| |||
| Lead Project: 015-07-0043 | |||
| Parish: CALDWELL | |||
| Routes: US 165 | |||
| Description: COLUMBIA - LA. 847 | |||
| Type Const:
grading, drain struct, lime trmt, subgrade layer, base course, superpave acp (alternate a-1), portland cement concrete pavement (alternate a-2) and related work | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $16,049,911.13 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $16,310,726.17 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $16,903,979.59 |
| 4 | 21810 | HIGHWAY SPECIALISTS INC. | $17,567,702.29 |
| 5 | 39462 | DENTON-JAMES LLC | $17,696,939.44 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - JAMES CONSTRUCTION GROUP LLC |
- 4 - HIGHWAY SPECIALISTS INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 400,000.00 | 400,000.00 | 162,000.00 | 162,000.00 | 300,000.00 | 300,000.00 | 100,000.00 | 100,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 |
| 202-02-B-01 | removal of concrete box culverts (sta. 276+48; 2 - 2.5' x 4' x 46.5') |
2 | EACH | 3,500.00 | 7,000.00 | 5,000.00 | 10,000.00 | 1,800.00 | 3,600.00 | 3,000.00 | 6,000.00 |
| 202-02-B-02 | removal of concrete box culverts (sta. 294+67; 1 - 2' x 4' x 56.7') |
1 | EACH | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | 1,800.00 | 1,800.00 | 3,000.00 | 3,000.00 |
| 202-02-B-03 | removal of concrete box culverts (sta. 410+55; 1 - 2' x 4' x 52.1') |
1 | EACH | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | 1,800.00 | 1,800.00 | 3,000.00 | 3,000.00 |
| 202-02-D | removal of concrete walks & drives | 256 | SQYD | 8.00 | 2,048.00 | 11.00 | 2,816.00 | 25.00 | 6,400.00 | 12.00 | 3,072.00 |
| 202-02-G | removal of surfacing & stabilized base | 537.5 | SQYD | 8.00 | 4,300.00 | 11.00 | 5,912.50 | 5.00 | 2,687.50 | 12.00 | 6,450.00 |
| 202-02-I | removal of pavement structure | 12,384.4 | LNFT | 13.00 | 160,997.20 | 11.00 | 136,228.40 | 6.00 | 74,306.40 | 18.00 | 222,919.20 |
| 202-02-J | removal of shoulder surfacing | 5,532.5 | SQYD | 4.50 | 24,896.25 | 5.00 | 27,662.50 | 9.00 | 49,792.50 | 7.00 | 38,727.50 |
| 202-02-01 | removal of abandoned rail spur (sta. 398+00) | 1 | EACH | 7,500.00 | 7,500.00 | 1.00 | 1.00 | 3,200.00 | 3,200.00 | 5,000.00 | 5,000.00 |
| 202-02-02 | removal of concrete headwalls | 10 | EACH | 1,000.00 | 10,000.00 | 4,000.00 | 40,000.00 | 1,300.00 | 13,000.00 | 1,500.00 | 15,000.00 |
| 202-02-03 | removal of 4' x 8' sign (lt. of sta. 124+90) | 1 | EACH | 750.00 | 750.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-04 | removal of 4' x 10' sign (rt. of sta. 125+00) | 1 | EACH | 750.00 | 750.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-05 | removal of 20' x 32' wood frame commercial building (lt. of sta. 125+50) |
1 | EACH | 4,000.00 | 4,000.00 | 1.00 | 1.00 | 900.00 | 900.00 | 900.00 | 900.00 |
| 202-02-06 | removal of 20' x 16' shed (lt. of sta. 127+00) | 1 | EACH | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 200.00 | 200.00 | 200.00 | 200.00 |
| 202-02-07 | removal of 30' x 32' metal frame commercial building (lt of sta. 129+40) |
1 | EACH | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 900.00 | 900.00 | 900.00 | 900.00 |
| 202-02-08 | removal of 2500 sq. ft. metal frame commercial building (lt. of sta. 130+50)(contains non-friable asbestos) |
1 | EACH | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 5,200.00 | 5,200.00 |
| 202-02-09 | removal of 4' x 8' sign (rt. of sta.130+50) | 1 | EACH | 750.00 | 750.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-10 | removal of canopy (rt. of sta. 132+50) | 1 | EACH | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 500.00 | 500.00 | 500.00 | 500.00 |
| 202-02-11 | removal of 12' x 20' sign (lt. of sta. 134+00) | 1 | EACH | 750.00 | 750.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-12 | removal of 6' x 10' sign (lt. of sta. 137+12) | 1 | EACH | 750.00 | 750.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-13 | removal of 4' x 8' sign (lt. of sta. 151+10) | 1 | EACH | 750.00 | 750.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-14 | removal of 28' x 40' brick commercial building (lt. of sta. 152+50) (contains friable & non-friable asbestos) |
1 | EACH | 7,500.00 | 7,500.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 5,200.00 | 5,200.00 |
| 202-02-15 | removal of 8' x 12' sign (lt. of sta. 152+50) | 1 | EACH | 750.00 | 750.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-16 | removal of 4' x 6' sign (lt. of sta. 159+00) | 1 | EACH | 750.00 | 750.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-17 | removal of 4' x 8' sign (lt. of sta. 163+50) | 1 | EACH | 750.00 | 750.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-18 | removal of 10 - 2' x 6' concrete slab (lt. of sta. 165+00) |
