| |||
| Lead Project: 023-03-0013 | |||
| Parish: GRANT, WINN | |||
| Routes: US 167 | |||
| Description: DRY PRONG - WINN PARISH LINE | |||
| Type Const:
grading, drainage structures, lime treatment, class ii base course, superpave asphaltic concrete pavement, concrete slab span bridges, traffic signalization and related work | |||
| Estimated Construction Cost: $40,752,330.56 | |||
| Maximum Number of Days Allowed for Construction: 800 | |||
| Calculated Daily User Cost: $4,200.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $34,547,716.96 | 800 | $37,907,716.96 |
| 2 | 34567 | JAMES CONSTRUCTION GROUP LLC | $34,905,798.70 | 800 | $38,265,798.70 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $36,767,360.67 | 800 | $40,127,360.67 |
| 4 | 42076 | AUSTIN BRIDGE & ROAD, LP | $36,842,509.38 | 650 | $39,572,509.38 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 2 - JAMES CONSTRUCTION GROUP LLC |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
- 4 - AUSTIN BRIDGE & ROAD, LP |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 1,000,000.00 | 1,000,000.00 | 1,200,000.00 | 1,200,000.00 | 1,400,000.00 | 1,400,000.00 | 905,000.00 | 905,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 65,000.00 | 65,000.00 | 90,000.00 | 90,000.00 | 80,000.00 | 80,000.00 | 40,000.00 | 40,000.00 |
| 202-02-D | removal of concrete walks & drives | 9 | SQYD | 55.00 | 495.00 | 100.00 | 900.00 | 50.00 | 450.00 | 100.00 | 900.00 |
| 202-02-G | removal of surfacing & stabilized base | 3,561.8 | SQYD | 4.30 | 15,315.74 | 5.50 | 19,589.90 | 7.00 | 24,932.60 | 10.00 | 35,618.00 |
| 202-02-H | removal of guard rail | 780 | LNFT | 5.50 | 4,290.00 | 3.00 | 2,340.00 | 11.00 | 8,580.00 | 10.00 | 7,800.00 |
| 202-02-I | removal of paved shoulders | 8,860.6 | SQYD | 4.50 | 39,872.70 | 4.00 | 35,442.40 | 5.00 | 44,303.00 | 12.00 | 106,327.20 |
| 202-02-01 | removal of 326 sq. ft. wood storage building (lt. of sta. 220+00.00) |
1 | EACH | 550.00 | 550.00 | 800.00 | 800.00 | 300.00 | 300.00 | 1,000.00 | 1,000.00 |
| 202-02-02 | removal of 1,962 sq. ft. brick residence (lt. of sta. 222+27.21) (contains non-friable asbestos) |
1 | EACH | 8,000.00 | 8,000.00 | 7,500.00 | 7,500.00 | 3,000.00 | 3,000.00 | 11,950.00 | 11,950.00 |
| 202-02-03 | removal of 223 sq. ft. brick storage building (lt. of sta. 222+47.21) (contains non-friable asbestos) |
1 | EACH | 8,000.00 | 8,000.00 | 1,100.00 | 1,100.00 | 300.00 | 300.00 | 5,850.00 | 5,850.00 |
| 202-02-04 | removal of 1,249 sq. ft. swimming pool (lt. of sta. 223+00.00) |
1 | EACH | 2,000.00 | 2,000.00 | 2,300.00 | 2,300.00 | 800.00 | 800.00 | 3,750.00 | 3,750.00 |
| 202-02-05 | removal of 30.0' x 28.0' wood residence (lt. of sta. 224+21.60) |
1 | EACH | 2,600.00 | 2,600.00 | 2,600.00 | 2,600.00 | 700.00 | 700.00 | 1,000.00 | 1,000.00 |
| 202-02-06 | removal of 16.2' x 11.9' wood storage building (lt. of sta. 225+29.36) |
1 | EACH | 2,700.00 | 2,700.00 | 500.00 | 500.00 | 300.00 | 300.00 | 200.00 | 200.00 |
| 202-02-07 | removal of 2,481 sq. ft. wood residence (lt. of sta. 227+08.31) |
1 | EACH | 5,500.00 | 5,500.00 | 7,600.00 | 7,600.00 | 2,500.00 | 2,500.00 | 7,400.00 | 7,400.00 |
| 202-02-08 | removal of 572 sq. ft. mobile home (lt. of sta. 228+15.32) |
1 | EACH | 1,100.00 | 1,100.00 | 100.00 | 100.00 | 300.00 | 300.00 | 1,500.00 | 1,500.00 |
