| |||
| DBE GOAL FED | |||
| Lead Project: 455-09-0023 | |||
| Parish: CADDO | |||
| Routes: I-49 | |||
| Description: I-49 NORTH (LA 168 TO ARKANSAS STATE LINE) | |||
| Type Const:
grading, drainage structures, class ii b.c., lime treatment, cold planing acp, superpave acp, pccp, concrete slab span and girder span bridges, and related work. | |||
| Estimated Construction Cost: $23,769,521.80 | |||
| Maximum Number of Days Allowed for Construction: 750 | |||
| Calculated Daily User Cost: $1,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Life Cycle Cost | Total Bid |
|---|---|---|---|---|---|---|
| 1 | 39462 | DENTON-JAMES LLC | $20,907,780.37 | 365 | $490,500.00 | $21,763,280.37 |
| 2 | 36374 | BEST-YET BUILDERS, LLC | $21,957,384.58 | 550 | $490,500.00 | $22,997,884.58 |
| 3 | 49731 | INTERSTATE HIGHWAY CONSTRUCTION INC | $22,055,616.71 | 425 | $490,500.00 | $22,971,116.71 |
| 4 | 34567 | JAMES CONSTRUCTION GROUP LLC | $22,063,758.83 | 750 | $490,500.00 | $23,304,258.83 |
| 5 | 42076 | AUSTIN BRIDGE & ROAD, LP | $22,793,000.00 | 540 | $490,500.00 | $23,823,500.00 |
| 6 | 12135 | BLOUNT BROS. CONSTRUCTION, INC. | $26,005,772.40 | 750 | $490,500.00 | $27,246,272.40 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DENTON-JAMES LLC |
- 2 - BEST-YET BUILDERS, LLC |
- 3 - INTERSTATE HIGHWAY CONSTRUCTION INC |
- 4 - JAMES CONSTRUCTION GROUP LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 600,000.00 | 600,000.00 | 20,000.00 | 20,000.00 | 9,712.98 | 9,712.98 | 200,000.00 | 200,000.00 |
| 202-02-G | removal of surfacing & stabilized base | 5,296.0 | SQYD | 3.40 | 18,006.40 | 6.00 | 31,776.00 | 5.08 | 26,903.68 | 5.00 | 26,480.00 |
| 202-02-01 | removal of fence (440' w/dbl swing gate @ sta. 121+00 & 439' w/dbl swing gate @ sta. 182+00) |
879 | LNFT | 3.00 | 2,637.00 | 2.00 | 1,758.00 | 1.45 | 1,274.55 | 3.00 | 2,637.00 |
| 203-01 | general excavation | 224,950 | CUYD | 3.00 | 674,850.00 | 4.50 | 1,012,275.00 | 4.09 | 920,045.50 | 2.80 | 629,860.00 |
| 203-02 | drainage excavation | 1,948 | CUYD | 6.00 | 11,688.00 | 10.00 | 19,480.00 | 5.08 | 9,895.84 | 12.50 | 24,350.00 |
| 203-03 | embankment | 53,826 | CUYD | 1.60 | 86,121.60 | 8.00 | 430,608.00 | 5.05 | 271,821.30 | 7.25 | 390,238.50 |
| 203-04 | nonplastic embankment | 4,786 | CUYD | 90.00 | 430,740.00 | 80.00 | 382,880.00 | 118.98 | 569,438.28 | 70.00 | 335,020.00 |
| 204-06 | temporary silt fencing | 37,682 | LNFT | 1.80 | 67,827.60 | 2.00 | 75,364.00 | 1.59 | 59,914.38 | 2.25 | 84,784.50 |
| 302-02-A-01 | class ii base course (4" thick)(stone or recycled pccp) | 102,545.4 | SQYD | 12.50 | 1,281,817.50 | 7.25 | 743,454.15 | 12.22 | 1,253,104.79 | 9.00 | 922,908.60 |
| 302-02-B | class ii base course (8 1/2" thick) | 29,846.9 | SQYD | 19.00 | 567,091.10 | 8.50 | 253,698.65 | 23.48 | 700,805.21 | 9.00 | 268,622.10 |
| 302-02-B-01 | class ii base course (6" thick)(soil cement) | 136,868.2 | SQYD | 5.60 | 766,461.92 | 6.50 | 889,643.30 | 6.42 | 878,693.84 | 6.00 | 821,209.20 |
| 302-02-G | class ii base course (5" thick) (stone or recycled pccp) |
40,976.0 | SQYD | 9.00 | 368,784.00 | 8.35 | 342,149.60 | 15.77 | 646,191.52 | 15.00 | 614,640.00 |
| 304-01 | lime | 211.53 | TON | 170.00 | 35,960.10 | 160.00 | 33,844.80 | 176.84 | 37,406.97 | 162.00 | 34,267.86 |
