| READV |
| ||
| Lead Project: 023-01-0049 | |||
| Parish: RAPIDES, GRANT | |||
| Routes: US 167 | |||
| Description: JCT. LA 3225 - BENTLEY | |||
| Type Const:
grading, drain struct, lime trmt, class ii bc, superpave asp (alt. a-1), pccp (alt. a-2), traffic signalization and related work. | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $11,472,086.47 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $12,384,447.99 |
| 3 | 39462 | DENTON-JAMES LLC | $14,869,699.25 |
| 4 | 21810 | HIGHWAY SPECIALISTS INC. | $15,529,924.15 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - DENTON-JAMES 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 | 200,000.00 | 200,000.00 | 550,000.00 | 550,000.00 | 1,000,000.00 | 1,000,000.00 | 300,000.00 | 300,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 40,000.00 | 40,000.00 | 28,000.00 | 28,000.00 | 200,000.00 | 200,000.00 | 100,000.00 | 100,000.00 |
| 202-02-B-01 | removal of concrete box culvert (sta. 134+41; 1-3' x 2' and 1-4' x 2' x 64') |
1 | EACH | 7,000.00 | 7,000.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 |
| 202-02-B-02 | removal of concrete box culvert (sta. 158+58; 1-3' x 2' and 1-4' x 2' x 63') |
1 | EACH | 7,000.00 | 7,000.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 |
| 202-02-B-03 | removal of concrete box culvert (sta. 174+78; 4' x 3' x 56') |
1 | EACH | 3,500.00 | 3,500.00 | 2,000.00 | 2,000.00 | 4,000.00 | 4,000.00 | 3,000.00 | 3,000.00 |
| 202-02-B-04 | removal of concrete box culvert (sta. 194+62; 4' x 2' x 52') |
1 | EACH | 3,500.00 | 3,500.00 | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 | 6,000.00 | 6,000.00 |
| 202-02-B-05 | removal of concrete box culvert (sta. 207+79; 4' x 2' x 80') |
1 | EACH | 3,500.00 | 3,500.00 | 2,000.00 | 2,000.00 | 4,000.00 | 4,000.00 | 3,000.00 | 3,000.00 |
| 202-02-B-06 | removal of concrete box culvert (sta. 222+39; 3' x 3' x 54') |
1 | EACH | 3,500.00 | 3,500.00 | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 |
| 202-02-B-07 | removal of concrete box culvert (sta. 222+57; 6' x 4' x 52') |
1 | EACH | 3,500.00 | 3,500.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 |
| 202-02-B-08 | removal of concrete box culvert (sta. 224+15; 5' x 2' x 52') |
1 | EACH | 3,500.00 | 3,500.00 | 2,000.00 | 2,000.00 | 4,000.00 | 4,000.00 | 3,000.00 | 3,000.00 |
| 202-02-B-09 | removal of concrete box culvert (sta. 247+97; 4' x 3' x 46') |
1 | EACH | 3,500.00 | 3,500.00 | 2,000.00 | 2,000.00 | 4,000.00 | 4,000.00 | 3,000.00 | 3,000.00 |
| 202-02-B-10 | removal of concrete box culvert (sta. 269+77; 3' x 3' x 46') |
1 | EACH | 3,500.00 | 3,500.00 | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 |
| 202-02-B-11 | removal of concrete box culvert (sta. 284+01; 4' x 2' x 55') |
1 | EACH | 3,500.00 | 3,500.00 | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 |
| 202-02-B-12 | removal of concrete box culvert (sta. 292+25; 4' x 4' x 45') |
1 | EACH | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 |
| 202-02-B-13 | removal of concrete box culvert (sta. 306+56; 4' x 3' x 51') |
1 | EACH | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 | 4,000.00 | 4,000.00 | 3,000.00 | 3,000.00 |
| 202-02-B-14 | removal of concrete box culvert (sta. 327+79; 4' x 3' x 46') |
1 | EACH | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 | 4,000.00 | 4,000.00 | 3,000.00 | 3,000.00 |
| 202-02-B-15 | removal of concrete box culvert (sta. 342+42; 3-5' x 5' x 50') |
1 | EACH | 7,000.00 | 7,000.00 | 3,000.00 | 3,000.00 | 8,000.00 | 8,000.00 | 9,000.00 | 9,000.00 |
| 202-02-B-16 | removal of concrete box culvert (sta. 374+80; 3' x 2' x 53') |
1 | EACH | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 |
| 202-02-B-17 | removal of concrete box culvert (sta. 399+72; 3' x 2' x 50') |
1 | EACH | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 |