| 202-02-09 | removal of 62.4' x 20.0' metal barn (lt.of sta. 228+24.42) |
1 | EACH | 7,700.00 | 7,700.00 | 2,300.00 | 2,300.00 | 700.00 | 700.00 | 1,000.00 | 1,000.00 |
| 202-02-10 | removal of 76.6' x 30.5' mobile home (lt. of sta. 229+46.67) |
1 | EACH | 2,750.00 | 2,750.00 | 1,400.00 | 1,400.00 | 300.00 | 300.00 | 500.00 | 500.00 |
| 202-02-11 | removal of 25.5' x 12.0' storage building (lt. of sta. 228+13.67) |
1 | EACH | 1,100.00 | 1,100.00 | 800.00 | 800.00 | 300.00 | 300.00 | 250.00 | 250.00 |
| 202-02-12 | removal of 17.6' x 11.2' wood building (lt. of sta. 266+92.32) |
1 | EACH | 550.00 | 550.00 | 500.00 | 500.00 | 1,200.00 | 1,200.00 | 600.00 | 600.00 |
| 202-02-13 | removal of 160 sq. ft. wood building (lt. of sta. 287+50.80) |
1 | EACH | 2,750.00 | 2,750.00 | 400.00 | 400.00 | 1,200.00 | 1,200.00 | 500.00 | 500.00 |
| 202-02-14 | removal of 1,454 sq. ft. wood residence (lt. of sta. 287+91.89) |
1 | EACH | 2,200.00 | 2,200.00 | 4,450.00 | 4,450.00 | 3,600.00 | 3,600.00 | 4,400.00 | 4,400.00 |
| 202-02-15 | removal of 72.1' x 13.5' mobile home (lt. of sta. 288+04.46) |
1 | EACH | 1,100.00 | 1,100.00 | 100.00 | 100.00 | 300.00 | 300.00 | 500.00 | 500.00 |
| 202-02-16 | removal of 856 sq. ft. wood building (lt. of sta. 288+08.15) |
1 | EACH | 1,100.00 | 1,100.00 | 2,000.00 | 2,000.00 | 1,200.00 | 1,200.00 | 1,000.00 | 1,000.00 |
| 202-02-17 | removal of 2,595 sq. ft. brick residence (lt. of sta. 288+39.39) (contains friable asbestos) |
1 | EACH | 8,800.00 | 8,800.00 | 10,000.00 | 10,000.00 | 1,800.00 | 1,800.00 | 14,150.00 | 14,150.00 |
| 202-02-18 | removal of 2,017 sq. ft. metal building (lt. of sta. 288+66.20) |
1 | EACH | 2,750.00 | 2,750.00 | 3,700.00 | 3,700.00 | 3,600.00 | 3,600.00 | 6,100.00 | 6,100.00 |
| 202-02-19 | removal of 638 sq. ft. wood building (lt. of sta. 295+30.00) |
1 | EACH | 1,100.00 | 1,100.00 | 1,600.00 | 1,600.00 | 700.00 | 700.00 | 1,900.00 | 1,900.00 |
| 202-02-20 | removal of 960.5 sq. ft. wood residence (lt. of sta. 296+13.14) (contains non-friable asbestos) |
1 | EACH | 5,500.00 | 5,500.00 | 3,200.00 | 3,200.00 | 1,500.00 | 1,500.00 | 7,950.00 | 7,950.00 |
| 202-02-21 | removal of 35.0' x 13.7' wood shed (rt. of sta. 15+78.43-la 472) |
1 | EACH | 220.00 | 220.00 | 1,200.00 | 1,200.00 | 700.00 | 700.00 | 1,400.00 | 1,400.00 |
| 202-02-22 | removal of 16.2' x 10.0' metal building (rt. of sta. 15+91.39-la 472) |
1 | EACH | 2,200.00 | 2,200.00 | 300.00 | 300.00 | 700.00 | 700.00 | 100.00 | 100.00 |
| 202-02-23 | removal of 31.7' x 24.0' building (lt. of sta. 17+46.33-la 472) |
1 | EACH | 8,800.00 | 8,800.00 | 1,850.00 | 1,850.00 | 3,600.00 | 3,600.00 | 2,700.00 | 2,700.00 |
| 202-02-24 | removal of 50.1' x 28.2' wood residence (lt. of sta. 731+24.05) (contains non-friable asbestos) |
1 | EACH | 220.00 | 220.00 | 4,600.00 | 4,600.00 | 1,800.00 | 1,800.00 | 9,250.00 | 9,250.00 |
| 202-02-25 | removal of 192 sq. ft. metal building (lt. of sta. 731+25.00) |
1 | EACH | 220.00 | 220.00 | 400.00 | 400.00 | 700.00 | 700.00 | 600.00 | 600.00 |
| 202-02-26 | removal of 192 sq. ft. metal building (lt. of sta. 731+65.00) |
1 | EACH | 220.00 | 220.00 | 400.00 | 400.00 | 700.00 | 700.00 | 600.00 | 600.00 |
| 202-02-27 | removal of 189 sq. ft. metal building (lt. of sta. 732+05.00) |
