 | lime treatment (type e) | 413.96 | TON | 100.00 | 41,396.00 | 162.00 | 67,061.52 | 230.00 | 95,210.80 | 240.00 | 99,350.40 |
| 305-01-D | subgrade layer (12" thick) | 190,837 | SQYD | 9.90 | 1,889,286.30 | 8.30 | 1,583,947.10 | 8.70 | 1,660,281.90 | 8.00 | 1,526,696.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
217 | CUYD | 80.00 | 17,360.00 | 34.00 | 7,378.00 | 100.00 | 21,700.00 | 75.00 | 16,275.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 80.00 | 40,000.00 | 55.00 | 27,500.00 | 75.00 | 37,500.00 | 50.00 | 25,000.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
3,336.5 | TON | 124.50 | 415,394.25 | 115.00 | 383,697.50 | 120.00 | 400,380.00 | 120.00 | 400,380.00 |
| 507-01-A | asphaltic material (crs-2p emulsion) | 34,686 | GAL | 3.50 | 121,401.00 | 3.25 | 112,729.50 | 3.40 | 117,932.40 | 3.50 | 121,401.00 |
| 507-02-B | aggregate (s2) | 51,010 | SQYD | 1.80 | 91,818.00 | 1.65 | 84,166.50 | 1.70 | 86,717.00 | 1.80 | 91,818.00 |
| 507-02-C | aggregate (s3) | 51,010 | SQYD | 1.60 | 81,616.00 | 1.45 | 73,964.50 | 1.50 | 76,515.00 | 1.60 | 81,616.00 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 2,256 | LNFT | 61.00 | 137,616.00 | 52.00 | 117,312.00 | 75.00 | 169,200.00 | 95.00 | 214,320.00 |
| 701-01-K | cross drain pipe (30" rcp) | 174 | LNFT | 98.00 | 17,052.00 | 72.00 | 12,528.00 | 90.00 | 15,660.00 | 115.00 | 20,010.00 |
| 701-01-N | cross drain pipe (42" rcp) | 370 | LNFT | 152.50 | 56,425.00 | 135.00 | 49,950.00 | 150.00 | 55,500.00 | 215.00 | 79,550.00 |
| 701-01-P | cross drain pipe (54" rcp) | 130 | LNFT | 234.50 | 30,485.00 | 200.00 | 26,000.00 | 250.00 | 32,500.00 | 260.00 | 33,800.00 |
| 701-01-S | cross drain pipe (72" rcp) | 152 | LNFT | 392.00 | 59,584.00 | 350.00 | 53,200.00 | 390.00 | 59,280.00 | 375.00 | 57,000.00 |
| 701-02-G | cross drain pipe arch (42" equiv. rcpa) | 384 | LNFT | 152.50 | 58,560.00 | 150.00 | 57,600.00 | 180.00 | 69,120.00 | 175.00 | 67,200.00 |
| 701-05-G | side drain pipe (18") | 1,085 | LNFT | 65.50 | 71,067.50 | 36.00 | 39,060.00 | 50.00 | 54,250.00 | 60.00 | 65,100.00 |
| 701-05-I | side drain pipe (24") | 238 | LNFT | 76.50 | 18,207.00 | 45.00 | 10,710.00 | 58.00 | 13,804.00 | 70.00 | 16,660.00 |
| 701-05-K | side drain pipe (30") | 370 | LNFT | 83.00 | 30,710.00 | 65.00 | 24,050.00 | 75.00 | 27,750.00 | 76.00 | 28,120.00 |
| 701-05-Q-01 | side drain pipe (60")(erosion) | 70 | LNFT | 256.00 | 17,920.00 | 130.00 | 9,100.00 | 210.00 | 14,700.00 | 235.00 | 16,450.00 |
| 701-15 | concrete collar | 8 | EACH | 1,060.00 | 8,480.00 | 400.00 | 3,200.00 | 500.00 | 4,000.00 | 1,200.00 | 9,600.00 |
| 702-03-A | catch basins (cb-01) | 31 | EACH | 2,180.00 | 67,580.00 | 2,880.00 | 89,280.00 | 2,600.00 | 80,600.00 | 2,500.00 | 77,500.00 |
| 702-04-B | adjusting catch basins | 5 | EACH | 5,450.00 | 27,250.00 | 2,370.00 | 11,850.00 | 2,500.00 | 12,500.00 | 3,000.00 | 15,000.00 |
| 702-05-A | cross drain end treatment (2 barrels, 42" rcp) | 1 | EACH | 8,180.00 | 8,180.00 | 7,300.00 | 7,300.00 | 4,200.00 | 4,200.00 | 6,000.00 | 6,000.00 |
| 702-05-B | cross drain end treatment (2 barrels, 42" equiv. rcpa) | 1 | EACH | 9,270.00 | 9,270.00 | 7,800.00 | 7,800.00 | 5,200.00 | 5,200.00 | 8,500.00 | 8,500.00 |
| 703-03 | perforated pipe underdrains | 500 | LNFT | 20.00 | 10,000.00 | 12.50 | 6,250.00 | 15.00 | 7,500.00 | 8.00 | 4,000.00 |
| 703-04 | nonperforated pipe underdrains | 500 | LNFT | 10.50 | 5,250.00 | 12.50 | 6,250.00 | 30.00 | 15,000.00 | 15.00 | 7,500.00 |
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 137.5 | LNFT | 29.00 | 3,987.50 | 27.00 | 3,712.50 | 27.00 | 3,712.50 | 30.00 | 4,125.00 |
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 518.8 | LNFT | 53.50 | 27,755.80 | 50.00 | 25,940.00 | 50.00 | 25,940.00 | 55.00 | 28,534.00 |