1 | EACH | 4,000.00 | 4,000.00 | 1.00 | 1.00 | 200.00 | 200.00 | 200.00 | 200.00 |
| 202-02-19 | removal of 4' x 4' sign (lt. of sta. 240+00) | 1 | EACH | 750.00 | 750.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-20 | removal of metal pole (lt. of sta. 240+25) | 1 | EACH | 750.00 | 750.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-21 | removal of metal pole (lt. of sta. 240+35) | 1 | EACH | 750.00 | 750.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-22 | removal of 28' x 85' wood frame residence (lt. of sta. 289+50) (contains non-friable asbestos) |
1 | EACH | 4,000.00 | 4,000.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 5,200.00 | 5,200.00 |
| 202-02-23 | removal of filled-in pool (rt. of sta. 314+00) | 1 | EACH | 4,000.00 | 4,000.00 | 1.00 | 1.00 | 750.00 | 750.00 | 750.00 | 750.00 |
| 202-02-24 | removal of 200 sq. ft. brick garage (rt. of sta. 325+12) |
1 | EACH | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 |
| 202-02-25 | removal of 12' x 12' barn (lt. of sta. 325+75) | 1 | EACH | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 500.00 | 500.00 | 500.00 | 500.00 |
| 202-02-26 | removal of 12' x 20' barn (lt. of sta. 326+00) | 1 | EACH | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 500.00 | 500.00 | 500.00 | 500.00 |
| 202-02-27 | removal of 32' x 56' brick residence (lt. of sta. 328+00) (contains non-friable asbestos) |
1 | EACH | 4,000.00 | 4,000.00 | 1.00 | 1.00 | 1,800.00 | 1,800.00 | 5,500.00 | 5,500.00 |
| 202-02-28 | removal of 600 sq. ft. shed (lt. of sta. 329+30) | 1 | EACH | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 500.00 | 500.00 | 500.00 | 500.00 |
| 202-02-29 | removal of 40' x 60' wood frame residence (rt. of sta. 348+00) (contains non-friable asbestos) |
1 | EACH | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 5,200.00 | 5,200.00 |
| 202-02-30 | removal of 30' x 56' brick residence (rt. of sta. 351+50) |
1 | EACH | 4,000.00 | 4,000.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 |
| 202-02-31 | removal of antenna (rt. of sta. 386+00) | 1 | EACH | 750.00 | 750.00 | 1.00 | 1.00 | 200.00 | 200.00 | 200.00 | 200.00 |
| 202-02-32 | removal of 32' x 62' wood frame residence (rt. of sta. 392+00) (contains non-friable asbestos) |
1 | EACH | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 5,200.00 | 5,200.00 |
| 202-02-33 | removal of 4' x 8' sign (rt. of sta. 398+00) | 1 | EACH | 750.00 | 750.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-34 | removal of 30' x 52' brick residence (rt. of sta. 428+40) (contains friable asbestos) |
1 | EACH | 7,500.00 | 7,500.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 5,200.00 | 5,200.00 |
| 202-02-35 | removal of 12' x 22' shed (rt. of sta. 429+80) | 1 | EACH | 750.00 | 750.00 | 1.00 | 1.00 | 500.00 | 500.00 | 500.00 | 500.00 |
| 202-02-36 | removal of 12' x 12' barn (rt. of sta. 429+99) | 1 | EACH | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 500.00 | 500.00 | 500.00 | 500.00 |
| 202-02-37 | removal of 32' x 68' brick residence (rt. of sta. 438+00) (contains friable & non-friable asbestos) |
1 | EACH | 7,500.00 | 7,500.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 | 5,200.00 | 5,200.00 |
| 203-01 | general excavation | 93,616 | CUYD | 4.00 | 374,464.00 | 5.78 | 541,100.48 | 3.00 | 280,848.00 | 4.50 | 421,272.00 |
| 203-02 | drainage excavation | 1,338 | CUYD | 6.50 | 8,697.00 | 5.57 | 7,452.66 | 9.00 | 12,042.00 | 10.00 | 13,380.00 |
| 203-03 | muck excavation | 2,000 | CUYD | 6.50 | 13,000.00 | 6.88 | 13,760.00 | 12.00 | 24,000.00 | 16.00 | 32,000.00 |
| 203-04 | embankment | 247,013 | CUYD | 9.00 | 2,223,117.00 | 8.70 | 2,149,013.10 | 8.00 | 1,976,104.00 | 8.50 | 2,099,610.50 |
| 204-02 | temporary hay or straw bales | 252 | EACH | 18.00 | 4,536.00 | 8.00 | 2,016.00 | 7.00 | 1,764.00 | 19.00 | 4,788.00 |
| 204-05-A | temporary sediment check dams (hay) | 189 | EACH | 150.00 | 28,350.00 | 100.00 | 18,900.00 | 95.00 | 17,955.00 | 50.00 | 9,450.00 |
| 204-05-B | temporary sediment check dams (stone) | 25 | EACH | 350.00 | 8,750.00 | 500.00 | 12,500.00 | 100.00 | 2,500.00 | 250.00 | 6,250.00 |
| 204-06 | temporary silt fencing | 3,965 | LNFT | 1.50 | 5,947.50 | 6.00 | 23,790.00 | 1.30 | 5,154.50 | 2.00 | 7,930.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,404 | CUYD | 50.00 | 70,200.00 | 26.35 | 36,995.40 | 30.00 | 42,120.00 | 26.00 | 36,504.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 2,500.0 | CUYD | 50.00 | 125,000.00 | 20.00 | 50,000.00 | 45.00 | 112,500.00 | 35.00 | 87,500.00 |