1 | EACH | 220.00 | 220.00 | 400.00 | 400.00 | 700.00 | 700.00 | 600.00 | 600.00 |
| 202-02-28 | removal of 373 sq. ft. metal building (lt. of sta. 732+10.00) |
1 | EACH | 220.00 | 220.00 | 700.00 | 700.00 | 2,400.00 | 2,400.00 | 200.00 | 200.00 |
| 202-02-29 | removal of 1,025 sq. ft. wood building (lt. of sta. 16+00.00-left turn military road) |
1 | EACH | 2,750.00 | 2,750.00 | 2,500.00 | 2,500.00 | 1,800.00 | 1,800.00 | 3,100.00 | 3,100.00 |
| 202-02-30 | removal of 47' x 1' concrete retaining wall (rt. of sta. 375+25.87) |
1 | EACH | 550.00 | 550.00 | 150.00 | 150.00 | 2,500.00 | 2,500.00 | 1,000.00 | 1,000.00 |
| 202-02-31 | removal of propane tank (lt. of sta. 732+42.82) | 1 | EACH | 2,750.00 | 2,750.00 | 1,650.00 | 1,650.00 | 1,000.00 | 1,000.00 | 100.00 | 100.00 |
| 202-03-01 | relocation of 12' x 6.5' cattle guard (lt. of sta. 735+00.00) |
1 | EACH | 5,500.00 | 5,500.00 | 3,600.00 | 3,600.00 | 5,000.00 | 5,000.00 | 2,000.00 | 2,000.00 |
| 202-03-02 | relocation of 21' x 5' cattle guard (lt. of sta. 738+78.44) |
1 | EACH | 5,500.00 | 5,500.00 | 3,600.00 | 3,600.00 | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 |
| 203-01 | general excavation | 957,773 | CUYD | 3.40 | 3,256,428.20 | 2.60 | 2,490,209.80 | 2.80 | 2,681,764.40 | 3.34 | 3,198,961.82 |
| 203-02 | drainage excavation | 13,742 | CUYD | 5.00 | 68,710.00 | 15.00 | 206,130.00 | 9.00 | 123,678.00 | 8.00 | 109,936.00 |
| 203-03 | embankment | 880,508 | CUYD | 4.50 | 3,962,286.00 | 3.50 | 3,081,778.00 | 6.25 | 5,503,175.00 | 5.00 | 4,402,540.00 |
| 203-04-A | nonplastic embankment (stone) | 237 | CUYD | 115.00 | 27,255.00 | 80.00 | 18,960.00 | 190.00 | 45,030.00 | 100.00 | 23,700.00 |
| 203-08 | geotextile fabric | 1,520 | SQYD | 1.25 | 1,900.00 | 3.00 | 4,560.00 | 1.60 | 2,432.00 | 4.41 | 6,703.20 |
| 204-02 | temporary hay or straw bales | 448 | EACH | 16.00 | 7,168.00 | 13.50 | 6,048.00 | 20.00 | 8,960.00 | 8.00 | 3,584.00 |
| 204-03 | temporary slope drains | 586 | LNFT | 24.00 | 14,064.00 | 12.00 | 7,032.00 | 15.00 | 8,790.00 | 10.00 | 5,860.00 |
| 204-05-A | temporary sediment check dams (hay) | 475 | EACH | 110.00 | 52,250.00 | 110.00 | 52,250.00 | 150.00 | 71,250.00 | 90.00 | 42,750.00 |
| 204-05-B | temporary sediment check dams (stone) | 557 | EACH | 600.00 | 334,200.00 | 500.00 | 278,500.00 | 430.00 | 239,510.00 | 523.88 | 291,801.16 |
| 204-06 | temporary silt fencing | 107,898 | LNFT | 2.25 | 242,770.50 | 2.20 | 237,375.60 | 1.60 | 172,636.80 | 1.35 | 145,662.30 |
| 204-07 | temporary stone construction entrance | 2 | EACH | 4,100.00 | 8,200.00 | 4,000.00 | 8,000.00 | 2,400.00 | 4,800.00 | 1,926.10 | 3,852.20 |
| 302-02-A-01 | class ii base course (4" thick)(stone or recycled pccp) | 387,580.8 | SQYD | 9.15 | 3,546,364.32 | 9.50 | 3,682,017.60 | 9.50 | 3,682,017.60 | 11.00 | 4,263,388.80 |
| 302-02-C-01 | class ii base course (8" thick)(soil cement) | 343,844.5 | SQYD | 9.25 | 3,180,561.63 | 9.10 | 3,128,984.95 | 9.25 | 3,180,561.63 | 8.50 | 2,922,678.25 |
| 304-01 | lime | 2,919.37 | TON | 1.00 | 2,919.37 | 160.00 | 467,099.20 | 50.00 | 145,968.50 | 40.00 | 116,774.80 |
| 304-04-D | lime treatment (type d) (12" thick) | 205,952 | SQYD | 1.00 | 205,952.00 | 1.50 | 308,928.00 | 0.35 | 72,083.20 | 0.50 | 102,976.00 |