| 304-04-D | lime treatment (type d) (12" thick) | 14,923 | SQYD | 1.20 | 17,907.60 | 2.00 | 29,846.00 | 6.73 | 100,431.79 | 1.00 | 14,923.00 |
| 305-01-D | subgrade layer (12" thick) | 136,868 | SQYD | 8.20 | 1,122,317.60 | 8.00 | 1,094,944.00 | 14.24 | 1,949,000.32 | 7.50 | 1,026,510.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
162 | CUYD | 110.00 | 17,820.00 | 60.00 | 9,720.00 | 94.85 | 15,365.70 | 25.00 | 4,050.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,000.0 | CUYD | 78.00 | 78,000.00 | 0.10 | 100.00 | 39.04 | 39,040.00 | 85.00 | 85,000.00 |
| 502-01 | superpave asphaltic concrete | 7,979.7 | TON | 120.00 | 957,564.00 | 115.00 | 917,665.50 | 119.58 | 954,212.53 | 118.00 | 941,604.60 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
104.4 | TON | 225.00 | 23,490.00 | 125.00 | 13,050.00 | 225.51 | 23,543.24 | 223.00 | 23,281.20 |
| 509-01 | cold planing asphaltic pavement | 5,776 | SQYD | 3.50 | 20,216.00 | 3.00 | 17,328.00 | 2.40 | 13,862.40 | 2.11 | 12,188.52 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 192 | LNFT | 75.00 | 14,400.00 | 70.00 | 13,440.00 | 88.51 | 16,993.92 | 90.00 | 17,280.00 |
| 701-03-F | storm drain pipe (15" rcp/pcp) | 442 | LNFT | 58.00 | 25,636.00 | 36.00 | 15,912.00 | 69.49 | 30,714.58 | 55.00 | 24,310.00 |
| 701-03-G | storm drain pipe (18" rcp/pcp) | 230 | LNFT | 52.00 | 11,960.00 | 40.00 | 9,200.00 | 77.67 | 17,864.10 | 55.00 | 12,650.00 |
| 701-05-G | side drain pipe (18") | 354 | LNFT | 55.00 | 19,470.00 | 40.00 | 14,160.00 | 78.69 | 27,856.26 | 58.00 | 20,532.00 |
| 701-05-I | side drain pipe (24") | 122 | LNFT | 60.00 | 7,320.00 | 70.00 | 8,540.00 | 99.65 | 12,157.30 | 73.00 | 8,906.00 |
| 702-03-A | catch basins (cb-01) | 1 | EACH | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,818.31 | 3,818.31 | 5,400.00 | 5,400.00 |
| 702-03-C | catch basins (cb-06) | 6 | EACH | 4,000.00 | 24,000.00 | 4,000.00 | 24,000.00 | 4,105.40 | 24,632.40 | 5,600.00 | 33,600.00 |
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 325.0 | LNFT | 48.00 | 15,600.00 | 53.00 | 17,225.00 | 49.64 | 16,133.00 | 48.00 | 15,600.00 |
| 704-03 | blocked out guard rail | 968.8 | LNFT | 22.00 | 21,313.60 | 24.00 | 23,251.20 | 22.24 | 21,546.11 | 21.50 | 20,829.20 |
| 704-08-B | guard rail transitions (double thrie beam) | 250.0 | LNFT | 65.00 | 16,250.00 | 72.00 | 18,000.00 | 67.23 | 16,807.50 | 65.00 | 16,250.00 |
| 704-11-A | guard rail end treatment (flared) | 10 | EACH | 2,000.00 | 20,000.00 | 2,200.00 | 22,000.00 | 2,068.53 | 20,685.30 | 2,000.00 | 20,000.00 |
| 704-11-C | guard rail end treatment (bi-directional) | 4 | EACH | 4,500.00 | 18,000.00 | 4,950.00 | 19,800.00 | 4,654.20 | 18,616.80 | 4,500.00 | 18,000.00 |
| 705-02 | combination mesh & barbed wire fence | 2,300 | LNFT | 6.00 | 13,800.00 | 7.00 | 16,100.00 | 6.21 | 14,283.00 | 6.00 | 13,800.00 |
| 705-04 | single swinging driveway gates | 1 | EACH | 600.00 | 600.00 | 700.00 | 700.00 | 620.56 | 620.56 | 600.00 | 600.00 |
| 705-09 | rebuilt fence | 1,400 | LNFT | 8.00 | 11,200.00 | 8.80 | 12,320.00 | 8.27 | 11,578.00 | 8.00 | 11,200.00 |
| 706-03-A | incidental concrete paving (4" thick) | 1,010.4 | SQYD | 55.00 | 55,572.00 | 60.00 | 60,624.00 | 52.43 | 52,975.27 | 38.00 | 38,395.20 |