| 202-02-B-18 | removal of concrete box culvert (sta. 429+00; 2' x 2' x 49') |
1 | EACH | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 |
| 202-02-C | removal of portland cement concrete pavement | 2,499 | SQYD | 4.50 | 11,245.50 | 3.00 | 7,497.00 | 10.00 | 24,990.00 | 12.00 | 29,988.00 |
| 202-02-D | removal of concrete walks & drives | 4,128 | SQYD | 3.00 | 12,384.00 | 6.00 | 24,768.00 | 8.00 | 33,024.00 | 10.00 | 41,280.00 |
| 202-02-G | removal of surfacing & stabilized base | 11,908.1 | SQYD | 4.00 | 47,632.40 | 6.00 | 71,448.60 | 5.00 | 59,540.50 | 12.00 | 142,897.20 |
| 202-02-01 | removal of 13' x 13' wood office (lt. of sta. 162+49) | 1 | EACH | 300.00 | 300.00 | 500.00 | 500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-02 | removal of 24' x 14' metal office (rt. of sta. 162+49) | 1 | EACH | 300.00 | 300.00 | 500.00 | 500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-03 | removal of 50' x 26' metal canopy (lt. of sta. 163+89) | 1 | EACH | 300.00 | 300.00 | 50.00 | 50.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-04 | removal of 44' x 22' metal canopy (lt. of sta. 167+80) | 1 | EACH | 300.00 | 300.00 | 50.00 | 50.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-05 | removal of 50' x 25' wood frame residence (rt. of sta. 172+26) |
1 | EACH | 300.00 | 300.00 | 500.00 | 500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-06 | removal of 70' x 35' wood frame residence (rt. of sta. 201+90)(contains non-friable asbestos) |
1 | EACH | 6,500.00 | 6,500.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-07 | removal of 30' x 30' metal shop (rt. of sta. 205+80) | 1 | EACH | 2,000.00 | 2,000.00 | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-08 | removal of 70' x 30' brick residence (rt. of sta. 212+00) |
1 | EACH | 4,000.00 | 4,000.00 | 500.00 | 500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-09 | removal of 44' x 28' wood frame residence (rt. of sta. 213+67)(contains non-friable asbestos) |
1 | EACH | 300.00 | 300.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-10 | removal of 43' x 20' wood frame residence (rt. of sta. 215+54)(contains non-friable asbestos) |
1 | EACH | 6,500.00 | 6,500.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-11 | removal of 14' x 10' wood shed (rt. of sta. 215+76) | 1 | EACH | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-12 | removal of 106' x 36' wood frame residence (rt. of sta. 217+69) |
1 | EACH | 8,000.00 | 8,000.00 | 50.00 | 50.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-13 | removal of 72' x 34' brick residence (rt. of sta. 220+36) |
1 | EACH | 4,000.00 | 4,000.00 | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-14 | removal of 36' x 25' wood frame residence (rt. of sta. 227+43) |
1 | EACH | 300.00 | 300.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-15 | removal of 40' x 30' brick residence (rt. of sta. 230+13)(contains non-friable asbestos) |
1 | EACH | 6,500.00 | 6,500.00 | 500.00 | 500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-16 | removal of 70' x 35' brick residence (rt. of sta. 232+50)(contains non-friable asbestos) |
1 | EACH | 6,500.00 | 6,500.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-17 | removal of 75' x 35' brick residence (rt. of sta. 234+61)(contains non-friable asbestos) |
1 | EACH | 6,500.00 | 6,500.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-18 | removal of traffic signal equipment (lt. & rt. of sta. 236+24) |
1 | EACH | 2,200.00 | 2,200.00 | 2,000.00 | 2,000.00 | 1.00 | 1.00 | 2,000.00 | 2,000.00 |
| 202-02-19 | removal of 50' x 40' brick residence (rt. of sta. 239+12) |
1 | EACH | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-20 | removal of 83' x 30' brick residence (rt. of sta. 240+35)(contains non-friable asbestos) |