| 401-01 | aggregate surface course (net section)(shoulders) | 9,853.0 | CUYD | 72.00 | 709,416.00 | 90.00 | 886,770.00 | 70.00 | 689,710.00 | 80.00 | 788,240.00 |
| 401-02 | aggregate surface course (adjusted vehicular measurement)(driveways) |
459 | CUYD | 78.00 | 35,802.00 | 85.00 | 39,015.00 | 95.00 | 43,605.00 | 90.00 | 41,310.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 10,000.0 | CUYD | 30.00 | 300,000.00 | 112.00 | 1,120,000.00 | 20.00 | 200,000.00 | 20.00 | 200,000.00 |
| 502-01 | superpave asphaltic concrete | 74,090.9 | TON | 75.00 | 5,556,817.50 | 77.00 | 5,704,999.30 | 82.00 | 6,075,453.80 | 84.00 | 6,223,635.60 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
12,862.2 | TON | 93.00 | 1,196,184.60 | 97.00 | 1,247,633.40 | 95.00 | 1,221,909.00 | 90.00 | 1,157,598.00 |
| 701-01-G | cross drain pipe (18" rcp/pcp) | 1,924 | LNFT | 60.00 | 115,440.00 | 57.00 | 109,668.00 | 72.00 | 138,528.00 | 50.00 | 96,200.00 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 3,810 | LNFT | 75.00 | 285,750.00 | 65.00 | 247,650.00 | 90.00 | 342,900.00 | 65.00 | 247,650.00 |
| 701-01-K | cross drain pipe (30" rcp/pcp) | 1,208 | LNFT | 95.00 | 114,760.00 | 98.00 | 118,384.00 | 100.00 | 120,800.00 | 80.00 | 96,640.00 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 120 | LNFT | 120.00 | 14,400.00 | 110.00 | 13,200.00 | 125.00 | 15,000.00 | 95.00 | 11,400.00 |
| 701-01-N | cross drain pipe (42" rcp/pcp) | 1,544 | LNFT | 180.00 | 277,920.00 | 137.00 | 211,528.00 | 155.00 | 239,320.00 | 125.00 | 193,000.00 |
| 701-01-N-01 | cross drain pipe (42" rcp)(class iv concrete) | 398 | LNFT | 215.00 | 85,570.00 | 162.00 | 64,476.00 | 130.00 | 51,740.00 | 200.00 | 79,600.00 |
| 701-01-O | cross drain pipe (48" rcp/pcp) | 624 | LNFT | 220.00 | 137,280.00 | 200.00 | 124,800.00 | 185.00 | 115,440.00 | 180.00 | 112,320.00 |
| 701-01-P | cross drain pipe (54" rcp/pcp) | 610 | LNFT | 250.00 | 152,500.00 | 200.00 | 122,000.00 | 225.00 | 137,250.00 | 225.00 | 137,250.00 |
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 270 | LNFT | 80.00 | 21,600.00 | 101.00 | 27,270.00 | 115.00 | 31,050.00 | 100.00 | 27,000.00 |
| 701-02-G | cross drain pipe arch (42" equiv. rcpa) | 568 | LNFT | 190.00 | 107,920.00 | 183.00 | 103,944.00 | 175.00 | 99,400.00 | 175.00 | 99,400.00 |
| 701-02-H | cross drain pipe arch (48" equiv. rcpa) | 186 | LNFT | 225.00 | 41,850.00 | 204.00 | 37,944.00 | 200.00 | 37,200.00 | 200.00 | 37,200.00 |
| 701-05-G | side drain pipe (18") | 1,086 | LNFT | 62.00 | 67,332.00 | 38.00 | 41,268.00 | 75.00 | 81,450.00 | 50.00 | 54,300.00 |
| 701-05-G-01 | side drain pipe (18")(erosion) | 179 | LNFT | 62.00 | 11,098.00 | 45.00 | 8,055.00 | 200.00 | 35,800.00 | 50.00 | 8,950.00 |
| 701-10-I | reinforced concrete pipe (extension)(24") | 178 | LNFT | 200.00 | 35,600.00 | 49.00 | 8,722.00 | 95.00 | 16,910.00 | 150.00 | 26,700.00 |
| 701-10-K | reinforced concrete pipe (extension)(30") | 12 | LNFT | 275.00 | 3,300.00 | 86.00 | 1,032.00 | 165.00 | 1,980.00 | 200.00 | 2,400.00 |
| 701-15 | concrete collar | 1 | EACH | 1,200.00 | 1,200.00 | 850.00 | 850.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 |
| 702-02-B | manholes (r-cb-11) | 2 | EACH | 5,000.00 | 10,000.00 | 4,335.00 | 8,670.00 | 3,000.00 | 6,000.00 | 5,000.00 | 10,000.00 |
| 702-03-A | catch basins (cb-01) | 49 | EACH | 3,600.00 | 176,400.00 | 4,090.00 | 200,410.00 | 3,000.00 | 147,000.00 | 2,700.00 | 132,300.00 |
