| |||
| Lead Project: 023-04-0017 | |||
| Parish: WINN | |||
| Routes: US 167 | |||
| Description: GRANT PARISH LINE - WINNFIELD | |||
| Type Const:
grading, drainage structures, lime treatment, class ii base course, superpave asphaltic concrete pavement, concrete girder bridge, concrete slab span bridge & related work. | |||
| Estimated Construction Cost: $27,573,516.62 | |||
| Maximum Number of Days Allowed for Construction: 690 | |||
| Calculated Daily User Cost: $3,650.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $27,961,357.89 | 675 | $30,425,107.89 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $28,958,356.98 | 690 | $31,476,856.98 |
| 3 | 39462 | DENTON-JAMES LLC | $28,980,181.30 | 690 | $31,498,681.30 |
| 4 | 05789 | D & J CONSTRUCTION CO., INC. | $29,607,468.35 | 690 | $32,125,968.35 |
| 5 | 42076 | AUSTIN BRIDGE & ROAD, LP | $31,330,983.41 | 690 | $33,849,483.41 |
| 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 - D & J CONSTRUCTION CO., INC. |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 550,000.00 | 550,000.00 | 400,000.00 | 400,000.00 | 900,000.00 | 900,000.00 | 750,000.00 | 750,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 95,000.00 | 95,000.00 | 100,000.00 | 100,000.00 | 200,000.00 | 200,000.00 | 100,000.00 | 100,000.00 |
| 202-02-B-01 | removal of concrete box culverts (sta. 144+67; 2-6' x 6' x 45') |
1 | EACH | 8,000.00 | 8,000.00 | 14,000.00 | 14,000.00 | 7,000.00 | 7,000.00 | 7,500.00 | 7,500.00 |
| 202-02-B-02 | removal of concrete box culverts (sta. 263+25; 6' x 6' x 60') |
1 | EACH | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 202-02-B-03 | removal of concrete box culverts (sta. 270+81; 2-4.5' x 4.5' x 54') |
1 | EACH | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 |
| 202-02-B-04 | removal of concrete box culverts (sta. 348+32; 2-6' x 6' x 51') |
1 | EACH | 4,000.00 | 4,000.00 | 18,000.00 | 18,000.00 | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 |
| 202-02-C | removal of portland cement concrete pavement | 4,582 | SQYD | 6.00 | 27,492.00 | 4.50 | 20,619.00 | 5.00 | 22,910.00 | 6.00 | 27,492.00 |
| 202-02-D | removal of concrete walks & drives | 890 | SQYD | 10.00 | 8,900.00 | 7.00 | 6,230.00 | 10.00 | 8,900.00 | 11.00 | 9,790.00 |
| 202-02-G | removal of surfacing & stabilized base | 16,711.8 | SQYD | 4.25 | 71,025.15 | 6.00 | 100,270.80 | 4.50 | 75,203.10 | 3.50 | 58,491.30 |
| 202-02-H | removal of guard rail | 531 | LNFT | 12.00 | 6,372.00 | 7.00 | 3,717.00 | 6.00 | 3,186.00 | 5.00 | 2,655.00 |
| 202-02-01 | removal of 47.5' x 43.2' wood frame residence on piers (rt. of sta. 119+70) |
1 | EACH | 4,500.00 | 4,500.00 | 4,000.00 | 4,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-02 | removal of kisatchie national forest sign (lt. of sta. 211+90) |
1 | EACH | 1,500.00 | 1,500.00 | 30.00 | 30.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-03 | removal of 24.7' x 14.9' wood frame residence (rt. of sta. 251+36) |
1 | EACH | 2,000.00 | 2,000.00 | 4,000.00 | 4,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-04 | removal of shed (lt. of sta. 255+00) | 1 | EACH | 800.00 | 800.00 | 600.00 | 600.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-05 | removal of barn (lt. of sta. 255+00) | 1 | EACH | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-06 | removal of 20.4' x 66.6' wood frame residence (lt. of sta. 256+09) |
1 | EACH | 3,200.00 | 3,200.00 | 3,500.00 | 3,500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-07 | removal of 60.7' x 25.2' wood frame residence on piers (lt. of sta. 297+93) |
1 | EACH | 3,500.00 | 3,500.00 | 3,500.00 | 3,500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-08 | removal of 23.5' x 28.0' wood frame workshop on slab (lt. of sta. 298+14) |
1 | EACH | 1,200.00 | 1,200.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-09 | removal of 14.4' x 18.3' shed (lt. of sta. 298+17) | 1 | EACH | 800.00 | 800.00 | 600.00 | 600.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-10 | removal of 52.6' x 24.4' wood frame residence on piers (lt. of sta. 328+32) (contains friable & non-friable asbestos) |
1 | EACH | 3,200.00 | 3,200.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-11 | removal of 25.0' x 12.0' tin barn (lt. of sta. 333+25) | 1 | EACH | 1,600.00 | 1,600.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-12 | removal of 38.0' x 33.8' metal barn (lt. of sta. 359+12) |
1 | EACH | 3,100.00 | 3,100.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-13 | removal of 25.9' x 40.7' metal building and carport (lt. of sta. 361+01) |
1 | EACH | 3,200.00 | 3,200.00 | 1,200.00 | 1,200.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-14 | removal of 26.4' x 42.5' tin shed (lt. of sta. 368+00) | 1 | EACH | 2,000.00 | 2,000.00 | 600.00 | 600.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-15 | removal of 26.8' x 22.4' tin shed (lt. of sta. 368+53) | 1 | EACH | 1,700.00 | 1,700.00 | 600.00 | 600.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-16 | removal of 11.6' x 60.5' trailer and deck (lt. of sta. 369+11) |