| 706-03-C | incidental concrete paving (6" thick) | 96.1 | SQYD | 75.00 | 7,207.50 | 75.00 | 7,207.50 | 98.63 | 9,478.34 | 60.00 | 5,766.00 |
| 707-01 | concrete curb | 2,648.0 | LNFT | 12.00 | 31,776.00 | 8.00 | 21,184.00 | 18.89 | 50,020.72 | 4.00 | 10,592.00 |
| 711-02-E | riprap (130 lb) | 368 | CUYD | 100.00 | 36,800.00 | 120.00 | 44,160.00 | 118.72 | 43,688.96 | 100.00 | 36,800.00 |
| 711-04 | geotextile fabric | 508 | SQYD | 2.00 | 1,016.00 | 2.00 | 1,016.00 | 3.26 | 1,656.08 | 11.00 | 5,588.00 |
| 712-01-A | concrete cast-in-place revetment (4" thick) | 2,538 | SQYD | 60.00 | 152,280.00 | 63.00 | 159,894.00 | 63.97 | 162,355.86 | 68.00 | 172,584.00 |
| 712-03 | stone revetment | 159 | SQYD | 80.00 | 12,720.00 | 100.00 | 15,900.00 | 71.23 | 11,325.57 | 75.00 | 11,925.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 80,000.00 | 80,000.00 | 100,000.00 | 100,000.00 | 30,124.27 | 30,124.27 | 37,000.00 | 37,000.00 |
| 716-01-A | mulch (vegetative) | 58.0 | TON | 600.00 | 34,800.00 | 440.00 | 25,520.00 | 791.07 | 45,882.06 | 590.00 | 34,220.00 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 59,921.31 | 59,921.31 | 20,000.00 | 20,000.00 |
| 725-01 | temporary detour roads | 9,585.5 | SQYD | 30.00 | 287,565.00 | 50.00 | 479,275.00 | 60.26 | 577,622.23 | 100.00 | 958,550.00 |
| 726-01 | bedding material | 626.8 | CUYD | 65.00 | 40,742.00 | 70.00 | 43,876.00 | 82.10 | 51,460.28 | 92.00 | 57,665.60 |
| 727-01 | mobilization | lump | LUMP | 2,000,000.00 | 2,000,000.00 | 2,000,000.00 | 2,000,000.00 | 1,000,000.00 | 1,000,000.00 | 2,100,000.00 | 2,100,000.00 |
| 729-01 | sign (type a) | 302.0 | SQFT | 35.00 | 10,570.00 | 25.00 | 7,550.00 | 45.19 | 13,647.38 | 40.00 | 12,080.00 |
| 729-04 | sign (type d) | 40.0 | SQFT | 25.00 | 1,000.00 | 30.00 | 1,200.00 | 40.17 | 1,606.80 | 33.00 | 1,320.00 |
| 729-16-C | object marker assembly (type 3) | 161 | EACH | 90.00 | 14,490.00 | 100.00 | 16,100.00 | 93.08 | 14,985.88 | 90.00 | 14,490.00 |
| 729-19-A | dead end road installations(type a) | 1 | EACH | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,008.28 | 2,008.28 | 2,000.00 | 2,000.00 |
| 729-21 | u-channel post | 62 | EACH | 150.00 | 9,300.00 | 100.00 | 6,200.00 | 100.41 | 6,225.42 | 100.00 | 6,200.00 |
| 731-01 | nonreflectorized raised pavement markers | 447 | EACH | 15.00 | 6,705.00 | 14.85 | 6,637.95 | 15.22 | 6,803.34 | 15.00 | 6,705.00 |
| 731-02 | reflectorized raised pavement markers | 2,525 | EACH | 5.50 | 13,887.50 | 5.65 | 14,266.25 | 5.58 | 14,089.50 | 5.50 | 13,887.50 |
| 732-01-C | plastic pavement striping (8" width) | 2,461 | LNFT | 1.00 | 2,461.00 | 1.05 | 2,584.05 | 1.01 | 2,485.61 | 1.00 | 2,461.00 |
| 732-01-E | plastic pavement striping (24" width) | 1,385 | LNFT | 4.50 | 6,232.50 | 4.35 | 6,024.75 | 4.57 | 6,329.45 | 4.50 | 6,232.50 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 17.046 | MILE | 2,300.00 | 39,205.80 | 3,245.00 | 55,314.27 | 2,334.38 | 39,791.84 | 2,300.00 | 39,205.80 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.992 | MILE | 850.00 | 843.20 | 1,015.00 | 1,006.88 | 862.71 | 855.81 | 850.00 | 843.20 |
| 739-01 | hydro-seeding | 38.61 | ACRE | 1,200.00 | 46,332.00 | 1,485.00 | 57,335.85 | 1,541.91 | 59,533.15 | 1,150.00 | 44,401.50 |
| 740-01 | construction layout | lump | LUMP | 200,000.00 | 200,000.00 | 500,000.00 | 500,000.00 | 255,052.14 | 255,052.14 | 250,000.00 | 250,000.00 |