| 702-03-B | catch basins (cb-02) | 17 | EACH | 4,500.00 | 76,500.00 | 5,625.00 | 95,625.00 | 4,500.00 | 76,500.00 | 4,000.00 | 68,000.00 |
| 702-05-A | cross drain end treatment (1 barrel, 24" rcp/pcp) | 29 | EACH | 1,800.00 | 52,200.00 | 800.00 | 23,200.00 | 1,650.00 | 47,850.00 | 2,000.00 | 58,000.00 |
| 702-05-B | cross drain end treatment (1 barrel, 30" rcp/pcp) | 9 | EACH | 3,000.00 | 27,000.00 | 1,100.00 | 9,900.00 | 1,800.00 | 16,200.00 | 2,250.00 | 20,250.00 |
| 702-05-C | cross drain end treatment (1 barrel, 36" rcp/pcp) | 2 | EACH | 3,400.00 | 6,800.00 | 1,300.00 | 2,600.00 | 3,300.00 | 6,600.00 | 2,500.00 | 5,000.00 |
| 702-05-D | cross drain end treatment (1 barrel, 42" rcp/pcp) | 11 | EACH | 4,500.00 | 49,500.00 | 1,900.00 | 20,900.00 | 3,450.00 | 37,950.00 | 2,750.00 | 30,250.00 |
| 702-05-E | cross drain end treatment (1 barrel, 48" rcp/pcp) | 6 | EACH | 5,300.00 | 31,800.00 | 2,870.00 | 17,220.00 | 3,600.00 | 21,600.00 | 3,000.00 | 18,000.00 |
| 702-05-F | cross drain end treatment (1 barrel, 54" rcp/pcp) | 4 | EACH | 6,500.00 | 26,000.00 | 3,300.00 | 13,200.00 | 7,200.00 | 28,800.00 | 3,250.00 | 13,000.00 |
| 702-05-G | cross drain end treatment (1 barrel, 24" equiv. rcpa) | 2 | EACH | 4,000.00 | 8,000.00 | 770.00 | 1,540.00 | 1,800.00 | 3,600.00 | 2,000.00 | 4,000.00 |
| 702-05-H | cross drain end treatment (1 barrel, 42" equiv. rcpa) | 4 | EACH | 7,700.00 | 30,800.00 | 1,600.00 | 6,400.00 | 3,600.00 | 14,400.00 | 2,750.00 | 11,000.00 |
| 702-05-I | cross drain end treatment (1 barrel, 48" equiv. rcpa) | 1 | EACH | 9,000.00 | 9,000.00 | 2,375.00 | 2,375.00 | 7,200.00 | 7,200.00 | 3,000.00 | 3,000.00 |
| 702-07-A | cross drain safety end (type 1) | 3 | EACH | 3,500.00 | 10,500.00 | 2,375.00 | 7,125.00 | 2,200.00 | 6,600.00 | 2,500.00 | 7,500.00 |
| 704-03 | blocked out guard rail | 1,800.5 | LNFT | 19.00 | 34,209.50 | 17.50 | 31,508.75 | 18.00 | 32,409.00 | 17.20 | 30,968.60 |
| 704-06 | guard rail anchor sections (trailing end) | 12.5 | LNFT | 77.00 | 962.50 | 70.00 | 875.00 | 50.00 | 625.00 | 45.00 | 562.50 |
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 55.00 | 11,000.00 | 50.00 | 10,000.00 | 55.00 | 11,000.00 | 52.00 | 10,400.00 |
| 704-11-A | guard rail end treatment (flared) | 9 | EACH | 2,000.00 | 18,000.00 | 1,850.00 | 16,650.00 | 2,100.00 | 18,900.00 | 1,925.00 | 17,325.00 |
| 705-01 | barbed wire fence | 12,625 | LNFT | 5.50 | 69,437.50 | 5.20 | 65,650.00 | 5.50 | 69,437.50 | 5.20 | 65,650.00 |
| 705-04 | single swinging driveway gate | 1 | EACH | 550.00 | 550.00 | 350.00 | 350.00 | 600.00 | 600.00 | 350.00 | 350.00 |
| 706-03-C | incidental concrete paving (6" thick) | 956.3 | SQYD | 110.00 | 105,193.00 | 70.00 | 66,941.00 | 75.00 | 71,722.50 | 70.00 | 66,941.00 |
| 708-01 | right-of-way monument | 219 | EACH | 105.00 | 22,995.00 | 140.00 | 30,660.00 | 300.00 | 65,700.00 | 200.00 | 43,800.00 |
| 708-02 | right-of-way monument witness post | 219 | EACH | 105.00 | 22,995.00 | 50.00 | 10,950.00 | 300.00 | 65,700.00 | 200.00 | 43,800.00 |
| 711-01-D | riprap (55 lb, 18" thick) | 25,588 | SQYD | 60.00 | 1,535,280.00 | 56.00 | 1,432,928.00 | 60.00 | 1,535,280.00 | 65.00 | 1,663,220.00 |
| 711-04 | geotextile fabric | 30,521 | SQYD | 3.50 | 106,823.50 | 6.00 | 183,126.00 | 1.75 | 53,411.75 | 1.50 | 45,781.50 |