1 | EACH | 2,400.00 | 2,400.00 | 4,000.00 | 4,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-17 | removal of 8.3' x 16.3' shed (lt. of sta. 369+36) | 1 | EACH | 700.00 | 700.00 | 600.00 | 600.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-18 | removal of 7.2' x 5.9' wood shed (lt. of sta. 370+41) | 1 | EACH | 650.00 | 650.00 | 600.00 | 600.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-19 | removal of 29.7' x 66.1' brick residence on concrete slab (lt. of sta. 371+36.50)(contains non-friable asbestos) |
1 | EACH | 4,700.00 | 4,700.00 | 4,000.00 | 4,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-20 | removal of 19.4' x 23.3' wood frame shed (lt. of sta. 372+33) |
1 | EACH | 1,000.00 | 1,000.00 | 600.00 | 600.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-21 | removal of 7.8' x 16.1' metal building (lt. of sta. 372+83) |
1 | EACH | 1,600.00 | 1,600.00 | 600.00 | 600.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-22 | removal of 11.9' x 20.1' wood shed (rt. of sta. 377+82.50) |
1 | EACH | 1,300.00 | 1,300.00 | 600.00 | 600.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-23 | removal of 33.0' x 42.4' wood frame barn (lt. of sta. 378+00) |
1 | EACH | 3,200.00 | 3,200.00 | 1,200.00 | 1,200.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-24 | removal of 23.9' x 38.6' wood frame residence (lt. of sta. 379+07) (contains non-friable asbestos) |
1 | EACH | 2,700.00 | 2,700.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-25 | removal of 10.5' x 15.9' wood shed (lt. of sta. 379+00) | 1 | EACH | 1,500.00 | 1,500.00 | 600.00 | 600.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-26 | removal of 24.1' x 51.9' wood framae residence on piers (lt. of sta. 381+62)(contains non-friable asbestos) |
1 | EACH | 3,100.00 | 3,100.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-27 | removal of 15.0' x 26.4' shed (lt. of sta. 381+66) | 1 | EACH | 1,700.00 | 1,700.00 | 600.00 | 600.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-28 | removal of 20.0' x 35.6' wood frame residence (lt. of sta. 383+04) |
1 | EACH | 2,400.00 | 2,400.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-29 | removal of 14.3' x 16.9' shed (lt. of sta. 384+88) | 1 | EACH | 1,700.00 | 1,700.00 | 600.00 | 600.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-30 | removal of 10.0' x 20.0' deck (lt. of sta. 385+07) | 1 | EACH | 700.00 | 700.00 | 400.00 | 400.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-31 | removal of 14.7' x 19.0' canopy (lt. of sta. 385+13) | 1 | EACH | 1,000.00 | 1,000.00 | 600.00 | 600.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-32 | removal of 23.0' x 30.0' metal shed (lt. of sta. 401+39) |
1 | EACH | 1,200.00 | 1,200.00 | 600.00 | 600.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-33 | removal of 41.7' x 100.2' metal building (lt. of sta. 403+25.50) |
1 | EACH | 7,600.00 | 7,600.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-34 | removal of 34.5' x 61.1' wood frame residence on slab (lt. of sta. 421+12) |
1 | EACH | 4,500.00 | 4,500.00 | 3,500.00 | 3,500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-35 | removal of 20.3' x 20.9' wood shed with tin roof (lt. of sta. 421+29) |
1 | EACH | 1,400.00 | 1,400.00 | 600.00 | 600.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-36 | removal of 17.6' x 37.3' wood shed with tin roof (lt. of sta. 421+63.50) |
1 | EACH | 1,400.00 | 1,400.00 | 600.00 | 600.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 202-02-37 | removal of 30.1' x 41.1' metal building on slab (lt. of sta. 426+02) |
1 | EACH | 1,300.00 | 1,300.00 | 3,000.00 | 3,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 203-01 | general excavation | 546,192 | CUYD | 3.60 | 1,966,291.20 | 3.75 | 2,048,220.00 | 3.60 | 1,966,291.20 | 4.00 | 2,184,768.00 |
| 203-02 | drainage excavation | 1,393 | CUYD | 13.25 | 18,457.25 | 10.00 | 13,930.00 | 12.00 | 16,716.00 | 8.00 | 11,144.00 |
| 203-03 | muck excavation | 3,675 | CUYD | 15.00 | 55,125.00 | 10.00 | 36,750.00 | 12.00 | 44,100.00 | 12.00 | 44,100.00 |
| 203-04 | embankment | 742,075 | CUYD | 6.70 | 4,971,902.50 | 6.00 | 4,452,450.00 | 6.50 | 4,823,487.50 | 7.00 | 5,194,525.00 |
| 203-05 | nonplastic embankment | 143 | CUYD | 180.00 | 25,740.00 | 100.00 | 14,300.00 | 200.00 | 28,600.00 | 100.00 | 14,300.00 |
| 203-09 | geotextile fabric | 922 | SQYD | 4.00 | 3,688.00 | 2.00 | 1,844.00 | 2.00 | 1,844.00 | 2.50 | 2,305.00 |
| 204-02 | temporary hay or straw bales | 238 | EACH | 20.00 | 4,760.00 | 20.00 | 4,760.00 | 9.50 | 2,261.00 | 12.00 | 2,856.00 |
| 204-03 | temporary slope drains | 1,604 | LNFT | 15.00 | 24,060.00 | 20.00 | 32,080.00 | 10.00 | 16,040.00 | 8.00 | 12,832.00 |
| 204-05-A | temporary sediment check dams (hay) | 735 | EACH | 130.00 | 95,550.00 | 200.00 | 147,000.00 | 100.00 | 73,500.00 | 110.00 | 80,850.00 |
| 204-05-B | temporary sediment check dams (stone) | 284 | EACH | 640.00 | 181,760.00 | 600.00 | 170,400.00 | 600.00 | 170,400.00 | 325.00 | 92,300.00 |
| 204-06 | temporary silt fencing | 80,000 | LNFT | 1.60 | 128,000.00 | 3.50 | 280,000.00 | 1.40 | 112,000.00 | 2.00 | 160,000.00 |
| 302-02-B-01 | class ii base course (8 1/2" thick)(stone or recycled pccp) |
6,801.8 | SQYD | 28.00 | 190,450.40 | 25.00 | 170,045.00 | 27.00 | 183,648.60 | 30.00 | 204,054.00 |
| 302-02-E-01 | class ii base course (4" thick)(stone or recycled pccp) | 195,664.8 | SQYD | 11.00 | 2,152,312.80 | 10.75 | 2,103,396.60 | 12.00 | 2,347,977.60 | 10.00 | 1,956,648.00 |