| 704-03 | blocked out guard rail | 1,581.3 | LNFT | 19.25 | 30,440.03 | 18.00 | 28,463.40 | 18.00 | 28,463.40 | 20.00 | 31,626.00 |
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
25.0 | LNFT | 102.00 | 2,550.00 | 95.00 | 2,375.00 | 95.00 | 2,375.00 | 110.00 | 2,750.00 |
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 59.00 | 11,800.00 | 55.00 | 11,000.00 | 55.00 | 11,000.00 | 60.00 | 12,000.00 |
| 704-11-A | guard rail end treatment (flared) | 12 | EACH | 2,040.00 | 24,480.00 | 1,900.00 | 22,800.00 | 1,900.00 | 22,800.00 | 2,200.00 | 26,400.00 |
| 704-11-C | guard rail end treatment (bi-directional) | 2 | EACH | 4,840.00 | 9,680.00 | 4,500.00 | 9,000.00 | 4,500.00 | 9,000.00 | 5,000.00 | 10,000.00 |
| 705-01 | barbed wire fence | 5,733 | LNFT | 5.40 | 30,958.20 | 5.00 | 28,665.00 | 5.00 | 28,665.00 | 5.70 | 32,678.10 |
| 705-02 | combination mesh & barbed wire fence | 10,766 | LNFT | 5.70 | 61,366.20 | 5.30 | 57,059.80 | 5.30 | 57,059.80 | 6.90 | 74,285.40 |
| 705-04 | single swinging driveway gates | 11 | EACH | 591.00 | 6,501.00 | 550.00 | 6,050.00 | 550.00 | 6,050.00 | 700.00 | 7,700.00 |
| 705-05 | double swinging driveway gates | 3 | DBGT | 747.00 | 2,241.00 | 695.00 | 2,085.00 | 700.00 | 2,100.00 | 900.00 | 2,700.00 |
| 705-09 | rebuilt fence | 48 | LNFT | 50.00 | 2,400.00 | 110.00 | 5,280.00 | 100.00 | 4,800.00 | 25.00 | 1,200.00 |
| 706-02-C | concrete drive (6" thick) | 200.7 | SQYD | 55.00 | 11,038.50 | 57.00 | 11,439.90 | 66.00 | 13,246.20 | 85.00 | 17,059.50 |
| 706-03-A | incidental concrete paving (4" thick) | 1,291.5 | SQYD | 39.75 | 51,337.13 | 45.00 | 58,117.50 | 50.00 | 64,575.00 | 65.00 | 83,947.50 |
| 711-01-B | riprap (10 lb, 12" thick) | 140 | SQYD | 65.50 | 9,170.00 | 44.00 | 6,160.00 | 56.00 | 7,840.00 | 60.00 | 8,400.00 |
| 711-01-C | riprap (30 lb, 14" thick) | 5,943 | SQYD | 71.00 | 421,953.00 | 45.00 | 267,435.00 | 56.00 | 332,808.00 | 65.00 | 386,295.00 |
| 711-01-D | riprap (55 lb, 18" thick) | 870 | SQYD | 76.50 | 66,555.00 | 65.00 | 56,550.00 | 62.00 | 53,940.00 | 70.00 | 60,900.00 |
| 711-04 | geotextile fabric | 6,953 | SQYD | 2.20 | 15,296.60 | 3.00 | 20,859.00 | 3.00 | 20,859.00 | 2.00 | 13,906.00 |
| 712-01-A | concrete cast-in-place revetment (4" thick) | 3,920 | SQYD | 75.50 | 295,960.00 | 63.00 | 246,960.00 | 62.00 | 243,040.00 | 62.00 | 243,040.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 32,000.00 | 32,000.00 | 50,000.00 | 50,000.00 | 200,000.00 | 200,000.00 | 100,000.00 | 100,000.00 |
| 716-01-A | mulch (vegetative) | 119.8 | TON | 478.00 | 57,264.40 | 445.00 | 53,311.00 | 450.00 | 53,910.00 | 440.00 | 52,712.00 |
| 717-01 | seeding | 2,397 | LB | 8.60 | 20,614.20 | 8.00 | 19,176.00 | 8.00 | 19,176.00 | 6.70 | 16,059.90 |
| 718-01 | fertilizer | 59,920 | LB | 0.50 | 29,960.00 | 0.45 | 26,964.00 | 0.45 | 26,964.00 | 0.53 | 31,757.60 |
| 720-01-A | erosion control system, slope protection (type a) | 28,669 | SQYD | 1.20 | 34,402.80 | 1.15 | 32,969.35 | 1.20 | 34,402.80 | 1.20 | 34,402.80 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 5,781 | SQYD | 1.70 | 9,827.70 | 1.60 | 9,249.60 | 1.60 | 9,249.60 | 1.75 | 10,116.75 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 16,612 | SQYD | 1.80 | 29,901.60 | 1.65 | 27,409.80 | 1.70 | 28,240.40 | 1.75 | 29,071.00 |
| 720-01-E | erosion control system, flexible channel liner (type e) | 1,794 | SQYD | 3.00 | 5,382.00 | 2.75 | 4,933.50 | 2.80 | 5,023.20 | 3.35 | 6,009.90 |
| 720-01-F | erosion control system, flexible channel liner (type f) | 577 | SQYD | 3.50 | 2,019.50 | 3.25 | 1,875.25 | 3.30 | 1,904.10 | 4.50 | 2,596.50 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 5,000.00 | 5,000.00 | 65,000.00 | 65,000.00 |