1 | EACH | 6,500.00 | 6,500.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-21 | removal of 38' x 30' wood frame residence (rt. of sta. 242+34) |
1 | EACH | 300.00 | 300.00 | 500.00 | 500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-22 | removal of 55' x 30' wood frame residence (rt. of sta. 294+40) |
1 | EACH | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-23 | removal of 60' x 40' brick residence (rt. of sta. 295+30) |
1 | EACH | 2,000.00 | 2,000.00 | 500.00 | 500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-24 | removal of 60' x 27' wood frame residence (rt. of sta. 299+00) |
1 | EACH | 2,000.00 | 2,000.00 | 500.00 | 500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-25 | removal of 50' x 25' wood frame residence (rt. of sta. 303+20) |
1 | EACH | 4,000.00 | 4,000.00 | 500.00 | 500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-26 | removal of 12' x 10' metal shed (rt. of sta. 307+66) | 1 | EACH | 1,000.00 | 1,000.00 | 500.00 | 500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-27 | removal of 75' x 31' brick residence (rt. of sta. 308+14)(contains non-friable asbestos) |
1 | EACH | 6,500.00 | 6,500.00 | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-28 | removal of 7' x 5' metal shed (rt. of 317+32) | 1 | EACH | 1,000.00 | 1,000.00 | 50.00 | 50.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-29 | removal of 11' x 11' wood shed (rt. of sta. 317+50) | 1 | EACH | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-30 | removal of 21' x 16' wood shed (rt. of sta. 317+60) | 1 | EACH | 1,000.00 | 1,000.00 | 50.00 | 50.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-31 | removal of 64' x 50' wood frame residence (rt. of sta. 319+16) |
1 | EACH | 300.00 | 300.00 | 20.00 | 20.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-32 | removal of 16' x 13' wood shed (rt. of sta. 320+36) | 1 | EACH | 1,000.00 | 1,000.00 | 50.00 | 50.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-33 | removal of 52' x 30' wood frame residence (rt. of sta. 320+90)(contains non-friable asbestos) |
1 | EACH | 6,500.00 | 6,500.00 | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-34 | removal of 50' x 30' brick residence (rt. of sta. 323+00) |
1 | EACH | 4,000.00 | 4,000.00 | 50.00 | 50.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-35 | removal of 80' x 40' wood frame residence (rt. of sta. 364+65) |
1 | EACH | 300.00 | 300.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-36 | removal of 57' x 29' wood frame residence (rt. of sta. 369+06) |
1 | EACH | 300.00 | 300.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-37 | removal of 60' x 35' wood frame residence (rt. of sta. 395+17)(contains friable and non-friable asbestos) |
1 | EACH | 6,500.00 | 6,500.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-38 | removal of 16' x 10' fiberglass greenhouse(rt. of sta. 395+85) |
1 | EACH | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-39 | removal of 21' x 21' wood shed (rt. of sta. 396+10) | 1 | EACH | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-40 | removal of 12' x 10' wood shed (rt. of sta. 396+11) | 1 | EACH | 1,000.00 | 1,000.00 | 50.00 | 50.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-41 | removal of 52' x 28' brick residence (rt. of sta. 398+00)(contains friable asbestos) |
1 | EACH | 6,500.00 | 6,500.00 | 50.00 | 50.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-42 | removal of 58' x 28' wood frame residence (rt. of sta. 413+70) |
1 | EACH | 2,000.00 | 2,000.00 | 50.00 | 50.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-43 | removal of 23' x 61' brick residence (rt. of. sta. 184+50)(contains friable asbestos) |
1 | EACH | 6,500.00 | 6,500.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-44 | removal of 22' x 46' brick residence (rt. of. sta. 236+60)(contains friable asbestos) |