| 805-01-F | class a concrete (bents) | 645.87 | CUYD | 640.00 | 413,356.80 | 600.00 | 387,522.00 | 609.23 | 393,483.38 | 680.00 | 439,191.60 |
| 805-03 | class aa concrete | 58.31 | CUYD | 1,100.00 | 64,141.00 | 700.00 | 40,817.00 | 304.61 | 17,761.81 | 1,000.00 | 58,310.00 |
| 805-04 | class aa(m) concrete | 1,344.54 | CUYD | 560.00 | 752,942.40 | 675.00 | 907,564.50 | 685.38 | 921,520.83 | 625.00 | 840,337.50 |
| 805-08-D | precast-prestressed concrete girders (type iv) | 4,775.4 | LNFT | 160.00 | 764,064.00 | 182.00 | 869,122.80 | 184.80 | 882,493.92 | 190.00 | 907,326.00 |
| 805-11 | strip seal joints | 246.39 | LNFT | 165.00 | 40,654.35 | 160.00 | 39,422.40 | 162.46 | 40,028.52 | 175.00 | 43,118.25 |
| 805-12-X | reinforced concrete box culverts (10'x 10') | 496.0 | LNFT | 920.00 | 456,320.00 | 1,500.00 | 744,000.00 | 1,332.24 | 660,791.04 | 1,100.00 | 545,600.00 |
| 806-01 | deformed reinforcing steel | 237,639 | LB | 1.00 | 237,639.00 | 0.82 | 194,863.98 | 0.83 | 197,240.37 | 1.10 | 261,402.90 |
| 806-02 | deformed reinforcing steel (epoxy coated) | 446,620 | LB | 1.15 | 513,613.00 | 1.11 | 495,748.20 | 1.13 | 504,680.60 | 1.25 | 558,275.00 |
| 807-08 | structural metalwork | lump | LUMP | 8,000.00 | 8,000.00 | 9,000.00 | 9,000.00 | 9,138.41 | 9,138.41 | 10,000.00 | 10,000.00 |
| 810-01 | concrete railing (barrier) | 1,760.00 | LNFT | 62.00 | 109,120.00 | 60.00 | 105,600.00 | 60.92 | 107,219.20 | 52.00 | 91,520.00 |
| 813-01 | concrete approach slabs | 1,332.08 | SQYD | 220.00 | 293,057.60 | 175.00 | 233,114.00 | 177.69 | 236,697.30 | 210.00 | 279,736.80 |
| 814-01-B | drilled shaft (24") | 200.0 | LNFT | 100.00 | 20,000.00 | 90.00 | 18,000.00 | 91.38 | 18,276.00 | 175.00 | 35,000.00 |
| 814-01-D | drilled shaft (36") | 440.0 | LNFT | 180.00 | 79,200.00 | 180.00 | 79,200.00 | 182.77 | 80,418.80 | 225.00 | 99,000.00 |
| 814-01-G | drilled shaft (72") | 480.0 | LNFT | 680.00 | 326,400.00 | 675.00 | 324,000.00 | 685.38 | 328,982.40 | 605.00 | 290,400.00 |
| 814-01-J | drilled shaft (42") | 960.0 | LNFT | 220.00 | 211,200.00 | 242.00 | 232,320.00 | 245.72 | 235,891.20 | 235.00 | 225,600.00 |
| 814-01-K | drilled shaft (66") | 300.0 | LNFT | 580.00 | 174,000.00 | 510.00 | 153,000.00 | 517.84 | 155,352.00 | 460.00 | 138,000.00 |
| 814-02-G | trial shaft (72") | 40.0 | LNFT | 500.00 | 20,000.00 | 550.00 | 22,000.00 | 558.46 | 22,338.40 | 940.00 | 37,600.00 |
| 814-02-K | trial shaft (66") | 50.0 | LNFT | 420.00 | 21,000.00 | 465.00 | 23,250.00 | 472.15 | 23,607.50 | 795.00 | 39,750.00 |
| 814-04-D | crosshole sonic logging (36") | 8 | EACH | 300.00 | 2,400.00 | 10.00 | 80.00 | 10.15 | 81.20 | 5,000.00 | 40,000.00 |
| 814-04-G | crosshole sonic logging (72") | 12 | EACH | 500.00 | 6,000.00 | 10.00 | 120.00 | 10.15 | 121.80 | 6,570.00 | 78,840.00 |
| 814-04-J | crosshole sonic logging (42") | 16 | EACH | 350.00 | 5,600.00 | 10.00 | 160.00 | 10.15 | 162.40 | 2,000.00 | 32,000.00 |
| 814-04-K | crosshole sonic logging (66") | 6 | EACH | 500.00 | 3,000.00 | 10.00 | 60.00 | 10.15 | 60.90 | 6,700.00 | 40,200.00 |
| S-001 | rumble strips (ground-in) | 4.7 | MILE | 1,000.00 | 4,700.00 | 2,800.00 | 13,160.00 | 1,073.42 | 5,045.07 | 1,000.00 | 4,700.00 |