| 726-01 | bedding material | 663.0 | CUYD | 92.50 | 61,327.50 | 100.00 | 66,300.00 | 90.00 | 59,670.00 | 90.00 | 59,670.00 |
| 727-01 | mobilization | lump | LUMP | 2,200,000.00 | 2,200,000.00 | 3,150,000.00 | 3,150,000.00 | 3,300,000.00 | 3,300,000.00 | 3,000,000.00 | 3,000,000.00 |
| 729-16-B | object marker assembly (type 2) | 60 | EACH | 70.00 | 4,200.00 | 65.00 | 3,900.00 | 65.00 | 3,900.00 | 70.00 | 4,200.00 |
| 729-16-C | object marker assembly (type 3) | 14 | EACH | 80.50 | 1,127.00 | 75.00 | 1,050.00 | 75.00 | 1,050.00 | 85.00 | 1,190.00 |
| 729-19-A | dead end road installations(type a) | 1 | EACH | 1,452.92 | 1,452.92 | 1,350.00 | 1,350.00 | 1,400.00 | 1,400.00 | 1,500.00 | 1,500.00 |
| 731-01 | nonreflectorized raised pavement markers | 234 | EACH | 18.25 | 4,270.50 | 17.00 | 3,978.00 | 12.00 | 2,808.00 | 18.00 | 4,212.00 |
| 731-02 | reflectorized raised pavement markers | 2,195 | EACH | 5.90 | 12,950.50 | 5.50 | 12,072.50 | 5.10 | 11,194.50 | 6.00 | 13,170.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 25.301 | MILE | 2,630.00 | 66,541.63 | 2,450.00 | 61,987.45 | 3,000.00 | 75,903.00 | 2,700.00 | 68,312.70 |
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.714 | MILE | 5,270.00 | 3,762.78 | 4,875.00 | 3,480.75 | 6,300.00 | 4,498.20 | 5,400.00 | 3,855.60 |
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.238 | MILE | 15,590.00 | 3,710.42 | 14,625.00 | 3,480.75 | 22,000.00 | 5,236.00 | 16,000.00 | 3,808.00 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 5 | EACH | 242.00 | 1,210.00 | 225.00 | 1,125.00 | 210.00 | 1,050.00 | 250.00 | 1,250.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 5 | EACH | 253.00 | 1,265.00 | 235.00 | 1,175.00 | 220.00 | 1,100.00 | 260.00 | 1,300.00 |
| 735-01 | mailboxes | 16 | EACH | 107.50 | 1,720.00 | 10.00 | 160.00 | 1.00 | 16.00 | 5.50 | 88.00 |
| 735-02 | mailbox supports (single) | 16 | EACH | 107.50 | 1,720.00 | 150.00 | 2,400.00 | 200.00 | 3,200.00 | 165.00 | 2,640.00 |
| 740-01 | construction layout | lump | LUMP | 400,000.00 | 400,000.00 | 300,000.00 | 300,000.00 | 240,000.00 | 240,000.00 | 500,000.00 | 500,000.00 |
| 740-02 | utility oversight and coordination | lump | LUMP | 1.00 | 1.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 128.68 | CUYD | 1,140.00 | 146,695.20 | 1,200.00 | 154,416.00 | 1,200.00 | 154,416.00 | 1,200.00 | 154,416.00 |
| 805-01-F | class a concrete (bents) | 1,142.55 | CUYD | 576.00 | 658,108.80 | 580.00 | 662,679.00 | 650.00 | 742,657.50 | 850.00 | 971,167.50 |
| 805-03 | class aa concrete | 68.32 | CUYD | 1,010.00 | 69,003.20 | 1,000.00 | 68,320.00 | 550.00 | 37,576.00 | 1,500.00 | 102,480.00 |
| 805-04 | class aa(m) concrete | 1,897.81 | CUYD | 564.00 | 1,070,364.84 | 800.00 | 1,518,248.00 | 600.00 | 1,138,686.00 | 850.00 | 1,613,138.50 |
| 805-08-C | precast-prestressed concrete girders (type iii) | 1,101.4 | LNFT | 100.50 | 110,690.70 | 95.00 | 104,633.00 | 112.00 | 123,356.80 | 115.00 | 126,661.00 |
| 805-08-D | precast-prestressed concrete girders (type iv) | 3,000.0 | LNFT | 158.00 | 474,000.00 | 155.00 | 465,000.00 | 155.00 | 465,000.00 | 148.00 | 444,000.00 |
| 805-08-G | precast-prestressed concrete girders (type bt-72) | 1,803.6 | LNFT | 171.00 | 308,415.60 | 175.00 | 315,630.00 | 190.00 | 342,684.00 | 175.00 | 315,630.00 |
| 805-11 | strip seal joints | 537.55 | LNFT | 174.00 | 93,533.70 | 151.52 | 81,454.31 | 155.00 | 83,320.25 | 180.00 | 96,759.00 |
| 805-12-M | reinforced concrete box culverts (6'x 6') | 98.4 | LNFT | 600.00 | 59,040.00 | 550.00 | 54,120.00 | 500.00 | 49,200.00 | 550.00 | 54,120.00 |
| 805-12-P | reinforced concrete box culverts (7'x 7') | 251.6 | LNFT | 676.00 | 170,081.60 | 600.00 | 150,960.00 | 650.00 | 163,540.00 | 645.00 | 162,282.00 |