| 302-02-F-01 | class ii base course (8" thick)(soil cement) | 173,875.6 | SQYD | 9.00 | 1,564,880.40 | 10.50 | 1,825,693.80 | 9.50 | 1,651,818.20 | 10.00 | 1,738,756.00 |
| 304-01 | lime | 1,231.94 | TON | 0.01 | 12.32 | 1.00 | 1,231.94 | 125.00 | 153,992.50 | 75.00 | 92,395.50 |
| 304-04-D | lime treatment (type d) (12" thick) | 86,909 | SQYD | 0.01 | 869.09 | 1.00 | 86,909.00 | 1.00 | 86,909.00 | 0.50 | 43,454.50 |
| 401-01 | aggregate surface course (net section) | 5,102.1 | CUYD | 90.00 | 459,189.00 | 80.00 | 408,168.00 | 60.00 | 306,126.00 | 95.00 | 484,699.50 |
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
362 | CUYD | 94.00 | 34,028.00 | 85.00 | 30,770.00 | 55.00 | 19,910.00 | 135.00 | 48,870.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 2,000.0 | CUYD | 65.00 | 130,000.00 | 70.00 | 140,000.00 | 70.00 | 140,000.00 | 75.00 | 150,000.00 |
| 502-01 | superpave asphaltic concrete | 37,949.0 | TON | 78.50 | 2,978,996.50 | 80.00 | 3,035,920.00 | 84.00 | 3,187,716.00 | 82.00 | 3,111,818.00 |
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
7,350.5 | TON | 105.00 | 771,802.50 | 120.00 | 882,060.00 | 130.00 | 955,565.00 | 95.00 | 698,297.50 |
| 701-01-I | cross drain pipe (24" rcp/pcp) | 1,332 | LNFT | 90.00 | 119,880.00 | 90.00 | 119,880.00 | 80.00 | 106,560.00 | 70.00 | 93,240.00 |
| 701-01-M | cross drain pipe (36" rcp/pcp) | 76 | LNFT | 145.00 | 11,020.00 | 135.00 | 10,260.00 | 120.00 | 9,120.00 | 125.00 | 9,500.00 |
| 701-01-N | cross drain pipe (42" rcp/pcp) | 228 | LNFT | 165.00 | 37,620.00 | 205.00 | 46,740.00 | 160.00 | 36,480.00 | 185.00 | 42,180.00 |
| 701-01-O-01 | cross drain pipe (48" rcp)(class v) | 460 | LNFT | 200.00 | 92,000.00 | 275.00 | 126,500.00 | 200.00 | 92,000.00 | 235.00 | 108,100.00 |
| 701-01-S-01 | cross drain pipe (72" rcp)(class iv) | 400 | LNFT | 370.00 | 148,000.00 | 440.00 | 176,000.00 | 400.00 | 160,000.00 | 305.00 | 122,000.00 |
| 701-01-U | cross drain pipe (84" rcp/pcp) | 280 | LNFT | 420.00 | 117,600.00 | 525.00 | 147,000.00 | 450.00 | 126,000.00 | 455.00 | 127,400.00 |
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 172 | LNFT | 170.00 | 29,240.00 | 160.00 | 27,520.00 | 160.00 | 27,520.00 | 155.00 | 26,660.00 |
| 701-02-N | cross drain pipe arch (84" equiv. rcpa) | 400 | LNFT | 440.00 | 176,000.00 | 575.00 | 230,000.00 | 500.00 | 200,000.00 | 455.00 | 182,000.00 |
| 701-03-G | storm drain pipe (18" rcp/pcp) | 376 | LNFT | 65.00 | 24,440.00 | 85.00 | 31,960.00 | 45.00 | 16,920.00 | 50.00 | 18,800.00 |
| 701-03-I | storm drain pipe (24" rcp/pcp) | 2,372 | LNFT | 80.00 | 189,760.00 | 100.00 | 237,200.00 | 70.00 | 166,040.00 | 65.00 | 154,180.00 |
| 701-03-K | storm drain pipe (30" rcp/pcp) | 88 | LNFT | 95.00 | 8,360.00 | 115.00 | 10,120.00 | 75.00 | 6,600.00 | 80.00 | 7,040.00 |
| 701-05-G | side drain pipe (18") | 1,064 | LNFT | 45.00 | 47,880.00 | 75.00 | 79,800.00 | 40.00 | 42,560.00 | 55.00 | 58,520.00 |
| 701-05-I | side drain pipe (24") | 292 | LNFT | 60.00 | 17,520.00 | 90.00 | 26,280.00 | 50.00 | 14,600.00 | 70.00 | 20,440.00 |
| 701-05-I-01 | side drain pipe (24")(erosion or bridge drain) | 148 | LNFT | 80.00 | 11,840.00 | 90.00 | 13,320.00 | 60.00 | 8,880.00 | 70.00 | 10,360.00 |
| 701-05-K | side drain pipe (30") | 132 | LNFT | 78.00 | 10,296.00 | 110.00 | 14,520.00 | 60.00 | 7,920.00 | 85.00 | 11,220.00 |
| 701-10-I | reinforced concrete pipe (extension)(24") | 22 | LNFT | 135.00 | 2,970.00 | 125.00 | 2,750.00 | 220.00 | 4,840.00 | 85.00 | 1,870.00 |
| 702-02-B | manholes (r-cb-11) | 1 | EACH | 3,200.00 | 3,200.00 | 4,100.00 | 4,100.00 | 5,000.00 | 5,000.00 | 4,200.00 | 4,200.00 |
| 702-02-G | manholes (r-cb-38) | 3 | EACH | 6,000.00 | 18,000.00 | 9,000.00 | 27,000.00 | 10,000.00 | 30,000.00 | 5,200.00 | 15,600.00 |
| 702-03-A | catch basins (cb-01) | 35 | EACH | 2,500.00 | 87,500.00 | 4,500.00 | 157,500.00 | 2,500.00 | 87,500.00 | 3,200.00 | 112,000.00 |
| 702-03-B | catch basins (cb-02) | 1 | EACH | 3,000.00 | 3,000.00 | 4,500.00 | 4,500.00 | 3,500.00 | 3,500.00 | 3,700.00 | 3,700.00 |
| 702-07-B | cross drain safety end (type 2) | 1 | EACH | 8,000.00 | 8,000.00 | 6,000.00 | 6,000.00 | 4,000.00 | 4,000.00 | 2,700.00 | 2,700.00 |
| 702-08-A | side drain safety end (type 1) | 1 | EACH | 3,000.00 | 3,000.00 | 2,800.00 | 2,800.00 | 1,000.00 | 1,000.00 | 1,800.00 | 1,800.00 |
| 704-03 | blocked out guard rail | 1,043.8 | LNFT | 21.00 | 21,919.80 | 20.00 | 20,876.00 | 18.00 | 18,788.40 | 19.00 | 19,832.20 |
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 63.00 | 12,600.00 | 55.00 | 11,000.00 | 50.00 | 10,000.00 | 55.00 | 11,000.00 |
| 704-11-A | guard rail end treatment (flared) | 6 | EACH | 2,300.00 | 13,800.00 | 2,200.00 | 13,200.00 | 2,000.00 | 12,000.00 | 2,000.00 | 12,000.00 |
| 704-11-B | guard rail end treatment (tangent) | 2 | EACH | 2,700.00 | 5,400.00 | 3,000.00 | 6,000.00 | 2,500.00 | 5,000.00 | 2,300.00 | 4,600.00 |
| 705-01 | barbed wire fence | 4,125 | LNFT | 6.00 | 24,750.00 | 6.00 | 24,750.00 | 5.50 | 22,687.50 | 5.00 | 20,625.00 |
| 705-02 | combination mesh & barbed wire fence | 4,581 | LNFT | 6.80 | 31,150.80 | 6.00 | 27,486.00 | 6.00 | 27,486.00 | 5.50 | 25,195.50 |
| 705-04 | single swinging driveway gates | 3 | EACH | 585.00 | 1,755.00 | 450.00 | 1,350.00 | 500.00 | 1,500.00 | 450.00 | 1,350.00 |