| 509-01 | cold planing asphaltic pavement | 125,492 | SQYD | 0.90 | 112,942.80 | 1.22 | 153,100.24 | 1.00 | 125,492.00 | 1.25 | 156,865.00 |
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,486 | CUYD | 0.50 | - 1,743.00 | 0.10 | - 348.60 | 1.00 | - 3,486.00 | 0.01 | - 34.86 |
| 701-01-F | cross drain pipe (15" rcp/pcp) | 732 | LNFT | 34.00 | 24,888.00 | 47.00 | 34,404.00 | 40.00 | 29,280.00 | 75.00 | 54,900.00 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 950 | LNFT | 51.00 | 48,450.00 | 58.00 | 55,100.00 | 55.00 | 52,250.00 | 80.00 | 76,000.00 |
| 701-01-K | cross drain pipe (30" rcp/pcp) | 192 | LNFT | 68.00 | 13,056.00 | 66.00 | 12,672.00 | 85.00 | 16,320.00 | 115.00 | 22,080.00 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 520 | LNFT | 92.00 | 47,840.00 | 89.00 | 46,280.00 | 110.00 | 57,200.00 | 130.00 | 67,600.00 |
| 701-01-O | cross drain pipe (48" rcp/pcp) | 720 | LNFT | 150.00 | 108,000.00 | 143.00 | 102,960.00 | 150.00 | 108,000.00 | 195.00 | 140,400.00 |
| 701-02-A | cross drain pipe arch (15" equiv. rcpa) | 1,708 | LNFT | 45.00 | 76,860.00 | 53.00 | 90,524.00 | 75.00 | 128,100.00 | 90.00 | 153,720.00 |
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 1,394 | LNFT | 65.00 | 90,610.00 | 65.00 | 90,610.00 | 85.00 | 118,490.00 | 105.00 | 146,370.00 |
| 701-02-H | cross drain pipe arch (48" equiv. rcpa) | 104 | LNFT | 150.00 | 15,600.00 | 193.00 | 20,072.00 | 160.00 | 16,640.00 | 195.00 | 20,280.00 |
| 701-02-I | cross drain pipe arch (54" equiv. rcpa) | 336 | LNFT | 190.00 | 63,840.00 | 183.00 | 61,488.00 | 180.00 | 60,480.00 | 185.00 | 62,160.00 |
| 701-02-L | cross drain pipe arch (72" equiv. rcpa) | 570 | LNFT | 300.00 | 171,000.00 | 287.00 | 163,590.00 | 260.00 | 148,200.00 | 280.00 | 159,600.00 |
| 701-05-G | side drain pipe (18") | 1,310 | LNFT | 35.00 | 45,850.00 | 50.00 | 65,500.00 | 40.00 | 52,400.00 | 24.00 | 31,440.00 |
| 701-05-I | side drain pipe (24") | 706 | LNFT | 52.00 | 36,712.00 | 58.00 | 40,948.00 | 55.00 | 38,830.00 | 30.00 | 21,180.00 |
| 701-05-K | side drain pipe (30") | 568 | LNFT | 66.00 | 37,488.00 | 72.00 | 40,896.00 | 85.00 | 48,280.00 | 40.00 | 22,720.00 |
| 701-06-A | side drain pipe arch (15" equiv.) | 152 | LNFT | 45.00 | 6,840.00 | 69.00 | 10,488.00 | 55.00 | 8,360.00 | 30.00 | 4,560.00 |
| 701-06-B | side drain pipe arch (18" equiv.) | 244 | LNFT | 48.00 | 11,712.00 | 57.00 | 13,908.00 | 60.00 | 14,640.00 | 33.00 | 8,052.00 |
| 701-06-D | side drain pipe arch (24" equiv.) | 232 | LNFT | 65.00 | 15,080.00 | 69.00 | 16,008.00 | 70.00 | 16,240.00 | 40.00 | 9,280.00 |
| 701-06-E | side drain pipe arch (30" equiv.) | 856 | LNFT | 83.00 | 71,048.00 | 73.00 | 62,488.00 | 100.00 | 85,600.00 | 52.00 | 44,512.00 |
| 701-06-F | side drain pipe arch (36" equiv.) | 76 | LNFT | 110.00 | 8,360.00 | 106.00 | 8,056.00 | 120.00 | 9,120.00 | 55.00 | 4,180.00 |
| 701-06-H | side drain pipe arch (48" equiv.) | 144 | LNFT | 165.00 | 23,760.00 | 151.00 | 21,744.00 | 155.00 | 22,320.00 | 120.00 | 17,280.00 |
| 701-10-I | reinforced concrete pipe (extension)(24") | 328 | LNFT | 60.00 | 19,680.00 | 115.00 | 37,720.00 | 125.00 | 41,000.00 | 115.00 | 37,720.00 |
| 701-10-K | reinforced concrete pipe (extension)(30") | 216 | LNFT | 85.00 | 18,360.00 | 89.00 | 19,224.00 | 135.00 | 29,160.00 | 125.00 | 27,000.00 |
| 701-10-M | reinforced concrete pipe (extension)(36") | 194 | LNFT | 110.00 | 21,340.00 | 141.00 | 27,354.00 | 150.00 | 29,100.00 | 150.00 | 29,100.00 |
| 702-03-A | catch basins (cb-01) | 36 | EACH | 2,000.00 | 72,000.00 | 3,500.00 | 126,000.00 | 3,200.00 | 115,200.00 | 2,700.00 | 97,200.00 |
| 702-03-B | catch basins (cb-02) | 2 | EACH | 5,000.00 | 10,000.00 | 4,500.00 | 9,000.00 | 4,000.00 | 8,000.00 | 4,000.00 | 8,000.00 |
| 702-07-A | cross drain safety end (type 1) | 1 | EACH | 1,600.00 | 1,600.00 | 4,300.00 | 4,300.00 | 2,300.00 | 2,300.00 | 2,100.00 | 2,100.00 |
| 702-07-B | cross drain safety end (type 2) | 1 | EACH | 1,600.00 | 1,600.00 | 6,500.00 | 6,500.00 | 5,300.00 | 5,300.00 | 15,000.00 | 15,000.00 |
| 705-02 | combination mesh & barbed wire fence | 26,841 | LNFT | 5.75 | 154,335.75 | 5.25 | 140,915.25 | 5.50 | 147,625.50 | 5.00 | 134,205.00 |
| 705-04 | single swinging driveway gates | 32 | EACH | 500.00 | 16,000.00 | 430.00 | 13,760.00 | 600.00 | 19,200.00 | 400.00 | 12,800.00 |
| 705-05 | double swinging driveway gates | 9 | DBGT | 650.00 | 5,850.00 | 600.00 | 5,400.00 | 450.00 | 4,050.00 | 550.00 | 4,950.00 |