| 805-12-Q | reinforced concrete box culverts (8'x 7') | 174.6 | LNFT | 796.00 | 138,981.60 | 650.00 | 113,490.00 | 700.00 | 122,220.00 | 750.00 | 130,950.00 |
| 805-12-X | reinforced concrete box culverts (10'x 10') | 530.0 | LNFT | 1,200.00 | 636,000.00 | 900.00 | 477,000.00 | 1,250.00 | 662,500.00 | 1,200.00 | 636,000.00 |
| 806-01 | deformed reinforcing steel | 303,374 | LB | 0.65 | 197,193.10 | 0.85 | 257,867.90 | 0.80 | 242,699.20 | 0.70 | 212,361.80 |
| 806-02 | deformed reinforcing steel (epoxy coated) | 569,139 | LB | 0.85 | 483,768.15 | 1.00 | 569,139.00 | 1.00 | 569,139.00 | 0.80 | 455,311.20 |
| 807-08 | structural metalwork | lump | LUMP | 1,406,770.00 | 1,406,770.00 | 1,550,000.00 | 1,550,000.00 | 1,550,000.00 | 1,550,000.00 | 1,400,000.00 | 1,400,000.00 |
| 810-01 | concrete railing (barrier) | 3,934.61 | LNFT | 61.50 | 241,978.52 | 57.00 | 224,272.77 | 56.00 | 220,338.16 | 50.00 | 196,730.50 |
| 813-01 | concrete approach slabs | 1,111.08 | SQYD | 183.50 | 203,883.18 | 235.00 | 261,103.80 | 220.00 | 244,437.60 | 200.00 | 222,216.00 |
| 814-01-B | drilled shaft (24") | 328.0 | LNFT | 61.50 | 20,172.00 | 220.00 | 72,160.00 | 240.00 | 78,720.00 | 250.00 | 82,000.00 |
| 814-01-F | drilled shaft (60") | 693.0 | LNFT | 385.00 | 266,805.00 | 245.00 | 169,785.00 | 340.00 | 235,620.00 | 270.00 | 187,110.00 |
| 814-01-J | drilled shaft (66") | 2,325.0 | LNFT | 474.00 | 1,102,050.00 | 315.00 | 732,375.00 | 400.00 | 930,000.00 | 360.00 | 837,000.00 |
| 814-02-J | trial shaft (66") | 115.0 | LNFT | 484.00 | 55,660.00 | 350.00 | 40,250.00 | 340.00 | 39,100.00 | 350.00 | 40,250.00 |
| 814-04-F | crosshole sonic logging (60") | 12 | EACH | 1,390.00 | 16,680.00 | 4,000.00 | 48,000.00 | 1,000.00 | 12,000.00 | 2,100.00 | 25,200.00 |
| 814-04-J | crosshole sonic logging (66") | 45 | EACH | 1,390.00 | 62,550.00 | 4,100.00 | 184,500.00 | 1,000.00 | 45,000.00 | 2,500.00 | 112,500.00 |
| S-002 | concrete cast-in-place revetment (catch basin) | 464.1 | SQYD | 85.00 | 39,448.50 | 60.00 | 27,846.00 | 76.00 | 35,271.60 | 80.00 | 37,128.00 |
| S-101 | test drilled shaft (66") | 2 | EACH | 19,740.00 | 39,480.00 | 85,000.00 | 170,000.00 | 85,000.00 | 170,000.00 | 100,000.00 | 200,000.00 |
| S-102 | load testing a drilled shaft | 2 | EACH | 84,180.00 | 168,360.00 | 115,000.00 | 230,000.00 | 110,000.00 | 220,000.00 | 135,000.00 | 270,000.00 |
| S-103 | deck drainage systems | lump | LUMP | 22,160.00 | 22,160.00 | 80,000.00 | 80,000.00 | 70,000.00 | 70,000.00 | 15,000.00 | 15,000.00 |
| SUBTOTAL GENERAL | 22,271,190.06 | 24,071,749.76 | 25,417,937.72 | 24,491,588.70 | |||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | jointed plain concrete pavement | ||||||||||
| 502-01 | superpave asphaltic concrete | 32,164.4 | TON | 95.00 | 3,055,618.00 | 89.00 | 2,862,631.60 | 80.00 | 2,573,152.00 | 99.00 | 3,184,275.60 |
| 601-01-M | portland cement concrete pavement (11" thick) | 129,104.2 | SQYD | 44.50 | 5,745,136.90 | 47.00 | 6,067,897.40 | 45.00 | 5,809,689.00 | 49.00 | 6,326,105.80 |
| 601-04 | portland cement concrete pavement coring | 165 | EACH | 110.00 | 18,150.00 | 90.00 | 14,850.00 | 120.00 | 19,800.00 | 115.00 | 18,975.00 |
| 707-01 | concrete curb | 1,258.6 | LNFT | 2.60 | 3,272.36 | 5.00 | 6,293.00 | 16.00 | 20,137.60 | 9.00 | 11,327.40 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.076 | MILE | 1,070.00 | 81.32 | 1,050.00 | 79.80 | 850.00 | 64.60 | 1,100.00 | 83.60 |
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape-type v) |
7.556 | MILE | 3,760.00 | 28,410.56 | 3,510.00 | 26,521.56 | 4,700.00 | 35,513.20 | 3,800.00 | 28,712.80 |
| S-001 | rumble strips (ground-in) | 10.6 | MILE | 403.00 | 4,271.80 | 750.00 | 7,950.00 | 700.00 | 7,420.00 | 840.00 | 8,904.00 |