| 705-06-A | chain link fence (4-foot height) | 243 | LNFT | 21.00 | 5,103.00 | 17.00 | 4,131.00 | 20.00 | 4,860.00 | 16.00 | 3,888.00 |
| 705-06-B | chain link fence (5-foot height) | 336 | LNFT | 23.00 | 7,728.00 | 18.00 | 6,048.00 | 22.00 | 7,392.00 | 16.00 | 5,376.00 |
| 705-07-A | 12-foot single gates for chain link fence (4-foot height) |
1 | EACH | 1,200.00 | 1,200.00 | 1,100.00 | 1,100.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 |
| 706-02-C | concrete drive (6" thick) | 304.0 | SQYD | 85.00 | 25,840.00 | 65.00 | 19,760.00 | 65.00 | 19,760.00 | 50.00 | 15,200.00 |
| 708-01 | right-of-way monument | 109 | EACH | 400.00 | 43,600.00 | 100.00 | 10,900.00 | 120.00 | 13,080.00 | 200.00 | 21,800.00 |
| 708-02 | right-of-way monument witness post | 109 | EACH | 400.00 | 43,600.00 | 100.00 | 10,900.00 | 120.00 | 13,080.00 | 120.00 | 13,080.00 |
| 711-01-B | riprap (10 lb, 12" thick) | 3,738 | SQYD | 55.00 | 205,590.00 | 80.00 | 299,040.00 | 45.00 | 168,210.00 | 70.00 | 261,660.00 |
| 711-01-D | riprap (55 lb, 24" thick) | 658 | SQYD | 110.00 | 72,380.00 | 85.00 | 55,930.00 | 75.00 | 49,350.00 | 70.00 | 46,060.00 |
| 711-01-E | riprap (130 lb, 36" thick) | 206 | SQYD | 140.00 | 28,840.00 | 125.00 | 25,750.00 | 120.00 | 24,720.00 | 90.00 | 18,540.00 |
| 712-01-A | concrete cast-in-place revetment (4" thick) | 19,971 | SQYD | 62.00 | 1,238,202.00 | 50.00 | 998,550.00 | 42.00 | 838,782.00 | 45.00 | 898,695.00 |
| 712-01-C | concrete cast-in-place revetment (6" thick) | 396 | SQYD | 75.00 | 29,700.00 | 60.00 | 23,760.00 | 90.00 | 35,640.00 | 55.00 | 21,780.00 |
| 712-04 | flexible revetment | 492 | SQYD | 60.00 | 29,520.00 | 60.00 | 29,520.00 | 45.00 | 22,140.00 | 60.00 | 29,520.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 250,000.00 | 250,000.00 | 250,000.00 | 250,000.00 | 300,000.00 | 300,000.00 | 1,225,000.00 | 1,225,000.00 |
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.307 | MILE | 540.00 | 3,405.78 | 330.00 | 2,081.31 | 300.00 | 1,892.10 | 250.00 | 1,576.75 |
| 713-05-A | temporary pavement markings (solid line)(4" width) | 27.923 | MILE | 900.00 | 25,130.70 | 650.00 | 18,149.95 | 600.00 | 16,753.80 | 500.00 | 13,961.50 |
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
0.250 | MILE | 17,600.00 | 4,400.00 | 14,500.00 | 3,625.00 | 13,000.00 | 3,250.00 | 8,000.00 | 2,000.00 |
| 713-07 | temporary reflectorized raised pavement markers | 2,354 | EACH | 1.40 | 3,295.60 | 0.42 | 988.68 | 4.00 | 9,416.00 | 3.50 | 8,239.00 |
| 713-08 | temporary precast concrete barrier (contractor furnished) |
26 | EACH | 1,200.00 | 31,200.00 | 900.00 | 23,400.00 | 1,200.00 | 31,200.00 | 1,200.00 | 31,200.00 |
| 716-01-A | mulch (vegetative) | 121.20 | ACRE | 800.00 | 96,960.00 | 750.00 | 90,900.00 | 700.00 | 84,840.00 | 675.00 | 81,810.00 |
| 717-01 | seeding | 7,272 | LB | 8.00 | 58,176.00 | 8.00 | 58,176.00 | 7.00 | 50,904.00 | 7.20 | 52,358.40 |
| 718-01 | fertilizer | 121,200 | LB | 0.30 | 36,360.00 | 0.35 | 42,420.00 | 0.25 | 30,300.00 | 0.34 | 41,208.00 |
| 720-01-A | erosion control system, slope protection (type a) | 68,238 | SQYD | 1.20 | 81,885.60 | 1.20 | 81,885.60 | 1.00 | 68,238.00 | 1.10 | 75,061.80 |
| 720-01-C | erosion control system, flexible channel liner (type c) | 13,197 | SQYD | 1.85 | 24,414.45 | 1.50 | 19,795.50 | 1.60 | 21,115.20 | 1.50 | 19,795.50 |
| 720-01-D | erosion control system, flexible channel liner (type d) | 22,914 | SQYD | 2.25 | 51,556.50 | 1.50 | 34,371.00 | 2.00 | 45,828.00 | 1.50 | 34,371.00 |
| 720-01-E | erosion control system, flexible channel liner (type e) | 3,818 | SQYD | 3.00 | 11,454.00 | 3.50 | 13,363.00 | 2.50 | 9,545.00 | 3.10 | 11,835.80 |
| 720-01-F | erosion control system, flexible channel liner (type f) | 1,904 | SQYD | 3.30 | 6,283.20 | 3.50 | 6,664.00 | 3.00 | 5,712.00 | 3.10 | 5,902.40 |
| 722-02 | project site laboratory (equipped) | 1 | EACH | 120,000.00 | 120,000.00 | 50,000.00 | 50,000.00 | 60,000.00 | 60,000.00 | 35,000.00 | 35,000.00 |
| 724-01-C | pavement patching (17" minimium thickness) | 1,187 | SQYD | 90.00 | 106,830.00 | 90.00 | 106,830.00 | 80.00 | 94,960.00 | 100.00 | 118,700.00 |
| 725-01 | temporary detour roads | 322.5 | LNFT | 190.00 | 61,275.00 | 150.00 | 48,375.00 | 250.00 | 80,625.00 | 125.00 | 40,312.50 |
| 726-01 | bedding material | 2,869.3 | CUYD | 95.00 | 272,583.50 | 85.00 | 243,890.50 | 75.00 | 215,197.50 | 80.00 | 229,544.00 |
| 727-01 | mobilization | lump | LUMP | 2,600,000.00 | 2,600,000.00 | 2,750,000.00 | 2,750,000.00 | 2,700,000.00 | 2,700,000.00 | 2,800,000.00 | 2,800,000.00 |
| 729-16-C | object marker assembly (type 3) | 6 | EACH | 85.00 | 510.00 | 88.00 | 528.00 | 80.00 | 480.00 | 75.00 | 450.00 |
| 729-19-B | dead end road installations(type b) | 1 | EACH | 1,400.00 | 1,400.00 | 825.00 | 825.00 | 750.00 | 750.00 | 1,200.00 | 1,200.00 |
| 731-01 | nonreflectorized raised pavement markers | 528 | EACH | 14.50 | 7,656.00 | 11.00 | 5,808.00 | 10.00 | 5,280.00 | 12.50 | 6,600.00 |
| 731-02 | reflectorized raised pavement markers | 2,771 | EACH | 5.75 | 15,933.25 | 5.50 | 15,240.50 | 5.00 | 13,855.00 | 5.00 | 13,855.00 |
| 732-01-C | plastic pavement striping (8" width) | 3,219 | LNFT | 0.95 | 3,058.05 | 1.20 | 3,862.80 | 1.00 | 3,219.00 | 5.00 | 16,095.00 |