| 706-02-C | concrete drive (6" thick) | 250.0 | SQYD | 35.00 | 8,750.00 | 41.00 | 10,250.00 | 40.00 | 10,000.00 | 60.00 | 15,000.00 |
| 708-01 | right-of-way monument | 115 | EACH | 350.00 | 40,250.00 | 108.00 | 12,420.00 | 200.00 | 23,000.00 | 120.00 | 13,800.00 |
| 708-02 | right-of-way monument witness post | 115 | EACH | 350.00 | 40,250.00 | 108.00 | 12,420.00 | 200.00 | 23,000.00 | 75.00 | 8,625.00 |
| 712-02 | sacked concrete revetment | 104 | SQYD | 60.00 | 6,240.00 | 65.00 | 6,760.00 | 100.00 | 10,400.00 | 75.00 | 7,800.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 85,000.00 | 85,000.00 | 290,000.00 | 290,000.00 |
| 713-07 | temporary reflectorized raised pavement markers | 963 | EACH | 4.50 | 4,333.50 | 5.00 | 4,815.00 | 4.00 | 3,852.00 | 4.00 | 3,852.00 |
| 716-01-A | mulch (vegetative) | 40.37 | ACRE | 600.00 | 24,222.00 | 600.00 | 24,222.00 | 550.00 | 22,203.50 | 550.00 | 22,203.50 |
| 717-01 | seeding | 3,600 | LB | 6.50 | 23,400.00 | 6.50 | 23,400.00 | 6.00 | 21,600.00 | 6.00 | 21,600.00 |
| 718-01 | fertilizer | 120,000 | LB | 0.22 | 26,400.00 | 0.20 | 24,000.00 | 0.25 | 30,000.00 | 0.20 | 24,000.00 |
| 718-02 | agricultural lime | 240.0 | TON | 90.00 | 21,600.00 | 86.00 | 20,640.00 | 80.00 | 19,200.00 | 80.00 | 19,200.00 |
| 720-01-A | erosion control system, slope protection (type a) | 10,800 | SQYD | 1.00 | 10,800.00 | 1.00 | 10,800.00 | 1.10 | 11,880.00 | 1.00 | 10,800.00 |
| 720-01-B | erosion control system, slope protection (type b) | 856 | SQYD | 1.40 | 1,198.40 | 1.35 | 1,155.60 | 1.10 | 941.60 | 1.25 | 1,070.00 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 967 | SQYD | 2.00 | 1,934.00 | 2.00 | 1,934.00 | 3.25 | 3,142.75 | 1.75 | 1,692.25 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 156 | SQYD | 4.00 | 624.00 | 4.00 | 624.00 | 3.25 | 507.00 | 3.00 | 468.00 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 27,000.00 | 27,000.00 |
| 724-01-C | pavement patching (17") | 436 | SQYD | 90.00 | 39,240.00 | 110.00 | 47,960.00 | 130.00 | 56,680.00 | 100.00 | 43,600.00 |
| 725-01 | temporary detour roads | 1,188.1 | LNFT | 155.00 | 184,155.50 | 156.00 | 185,343.60 | 100.00 | 118,810.00 | 200.00 | 237,620.00 |
| 726-01 | bedding material | 2,949.7 | CUYD | 65.00 | 191,730.50 | 45.50 | 134,211.35 | 55.00 | 162,233.50 | 65.00 | 191,730.50 |
| 727-01 | mobilization | lump | LUMP | 1,000,000.00 | 1,000,000.00 | 1,500,000.00 | 1,500,000.00 | 1,600,000.00 | 1,600,000.00 | 1,125,000.00 | 1,125,000.00 |
| 729-19-A | dead end road installations (type a) | 4 | EACH | 1,300.00 | 5,200.00 | 3,200.00 | 12,800.00 | 2,500.00 | 10,000.00 | 3,500.00 | 14,000.00 |
| 731-02 | reflectorized raised pavement markers | 2,521 | EACH | 5.00 | 12,605.00 | 5.00 | 12,605.00 | 5.00 | 12,605.00 | 5.00 | 12,605.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 28.604 | MILE | 2,000.00 | 57,208.00 | 2,000.00 | 57,208.00 | 1,850.00 | 52,917.40 | 2,600.00 | 74,370.40 |
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.836 | MILE | 4,500.00 | 3,762.00 | 4,500.00 | 3,762.00 | 4,200.00 | 3,511.20 | 11,000.00 | 9,196.00 |
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.260 | MILE | 14,000.00 | 3,640.00 | 13,500.00 | 3,510.00 | 12,000.00 | 3,120.00 | 24,500.00 | 6,370.00 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 20 | EACH | 180.00 | 3,600.00 | 160.00 | 3,200.00 | 150.00 | 3,000.00 | 200.00 | 4,000.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 16 | EACH | 170.00 | 2,720.00 | 160.00 | 2,560.00 | 150.00 | 2,400.00 | 200.00 | 3,200.00 |
| 732-05 | removal of existing pavement markings | 7.189 | MILE | 3,300.00 | 23,723.70 | 3,800.00 | 27,318.20 | 3,200.00 | 23,004.80 | 850.00 | 6,110.65 |
| 735-01 | mailboxes | 84 | EACH | 50.00 | 4,200.00 | 12.00 | 1,008.00 | 10.00 | 840.00 | 5.00 | 420.00 |
| 735-02 | mailbox supports (single) | 84 | EACH | 150.00 | 12,600.00 | 150.00 | 12,600.00 | 125.00 | 10,500.00 | 175.00 | 14,700.00 |
| 740-01 | construction layout | lump | LUMP | 150,000.00 | 150,000.00 | 100,000.00 | 100,000.00 | 125,000.00 | 125,000.00 | 315,000.00 | 315,000.00 |
| 744-01 | traffic control management | lump | LUMP | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 85,000.00 | 85,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 2.63 | CUYD | 1,800.00 | 4,734.00 | 1,100.00 | 2,893.00 | 2,200.00 | 5,786.00 | 2,000.00 | 5,260.00 |
| 805-12-Y | reinforced concrete box culverts (5'x 2')(extension) | 104.0 | LNFT | 500.00 | 52,000.00 | 425.00 | 44,200.00 | 400.00 | 41,600.00 | 350.00 | 36,400.00 |
| 806-01 | deformed reinforcing steel | 185 | LB | 5.00 | 925.00 | 2.00 | 370.00 | 1.00 | 185.00 | 6.00 | 1,110.00 |