| SUBTOTAL ALT A1 | 8,854,940.94 | 8,986,223.36 | 8,465,776.40 | 9,578,384.20 | |||||||
| ALTERNATE A2 | superpave asphaltic concrete | ||||||||||
| 502-01 | superpave asphaltic concrete | 110,191.7 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 707-01 | concrete curb | 678.0 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 707-03 | combination concrete curb & gutter | 580.6 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 7.632 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| S-001 | rumble strips (ground-in) | 17.7 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 31,126,131.00 | 33,057,973.12 | 33,883,714.12 | 34,069,972.90 | |||||||
| NUMBER OF DAYS BID AT $3,000 PER DAY. | 1,350,000.00 | 1,500,000.00 | 1,500,000.00 | 1,500,000.00 | |||||||
| LIFE CYCLE COST | 968,300.00 | 968,300.00 | 968,300.00 | 968,300.00 | |||||||
| TOTAL BID | 33,444,431.00 | 35,526,273.12 | 36,352,014.12 | 36,538,272.90 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - BEST-YET BUILDERS, LLC |
- 6 - SOUTHERN INDUSTRIAL CONTRACTORS LLC |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 150,000.00 | 150,000.00 | 2,091,957.00 | 2,091,957.00 | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 50,000.00 | 50,000.00 | 41,076.85 | 41,076.85 | ||||
| 202-02-D | removal of concrete walks & drives | 348 | SQYD | 10.00 | 3,480.00 | 21.04 | 7,321.92 | ||||
| 202-02-G | removal of surfacing & stabilized base | 22,998.1 | SQYD | 4.00 | 91,992.40 | 1.52 | 34,957.11 | ||||
| 203-01 | general excavation | 854,431 | CUYD | 3.75 | 3,204,116.25 | 2.54 | 2,170,254.74 | ||||
| 203-02 | drainage excavation | 5,788 | CUYD | 7.50 | 43,410.00 | 5.00 | 28,940.00 | ||||
| 203-03 | embankment | 347,383 | CUYD | 4.50 | 1,563,223.50 | 2.54 | 882,352.82 | ||||
| 203-04-01 | nonplastic embankment (stone) | 3,732 | CUYD | 63.00 | 235,116.00 | 75.50 | 281,766.00 | ||||
| 203-07-B | borrow (vehicular meas.)(plastic soils) | 3,000 | CUYD | 10.00 | 30,000.00 | 13.64 | 40,920.00 | ||||
| 204-02 | temporary hay or straw bales | 238 | EACH | 10.00 | 2,380.00 | 11.50 | 2,737.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 352 | EACH | 100.00 | 35,200.00 | 115.00 | 40,480.00 | ||||
| 204-05-B | temporary sediment check dams (stone) | 40 | EACH | 500.00 | 20,000.00 | 740.00 | 29,600.00 | ||||
| 204-06 | temporary silt fencing | 77,850 | LNFT | 1.65 | 128,452.50 | 1.35 | 105,097.50 | ||||
| 204-07 | temporary stone construction entrance | 2 | EACH | 1,000.00 | 2,000.00 | 14,500.00 | 29,000.00 | ||||
| 302-01-01 | class ii base course (stone or recycled pcc) | 26,507.2 | CUYD | 63.00 | 1,669,953.60 | 67.77 | 1,796,392.94 | ||||
| 302-02-B-01 | class ii base course (6" thick) (soil cement) | 190,836.6 | SQYD | 5.65 | 1,078,226.79 | 4.72 | 900,748.75 | ||||
| 302-02-D-01 | class ii base course (8 1/2" thick) (soil cement) | 23,942.1 | SQYD | 7.00 | 167,594.70 | 5.75 | 137,667.08 | ||||
| 302-02-F-01 | class ii base course (12" thick) (soil cement) | 34,464.3 | SQYD | 8.75 | 301,562.63 | 7.79 | 268,476.90 | ||||
| 304-05 | lime treatment (type e) | 413.96 | TON | 286.00 | 118,392.56 | 295.00 | 122,118.20 | ||||
| 305-01-D | subgrade layer (12" thick) | 190,837 | SQYD | 8.00 | 1,526,696.00 | 13.83 | 2,639,275.71 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
217 | CUYD | 60.00 | 13,020.00 | 72.70 | 15,775.90 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 500.0 | CUYD | 0.10 | 50.00 | 44.85 | 22,425.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
3,336.5 | TON | 100.00 | 333,650.00 | 132.25 | 441,252.13 | ||||
| 507-01-A | asphaltic material (crs-2p emulsion) | 34,686 | GAL | 3.00 | 104,058.00 | 3.74 | 129,725.64 | ||||
| 507-02-B | aggregate (s2) | 51,010 | SQYD | 1.75 | 89,267.50 | 1.89 | 96,408.90 | ||||