| 712-02 | sacked concrete revetment | 177 | SQYD | 165.00 | 29,205.00 | 150.00 | 26,550.00 | 200.00 | 35,400.00 | 75.00 | 13,275.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 250,000.00 | 250,000.00 | 68,000.00 | 68,000.00 | 240,000.00 | 240,000.00 | 195,150.00 | 195,150.00 |
| 713-03-B-01 | temporary pavement markings (broken line)(4" width) (10' length) (type 1 removable) |
0.426 | MILE | 5,500.00 | 2,343.00 | 10,000.00 | 4,260.00 | 5,500.00 | 2,343.00 | 10,000.00 | 4,260.00 |
| 713-04-E-01 | temporary pavement markings (solid line)(24" width) (type 1 removable) |
0.134 | MILE | 70,000.00 | 9,380.00 | 35,000.00 | 4,690.00 | 71,000.00 | 9,514.00 | 35,000.00 | 4,690.00 |
| 715-01 | topsoil | 18,124 | CUYD | 12.00 | 217,488.00 | 8.00 | 144,992.00 | 18.00 | 326,232.00 | 3.00 | 54,372.00 |
| 720-01-A | erosion control system, slope protection (type a) | 77,245 | SQYD | 1.00 | 77,245.00 | 1.00 | 77,245.00 | 1.15 | 88,831.75 | 1.00 | 77,245.00 |
| 720-01-B | erosion control system, slope protection (type b) | 48,460 | SQYD | 1.00 | 48,460.00 | 1.00 | 48,460.00 | 1.15 | 55,729.00 | 1.00 | 48,460.00 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 2,596 | SQYD | 1.80 | 4,672.80 | 1.60 | 4,153.60 | 2.00 | 5,192.00 | 1.60 | 4,153.60 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 10,332 | SQYD | 1.80 | 18,597.60 | 1.65 | 17,047.80 | 2.00 | 20,664.00 | 1.65 | 17,047.80 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 50,000.00 | 50,000.00 | 26,000.00 | 26,000.00 | 80,000.00 | 80,000.00 | 22,000.00 | 22,000.00 |
| 726-01 | bedding material | 1,891.9 | CUYD | 110.00 | 208,109.00 | 58.00 | 109,730.20 | 75.00 | 141,892.50 | 150.00 | 283,785.00 |
| 727-01 | mobilization | lump | LUMP | 2,385,000.00 | 2,385,000.00 | 3,246,000.00 | 3,246,000.00 | 3,000,000.00 | 3,000,000.00 | 3,170,000.00 | 3,170,000.00 |
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 80.00 | 640.00 | 75.00 | 600.00 | 75.00 | 600.00 | 75.00 | 600.00 |
| 729-19-A | dead end road installations(type a) | 1 | EACH | 1,500.00 | 1,500.00 | 1,350.00 | 1,350.00 | 1,400.00 | 1,400.00 | 1,250.00 | 1,250.00 |
| 731-02 | reflectorized raised pavement markers | 6,188 | EACH | 5.50 | 34,034.00 | 6.50 | 40,222.00 | 5.50 | 34,034.00 | 6.50 | 40,222.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 62.828 | MILE | 2,500.00 | 157,070.00 | 2,200.00 | 138,221.60 | 2,500.00 | 157,070.00 | 2,200.00 | 138,221.60 |
| 732-02-C | plastic pavement striping (solid line) (8" width) | 1.186 | MILE | 5,500.00 | 6,523.00 | 8,500.00 | 10,081.00 | 5,000.00 | 5,930.00 | 8,500.00 | 10,081.00 |
| 732-02-E | plastic pavement striping (solid line) (24" width) | 0.179 | MILE | 15,500.00 | 2,774.50 | 18,000.00 | 3,222.00 | 17,000.00 | 3,043.00 | 18,000.00 | 3,222.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 29.876 | MILE | 850.00 | 25,394.60 | 1,000.00 | 29,876.00 | 800.00 | 23,900.80 | 1,000.00 | 29,876.00 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 46 | EACH | 210.00 | 9,660.00 | 300.00 | 13,800.00 | 225.00 | 10,350.00 | 300.00 | 13,800.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 23 | EACH | 250.00 | 5,750.00 | 300.00 | 6,900.00 | 250.00 | 5,750.00 | 300.00 | 6,900.00 |