| S-001 | rumble strips (ground-in) | 17.2 | MILE | 850.00 | 14,620.00 | 810.00 | 13,932.00 | 540.00 | 9,288.00 | 555.00 | 9,546.00 |
| S-002 | clean existing ditches | 180 | LNFT | 12.00 | 2,160.00 | 20.00 | 3,600.00 | 40.00 | 7,200.00 | 15.00 | 2,700.00 |
| S-003 | sawcutting existing asphaltic concrete pavement (full depth) |
55,879 | INFT | 0.40 | 22,351.60 | 1.00 | 55,879.00 | 1.00 | 55,879.00 | 0.40 | 22,351.60 |
| S-004 | sawcutting existing portland cement concrete pavement (full depth) |
2,416 | INFT | 2.00 | 4,832.00 | 1.25 | 3,020.00 | 1.00 | 2,416.00 | 2.00 | 4,832.00 |
| SUBTOTAL GENERAL | 7,095,521.70 | 7,292,264.68 | 7,123,431.15 | 7,506,368.24 | |||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | |||||||||||
| 203-05-A | nonplastic embankment (stone) | 6,433 | CUYD | 60.00 | 385,980.00 | 63.00 | 405,279.00 | 66.00 | 424,578.00 | 76.00 | 488,908.00 |
| 302-01 | class ii base course | 62,634.9 | CUYD | 50.00 | 3,131,745.00 | 55.00 | 3,444,919.50 | 55.00 | 3,444,919.50 | 59.00 | 3,695,459.10 |
| 304-05 | lime treatment (type e) | 1,739.23 | TON | 1.00 | 1,739.23 | 125.00 | 217,403.75 | 110.00 | 191,315.30 | 120.00 | 208,707.60 |
| 305-01-D | subgrade layer (12" thick) | 245,394 | SQYD | 6.00 | 1,472,364.00 | 5.00 | 1,226,970.00 | 6.00 | 1,472,364.00 | 6.10 | 1,496,903.40 |
| 502-01 | superpave asphaltic concrete | 67,816.8 | TON | 50.00 | 3,390,840.00 | 48.00 | 3,255,206.40 | 53.00 | 3,594,290.40 | 52.00 | 3,526,473.60 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
8,443.3 | TON | 65.00 | 548,814.50 | 53.00 | 447,494.90 | 75.00 | 633,247.50 | 73.00 | 616,360.90 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
7.292 | MILE | 350.00 | 2,552.20 | 320.00 | 2,333.44 | 300.00 | 2,187.60 | 550.00 | 4,010.60 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 14.582 | MILE | 550.00 | 8,020.10 | 500.00 | 7,291.00 | 470.00 | 6,853.54 | 650.00 | 9,478.30 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 15.418 | MILE | 800.00 | 12,334.40 | 750.00 | 11,563.50 | 700.00 | 10,792.60 | 975.00 | 15,032.55 |
| SUBTOTAL ALT A1 | 8,954,389.43 | 9,018,461.49 | 9,780,548.44 | 10,061,334.05 | |||||||
| ALTERNATE A2 | |||||||||||
| 203-05-A | nonplastic embankment (stone) | 6,433 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 302-01 | class ii base course | 53,950.4 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 304-05 | lime treatment (type e) | 1,736.61 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 305-01-D | subgrade layer (12" thick) | 245,024 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 502-01 | superpave asphaltic concrete | 18,810.1 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
1,709.2 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 601-01-G | portland cement concrete pavement (8" thick) | 142,094.2 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 601-02-G | portland cement pavement (8" thick)(crossovers and turnouts) |
19,552.8 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 601-04 | portland cement pavement coring | 205 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
0.573 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 713-04-B-01 | temporary pavement markings (broken line)(4" width) (10' length) (type 1 removable) |
6.719 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 1.148 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
13.434 | MILE | 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) | 4.409 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 732-03-A-01 | plastic pavement striping (broken line)(4" width) (preformed marking tape- type i) |
11.009 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| CONTRACTOR TOTAL | 16,049,911.13 | 16,310,726.17 | 16,903,979.59 | 17,567,702.29 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - DENTON-JAMES LLC |
|
|
|
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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 | 1,680,000.00 | 1,680,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 20,000.00 | 20,000.00 | ||||||
| 202-02-B-01 | removal of concrete box culverts (sta. 276+48; 2 - 2.5' x 4' x 46.5') |
2 | EACH | 2,000.00 | 4,000.00 | ||||||
| 202-02-B-02 | removal of concrete box culverts (sta. 294+67; 1 - 2' x 4' x 56.7') |
1 | EACH | 3,000.00 | 3,000.00 | ||||||
| 202-02-B-03 | removal of concrete box culverts (sta. 410+55; 1 - 2' x 4' x 52.1') |
1 | EACH | 3,000.00 | 3,000.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 256 | SQYD | 9.00 | 2,304.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 537.5 | SQYD | 4.00 | 2,150.00 | ||||||