| S-003 | precast concrete barrier (department furnished) | 153 | EACH | 170.00 | 26,010.00 | 300.00 | 45,900.00 | 152.31 | 23,303.43 | 135.00 | 20,655.00 |
| S-004 | impact attenuators (kinetic) | 1 | EACH | 16,000.00 | 16,000.00 | 20,000.00 | 20,000.00 | 15,514.00 | 15,514.00 | 18,000.00 | 18,000.00 |
| S-101 | test drilled shaft (72") | 1 | EACH | 26,000.00 | 26,000.00 | 35,000.00 | 35,000.00 | 35,538.27 | 35,538.27 | 75,000.00 | 75,000.00 |
| S-102 | test drilled shaft (66") | 1 | EACH | 24,000.00 | 24,000.00 | 40,000.00 | 40,000.00 | 40,615.17 | 40,615.17 | 74,000.00 | 74,000.00 |
| S-103 | load testing a drilled shaft | 2 | EACH | 75,000.00 | 150,000.00 | 85,000.00 | 170,000.00 | 86,307.23 | 172,614.46 | 95,000.00 | 190,000.00 |
| S-104 | pier protection system | 4 | EACH | 65,000.00 | 260,000.00 | 60,000.00 | 240,000.00 | 60,922.75 | 243,691.00 | 30,000.00 | 120,000.00 |
| SUBTOTAL GENERAL | 15,513,773.67 | 15,640,134.58 | 16,627,566.89 | 16,184,007.63 | |||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | portland cement concrete pavement | ||||||||||
| 502-01 | superpave asphaltic concrete | 12,047.4 | TON | 80.00 | 963,792.00 | 120.00 | 1,445,688.00 | 100.84 | 1,214,859.82 | 100.00 | 1,204,740.00 |
| 601-01-M | portland cement concrete pavement (11" thick) | 96,659.4 | SQYD | 45.50 | 4,398,002.70 | 50.00 | 4,832,970.00 | 43.36 | 4,191,151.58 | 48.00 | 4,639,651.20 |
| 601-04 | portland cement concrete pavement coring | 169 | EACH | 100.00 | 16,900.00 | 100.00 | 16,900.00 | 39.84 | 6,732.96 | 120.00 | 20,280.00 |
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
4.640 | MILE | 3,300.00 | 15,312.00 | 4,675.00 | 21,692.00 | 3,298.59 | 15,305.46 | 3,250.00 | 15,080.00 |
| SUBTOTAL ALT A1 | 5,394,006.70 | 6,317,250.00 | 5,428,049.82 | 5,879,751.20 | |||||||
| ALTERNATE A2 | superpave asphaltic concrete pavement | ||||||||||
| 502-01 | superpave asphaltic concrete | 71,141.0 | TON | 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) | 4.640 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| S-002 | rumble strips (ground-in) | 4.5 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 20,907,780.37 | 21,957,384.58 | 22,055,616.71 | 22,063,758.83 | |||||||
| NUMBER OF DAYS BID AT $1,000 PER DAY. | 365,000.00 | 550,000.00 | 425,000.00 | 750,000.00 | |||||||
| LIFE CYCLE COST | 490,500.00 | 490,500.00 | 490,500.00 | 490,500.00 | |||||||
| TOTAL BID | 21,763,280.37 | 22,997,884.58 | 22,971,116.71 | 23,304,258.83 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - AUSTIN BRIDGE & ROAD, LP |
- 6 - BLOUNT BROS. CONSTRUCTION, INC. |
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 101,943.26 | 101,943.26 | 200,000.00 | 200,000.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 5,296.0 | SQYD | 6.00 | 31,776.00 | 4.50 | 23,832.00 | ||||
| 202-02-01 | removal of fence (440' w/dbl swing gate @ sta. 121+00 & 439' w/dbl swing gate @ sta. 182+00) |
879 | LNFT | 12.00 | 10,548.00 | 2.00 | 1,758.00 | ||||
| 203-01 | general excavation | 224,950 | CUYD | 5.95 | 1,338,452.50 | 4.00 | 899,800.00 | ||||
| 203-02 | drainage excavation | 1,948 | CUYD | 13.45 | 26,200.60 | 10.00 | 19,480.00 | ||||
| 203-03 | embankment | 53,826 | CUYD | 5.90 | 317,573.40 | 8.00 | 430,608.00 | ||||
| 203-04 | nonplastic embankment | 4,786 | CUYD | 93.00 | 445,098.00 | 10.00 | 47,860.00 | ||||