1 | EACH | 6,500.00 | 6,500.00 | 500.00 | 500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 203-01 | general excavation | 122,159 | CUYD | 3.50 | 427,556.50 | 5.00 | 610,795.00 | 6.00 | 732,954.00 | 6.50 | 794,033.50 |
| 203-02 | drainage excavation | 1,111 | CUYD | 5.00 | 5,555.00 | 11.00 | 12,221.00 | 13.00 | 14,443.00 | 8.50 | 9,443.50 |
| 203-04 | embankment | 152,923 | CUYD | 6.25 | 955,768.75 | 10.00 | 1,529,230.00 | 11.00 | 1,682,153.00 | 8.50 | 1,299,845.50 |
| 204-02 | temporary hay or straw bales | 320 | EACH | 15.00 | 4,800.00 | 10.00 | 3,200.00 | 7.00 | 2,240.00 | 6.00 | 1,920.00 |
| 204-03 | temporary slope drains | 3,381 | LNFT | 10.00 | 33,810.00 | 11.00 | 37,191.00 | 10.00 | 33,810.00 | 5.00 | 16,905.00 |
| 204-05-A | temporary sediment check dams (hay) | 115 | EACH | 150.00 | 17,250.00 | 75.00 | 8,625.00 | 100.00 | 11,500.00 | 125.00 | 14,375.00 |
| 204-06 | temporary silt fencing | 34,585 | LNFT | 1.75 | 60,523.75 | 2.00 | 69,170.00 | 1.30 | 44,960.50 | 1.75 | 60,523.75 |
| 204-07 | temporary stone construction entrance | 4 | EACH | 2,500.00 | 10,000.00 | 2,000.00 | 8,000.00 | 1,500.00 | 6,000.00 | 3,500.00 | 14,000.00 |
| 304-01 | lime | 894.43 | TON | 150.00 | 134,164.50 | 132.00 | 118,064.76 | 120.00 | 107,331.60 | 125.00 | 111,803.75 |
| 304-04-D | lime treatment (type d) (12" thick) | 70,988 | SQYD | 1.50 | 106,482.00 | 2.08 | 147,655.04 | 1.50 | 106,482.00 | 1.50 | 106,482.00 |
| 401-01 | aggregate surface course (net section) | 560.0 | CUYD | 50.00 | 28,000.00 | 62.00 | 34,720.00 | 50.00 | 28,000.00 | 90.00 | 50,400.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,822.0 | CUYD | 35.00 | 63,770.00 | 35.00 | 63,770.00 | 60.00 | 109,320.00 | 80.00 | 145,760.00 |
| 701-01-G | cross drain pipe (18" rcp/pcp) | 1,434 | LNFT | 45.00 | 64,530.00 | 42.00 | 60,228.00 | 45.00 | 64,530.00 | 90.00 | 129,060.00 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 684 | LNFT | 60.00 | 41,040.00 | 59.00 | 40,356.00 | 60.00 | 41,040.00 | 95.00 | 64,980.00 |
| 701-01-K | cross drain pipe (30" rcp/pcp) | 600 | LNFT | 75.00 | 45,000.00 | 75.00 | 45,000.00 | 75.00 | 45,000.00 | 120.00 | 72,000.00 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 1,600 | LNFT | 90.00 | 144,000.00 | 96.00 | 153,600.00 | 90.00 | 144,000.00 | 155.00 | 248,000.00 |
| 701-01-N | cross drain pipe (42" rcp/pcp) | 1,185 | LNFT | 115.00 | 136,275.00 | 139.00 | 164,715.00 | 120.00 | 142,200.00 | 165.00 | 195,525.00 |
| 701-01-O | cross drain pipe (48" rcp/pcp) | 540 | LNFT | 145.00 | 78,300.00 | 177.00 | 95,580.00 | 150.00 | 81,000.00 | 190.00 | 102,600.00 |
| 701-02-D | cross drain pipe arch (24" equiv. rcpa) | 180 | LNFT | 75.00 | 13,500.00 | 70.00 | 12,600.00 | 75.00 | 13,500.00 | 130.00 | 23,400.00 |
| 701-02-E | cross drain pipe arch (30" equiv. rcpa) | 360 | LNFT | 90.00 | 32,400.00 | 91.00 | 32,760.00 | 85.00 | 30,600.00 | 140.00 | 50,400.00 |
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 998 | LNFT | 105.00 | 104,790.00 | 112.00 | 111,776.00 | 110.00 | 109,780.00 | 150.00 | 149,700.00 |
| 701-02-G | cross drain pipe arch (42" equiv. rcpa) | 194 | LNFT | 125.00 | 24,250.00 | 150.00 | 29,100.00 | 130.00 | 25,220.00 | 170.00 | 32,980.00 |
| 701-02-H | cross drain pipe arch (48" equiv. rcpa) | 382 | LNFT | 150.00 | 57,300.00 | 182.00 | 69,524.00 | 160.00 | 61,120.00 | 190.00 | 72,580.00 |
| 701-02-J | cross drain pipe arch (60" equiv. rcpa) | 660 | LNFT | 215.00 | 141,900.00 | 220.00 | 145,200.00 | 250.00 | 165,000.00 | 250.00 | 165,000.00 |
| 701-05-G | side drain pipe (18") | 3,950 | LNFT | 40.00 | 158,000.00 | 43.00 | 169,850.00 | 40.00 | 158,000.00 | 30.00 | 118,500.00 |
| 701-05-I | side drain pipe (24") | 226 | LNFT | 60.00 | 13,560.00 | 59.00 | 13,334.00 | 50.00 | 11,300.00 | 35.00 | 7,910.00 |