| 202-02-I | removal of pavement structure | 12,384.4 | LNFT | 20.00 | 247,688.00 | ||||||
| 202-02-J | removal of shoulder surfacing | 5,532.5 | SQYD | 3.00 | 16,597.50 | ||||||
| 202-02-01 | removal of abandoned rail spur (sta. 398+00) | 1 | EACH | 3,000.00 | 3,000.00 | ||||||
| 202-02-02 | removal of concrete headwalls | 10 | EACH | 800.00 | 8,000.00 | ||||||
| 202-02-03 | removal of 4' x 8' sign (lt. of sta. 124+90) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-04 | removal of 4' x 10' sign (rt. of sta. 125+00) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-05 | removal of 20' x 32' wood frame commercial building (lt. of sta. 125+50) |
1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-06 | removal of 20' x 16' shed (lt. of sta. 127+00) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-07 | removal of 30' x 32' metal frame commercial building (lt of sta. 129+40) |
1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-08 | removal of 2500 sq. ft. metal frame commercial building (lt. of sta. 130+50)(contains non-friable asbestos) |
1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-09 | removal of 4' x 8' sign (rt. of sta.130+50) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-10 | removal of canopy (rt. of sta. 132+50) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-11 | removal of 12' x 20' sign (lt. of sta. 134+00) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-12 | removal of 6' x 10' sign (lt. of sta. 137+12) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-13 | removal of 4' x 8' sign (lt. of sta. 151+10) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-14 | removal of 28' x 40' brick commercial building (lt. of sta. 152+50) (contains friable & non-friable asbestos) |
1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-15 | removal of 8' x 12' sign (lt. of sta. 152+50) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-16 | removal of 4' x 6' sign (lt. of sta. 159+00) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-17 | removal of 4' x 8' sign (lt. of sta. 163+50) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-18 | removal of 10 - 2' x 6' concrete slab (lt. of sta. 165+00) |
1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-19 | removal of 4' x 4' sign (lt. of sta. 240+00) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-20 | removal of metal pole (lt. of sta. 240+25) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-21 | removal of metal pole (lt. of sta. 240+35) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-22 | removal of 28' x 85' wood frame residence (lt. of sta. 289+50) (contains non-friable asbestos) |
1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-23 | removal of filled-in pool (rt. of sta. 314+00) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-24 | removal of 200 sq. ft. brick garage (rt. of sta. 325+12) |
1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-25 | removal of 12' x 12' barn (lt. of sta. 325+75) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-26 | removal of 12' x 20' barn (lt. of sta. 326+00) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-27 | removal of 32' x 56' brick residence (lt. of sta. 328+00) (contains non-friable asbestos) |
1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-28 | removal of 600 sq. ft. shed (lt. of sta. 329+30) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-29 | removal of 40' x 60' wood frame residence (rt. of sta. 348+00) (contains non-friable asbestos) |
1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-30 | removal of 30' x 56' brick residence (rt. of sta. 351+50) |
1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-31 | removal of antenna (rt. of sta. 386+00) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-32 | removal of 32' x 62' wood frame residence (rt. of sta. 392+00) (contains non-friable asbestos) |
1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-33 | removal of 4' x 8' sign (rt. of sta. 398+00) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-34 | removal of 30' x 52' brick residence (rt. of sta. 428+40) (contains friable asbestos) |
1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-35 | removal of 12' x 22' shed (rt. of sta. 429+80) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-36 | removal of 12' x 12' barn (rt. of sta. 429+99) | 1 | EACH | 1.00 | 1.00 | ||||||
| 202-02-37 | removal of 32' x 68' brick residence (rt. of sta. 438+00) (contains friable & non-friable asbestos) |
1 | EACH | 1.00 | 1.00 | ||||||