| 732-01-E | plastic pavement striping (24" width) | 879 | LNFT | 4.20 | 3,691.80 | 3.50 | 3,076.50 | 3.00 | 2,637.00 | 6.00 | 5,274.00 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 31.921 | MILE | 2,700.00 | 86,186.70 | 2,500.00 | 79,802.50 | 2,200.00 | 70,226.20 | 2,000.00 | 63,842.00 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 13.812 | MILE | 1,100.00 | 15,193.20 | 750.00 | 10,359.00 | 700.00 | 9,668.40 | 1,000.00 | 13,812.00 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 11 | EACH | 225.00 | 2,475.00 | 175.00 | 1,925.00 | 150.00 | 1,650.00 | 550.00 | 6,050.00 |
| 732-04-C | plastic pavement legends & symbols (only) | 11 | EACH | 255.00 | 2,805.00 | 175.00 | 1,925.00 | 150.00 | 1,650.00 | 550.00 | 6,050.00 |
| 732-05-A | removal of existing markings (water blasting) | 7.000 | MILE | 6,500.00 | 45,500.00 | 8,500.00 | 59,500.00 | 7,500.00 | 52,500.00 | 15,000.00 | 105,000.00 |
| 735-01 | mailboxes | 12 | EACH | 12.00 | 144.00 | 10.00 | 120.00 | 1.00 | 12.00 | 25.00 | 300.00 |
| 735-02 | mailbox supports (single) | 10 | EACH | 180.00 | 1,800.00 | 200.00 | 2,000.00 | 170.00 | 1,700.00 | 175.00 | 1,750.00 |
| 735-03 | mailbox supports (double) | 1 | EACH | 235.00 | 235.00 | 225.00 | 225.00 | 200.00 | 200.00 | 200.00 | 200.00 |
| 739-01-A | hydro-seeding (u.s forest service) | 32.60 | ACRE | 1,300.00 | 42,380.00 | 1,000.00 | 32,600.00 | 1,000.00 | 32,600.00 | 925.00 | 30,155.00 |
| 740-01 | construction layout | lump | LUMP | 300,000.00 | 300,000.00 | 300,000.00 | 300,000.00 | 500,000.00 | 500,000.00 | 475,000.00 | 475,000.00 |
| 740-02 | utility oversight and coordination | lump | LUMP | 40,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | 80,000.00 | 80,000.00 | 75,000.00 | 75,000.00 |
| 744-01 | traffic control management | lump | LUMP | 130,000.00 | 130,000.00 | 100,000.00 | 100,000.00 | 60,000.00 | 60,000.00 | 73,000.00 | 73,000.00 |
| 804-01-B | precast concrete piles (14") | 400 | LNFT | 46.00 | 18,400.00 | 62.00 | 24,800.00 | 90.00 | 36,000.00 | 56.00 | 22,400.00 |
| 804-01-C | precast concrete piles (16") | 2,148 | LNFT | 47.00 | 100,956.00 | 50.00 | 107,400.00 | 106.00 | 227,688.00 | 47.00 | 100,956.00 |
| 804-01-F | precast concrete piles (24") | 2,140 | LNFT | 85.00 | 181,900.00 | 130.00 | 278,200.00 | 140.00 | 299,600.00 | 116.00 | 248,240.00 |
| 804-01-G | precast concrete piles (30") | 1,320 | LNFT | 112.00 | 147,840.00 | 210.00 | 277,200.00 | 180.00 | 237,600.00 | 200.00 | 264,000.00 |
| 804-05 | precast concrete test piles | 2 | EACH | 12,000.00 | 24,000.00 | 17,000.00 | 34,000.00 | 40,000.00 | 80,000.00 | 15,000.00 | 30,000.00 |
| 804-09 | loading test piles | 2 | EACH | 10,000.00 | 20,000.00 | 100.00 | 200.00 | 14,000.00 | 28,000.00 | 16,000.00 | 32,000.00 |
| 804-10 | reloading test piles | 2 | EACH | 100.00 | 200.00 | 100.00 | 200.00 | 1,000.00 | 2,000.00 | 1,000.00 | 2,000.00 |
| 804-11 | redriving test piles | 2 | EACH | 100.00 | 200.00 | 100.00 | 200.00 | 1,000.00 | 2,000.00 | 3,000.00 | 6,000.00 |
| 804-12 | loading permanent piles | 2 | EACH | 100.00 | 200.00 | 100.00 | 200.00 | 1,000.00 | 2,000.00 | 16,000.00 | 32,000.00 |
| 804-17 | dynamic monitoring | 6 | EACH | 1,200.00 | 7,200.00 | 3,500.00 | 21,000.00 | 1,000.00 | 6,000.00 | 3,200.00 | 19,200.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 59.11 | CUYD | 1,600.00 | 94,576.00 | 1,600.00 | 94,576.00 | 1,200.00 | 70,932.00 | 1,000.00 | 59,110.00 |
| 805-01-F | class a concrete (bents) | 477.81 | CUYD | 720.00 | 344,023.20 | 800.00 | 382,248.00 | 850.00 | 406,138.50 | 725.00 | 346,412.25 |
| 805-03 | class aa concrete | 1,045.80 | CUYD | 750.00 | 784,350.00 | 750.00 | 784,350.00 | 750.00 | 784,350.00 | 650.00 | 679,770.00 |
| 805-08-D | precast-prestressed concrete girders (type iv) | 4,315.0 | LNFT | 130.00 | 560,950.00 | 175.00 | 755,125.00 | 170.00 | 733,550.00 | 160.00 | 690,400.00 |
| 805-11 | strip seal joints | 248.92 | LNFT | 150.00 | 37,338.00 | 200.00 | 49,784.00 | 150.00 | 37,338.00 | 165.00 | 41,071.80 |
| 805-12-E | reinforced concrete box culverts (4'x 4') | 156.0 | LNFT | 360.00 | 56,160.00 | 600.00 | 93,600.00 | 270.00 | 42,120.00 | 400.00 | 62,400.00 |
| 805-12-E-01 | reinforced concrete box culverts (4'x 4')(extension) | 330.0 | LNFT | 340.00 | 112,200.00 | 700.00 | 231,000.00 | 300.00 | 99,000.00 | 400.00 | 132,000.00 |
| 805-12-F | reinforced concrete box culverts (5'x 4') | 615.0 | LNFT | 400.00 | 246,000.00 | 625.00 | 384,375.00 | 350.00 | 215,250.00 | 400.00 | 246,000.00 |
| 805-12-M | reinforced concrete box culverts (6'x 6') | 406.0 | LNFT | 575.00 | 233,450.00 | 675.00 | 274,050.00 | 500.00 | 203,000.00 | 500.00 | 203,000.00 |
| 806-01 | deformed reinforcing steel | 326,784 | LB | 0.85 | 277,766.40 | 1.25 | 408,480.00 | 1.00 | 326,784.00 | 1.10 | 359,462.40 |
| 807-06 | structural metalwork | lump | LUMP | 10,500.00 | 10,500.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 |
| 810-01 | concrete railing (barrier) | 1,872.00 | LNFT | 64.00 | 119,808.00 | 60.00 | 112,320.00 | 46.00 | 86,112.00 | 50.00 | 93,600.00 |
| 813-01 | concrete approach slab | 1,303.75 | SQYD | 235.00 | 306,381.25 | 200.00 | 260,750.00 | 200.00 | 260,750.00 | 175.00 | 228,156.25 |
| S-001 | rumble strips (ground-in) | 15.9 | MILE | 600.00 | 9,540.00 | 900.00 | 14,310.00 | 500.00 | 7,950.00 | 1,200.00 | 19,080.00 |
| S-002 | saw cutting concrete or asphalt | 9,240 | LNFT | 2.30 | 21,252.00 | 7.00 | 64,680.00 | 8.00 | 73,920.00 | 5.00 | 46,200.00 |