| 701-10-I | reinforced concrete pipe (extension)(24") | 100 | LNFT | 65.00 | 6,500.00 | 80.00 | 8,000.00 | 80.00 | 8,000.00 | 135.00 | 13,500.00 |
| 702-02-C | manholes (r-cb-11 mod) | 2 | EACH | 4,500.00 | 9,000.00 | 4,300.00 | 8,600.00 | 3,500.00 | 7,000.00 | 4,000.00 | 8,000.00 |
| 702-03-A | catch basins (cb-01) | 10 | EACH | 3,000.00 | 30,000.00 | 3,400.00 | 34,000.00 | 3,000.00 | 30,000.00 | 3,200.00 | 32,000.00 |
| 702-03-B | catch basins (cb-02) | 9 | EACH | 5,000.00 | 45,000.00 | 4,500.00 | 40,500.00 | 3,500.00 | 31,500.00 | 4,000.00 | 36,000.00 |
| 702-03-E | catch basins (cb-03) | 8 | EACH | 2,000.00 | 16,000.00 | 4,000.00 | 32,000.00 | 2,500.00 | 20,000.00 | 2,000.00 | 16,000.00 |
| 702-05-A | cross drain end treatment (2 barrel, 24" equiv. rcpa) | 2 | EACH | 2,000.00 | 4,000.00 | 3,500.00 | 7,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 4,000.00 |
| 702-05-B | cross drain end treatment (1 barrel, 36" rcp/pcp) | 2 | EACH | 2,100.00 | 4,200.00 | 3,500.00 | 7,000.00 | 1,300.00 | 2,600.00 | 2,000.00 | 4,000.00 |
| 702-05-C | cross drain end treatment (1 barrel, 42" equiv. rcpa) | 2 | EACH | 2,000.00 | 4,000.00 | 4,300.00 | 8,600.00 | 1,400.00 | 2,800.00 | 2,500.00 | 5,000.00 |
| 702-05-D | cross drain end treatment (1 barrel, 24" equiv. rcpa) | 2 | EACH | 1,800.00 | 3,600.00 | 1,300.00 | 2,600.00 | 900.00 | 1,800.00 | 1,750.00 | 3,500.00 |
| 702-05-E | cross drain end treatment (1 barrel, 36" equiv. rcpa) | 2 | EACH | 2,100.00 | 4,200.00 | 3,400.00 | 6,800.00 | 1,400.00 | 2,800.00 | 2,200.00 | 4,400.00 |
| 702-05-F | cross drain end treatment (2 barrels, 24" rcp/pcp) | 2 | EACH | 2,000.00 | 4,000.00 | 3,700.00 | 7,400.00 | 1,000.00 | 2,000.00 | 2,000.00 | 4,000.00 |
| 702-05-G | cross drain end treatment (2 barrels, 36" rcp/pcp) | 4 | EACH | 2,400.00 | 9,600.00 | 5,200.00 | 20,800.00 | 2,000.00 | 8,000.00 | 2,000.00 | 8,000.00 |
| 702-05-H | cross drain end treatment (2 barrels, 48" equiv. rcpa) | 1 | EACH | 4,400.00 | 4,400.00 | 5,400.00 | 5,400.00 | 3,000.00 | 3,000.00 | 4,500.00 | 4,500.00 |
| 702-05-I | cross drain end treatment (2 barrels, 30" equiv. rcpa) | 2 | EACH | 2,200.00 | 4,400.00 | 4,800.00 | 9,600.00 | 2,500.00 | 5,000.00 | 2,300.00 | 4,600.00 |
| 702-05-J | cross drain end treatment (2 barrels, 36" equiv. rcpa) | 4 | EACH | 1,200.00 | 4,800.00 | 5,200.00 | 20,800.00 | 2,400.00 | 9,600.00 | 2,500.00 | 10,000.00 |
| 702-05-K | cross drain end treatment (3 barrels, 30" rcp/pcp) | 2 | EACH | 2,400.00 | 4,800.00 | 6,200.00 | 12,400.00 | 2,500.00 | 5,000.00 | 2,300.00 | 4,600.00 |
| 702-05-L | cross drain end treatment (3 barrels, 36" rcp/pcp) | 2 | EACH | 2,700.00 | 5,400.00 | 6,800.00 | 13,600.00 | 3,400.00 | 6,800.00 | 2,500.00 | 5,000.00 |
| 702-05-M | cross drain end treatment (3 barrels, 42" rcp/pcp) | 4 | EACH | 3,000.00 | 12,000.00 | 7,300.00 | 29,200.00 | 3,600.00 | 14,400.00 | 2,800.00 | 11,200.00 |
| 702-05-N | cross drain end treatment (3 barrels, 48" rcp/pcp) | 2 | EACH | 3,500.00 | 7,000.00 | 8,000.00 | 16,000.00 | 4,500.00 | 9,000.00 | 3,200.00 | 6,400.00 |
| 702-05-O | cross drain end treatment (3 barrels, 60" equiv. rcpa) | 2 | EACH | 5,500.00 | 11,000.00 | 10,000.00 | 20,000.00 | 7,000.00 | 14,000.00 | 6,000.00 | 12,000.00 |
| 702-07-B | cross drain safety end (type 2) | 1 | EACH | 2,500.00 | 2,500.00 | 7,000.00 | 7,000.00 | 4,500.00 | 4,500.00 | 2,800.00 | 2,800.00 |
| 702-07-C | cross drain safety end (type 3) | 3 | EACH | 3,500.00 | 10,500.00 | 6,000.00 | 18,000.00 | 8,000.00 | 24,000.00 | 5,500.00 | 16,500.00 |
| 702-08-A | side drain safety end (type 1) | 11 | EACH | 1,200.00 | 13,200.00 | 1,100.00 | 12,100.00 | 1,400.00 | 15,400.00 | 1,000.00 | 11,000.00 |
| 705-01 | barbed wire fence | 7,007 | LNFT | 5.50 | 38,538.50 | 5.50 | 38,538.50 | 4.00 | 28,028.00 | 5.00 | 35,035.00 |