| 203-01 | general excavation | 93,616 | CUYD | 3.00 | 280,848.00 | ||||||
| 203-02 | drainage excavation | 1,338 | CUYD | 9.00 | 12,042.00 | ||||||
| 203-03 | muck excavation | 2,000 | CUYD | 8.00 | 16,000.00 | ||||||
| 203-04 | embankment | 247,013 | CUYD | 7.50 | 1,852,597.50 | ||||||
| 204-02 | temporary hay or straw bales | 252 | EACH | 7.00 | 1,764.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 189 | EACH | 100.00 | 18,900.00 | ||||||
| 204-05-B | temporary sediment check dams (stone) | 25 | EACH | 600.00 | 15,000.00 | ||||||
| 204-06 | temporary silt fencing | 3,965 | LNFT | 1.30 | 5,154.50 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
1,404 | CUYD | 50.00 | 70,200.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 2,500.0 | CUYD | 50.00 | 125,000.00 | ||||||
| 509-01 | cold planing asphaltic pavement | 125,492 | SQYD | 0.90 | 112,942.80 | ||||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 3,486 | CUYD | 0.01 | - 34.86 | ||||||
| 701-01-F | cross drain pipe (15" rcp/pcp) | 732 | LNFT | 38.00 | 27,816.00 | ||||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 950 | LNFT | 50.00 | 47,500.00 | ||||||
| 701-01-K | cross drain pipe (30" rcp/pcp) | 192 | LNFT | 58.00 | 11,136.00 | ||||||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 520 | LNFT | 75.00 | 39,000.00 | ||||||
| 701-01-O | cross drain pipe (48" rcp/pcp) | 720 | LNFT | 125.00 | 90,000.00 | ||||||
| 701-02-A | cross drain pipe arch (15" equiv. rcpa) | 1,708 | LNFT | 50.00 | 85,400.00 | ||||||
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 1,394 | LNFT | 58.00 | 80,852.00 | ||||||
| 701-02-H | cross drain pipe arch (48" equiv. rcpa) | 104 | LNFT | 135.00 | 14,040.00 | ||||||
| 701-02-I | cross drain pipe arch (54" equiv. rcpa) | 336 | LNFT | 160.00 | 53,760.00 | ||||||
| 701-02-L | cross drain pipe arch (72" equiv. rcpa) | 570 | LNFT | 260.00 | 148,200.00 | ||||||
| 701-05-G | side drain pipe (18") | 1,310 | LNFT | 38.00 | 49,780.00 | ||||||
| 701-05-I | side drain pipe (24") | 706 | LNFT | 42.00 | 29,652.00 | ||||||
| 701-05-K | side drain pipe (30") | 568 | LNFT | 55.00 | 31,240.00 | ||||||
| 701-06-A | side drain pipe arch (15" equiv.) | 152 | LNFT | 42.00 | 6,384.00 | ||||||
| 701-06-B | side drain pipe arch (18" equiv.) | 244 | LNFT | 54.00 | 13,176.00 | ||||||
| 701-06-D | side drain pipe arch (24" equiv.) | 232 | LNFT | 58.00 | 13,456.00 | ||||||
| 701-06-E | side drain pipe arch (30" equiv.) | 856 | LNFT | 60.00 | 51,360.00 | ||||||
| 701-06-F | side drain pipe arch (36" equiv.) | 76 | LNFT | 70.00 | 5,320.00 | ||||||
| 701-06-H | side drain pipe arch (48" equiv.) | 144 | LNFT | 100.00 | 14,400.00 | ||||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 328 | LNFT | 70.00 | 22,960.00 | ||||||
| 701-10-K | reinforced concrete pipe (extension)(30") | 216 | LNFT | 74.00 | 15,984.00 | ||||||
| 701-10-M | reinforced concrete pipe (extension)(36") | 194 | LNFT | 100.00 | 19,400.00 | ||||||
| 702-03-A | catch basins (cb-01) | 36 | EACH | 2,200.00 | 79,200.00 | ||||||
| 702-03-B | catch basins (cb-02) | 2 | EACH | 3,500.00 | 7,000.00 | ||||||
| 702-07-A | cross drain safety end (type 1) | 1 | EACH | 1,600.00 | 1,600.00 | ||||||
| 702-07-B | cross drain safety end (type 2) | 1 | EACH | 2,200.00 | 2,200.00 | ||||||
| 705-02 | combination mesh & barbed wire fence | 26,841 | LNFT | 4.50 | 120,784.50 | ||||||
| 705-04 | single swinging driveway gates | 32 | EACH | 450.00 | 14,400.00 | ||||||
| 705-05 | double swinging driveway gates | 9 | DBGT | 600.00 | 5,400.00 | ||||||
| 706-02-C | concrete drive (6" thick) | 250.0 | SQYD | 47.00 | 11,750.00 | ||||||
| 708-01 | right-of-way monument | 115 | EACH | 120.00 | 13,800.00 | ||||||
| 708-02 | right-of-way monument witness post | 115 | EACH | 120.00 | 13,800.00 | ||||||
| 712-02 | sacked concrete revetment | 104 | SQYD | 65.00 | 6,760.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | ||||||
| 713-07 | temporary reflectorized raised pavement markers | 963 | EACH | 4.00 | 3,852.00 | ||||||
| 716-01-A | mulch (vegetative) | 40.37 | ACRE | 560.00 | 22,607.20 | ||||||
| 717-01 | seeding | 3,600 | LB | 6.00 | 21,600.00 | ||||||
| 718-01 | fertilizer | 120,000 | LB | 0.20 | 24,000.00 | ||||||
| 718-02 | agricultural lime | 240.0 | TON | 80.00 | 19,200.00 | ||||||
| 720-01-A | erosion control system, slope protection (type a) | 10,800 | SQYD | 1.10 | 11,880.00 | ||||||
| 720-01-B | erosion control system, slope protection (type b) | 856 | SQYD | 1.10 | 941.60 | ||||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 967 | SQYD | 3.20 | 3,094.40 | ||||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 156 | SQYD | 3.20 | 499.20 | ||||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 20,000.00 | 20,000.00 | ||||||