| 204-06 | temporary silt fencing | 37,682 | LNFT | 1.65 | 62,175.30 | 2.00 | 75,364.00 | ||||
| 302-02-A-01 | class ii base course (4" thick)(stone or recycled pccp) | 102,545.4 | SQYD | 8.85 | 907,526.79 | 10.00 | 1,025,454.00 | ||||
| 302-02-B | class ii base course (8 1/2" thick) | 29,846.9 | SQYD | 18.90 | 564,106.41 | 20.00 | 596,938.00 | ||||
| 302-02-B-01 | class ii base course (6" thick)(soil cement) | 136,868.2 | SQYD | 7.90 | 1,081,258.78 | 10.00 | 1,368,682.00 | ||||
| 302-02-G | class ii base course (5" thick) (stone or recycled pccp) |
40,976.0 | SQYD | 11.00 | 450,736.00 | 15.00 | 614,640.00 | ||||
| 304-01 | lime | 211.53 | TON | 170.00 | 35,960.10 | 160.00 | 33,844.80 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 14,923 | SQYD | 0.90 | 13,430.70 | 2.00 | 29,846.00 | ||||
| 305-01-D | subgrade layer (12" thick) | 136,868 | SQYD | 9.50 | 1,300,246.00 | 12.00 | 1,642,416.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
162 | CUYD | 90.00 | 14,580.00 | 60.00 | 9,720.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,000.0 | CUYD | 78.50 | 78,500.00 | 60.00 | 60,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 7,979.7 | TON | 133.50 | 1,065,289.95 | 100.00 | 797,970.00 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
104.4 | TON | 250.00 | 26,100.00 | 250.00 | 26,100.00 | ||||
| 509-01 | cold planing asphaltic pavement | 5,776 | SQYD | 2.50 | 14,440.00 | 3.00 | 17,328.00 | ||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 192 | LNFT | 65.00 | 12,480.00 | 60.00 | 11,520.00 | ||||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 442 | LNFT | 50.00 | 22,100.00 | 30.00 | 13,260.00 | ||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 230 | LNFT | 42.00 | 9,660.00 | 40.00 | 9,200.00 | ||||
| 701-05-G | side drain pipe (18") | 354 | LNFT | 49.00 | 17,346.00 | 35.00 | 12,390.00 | ||||
| 701-05-I | side drain pipe (24") | 122 | LNFT | 57.00 | 6,954.00 | 60.00 | 7,320.00 | ||||
| 702-03-A | catch basins (cb-01) | 1 | EACH | 3,400.00 | 3,400.00 | 4,000.00 | 4,000.00 | ||||
| 702-03-C | catch basins (cb-06) | 6 | EACH | 4,000.00 | 24,000.00 | 4,500.00 | 27,000.00 | ||||
| 704-01-C | guard rail (double thrie beam)(3'-1 1/2" post spacing) | 325.0 | LNFT | 65.00 | 21,125.00 | 60.00 | 19,500.00 | ||||
| 704-03 | blocked out guard rail | 968.8 | LNFT | 25.00 | 24,220.00 | 28.00 | 27,126.40 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 250.0 | LNFT | 65.00 | 16,250.00 | 80.00 | 20,000.00 | ||||
| 704-11-A | guard rail end treatment (flared) | 10 | EACH | 2,500.00 | 25,000.00 | 2,500.00 | 25,000.00 | ||||
| 704-11-C | guard rail end treatment (bi-directional) | 4 | EACH | 5,000.00 | 20,000.00 | 4,500.00 | 18,000.00 | ||||
| 705-02 | combination mesh & barbed wire fence | 2,300 | LNFT | 8.50 | 19,550.00 | 8.00 | 18,400.00 | ||||
| 705-04 | single swinging driveway gates | 1 | EACH | 800.00 | 800.00 | 800.00 | 800.00 | ||||
| 705-09 | rebuilt fence | 1,400 | LNFT | 11.00 | 15,400.00 | 10.00 | 14,000.00 | ||||
| 706-03-A | incidental concrete paving (4" thick) | 1,010.4 | SQYD | 38.00 | 38,395.20 | 50.00 | 50,520.00 | ||||
| 706-03-C | incidental concrete paving (6" thick) | 96.1 | SQYD | 70.00 | 6,727.00 | 55.00 | 5,285.50 | ||||