| 705-02 | combination mesh & barbed wire fence | 549 | LNFT | 6.00 | 3,294.00 | 6.25 | 3,431.25 | 5.50 | 3,019.50 | 5.75 | 3,156.75 |
| 705-04 | single swinging driveway gates | 4 | EACH | 450.00 | 1,800.00 | 450.00 | 1,800.00 | 500.00 | 2,000.00 | 400.00 | 1,600.00 |
| 705-05 | double swinging driveway gates | 3 | DBGT | 550.00 | 1,650.00 | 550.00 | 1,650.00 | 800.00 | 2,400.00 | 500.00 | 1,500.00 |
| 705-06-A | chain link fence (4-foot height) | 684 | LNFT | 15.00 | 10,260.00 | 14.00 | 9,576.00 | 13.00 | 8,892.00 | 13.00 | 8,892.00 |
| 705-06-C | chain link fence (6-foot height) | 123 | LNFT | 20.00 | 2,460.00 | 19.00 | 2,337.00 | 20.00 | 2,460.00 | 17.50 | 2,152.50 |
| 705-07-A | 4-foot single gates for chain link fence (4-foot height) |
1 | EACH | 800.00 | 800.00 | 800.00 | 800.00 | 700.00 | 700.00 | 750.00 | 750.00 |
| 705-09 | rebuilt fence | 452 | LNFT | 17.00 | 7,684.00 | 16.00 | 7,232.00 | 16.00 | 7,232.00 | 15.00 | 6,780.00 |
| 706-02-C | concrete drive (6" thick) | 856.5 | SQYD | 35.00 | 29,977.50 | 54.00 | 46,251.00 | 50.00 | 42,825.00 | 75.00 | 64,237.50 |
| 706-03-A | incidental concrete paving (4" thick) | 214.0 | SQYD | 50.00 | 10,700.00 | 58.00 | 12,412.00 | 46.00 | 9,844.00 | 40.00 | 8,560.00 |
| 707-03 | combination concrete curb & gutter | 1,293.0 | LNFT | 20.00 | 25,860.00 | 22.50 | 29,092.50 | 22.00 | 28,446.00 | 24.00 | 31,032.00 |
| 708-01 | right-of-way monument | 60 | EACH | 300.00 | 18,000.00 | 110.00 | 6,600.00 | 120.00 | 7,200.00 | 200.00 | 12,000.00 |
| 708-02 | right-of-way monument witness post | 60 | EACH | 300.00 | 18,000.00 | 110.00 | 6,600.00 | 120.00 | 7,200.00 | 90.00 | 5,400.00 |
| 711-01-B | riprap (10 lb, 12" thick) | 689 | SQYD | 75.00 | 51,675.00 | 65.00 | 44,785.00 | 100.00 | 68,900.00 | 55.00 | 37,895.00 |
| 712-01-C | concrete cast-in-place revetment (6" thick) | 160 | SQYD | 175.00 | 28,000.00 | 134.00 | 21,440.00 | 110.00 | 17,600.00 | 100.00 | 16,000.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | 25,000.00 | 25,000.00 | 200,000.00 | 200,000.00 | 375,000.00 | 375,000.00 |
| 713-03-E | temporary pavement markings (24" width) | 2,253 | LNFT | 1.00 | 2,253.00 | 0.64 | 1,441.92 | 0.60 | 1,351.80 | 1.50 | 3,379.50 |
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
8.253 | MILE | 550.00 | 4,539.15 | 138.00 | 1,138.91 | 800.00 | 6,602.40 | 250.00 | 2,063.25 |
| 713-04-A-01 | temporary pavement markings (broken line)(4" width)(4' length)(type 1 removable) |
0.250 | MILE | 4,500.00 | 1,125.00 | 261.00 | 65.25 | 4,000.00 | 1,000.00 | 3,950.00 | 987.50 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 16.495 | MILE | 800.00 | 13,196.00 | 536.00 | 8,841.32 | 500.00 | 8,247.50 | 650.00 | 10,721.75 |
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
0.250 | MILE | 2,500.00 | 625.00 | 14,150.00 | 3,537.50 | 14,000.00 | 3,500.00 | 10,500.00 | 2,625.00 |
| 713-06-A | temporary pavement legends and symbols (arrow) | 1 | EACH | 60.00 | 60.00 | 43.00 | 43.00 | 40.00 | 40.00 | 200.00 | 200.00 |
| 713-06-B | temporary pavement legends and symbols (double arrow) | 4 | EACH | 75.00 | 300.00 | 43.00 | 172.00 | 40.00 | 160.00 | 100.00 | 400.00 |
| 713-06-C | temporary pavement legends and symbols (only) | 3 | EACH | 60.00 | 180.00 | 43.00 | 129.00 | 40.00 | 120.00 | 100.00 | 300.00 |
| 716-01-A | mulch (vegetative) | 17.28 | ACRE | 650.00 | 11,232.00 | 650.00 | 11,232.00 | 600.00 | 10,368.00 | 650.00 | 11,232.00 |
| 717-01 | seeding | 2,933 | LB | 8.00 | 23,464.00 | 7.50 | 21,997.50 | 7.00 | 20,531.00 | 7.00 | 20,531.00 |
| 718-01 | fertilizer | 97,800 | LB | 0.40 | 39,120.00 | 0.38 | 37,164.00 | 0.25 | 24,450.00 | 0.25 | 24,450.00 |
| 720-01-A | erosion control system, slope protection (type a) | 82,005 | SQYD | 1.00 | 82,005.00 | 1.00 | 82,005.00 | 1.10 | 90,205.50 | 1.25 | 102,506.25 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 20,000.00 | 20,000.00 | 5,000.00 | 5,000.00 | 30,000.00 | 30,000.00 | 27,000.00 | 27,000.00 |