| 724-01-C | pavement patching (17") | 436 | SQYD | 80.00 | 34,880.00 | ||||||
| 725-01 | temporary detour roads | 1,188.1 | LNFT | 120.00 | 142,572.00 | ||||||
| 726-01 | bedding material | 2,949.7 | CUYD | 38.00 | 112,088.60 | ||||||
| 727-01 | mobilization | lump | LUMP | 1,600,000.00 | 1,600,000.00 | ||||||
| 729-19-A | dead end road installations (type a) | 4 | EACH | 1,100.00 | 4,400.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 2,521 | EACH | 4.70 | 11,848.70 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 28.604 | MILE | 1,900.00 | 54,347.60 | ||||||
| 732-02-C | plastic pavement striping (solid line) (8" width) | 0.836 | MILE | 4,300.00 | 3,594.80 | ||||||
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.260 | MILE | 13,000.00 | 3,380.00 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 20 | EACH | 150.00 | 3,000.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 16 | EACH | 150.00 | 2,400.00 | ||||||
| 732-05 | removal of existing pavement markings | 7.189 | MILE | 3,200.00 | 23,004.80 | ||||||
| 735-01 | mailboxes | 84 | EACH | 1.00 | 84.00 | ||||||
| 735-02 | mailbox supports (single) | 84 | EACH | 150.00 | 12,600.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 200,000.00 | 200,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 20,000.00 | 20,000.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 2.63 | CUYD | 1,300.00 | 3,419.00 | ||||||
| 805-12-Y | reinforced concrete box culverts (5'x 2')(extension) | 104.0 | LNFT | 210.00 | 21,840.00 | ||||||
| 806-01 | deformed reinforcing steel | 185 | LB | 2.00 | 370.00 | ||||||
| S-001 | rumble strips (ground-in) | 17.2 | MILE | 540.00 | 9,288.00 | ||||||
| S-002 | clean existing ditches | 180 | LNFT | 15.00 | 2,700.00 | ||||||
| S-003 | sawcutting existing asphaltic concrete pavement (full depth) |
55,879 | INFT | 0.80 | 44,703.20 | ||||||
| S-004 | sawcutting existing portland cement concrete pavement (full depth) |
2,416 | INFT | 1.20 | 2,899.20 | ||||||
| SUBTOTAL GENERAL | 8,188,793.24 | ||||||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | |||||||||||
| 203-05-A | nonplastic embankment (stone) | 6,433 | CUYD | 65.00 | 418,145.00 | ||||||
| 302-01 | class ii base course | 62,634.9 | CUYD | 50.00 | 3,131,745.00 | ||||||
| 304-05 | lime treatment (type e) | 1,739.23 | TON | 200.00 | 347,846.00 | ||||||
| 305-01-D | subgrade layer (12" thick) | 245,394 | SQYD | 6.00 | 1,472,364.00 | ||||||
| 502-01 | superpave asphaltic concrete | 67,816.8 | TON | 53.00 | 3,594,290.40 | ||||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
8,443.3 | TON | 62.00 | 523,484.60 | ||||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
7.292 | MILE | 300.00 | 2,187.60 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 14.582 | MILE | 500.00 | 7,291.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 15.418 | MILE | 700.00 | 10,792.60 | ||||||
| SUBTOTAL ALT A1 | 9,508,146.20 | ||||||||||
| ALTERNATE A2 | |||||||||||
| 203-05-A | nonplastic embankment (stone) | 6,433 | CUYD | 0.00 | 0.00 | ||||||
| 302-01 | class ii base course | 53,950.4 | CUYD | 0.00 | 0.00 | ||||||
| 304-05 | lime treatment (type e) | 1,736.61 | TON | 0.00 | 0.00 | ||||||
| 305-01-D | subgrade layer (12" thick) | 245,024 | SQYD | 0.00 | 0.00 | ||||||
| 502-01 | superpave asphaltic concrete | 18,810.1 | TON | 0.00 | 0.00 | ||||||
| 502-01-A | superpave asphaltic concrete, paved drives and turnouts |
1,709.2 | TON | 0.00 | 0.00 | ||||||
| 601-01-G | portland cement concrete pavement (8" thick) | 142,094.2 | SQYD | 0.00 | 0.00 | ||||||
| 601-02-G | portland cement pavement (8" thick)(crossovers and turnouts) |
19,552.8 | SQYD | 0.00 | 0.00 | ||||||
| 601-04 | portland cement pavement coring | 205 | EACH | 0.00 | 0.00 | ||||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
0.573 | MILE | 0.00 | 0.00 | ||||||
| 713-04-B-01 | temporary pavement markings (broken line)(4" width) (10' length) (type 1 removable) |
6.719 | MILE | 0.00 | 0.00 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 1.148 | MILE | 0.00 | 0.00 | ||||||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
13.434 | MILE | 0.00 | 0.00 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 4.409 | MILE | 0.00 | 0.00 | ||||||
| 732-03-A-01 | plastic pavement striping (broken line)(4" width) (preformed marking tape- type i) |
11.009 | MILE | 0.00 | 0.00 | ||||||
| CONTRACTOR TOTAL | 17,696,939.44 | ||||||||||