| 507-02-C | aggregate (s3) | 51,010 | SQYD | 1.75 | 89,267.50 | 1.66 | 84,676.60 | ||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 2,256 | LNFT | 63.00 | 142,128.00 | 54.67 | 123,335.52 | ||||
| 701-01-K | cross drain pipe (30" rcp) | 174 | LNFT | 90.00 | 15,660.00 | 75.51 | 13,138.74 | ||||
| 701-01-N | cross drain pipe (42" rcp) | 370 | LNFT | 175.00 | 64,750.00 | 115.73 | 42,820.10 | ||||
| 701-01-P | cross drain pipe (54" rcp) | 130 | LNFT | 250.00 | 32,500.00 | 184.66 | 24,005.80 | ||||
| 701-01-S | cross drain pipe (72" rcp) | 152 | LNFT | 465.00 | 70,680.00 | 306.18 | 46,539.36 | ||||
| 701-02-G | cross drain pipe arch (42" equiv. rcpa) | 384 | LNFT | 210.00 | 80,640.00 | 152.00 | 58,368.00 | ||||
| 701-05-G | side drain pipe (18") | 1,085 | LNFT | 37.50 | 40,687.50 | 36.50 | 39,602.50 | ||||
| 701-05-I | side drain pipe (24") | 238 | LNFT | 60.00 | 14,280.00 | 54.68 | 13,013.84 | ||||
| 701-05-K | side drain pipe (30") | 370 | LNFT | 80.00 | 29,600.00 | 75.51 | 27,938.70 | ||||
| 701-05-Q-01 | side drain pipe (60")(erosion) | 70 | LNFT | 265.00 | 18,550.00 | 237.00 | 16,590.00 | ||||
| 701-15 | concrete collar | 8 | EACH | 1,000.00 | 8,000.00 | 670.00 | 5,360.00 | ||||
| 702-03-A | catch basins (cb-01) | 31 | EACH | 3,000.00 | 93,000.00 | 3,312.00 | 102,672.00 | ||||
| 702-04-B | adjusting catch basins | 5 | EACH | 1,500.00 | 7,500.00 | 3,000.00 | 15,000.00 | ||||
| 702-05-A | cross drain end treatment (2 barrels, 42" rcp) | 1 | EACH | 5,000.00 | 5,000.00 | 9,775.00 | 9,775.00 | ||||
| 702-05-B | cross drain end treatment (2 barrels, 42" equiv. rcpa) | 1 | EACH | 5,000.00 | 5,000.00 | 9,890.00 | 9,890.00 | ||||
| 703-03 | perforated pipe underdrains | 500 | LNFT | 10.00 | 5,000.00 | 11.50 | 5,750.00 | ||||
| 703-04 | nonperforated pipe underdrains | 500 | LNFT | 10.00 | 5,000.00 | 28.75 | 14,375.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 137.5 | LNFT | 38.50 | 5,293.75 | 40.25 | 5,534.38 | ||||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 518.8 | LNFT | 53.00 | 27,496.40 | 63.25 | 32,814.10 | ||||
| 704-03 | blocked out guard rail | 1,581.3 | LNFT | 22.00 | 34,788.60 | 23.00 | 36,369.90 | ||||
| 704-06-A | guard rail anchor sections (trailing end)(single thrie beam) |
25.0 | LNFT | 110.00 | 2,750.00 | 97.75 | 2,443.75 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 71.50 | 14,300.00 | 69.00 | 13,800.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 12 | EACH | 2,310.00 | 27,720.00 | 2,588.00 | 31,056.00 | ||||
| 704-11-C | guard rail end treatment (bi-directional) | 2 | EACH | 4,950.00 | 9,900.00 | 5,750.00 | 11,500.00 | ||||
| 705-01 | barbed wire fence | 5,733 | LNFT | 5.50 | 31,531.50 | 7.48 | 42,882.84 | ||||
| 705-02 | combination mesh & barbed wire fence | 10,766 | LNFT | 6.60 | 71,055.60 | 8.63 | 92,910.58 | ||||
| 705-04 | single swinging driveway gates | 11 | EACH | 660.00 | 7,260.00 | 794.00 | 8,734.00 | ||||
| 705-05 | double swinging driveway gates | 3 | DBGT | 880.00 | 2,640.00 | 1,093.00 | 3,279.00 | ||||
| 705-09 | rebuilt fence | 48 | LNFT | 22.00 | 1,056.00 | 115.00 | 5,520.00 | ||||
| 706-02-C | concrete drive (6" thick) | 200.7 | SQYD | 70.00 | 14,049.00 | 80.00 | 16,056.00 | ||||
| 706-03-A | incidental concrete paving (4" thick) | 1,291.5 | SQYD | 60.00 | 77,490.00 | 64.50 | 83,301.75 | ||||
| 711-01-B | riprap (10 lb, 12" thick) | 140 | SQYD | 40.00 | 5,600.00 | 24.40 | 3,416.00 | ||||
| 711-01-C | riprap (30 lb, 14" thick) | 5,943 | SQYD | 50.00 | 297,150.00 | 28.36 | 168,543.48 | ||||
| 711-01-D | riprap (55 lb, 18" thick) | 870 | SQYD | 62.00 | 53,940.00 | 36.65 | 31,885.50 | ||||