| 724-01-C | pavement patching (14" minimum thickness) | 3,490 | SQYD | 65.00 | 226,850.00 | 57.00 | 198,930.00 | 70.00 | 244,300.00 | 75.00 | 261,750.00 |
| 725-01 | temporary detour roads | 200.0 | LNFT | 400.00 | 80,000.00 | 210.00 | 42,000.00 | 200.00 | 40,000.00 | 400.00 | 80,000.00 |
| 726-01 | bedding material | 1,994.7 | CUYD | 40.00 | 79,788.00 | 59.00 | 117,687.30 | 55.00 | 109,708.50 | 90.00 | 179,523.00 |
| 727-01 | mobilization | lump | LUMP | 750,000.00 | 750,000.00 | 1,000,000.00 | 1,000,000.00 | 1,400,000.00 | 1,400,000.00 | 1,500,000.00 | 1,500,000.00 |
| 729-16-C | object marker assembly (type 3) | 44 | EACH | 60.00 | 2,640.00 | 90.00 | 3,960.00 | 70.00 | 3,080.00 | 65.00 | 2,860.00 |
| 731-02 | reflectorized raised pavement markers | 2,437 | EACH | 5.50 | 13,403.50 | 4.00 | 9,748.00 | 4.00 | 9,748.00 | 8.00 | 19,496.00 |
| 732-01-C | plastic pavement striping (8" width) | 4,197 | LNFT | 1.00 | 4,197.00 | 0.86 | 3,609.42 | 0.60 | 2,518.20 | 2.00 | 8,394.00 |
| 732-01-E | plastic pavement striping (24" width) | 1,320 | LNFT | 3.00 | 3,960.00 | 2.57 | 3,392.40 | 2.40 | 3,168.00 | 6.50 | 8,580.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 24.822 | MILE | 2,500.00 | 62,055.00 | 2,000.00 | 49,644.00 | 2,000.00 | 49,644.00 | 3,350.00 | 83,153.70 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 20 | EACH | 100.50 | 2,010.00 | 128.00 | 2,560.00 | 120.00 | 2,400.00 | 250.00 | 5,000.00 |
| 732-04-B | plastic pavement legends & symbols (double arrow) | 2 | EACH | 225.00 | 450.00 | 128.00 | 256.00 | 120.00 | 240.00 | 550.00 | 1,100.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 18 | EACH | 200.00 | 3,600.00 | 128.00 | 2,304.00 | 120.00 | 2,160.00 | 350.00 | 6,300.00 |
| 732-05 | removal of existing markings | 6.205 | MILE | 5,000.00 | 31,025.00 | 2,500.00 | 15,512.50 | 2,400.00 | 14,892.00 | 4,150.00 | 25,750.75 |
| 735-01 | mailboxes | 84 | EACH | 10.00 | 840.00 | 12.00 | 1,008.00 | 1.00 | 84.00 | 1.00 | 84.00 |
| 735-02 | mailbox supports (single) | 69 | EACH | 150.00 | 10,350.00 | 150.00 | 10,350.00 | 130.00 | 8,970.00 | 125.00 | 8,625.00 |
| 735-03 | mailbox supports (double) | 6 | EACH | 200.00 | 1,200.00 | 250.00 | 1,500.00 | 180.00 | 1,080.00 | 175.00 | 1,050.00 |
| 735-04 | mailbox supports (multiple) | 1 | EACH | 400.00 | 400.00 | 550.00 | 550.00 | 350.00 | 350.00 | 350.00 | 350.00 |
| 736-01 | trenching and backfilling | 50 | LNFT | 5.50 | 275.00 | 6.00 | 300.00 | 5.00 | 250.00 | 5.00 | 250.00 |
| 736-04-A | signal support (32' strain pole) | 4 | EACH | 6,500.00 | 26,000.00 | 6,500.00 | 26,000.00 | 6,000.00 | 24,000.00 | 6,000.00 | 24,000.00 |
| 736-05-A | signal heads (1-section, 12" lens, led indication (r) | 2 | EACH | 550.00 | 1,100.00 | 550.00 | 1,100.00 | 500.00 | 1,000.00 | 500.00 | 1,000.00 |
| 736-05-B | signal heads (1-section, 12" lens, led indication (y) | 4 | EACH | 550.00 | 2,200.00 | 550.00 | 2,200.00 | 500.00 | 2,000.00 | 500.00 | 2,000.00 |
| 736-06 | signal service | 1 | EACH | 1,600.00 | 1,600.00 | 1,600.00 | 1,600.00 | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 |
| 736-08-A | signal controller (flasher) | 1 | EACH | 1,100.00 | 1,100.00 | 1,100.00 | 1,100.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 |
| 736-10-A | underground junction box (type e) | 2 | EACH | 550.00 | 1,100.00 | 550.00 | 1,100.00 | 500.00 | 1,000.00 | 500.00 | 1,000.00 |
| 736-11-A | conduit (2" schedule 80) | 50 | LNFT | 11.00 | 550.00 | 11.00 | 550.00 | 10.00 | 500.00 | 10.00 | 500.00 |
| 736-12-A | conductor (3c power) | 65 | LNFT | 5.50 | 357.50 | 6.00 | 390.00 | 5.00 | 325.00 | 5.00 | 325.00 |
| 736-12-B | conductor (4c signal) | 330 | LNFT | 2.20 | 726.00 | 2.25 | 742.50 | 2.00 | 660.00 | 2.00 | 660.00 |