| S-003 | u.s. forest service inspector | 210 | HOUR | 47.00 | 9,870.00 | 40.00 | 8,400.00 | 48.00 | 10,080.00 | 50.00 | 10,500.00 |
| S-004 | removal of s. p. no. 023-04-0021 transition road | lump | LUMP | 24,000.00 | 24,000.00 | 17,500.00 | 17,500.00 | 20,000.00 | 20,000.00 | 5,000.00 | 5,000.00 |
| S-101 | chain link fence (8-foot height) | 520 | LNFT | 65.00 | 33,800.00 | 60.00 | 31,200.00 | 58.00 | 30,160.00 | 55.00 | 28,600.00 |
| S-102 | retroreflective sheeting panels | lump | LUMP | 2,800.00 | 2,800.00 | 1,500.00 | 1,500.00 | 2,000.00 | 2,000.00 | 1,250.00 | 1,250.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 27,961,357.89 | 28,958,356.98 | 28,980,181.30 | 29,607,468.35 | |||||||
| NUMBER OF DAYS BID AT $3,650 PER DAY. | 2,463,750.00 | 2,518,500.00 | 2,518,500.00 | 2,518,500.00 | |||||||
| TOTAL BID | 30,425,107.89 | 31,476,856.98 | 31,498,681.30 | 32,125,968.35 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - AUSTIN BRIDGE & ROAD, LP |
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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 | 1,300,000.00 | 1,300,000.00 | ||||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 40,000.00 | 40,000.00 | ||||||
| 202-02-B-01 | removal of concrete box culverts (sta. 144+67; 2-6' x 6' x 45') |
1 | EACH | 5,400.00 | 5,400.00 | ||||||
| 202-02-B-02 | removal of concrete box culverts (sta. 263+25; 6' x 6' x 60') |
1 | EACH | 3,600.00 | 3,600.00 | ||||||
| 202-02-B-03 | removal of concrete box culverts (sta. 270+81; 2-4.5' x 4.5' x 54') |
1 | EACH | 4,900.00 | 4,900.00 | ||||||
| 202-02-B-04 | removal of concrete box culverts (sta. 348+32; 2-6' x 6' x 51') |
1 | EACH | 6,000.00 | 6,000.00 | ||||||
| 202-02-C | removal of portland cement concrete pavement | 4,582 | SQYD | 9.00 | 41,238.00 | ||||||
| 202-02-D | removal of concrete walks & drives | 890 | SQYD | 20.00 | 17,800.00 | ||||||
| 202-02-G | removal of surfacing & stabilized base | 16,711.8 | SQYD | 4.00 | 66,847.20 | ||||||
| 202-02-H | removal of guard rail | 531 | LNFT | 7.50 | 3,982.50 | ||||||
| 202-02-01 | removal of 47.5' x 43.2' wood frame residence on piers (rt. of sta. 119+70) |
1 | EACH | 6,200.00 | 6,200.00 | ||||||
| 202-02-02 | removal of kisatchie national forest sign (lt. of sta. 211+90) |
1 | EACH | 100.00 | 100.00 | ||||||
| 202-02-03 | removal of 24.7' x 14.9' wood frame residence (rt. of sta. 251+36) |
1 | EACH | 1,100.00 | 1,100.00 | ||||||
| 202-02-04 | removal of shed (lt. of sta. 255+00) | 1 | EACH | 700.00 | 700.00 | ||||||
| 202-02-05 | removal of barn (lt. of sta. 255+00) | 1 | EACH | 4,100.00 | 4,100.00 | ||||||
| 202-02-06 | removal of 20.4' x 66.6' wood frame residence (lt. of sta. 256+09) |
1 | EACH | 4,100.00 | 4,100.00 | ||||||
| 202-02-07 | removal of 60.7' x 25.2' wood frame residence on piers (lt. of sta. 297+93) |
1 | EACH | 4,600.00 | 4,600.00 | ||||||
| 202-02-08 | removal of 23.5' x 28.0' wood frame workshop on slab (lt. of sta. 298+14) |
1 | EACH | 2,000.00 | 2,000.00 | ||||||
| 202-02-09 | removal of 14.4' x 18.3' shed (lt. of sta. 298+17) | 1 | EACH | 800.00 | 800.00 | ||||||
| 202-02-10 | removal of 52.6' x 24.4' wood frame residence on piers (lt. of sta. 328+32) (contains friable & non-friable asbestos) |
1 | EACH | 15,000.00 | 15,000.00 | ||||||
| 202-02-11 | removal of 25.0' x 12.0' tin barn (lt. of sta. 333+25) | 1 | EACH | 1,000.00 | 1,000.00 | ||||||
| 202-02-12 | removal of 38.0' x 33.8' metal barn (lt. of sta. 359+12) |
1 | EACH | 3,800.00 | 3,800.00 | ||||||
| 202-02-13 | removal of 25.9' x 40.7' metal building and carport (lt. of sta. 361+01) |
1 | EACH | 3,200.00 | 3,200.00 | ||||||
| 202-02-14 | removal of 26.4' x 42.5' tin shed (lt. of sta. 368+00) | 1 | EACH | 3,400.00 | 3,400.00 | ||||||
| 202-02-15 | removal of 26.8' x 22.4' tin shed (lt. of sta. 368+53) | 1 | EACH | 2,100.00 | 2,100.00 | ||||||
| 202-02-16 | removal of 11.6' x 60.5' trailer and deck (lt. of sta. 369+11) |
1 | EACH | 2,500.00 | 2,500.00 | ||||||
| 202-02-17 | removal of 8.3' x 16.3' shed (lt. of sta. 369+36) | 1 | EACH | 500.00 | 500.00 | ||||||
| 202-02-18 | removal of 7.2' x 5.9' wood shed (lt. of sta. 370+41) | 1 | EACH | 100.00 | 100.00 | ||||||
| 202-02-19 | removal of 29.7' x 66.1' brick residence on concrete slab (lt. of sta. 371+36.50)(contains non-friable asbestos) |
1 | EACH | 17,000.00 | 17,000.00 | ||||||
| 202-02-20 | removal of 19.4' x 23.3' wood frame shed (lt. of sta. 372+33) |
1 | EACH | 1,600.00 | 1,600.00 | ||||||
| 202-02-21 | removal of 7.8' x 16.1' metal building (lt. of sta. 372+83) |
1 | EACH | 500.00 | 500.00 | ||||||
| 202-02-22 | removal of 11.9' x 20.1' wood shed (rt. of sta. 377+82.50) |
1 | EACH | 900.00 | 900.00 | ||||||
| 202-02-23 | removal of 33.0' x 42.4' wood frame barn (lt. of sta. 378+00) |
1 | EACH | 4,900.00 | 4,900.00 | ||||||
| 202-02-24 | removal of 23.9' x 38.6' wood frame residence (lt. of sta. 379+07) (contains non-friable asbestos) |
1 | EACH | 14,000.00 | 14,000.00 | ||||||
| 202-02-25 | removal of 10.5' x 15.9' wood shed (lt. of sta. 379+00) | 1 | EACH | 600.00 | 600.00 | ||||||
| 202-02-26 | removal of 24.1' x 51.9' wood framae residence on piers (lt. of sta. 381+62)(contains non-friable asbestos) |
1 | EACH | 15,000.00 | 15,000.00 | ||||||