| 707-01 | concrete curb | 2,648.0 | LNFT | 16.00 | 42,368.00 | 7.00 | 18,536.00 | ||||
| 711-02-E | riprap (130 lb) | 368 | CUYD | 75.00 | 27,600.00 | 75.00 | 27,600.00 | ||||
| 711-04 | geotextile fabric | 508 | SQYD | 8.50 | 4,318.00 | 3.00 | 1,524.00 | ||||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 2,538 | SQYD | 50.00 | 126,900.00 | 60.00 | 152,280.00 | ||||
| 712-03 | stone revetment | 159 | SQYD | 80.00 | 12,720.00 | 65.00 | 10,335.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 | ||||
| 716-01-A | mulch (vegetative) | 58.0 | TON | 330.00 | 19,140.00 | 600.00 | 34,800.00 | ||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | ||||
| 725-01 | temporary detour roads | 9,585.5 | SQYD | 55.00 | 527,202.50 | 80.00 | 766,840.00 | ||||
| 726-01 | bedding material | 626.8 | CUYD | 63.50 | 39,801.80 | 75.00 | 47,010.00 | ||||
| 727-01 | mobilization | lump | LUMP | 1,780,000.00 | 1,780,000.00 | 1,500,000.00 | 1,500,000.00 | ||||
| 729-01 | sign (type a) | 302.0 | SQFT | 12.00 | 3,624.00 | 25.00 | 7,550.00 | ||||
| 729-04 | sign (type d) | 40.0 | SQFT | 22.00 | 880.00 | 30.00 | 1,200.00 | ||||
| 729-16-C | object marker assembly (type 3) | 161 | EACH | 115.00 | 18,515.00 | 125.00 | 20,125.00 | ||||
| 729-19-A | dead end road installations(type a) | 1 | EACH | 2,200.00 | 2,200.00 | 2,500.00 | 2,500.00 | ||||
| 729-21 | u-channel post | 62 | EACH | 150.00 | 9,300.00 | 100.00 | 6,200.00 | ||||
| 731-01 | nonreflectorized raised pavement markers | 447 | EACH | 17.00 | 7,599.00 | 20.00 | 8,940.00 | ||||
| 731-02 | reflectorized raised pavement markers | 2,525 | EACH | 6.00 | 15,150.00 | 7.00 | 17,675.00 | ||||
| 732-01-C | plastic pavement striping (8" width) | 2,461 | LNFT | 1.15 | 2,830.15 | 1.50 | 3,691.50 | ||||
| 732-01-E | plastic pavement striping (24" width) | 1,385 | LNFT | 5.00 | 6,925.00 | 5.50 | 7,617.50 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 17.046 | MILE | 2,600.00 | 44,319.60 | 3,000.00 | 51,138.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.992 | MILE | 955.00 | 947.36 | 1,000.00 | 992.00 | ||||
| 739-01 | hydro-seeding | 38.61 | ACRE | 1,400.00 | 54,054.00 | 1,600.00 | 61,776.00 | ||||
| 740-01 | construction layout | lump | LUMP | 400,000.00 | 400,000.00 | 200,000.00 | 200,000.00 | ||||
| 805-01-F | class a concrete (bents) | 645.87 | CUYD | 700.00 | 452,109.00 | 800.00 | 516,696.00 | ||||
| 805-03 | class aa concrete | 58.31 | CUYD | 800.00 | 46,648.00 | 700.00 | 40,817.00 | ||||
| 805-04 | class aa(m) concrete | 1,344.54 | CUYD | 800.00 | 1,075,632.00 | 1,000.00 | 1,344,540.00 | ||||
| 805-08-D | precast-prestressed concrete girders (type iv) | 4,775.4 | LNFT | 179.00 | 854,796.60 | 225.00 | 1,074,465.00 | ||||
| 805-11 | strip seal joints | 246.39 | LNFT | 195.00 | 48,046.05 | 150.00 | 36,958.50 | ||||
| 805-12-X | reinforced concrete box culverts (10'x 10') | 496.0 | LNFT | 1,350.00 | 669,600.00 | 2,600.00 | 1,289,600.00 | ||||
| 806-01 | deformed reinforcing steel | 237,639 | LB | 0.95 | 225,757.05 | 1.40 | 332,694.60 | ||||
| 806-02 | deformed reinforcing steel (epoxy coated) | 446,620 | LB | 1.15 | 513,613.00 | 1.80 | 803,916.00 | ||||
| 807-08 | structural metalwork | lump | LUMP | 7,500.00 | 7,500.00 | 20,000.00 | 20,000.00 | ||||
| 810-01 | concrete railing (barrier) | 1,760.00 | LNFT | 80.00 | 140,800.00 | 100.00 | 176,000.00 | ||||