| 732-04-D | plastic pavement legends & symbols (rr crossing) | 1 | EACH | 525.00 | 525.00 | 500.00 | 500.00 | 600.00 | 600.00 | 500.00 | 500.00 |
| 732-05-A | removal of existing markings (water blasting) | 14.732 | MILE | 6,000.00 | 88,392.00 | 3,500.00 | 51,562.00 | 5,800.00 | 85,445.60 | 3,500.00 | 51,562.00 |
| 735-01 | mailboxes | 3 | EACH | 21.00 | 63.00 | 10.00 | 30.00 | 50.00 | 150.00 | 257.56 | 772.68 |
| 735-02 | mailbox supports (single) | 3 | EACH | 150.00 | 450.00 | 150.00 | 450.00 | 200.00 | 600.00 | 372.04 | 1,116.12 |
| 736-01 | trenching and backfilling | 825 | LNFT | 5.50 | 4,537.50 | 5.00 | 4,125.00 | 6.00 | 4,950.00 | 5.00 | 4,125.00 |
| 736-04-A | signal support (35' metal strain pole) | 4 | EACH | 8,800.00 | 35,200.00 | 8,000.00 | 32,000.00 | 9,000.00 | 36,000.00 | 8,000.00 | 32,000.00 |
| 736-05-01 | signal heads (1 section, r 12" led) | 6 | EACH | 650.00 | 3,900.00 | 600.00 | 3,600.00 | 650.00 | 3,900.00 | 600.00 | 3,600.00 |
| 736-05-02 | signal heads (1 section y 12" led) | 4 | EACH | 650.00 | 2,600.00 | 600.00 | 2,400.00 | 650.00 | 2,600.00 | 600.00 | 2,400.00 |
| 736-06 | signal service | 1 | EACH | 1,650.00 | 1,650.00 | 1,500.00 | 1,500.00 | 1,700.00 | 1,700.00 | 1,500.00 | 1,500.00 |
| 736-08 | signal controller | 1 | EACH | 22,000.00 | 22,000.00 | 20,000.00 | 20,000.00 | 21,000.00 | 21,000.00 | 20,000.00 | 20,000.00 |
| 736-10-A | underground junction box (type e) | 5 | EACH | 550.00 | 2,750.00 | 500.00 | 2,500.00 | 600.00 | 3,000.00 | 500.00 | 2,500.00 |
| 736-10-B | underground junction box (type h) | 1 | EACH | 1,300.00 | 1,300.00 | 1,200.00 | 1,200.00 | 1,300.00 | 1,300.00 | 1,200.00 | 1,200.00 |
| 736-11-A | conduit (2" pvc) | 790 | LNFT | 9.00 | 7,110.00 | 8.00 | 6,320.00 | 10.00 | 7,900.00 | 8.00 | 6,320.00 |
| 736-11-B | conduit (3" pvc) | 35 | LNFT | 11.00 | 385.00 | 10.00 | 350.00 | 11.00 | 385.00 | 10.00 | 350.00 |
| 736-12-A | conductor (3c, #6 awg, 600v, service) | 335 | LNFT | 5.50 | 1,842.50 | 5.00 | 1,675.00 | 5.50 | 1,842.50 | 5.00 | 1,675.00 |
| 736-12-B | conductor (6c, #14 awg, 600v) | 170 | LNFT | 2.20 | 374.00 | 2.00 | 340.00 | 2.00 | 340.00 | 2.00 | 340.00 |
| 736-12-C | conductor (10c, #14 awg, 600v) | 1,450 | LNFT | 3.30 | 4,785.00 | 3.00 | 4,350.00 | 3.50 | 5,075.00 | 3.00 | 4,350.00 |
| 739-01 | hydro-seeding | 47.05 | ACRE | 1,000.00 | 47,050.00 | 850.00 | 39,992.50 | 950.00 | 44,697.50 | 850.00 | 39,992.50 |
| 739-01-A | hydro-seeding (us forest service) | 291.40 | ACRE | 1,000.00 | 291,400.00 | 960.00 | 279,744.00 | 950.00 | 276,830.00 | 960.00 | 279,744.00 |
| 740-01 | construction layout | lump | LUMP | 300,000.00 | 300,000.00 | 350,000.00 | 350,000.00 | 250,000.00 | 250,000.00 | 369,000.00 | 369,000.00 |
| 740-02 | utility oversight and coordination | lump | LUMP | 35,000.00 | 35,000.00 | 35,000.00 | 35,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 |
| 802-01 | structural excavation | 34.2 | CUYD | 33.00 | 1,128.60 | 150.00 | 5,130.00 | 50.00 | 1,710.00 | 25.00 | 855.00 |
| 804-01-B | precast concrete piles (14") | 3,110 | LNFT | 72.00 | 223,920.00 | 60.00 | 186,600.00 | 44.00 | 136,840.00 | 54.00 | 167,940.00 |
| 804-12 | loading permanent piles | 2 | EACH | 2,200.00 | 4,400.00 | 8,000.00 | 16,000.00 | 100.00 | 200.00 | 5,300.00 | 10,600.00 |