| 740-01 | construction layout | lump | LUMP | 200,000.00 | 200,000.00 | 50,000.00 | 50,000.00 | 250,000.00 | 250,000.00 | 340,000.00 | 340,000.00 |
| 744-01 | traffic control management | lump | LUMP | 30,000.00 | 30,000.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | 125,000.00 | 125,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 10.59 | CUYD | 1,500.00 | 15,885.00 | 965.00 | 10,219.35 | 1,200.00 | 12,708.00 | 1,000.00 | 10,590.00 |
| 805-12-C-01 | reinforced concrete box culverts (extension)(6' x 3') | 115.0 | LNFT | 375.00 | 43,125.00 | 590.00 | 67,850.00 | 300.00 | 34,500.00 | 350.00 | 40,250.00 |
| 805-12-Y-01 | reinforced concrete box culverts (extension)(6' x 2') | 124.0 | LNFT | 375.00 | 46,500.00 | 560.00 | 69,440.00 | 260.00 | 32,240.00 | 325.00 | 40,300.00 |
| 805-12-Z-01 | reinforced concrete box culverts (extension)(4' x 2') | 110.0 | LNFT | 250.00 | 27,500.00 | 450.00 | 49,500.00 | 270.00 | 29,700.00 | 300.00 | 33,000.00 |
| 806-01 | deformed reinforcing steel | 997 | LB | 0.80 | 797.60 | 2.00 | 1,994.00 | 2.00 | 1,994.00 | 7.00 | 6,979.00 |
| S-001 | rumble strips (ground-in) | 12.4 | MILE | 1,000.00 | 12,400.00 | 1,200.00 | 14,880.00 | 700.00 | 8,680.00 | 555.00 | 6,882.00 |
| S-002 | plugging existing water well | 1 | EACH | 5,500.00 | 5,500.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 1,500.00 | 1,500.00 |
| SUBTOTAL GENERAL | 5,872,170.15 | 7,132,688.52 | 8,554,005.00 | 8,612,474.65 | |||||||
| ALTERNATE A | |||||||||||
| ALTERNATE A1 | |||||||||||
| 302-02-C-01 | class ii base course (10" thick)(stone or recycled pccp) |
47,879.2 | SQYD | 18.00 | 861,825.60 | 20.00 | 957,584.00 | 17.00 | 813,946.40 | 27.00 | 1,292,738.40 |
| 302-02-E-01 | class ii base course (4" thick)(stone or recycled pccp) | 126,205.5 | SQYD | 8.00 | 1,009,644.00 | 7.00 | 883,438.50 | 9.00 | 1,135,849.50 | 9.00 | 1,135,849.50 |
| 302-02-F-01 | class ii base course (8" thick)(soil cement) | 126,205.5 | SQYD | 9.75 | 1,230,503.62 | 8.25 | 1,041,195.37 | 11.00 | 1,388,260.50 | 11.00 | 1,388,260.50 |
| 502-01 | superpave asphaltic concrete | 36,636.0 | TON | 50.00 | 1,831,800.00 | 48.00 | 1,758,528.00 | 60.00 | 2,198,160.00 | 65.00 | 2,381,340.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
9,393.3 | TON | 70.00 | 657,531.00 | 64.00 | 601,171.20 | 82.00 | 770,250.60 | 75.00 | 704,497.50 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 12.303 | MILE | 700.00 | 8,612.10 | 800.00 | 9,842.40 | 750.00 | 9,227.25 | 1,200.00 | 14,763.60 |
| SUBTOTAL ALT A1 | 5,599,916.32 | 5,251,759.47 | 6,315,694.25 | 6,917,449.50 | |||||||
| ALTERNATE A2 | |||||||||||
| 302-02-C-01 | class ii base course (10" thick)(stone or recycled pccp) |
47,879.2 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 302-02-E-01 | class ii base course (4" thick)(stone or recycled pccp) | 126,205.5 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 302-02-F-01 | class ii base course (8" thick)(soil cement) | 126,205.5 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 502-01 | superpave asphaltic concrete | 4,758.0 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
2,241.0 | 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) | 96,600.0 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 601-02-G | portland cement concrete pavement (8" thick) (crossovers and turnouts) |
21,673.3 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 601-04 | portland cement concrete pavement coring | 63 | EACH | 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) | 6.098 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 732-03-A-01 | plastic pvmt striping (broken line)(4"width)preformed marking tape (type v) |
6.205 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| CONTRACTOR TOTAL | 11,472,086.47 | 12,384,447.99 | 14,869,699.25 | 15,529,924.15 | |||||||