| 202-02-27 | removal of 15.0' x 26.4' shed (lt. of sta. 381+66) | 1 | EACH | 1,400.00 | 1,400.00 | ||||||
| 202-02-28 | removal of 20.0' x 35.6' wood frame residence (lt. of sta. 383+04) |
1 | EACH | 2,100.00 | 2,100.00 | ||||||
| 202-02-29 | removal of 14.3' x 16.9' shed (lt. of sta. 384+88) | 1 | EACH | 900.00 | 900.00 | ||||||
| 202-02-30 | removal of 10.0' x 20.0' deck (lt. of sta. 385+07) | 1 | EACH | 100.00 | 100.00 | ||||||
| 202-02-31 | removal of 14.7' x 19.0' canopy (lt. of sta. 385+13) | 1 | EACH | 100.00 | 100.00 | ||||||
| 202-02-32 | removal of 23.0' x 30.0' metal shed (lt. of sta. 401+39) |
1 | EACH | 2,100.00 | 2,100.00 | ||||||
| 202-02-33 | removal of 41.7' x 100.2' metal building (lt. of sta. 403+25.50) |
1 | EACH | 14,500.00 | 14,500.00 | ||||||
| 202-02-34 | removal of 34.5' x 61.1' wood frame residence on slab (lt. of sta. 421+12) |
1 | EACH | 7,400.00 | 7,400.00 | ||||||
| 202-02-35 | removal of 20.3' x 20.9' wood shed with tin roof (lt. of sta. 421+29) |
1 | EACH | 1,500.00 | 1,500.00 | ||||||
| 202-02-36 | removal of 17.6' x 37.3' wood shed with tin roof (lt. of sta. 421+63.50) |
1 | EACH | 2,300.00 | 2,300.00 | ||||||
| 202-02-37 | removal of 30.1' x 41.1' metal building on slab (lt. of sta. 426+02) |
1 | EACH | 3,700.00 | 3,700.00 | ||||||
| 203-01 | general excavation | 546,192 | CUYD | 3.25 | 1,775,124.00 | ||||||
| 203-02 | drainage excavation | 1,393 | CUYD | 8.50 | 11,840.50 | ||||||
| 203-03 | muck excavation | 3,675 | CUYD | 8.50 | 31,237.50 | ||||||
| 203-04 | embankment | 742,075 | CUYD | 7.00 | 5,194,525.00 | ||||||
| 203-05 | nonplastic embankment | 143 | CUYD | 150.00 | 21,450.00 | ||||||
| 203-09 | geotextile fabric | 922 | SQYD | 7.00 | 6,454.00 | ||||||
| 204-02 | temporary hay or straw bales | 238 | EACH | 6.00 | 1,428.00 | ||||||
| 204-03 | temporary slope drains | 1,604 | LNFT | 10.00 | 16,040.00 | ||||||
| 204-05-A | temporary sediment check dams (hay) | 735 | EACH | 100.00 | 73,500.00 | ||||||
| 204-05-B | temporary sediment check dams (stone) | 284 | EACH | 400.00 | 113,600.00 | ||||||
| 204-06 | temporary silt fencing | 80,000 | LNFT | 1.50 | 120,000.00 | ||||||
| 302-02-B-01 | class ii base course (8 1/2" thick)(stone or recycled pccp) |
6,801.8 | SQYD | 28.00 | 190,450.40 | ||||||
| 302-02-E-01 | class ii base course (4" thick)(stone or recycled pccp) | 195,664.8 | SQYD | 12.00 | 2,347,977.60 | ||||||
| 302-02-F-01 | class ii base course (8" thick)(soil cement) | 173,875.6 | SQYD | 11.00 | 1,912,631.60 | ||||||
| 304-01 | lime | 1,231.94 | TON | 145.00 | 178,631.30 | ||||||
| 304-04-D | lime treatment (type d) (12" thick) | 86,909 | SQYD | 2.00 | 173,818.00 | ||||||
| 401-01 | aggregate surface course (net section) | 5,102.1 | CUYD | 120.00 | 612,252.00 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
362 | CUYD | 120.00 | 43,440.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 2,000.0 | CUYD | 90.00 | 180,000.00 | ||||||
| 502-01 | superpave asphaltic concrete | 37,949.0 | TON | 103.65 | 3,933,413.85 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
7,350.5 | TON | 125.00 | 918,812.50 | ||||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 1,332 | LNFT | 65.00 | 86,580.00 | ||||||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 76 | LNFT | 95.00 | 7,220.00 | ||||||
| 701-01-N | cross drain pipe (42" rcp/pcp) | 228 | LNFT | 125.00 | 28,500.00 | ||||||
| 701-01-O-01 | cross drain pipe (48" rcp)(class v) | 460 | LNFT | 200.00 | 92,000.00 | ||||||
| 701-01-S-01 | cross drain pipe (72" rcp)(class iv) | 400 | LNFT | 500.00 | 200,000.00 | ||||||
| 701-01-U | cross drain pipe (84" rcp/pcp) | 280 | LNFT | 400.00 | 112,000.00 | ||||||
| 701-02-F | cross drain pipe arch (36" equiv. rcpa) | 172 | LNFT | 120.00 | 20,640.00 | ||||||
| 701-02-N | cross drain pipe arch (84" equiv. rcpa) | 400 | LNFT | 600.00 | 240,000.00 | ||||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 376 | LNFT | 50.00 | 18,800.00 | ||||||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 2,372 | LNFT | 65.00 | 154,180.00 | ||||||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 88 | LNFT | 80.00 | 7,040.00 | ||||||
| 701-05-G | side drain pipe (18") | 1,064 | LNFT | 50.00 | 53,200.00 | ||||||
| 701-05-I | side drain pipe (24") | 292 | LNFT | 65.00 | 18,980.00 | ||||||
| 701-05-I-01 | side drain pipe (24")(erosion or bridge drain) | 148 | LNFT | 65.00 | 9,620.00 | ||||||
| 701-05-K | side drain pipe (30") | 132 | LNFT | 80.00 | 10,560.00 | ||||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 22 | LNFT | 200.00 | 4,400.00 | ||||||
| 702-02-B | manholes (r-cb-11) | 1 | EACH | 6,000.00 | 6,000.00 | ||||||
| 702-02-G | manholes (r-cb-38) | 3 | EACH | 6,500.00 | 19,500.00 | ||||||
| 702-03-A | catch basins (cb-01) | 35 | EACH | 3,000.00 | 105,000.00 | ||||||
| 702-03-B | catch basins (cb-02) | 1 | EACH | 4,500.00 | 4,500.00 | ||||||
| 702-07-B | cross drain safety end (type 2) | 1 | EACH | 5,000.00 | 5,000.00 | ||||||
| 702-08-A | side drain safety end (type 1) | 1 | EACH | 1,250.00 | 1,250.00 | ||||||
| 704-03 | blocked out guard rail | 1,043.8 | LNFT | 18.00 | 18,788.40 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 200.0 | LNFT | 50.00 | 10,000.00 | ||||||
| 704-11-A | guard rail end treatment (flared) | 6 | EACH | 1,900.00 | 11,400.00 | ||||||