| 805-01-A | class a concrete (pipe headwalls) | 24.98 | CUYD | 1,500.00 | 37,470.00 | 1,235.00 | 30,850.30 | 1,800.00 | 44,964.00 | 1,500.00 | 37,470.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 82.72 | CUYD | 1,300.00 | 107,536.00 | 1,235.00 | 102,159.20 | 1,900.00 | 157,168.00 | 1,500.00 | 124,080.00 |
| 805-01-F | class a concrete (bents) | 89.54 | CUYD | 1,100.00 | 98,494.00 | 970.00 | 86,853.80 | 950.00 | 85,063.00 | 700.00 | 62,678.00 |
| 805-03 | class aa concrete | 315.75 | CUYD | 650.00 | 205,237.50 | 740.00 | 233,655.00 | 600.00 | 189,450.00 | 765.00 | 241,548.75 |
| 805-12-E | reinforced concrete box culverts (4'x 4') | 609.0 | LNFT | 300.00 | 182,700.00 | 272.00 | 165,648.00 | 290.00 | 176,610.00 | 450.00 | 274,050.00 |
| 805-12-E-01 | reinforced concrete box culverts (4'x 4') (cast-in-place only) |
260.0 | LNFT | 300.00 | 78,000.00 | 267.00 | 69,420.00 | 275.00 | 71,500.00 | 650.00 | 169,000.00 |
| 805-12-I-01 | reinforced concrete box culverts (5'x 5') (cast-in-place only) |
580.0 | LNFT | 450.00 | 261,000.00 | 390.00 | 226,200.00 | 300.00 | 174,000.00 | 750.00 | 435,000.00 |
| 805-12-M | reinforced concrete box culverts (6'x 6') | 118.0 | LNFT | 515.00 | 60,770.00 | 435.00 | 51,330.00 | 600.00 | 70,800.00 | 750.00 | 88,500.00 |
| 805-12-M-01 | reinforced concrete box culverts (6'x 6') (cast-in-place only) |
1,015.0 | LNFT | 515.00 | 522,725.00 | 430.00 | 436,450.00 | 525.00 | 532,875.00 | 950.00 | 964,250.00 |
| 805-12-Y | reinforced concrete box culverts (2'x 2') | 205.0 | LNFT | 270.00 | 55,350.00 | 350.00 | 71,750.00 | 470.00 | 96,350.00 | 300.00 | 61,500.00 |
| 805-12-Z | reinforced concrete box culverts (3'x 3') | 66.0 | LNFT | 560.00 | 36,960.00 | 640.00 | 42,240.00 | 750.00 | 49,500.00 | 350.00 | 23,100.00 |
| 805-12-Z-01 | reinforced concrete box culverts (3'x 4') | 43.0 | LNFT | 400.00 | 17,200.00 | 500.00 | 21,500.00 | 700.00 | 30,100.00 | 400.00 | 17,200.00 |
| 806-01 | deformed reinforcing steel | 84,638 | LB | 1.10 | 93,101.80 | 0.85 | 71,942.30 | 0.98 | 82,945.24 | 0.90 | 76,174.20 |
| 810-01 | concrete railing (32" barrier) | 360.00 | LNFT | 75.00 | 27,000.00 | 100.00 | 36,000.00 | 60.00 | 21,600.00 | 55.00 | 19,800.00 |
| 813-01 | concrete approach slabs | 728.88 | SQYD | 225.00 | 163,998.00 | 200.00 | 145,776.00 | 200.00 | 145,776.00 | 190.00 | 138,487.20 |
| S-001 | full depth sawcutting | 10,463 | LNFT | 6.50 | 68,009.50 | 7.50 | 78,472.50 | 2.00 | 20,926.00 | 4.00 | 41,852.00 |
| S-002 | removal of s. p. no. 023-04-0017 transition road | lump | LUMP | 13,000.00 | 13,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 500.00 | 500.00 |
| S-003 | rumble strips (ground-in) | 29.5 | MILE | 525.00 | 15,487.50 | 528.00 | 15,576.00 | 625.00 | 18,437.50 | 520.00 | 15,340.00 |
| S-004 | open graded friction course (low volume traffic applications) |
222 | TON | 130.00 | 28,860.00 | 134.00 | 29,748.00 | 150.00 | 33,300.00 | 185.00 | 41,070.00 |
| S-101 | retroreflective sheeting panels | lump | LUMP | 3,300.00 | 3,300.00 | 5,000.00 | 5,000.00 | 2,400.00 | 2,400.00 | 1,000.00 | 1,000.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 34,547,716.96 | 34,905,798.70 | 36,767,360.67 | 36,842,509.38 | |||||||
| NUMBER OF DAYS BID AT $4,200 PER DAY. | 3,360,000.00 | 3,360,000.00 | 3,360,000.00 | 2,730,000.00 | |||||||
| TOTAL BID | 37,907,716.96 | 38,265,798.70 | 40,127,360.67 | 39,572,509.38 | |||||||