| 711-04 | geotextile fabric | 6,953 | SQYD | 2.00 | 13,906.00 | 0.98 | 6,813.94 | ||||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 3,920 | SQYD | 63.00 | 246,960.00 | 64.40 | 252,448.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 200,000.00 | 200,000.00 | 171,032.00 | 171,032.00 | ||||
| 716-01-A | mulch (vegetative) | 119.8 | TON | 522.50 | 62,595.50 | 512.00 | 61,337.60 | ||||
| 717-01 | seeding | 2,397 | LB | 7.65 | 18,337.05 | 9.20 | 22,052.40 | ||||
| 718-01 | fertilizer | 59,920 | LB | 0.55 | 32,956.00 | 0.52 | 31,158.40 | ||||
| 720-01-A | erosion control system, slope protection (type a) | 28,669 | SQYD | 1.15 | 32,969.35 | 1.33 | 38,129.77 | ||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 5,781 | SQYD | 1.60 | 9,249.60 | 1.84 | 10,637.04 | ||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 16,612 | SQYD | 1.60 | 26,579.20 | 1.90 | 31,562.80 | ||||
| 720-01-E | erosion control system, flexible channel liner (type e) | 1,794 | SQYD | 1.60 | 2,870.40 | 3.16 | 5,669.04 | ||||
| 720-01-F | erosion control system, flexible channel liner (type f) | 577 | SQYD | 1.60 | 923.20 | 3.74 | 2,157.98 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 | ||||
| 726-01 | bedding material | 663.0 | CUYD | 70.00 | 46,410.00 | 81.75 | 54,200.25 | ||||
| 727-01 | mobilization | lump | LUMP | 3,000,000.00 | 3,000,000.00 | 2,127,946.00 | 2,127,946.00 | ||||
| 729-16-B | object marker assembly (type 2) | 60 | EACH | 71.50 | 4,290.00 | 74.75 | 4,485.00 | ||||
| 729-16-C | object marker assembly (type 3) | 14 | EACH | 120.00 | 1,680.00 | 86.25 | 1,207.50 | ||||
| 729-19-A | dead end road installations(type a) | 1 | EACH | 2,100.00 | 2,100.00 | 2,300.00 | 2,300.00 | ||||
| 731-01 | nonreflectorized raised pavement markers | 234 | EACH | 18.70 | 4,375.80 | 13.80 | 3,229.20 | ||||
| 731-02 | reflectorized raised pavement markers | 2,195 | EACH | 6.00 | 13,170.00 | 5.88 | 12,906.60 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 25.301 | MILE | 2,695.00 | 68,186.20 | 3,340.00 | 84,505.34 | ||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.714 | MILE | 5,390.00 | 3,848.46 | 7,287.00 | 5,202.92 | ||||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.238 | MILE | 15,950.00 | 3,796.10 | 24,288.00 | 5,780.54 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 5 | EACH | 247.50 | 1,237.50 | 242.00 | 1,210.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 5 | EACH | 258.50 | 1,292.50 | 253.00 | 1,265.00 | ||||
| 735-01 | mailboxes | 16 | EACH | 50.00 | 800.00 | 50.00 | 800.00 | ||||
| 735-02 | mailbox supports (single) | 16 | EACH | 150.00 | 2,400.00 | 100.00 | 1,600.00 | ||||
| 740-01 | construction layout | lump | LUMP | 500,000.00 | 500,000.00 | 1,087,000.00 | 1,087,000.00 | ||||
| 740-02 | utility oversight and coordination | lump | LUMP | 20,000.00 | 20,000.00 | 27,600.00 | 27,600.00 | ||||
| 805-01-B | class a concrete (box culvert headwalls) | 128.68 | CUYD | 600.00 | 77,208.00 | 700.00 | 90,076.00 | ||||
| 805-01-F | class a concrete (bents) | 1,142.55 | CUYD | 560.00 | 639,828.00 | 560.00 | 639,828.00 | ||||
| 805-03 | class aa concrete | 68.32 | CUYD | 750.00 | 51,240.00 | 750.00 | 51,240.00 | ||||
| 805-04 | class aa(m) concrete | 1,897.81 | CUYD | 590.00 | 1,119,707.90 | 600.00 | 1,138,686.00 | ||||
| 805-08-C | precast-prestressed concrete girders (type iii) | 1,101.4 | LNFT | 111.50 | 122,806.10 | 112.00 | 123,356.80 | ||||
| 805-08-D | precast-prestressed concrete girders (type iv) | 3,000.0 | LNFT | 166.25 | 498,750.00 | 170.00 | 510,000.00 | ||||
| 805-08-G | precast-prestressed concrete girders (type bt-72) | 1,803.6 | LNFT | 192.75 | 347,643.90 | 190.00 | 342,684.00 | ||||
| 805-11 | strip seal joints | 537.55 | LNFT | 138.00 | 74,181.90 | 140.00 | 75,257.00 | ||||
| 805-12-M | reinforced concrete box culverts (6'x 6') | 98.4 | LNFT | 540.00 | 53,136.00 | 600.00 | 59,040.00 | ||||