| 813-01 | concrete approach slabs | 1,332.08 | SQYD | 215.00 | 286,397.20 | 175.00 | 233,114.00 | ||||
| 814-01-B | drilled shaft (24") | 200.0 | LNFT | 98.00 | 19,600.00 | 200.00 | 40,000.00 | ||||
| 814-01-D | drilled shaft (36") | 440.0 | LNFT | 198.00 | 87,120.00 | 250.00 | 110,000.00 | ||||
| 814-01-G | drilled shaft (72") | 480.0 | LNFT | 730.00 | 350,400.00 | 700.00 | 336,000.00 | ||||
| 814-01-J | drilled shaft (42") | 960.0 | LNFT | 260.00 | 249,600.00 | 300.00 | 288,000.00 | ||||
| 814-01-K | drilled shaft (66") | 300.0 | LNFT | 615.00 | 184,500.00 | 600.00 | 180,000.00 | ||||
| 814-02-G | trial shaft (72") | 40.0 | LNFT | 740.00 | 29,600.00 | 1,000.00 | 40,000.00 | ||||
| 814-02-K | trial shaft (66") | 50.0 | LNFT | 575.00 | 28,750.00 | 900.00 | 45,000.00 | ||||
| 814-04-D | crosshole sonic logging (36") | 8 | EACH | 5,000.00 | 40,000.00 | 5,000.00 | 40,000.00 | ||||
| 814-04-G | crosshole sonic logging (72") | 12 | EACH | 6,000.00 | 72,000.00 | 6,000.00 | 72,000.00 | ||||
| 814-04-J | crosshole sonic logging (42") | 16 | EACH | 4,800.00 | 76,800.00 | 4,500.00 | 72,000.00 | ||||
| 814-04-K | crosshole sonic logging (66") | 6 | EACH | 6,500.00 | 39,000.00 | 5,800.00 | 34,800.00 | ||||
| S-001 | rumble strips (ground-in) | 4.7 | MILE | 450.00 | 2,115.00 | 5,000.00 | 23,500.00 | ||||
| S-003 | precast concrete barrier (department furnished) | 153 | EACH | 125.00 | 19,125.00 | 150.00 | 22,950.00 | ||||
| S-004 | impact attenuators (kinetic) | 1 | EACH | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | ||||
| S-101 | test drilled shaft (72") | 1 | EACH | 32,000.00 | 32,000.00 | 70,000.00 | 70,000.00 | ||||
| S-102 | test drilled shaft (66") | 1 | EACH | 31,000.00 | 31,000.00 | 69,000.00 | 69,000.00 | ||||
| S-103 | load testing a drilled shaft | 2 | EACH | 80,000.00 | 160,000.00 | 95,000.00 | 190,000.00 | ||||
| S-104 | pier protection system | 4 | EACH | 25,000.00 | 100,000.00 | 40,000.00 | 160,000.00 | ||||
| SUBTOTAL GENERAL | 17,243,252.30 | 18,945,343.80 | |||||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | portland cement concrete pavement | ||||||||||
| 502-01 | superpave asphaltic concrete | 12,047.4 | TON | 112.50 | 1,355,332.50 | 110.00 | 1,325,214.00 | ||||
| 601-01-M | portland cement concrete pavement (11" thick) | 96,659.4 | SQYD | 43.00 | 4,156,354.20 | 59.00 | 5,702,904.60 | ||||
| 601-04 | portland cement concrete pavement coring | 169 | EACH | 125.00 | 21,125.00 | 150.00 | 25,350.00 | ||||
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
4.640 | MILE | 3,650.00 | 16,936.00 | 1,500.00 | 6,960.00 | ||||
| SUBTOTAL ALT A1 | 5,549,747.70 | 7,060,428.60 | |||||||||
| ALTERNATE A2 | superpave asphaltic concrete pavement | ||||||||||
| 502-01 | superpave asphaltic concrete | 71,141.0 | TON | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.640 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| S-002 | rumble strips (ground-in) | 4.5 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | ||||
| ITEM TOTAL (CONSTRUCTION BID) | 22,793,000.00 | 26,005,772.40 | |||||||||
| NUMBER OF DAYS BID AT $1,000 PER DAY. | 540,000.00 | 750,000.00 | |||||||||
| LIFE CYCLE COST | 490,500.00 | 490,500.00 | |||||||||
| TOTAL BID | 23,823,500.00 | 27,246,272.40 | |||||||||