| 805-12-P | reinforced concrete box culverts (7'x 7') | 251.6 | LNFT | 600.00 | 150,960.00 | 750.00 | 188,700.00 | ||||
| 805-12-Q | reinforced concrete box culverts (8'x 7') | 174.6 | LNFT | 630.00 | 109,998.00 | 800.00 | 139,680.00 | ||||
| 805-12-X | reinforced concrete box culverts (10'x 10') | 530.0 | LNFT | 1,123.00 | 595,190.00 | 1,200.00 | 636,000.00 | ||||
| 806-01 | deformed reinforcing steel | 303,374 | LB | 0.73 | 221,463.02 | 0.75 | 227,530.50 | ||||
| 806-02 | deformed reinforcing steel (epoxy coated) | 569,139 | LB | 0.81 | 461,002.59 | 0.82 | 466,693.98 | ||||
| 807-08 | structural metalwork | lump | LUMP | 1,685,000.00 | 1,685,000.00 | 1,685,000.00 | 1,685,000.00 | ||||
| 810-01 | concrete railing (barrier) | 3,934.61 | LNFT | 80.00 | 314,768.80 | 80.00 | 314,768.80 | ||||
| 813-01 | concrete approach slabs | 1,111.08 | SQYD | 27.00 | 29,999.16 | 50.00 | 55,554.00 | ||||
| 814-01-B | drilled shaft (24") | 328.0 | LNFT | 73.00 | 23,944.00 | 75.00 | 24,600.00 | ||||
| 814-01-F | drilled shaft (60") | 693.0 | LNFT | 431.00 | 298,683.00 | 450.00 | 311,850.00 | ||||
| 814-01-J | drilled shaft (66") | 2,325.0 | LNFT | 525.00 | 1,220,625.00 | 525.00 | 1,220,625.00 | ||||
| 814-02-J | trial shaft (66") | 115.0 | LNFT | 415.00 | 47,725.00 | 415.00 | 47,725.00 | ||||
| 814-04-F | crosshole sonic logging (60") | 12 | EACH | 1,500.00 | 18,000.00 | 2,000.00 | 24,000.00 | ||||
| 814-04-J | crosshole sonic logging (66") | 45 | EACH | 1,500.00 | 67,500.00 | 2,000.00 | 90,000.00 | ||||
| S-002 | concrete cast-in-place revetment (catch basin) | 464.1 | SQYD | 60.00 | 27,846.00 | 100.00 | 46,410.00 | ||||
| S-101 | test drilled shaft (66") | 2 | EACH | 20,000.00 | 40,000.00 | 20,000.00 | 40,000.00 | ||||
| S-102 | load testing a drilled shaft | 2 | EACH | 90,000.00 | 180,000.00 | 90,000.00 | 180,000.00 | ||||
| S-103 | deck drainage systems | lump | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | ||||
| SUBTOTAL GENERAL | 25,211,245.51 | 26,433,168.93 | |||||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | jointed plain concrete pavement | ||||||||||
| 502-01 | superpave asphaltic concrete | 32,164.4 | TON | 75.00 | 2,412,330.00 | 102.00 | 3,280,768.80 | ||||
| 601-01-M | portland cement concrete pavement (11" thick) | 129,104.2 | SQYD | 50.00 | 6,455,210.00 | 45.00 | 5,809,689.00 | ||||
| 601-04 | portland cement concrete pavement coring | 165 | EACH | 100.00 | 16,500.00 | 120.00 | 19,800.00 | ||||
| 707-01 | concrete curb | 1,258.6 | LNFT | 10.00 | 12,586.00 | 30.00 | 37,758.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.076 | MILE | 1,100.00 | 83.60 | 1,000.00 | 76.00 | ||||
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape-type v) |
7.556 | MILE | 3,850.00 | 29,090.60 | 5,313.00 | 40,145.03 | ||||
| S-001 | rumble strips (ground-in) | 10.6 | MILE | 2,800.00 | 29,680.00 | 1,416.00 | 15,009.60 | ||||
| SUBTOTAL ALT A1 | 8,955,480.20 | 9,203,246.43 | |||||||||
| ALTERNATE A2 | superpave asphaltic concrete | ||||||||||
| 502-01 | superpave asphaltic concrete | 110,191.7 | TON | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 707-01 | concrete curb | 678.0 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 707-03 | combination concrete curb & gutter | 580.6 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 7.632 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-001 | rumble strips (ground-in) | 17.7 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| ITEM TOTAL (CONSTRUCTION BID) | 34,166,725.71 | 35,636,415.36 | |||||||||
| NUMBER OF DAYS BID AT $3,000 PER DAY. | 1,500,000.00 | 1,500,000.00 | |||||||||
| LIFE CYCLE COST | 968,300.00 | 968,300.00 | |||||||||
| TOTAL BID | 36,635,025.71 | 38,104,715.36 | |||||||||