| 704-11-B | guard rail end treatment (tangent) | 2 | EACH | 2,500.00 | 5,000.00 | ||||||
| 705-01 | barbed wire fence | 4,125 | LNFT | 6.50 | 26,812.50 | ||||||
| 705-02 | combination mesh & barbed wire fence | 4,581 | LNFT | 7.50 | 34,357.50 | ||||||
| 705-04 | single swinging driveway gates | 3 | EACH | 500.00 | 1,500.00 | ||||||
| 705-06-A | chain link fence (4-foot height) | 243 | LNFT | 25.00 | 6,075.00 | ||||||
| 705-06-B | chain link fence (5-foot height) | 336 | LNFT | 30.00 | 10,080.00 | ||||||
| 705-07-A | 12-foot single gates for chain link fence (4-foot height) |
1 | EACH | 1,600.00 | 1,600.00 | ||||||
| 706-02-C | concrete drive (6" thick) | 304.0 | SQYD | 65.00 | 19,760.00 | ||||||
| 708-01 | right-of-way monument | 109 | EACH | 350.00 | 38,150.00 | ||||||
| 708-02 | right-of-way monument witness post | 109 | EACH | 350.00 | 38,150.00 | ||||||
| 711-01-B | riprap (10 lb, 12" thick) | 3,738 | SQYD | 55.00 | 205,590.00 | ||||||
| 711-01-D | riprap (55 lb, 24" thick) | 658 | SQYD | 100.00 | 65,800.00 | ||||||
| 711-01-E | riprap (130 lb, 36" thick) | 206 | SQYD | 125.00 | 25,750.00 | ||||||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 19,971 | SQYD | 65.00 | 1,298,115.00 | ||||||
| 712-01-C | concrete cast-in-place revetment (6" thick) | 396 | SQYD | 100.00 | 39,600.00 | ||||||
| 712-04 | flexible revetment | 492 | SQYD | 60.00 | 29,520.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 250,000.00 | 250,000.00 | ||||||
| 713-04-B | temporary pavement markings (broken line)(4" width) (10' length) |
6.307 | MILE | 338.48 | 2,134.79 | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 27.923 | MILE | 676.96 | 18,902.75 | ||||||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
0.250 | MILE | 14,297.32 | 3,574.33 | ||||||
| 713-07 | temporary reflectorized raised pavement markers | 2,354 | EACH | 5.00 | 11,770.00 | ||||||
| 713-08 | temporary precast concrete barrier (contractor furnished) |
26 | EACH | 1,500.00 | 39,000.00 | ||||||
| 716-01-A | mulch (vegetative) | 121.20 | ACRE | 700.00 | 84,840.00 | ||||||
| 717-01 | seeding | 7,272 | LB | 6.50 | 47,268.00 | ||||||
| 718-01 | fertilizer | 121,200 | LB | 0.29 | 35,148.00 | ||||||
| 720-01-A | erosion control system, slope protection (type a) | 68,238 | SQYD | 1.20 | 81,885.60 | ||||||
| 720-01-C | erosion control system, flexible channel liner (type c) | 13,197 | SQYD | 1.75 | 23,094.75 | ||||||
| 720-01-D | erosion control system, flexible channel liner (type d) | 22,914 | SQYD | 2.00 | 45,828.00 | ||||||
| 720-01-E | erosion control system, flexible channel liner (type e) | 3,818 | SQYD | 2.50 | 9,545.00 | ||||||
| 720-01-F | erosion control system, flexible channel liner (type f) | 1,904 | SQYD | 2.50 | 4,760.00 | ||||||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 30,000.00 | 30,000.00 | ||||||
| 724-01-C | pavement patching (17" minimium thickness) | 1,187 | SQYD | 80.00 | 94,960.00 | ||||||
| 725-01 | temporary detour roads | 322.5 | LNFT | 125.00 | 40,312.50 | ||||||
| 726-01 | bedding material | 2,869.3 | CUYD | 100.00 | 286,930.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 2,295,000.00 | 2,295,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 6 | EACH | 80.00 | 480.00 | ||||||
| 729-19-B | dead end road installations(type b) | 1 | EACH | 750.00 | 750.00 | ||||||
| 731-01 | nonreflectorized raised pavement markers | 528 | EACH | 11.28 | 5,955.84 | ||||||
| 731-02 | reflectorized raised pavement markers | 2,771 | EACH | 5.36 | 14,852.56 | ||||||
| 732-01-C | plastic pavement striping (8" width) | 3,219 | LNFT | 1.13 | 3,637.47 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 879 | LNFT | 3.38 | 2,971.02 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 31.921 | MILE | 2,500.00 | 79,802.50 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 13.812 | MILE | 800.00 | 11,049.60 | ||||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 11 | EACH | 170.00 | 1,870.00 | ||||||
| 732-04-C | plastic pavement legends & symbols (only) | 11 | EACH | 170.00 | 1,870.00 | ||||||
| 732-05-A | removal of existing markings (water blasting) | 7.000 | MILE | 8,500.00 | 59,500.00 | ||||||
| 735-01 | mailboxes | 12 | EACH | 5.00 | 60.00 | ||||||
| 735-02 | mailbox supports (single) | 10 | EACH | 170.00 | 1,700.00 | ||||||
| 735-03 | mailbox supports (double) | 1 | EACH | 190.00 | 190.00 | ||||||
| 739-01-A | hydro-seeding (u.s forest service) | 32.60 | ACRE | 1,200.00 | 39,120.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 350,000.00 | 350,000.00 | ||||||
| 740-02 | utility oversight and coordination | lump | LUMP | 35,000.00 | 35,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 50,000.00 | 50,000.00 | ||||||
| 804-01-B | precast concrete piles (14") | 400 | LNFT | 80.00 | 32,000.00 | ||||||
| 804-01-C | precast concrete piles (16") | 2,148 | LNFT | 80.00 | 171,840.00 | ||||||
| 804-01-F | precast concrete piles (24") | 2,140 | LNFT | 120.00 | 256,800.00 | ||||||
| 804-01-G | precast concrete piles (30") | 1,320 | LNFT | 150.00 | 198,000.00 | ||||||
| 804-05 | precast concrete test piles | 2 | EACH | 38,000.00 | 76,000.00 | ||||||
| 804-09 | loading test piles | 2 | EACH | 28,000.00 | 56,000.00 | ||||||
| 804-10 | reloading test piles | 2 | EACH | 6,000.00 | 12,000.00 | ||||||
| 804-11 | redriving test piles | 2 | EACH | 6,300.00 | 12,600.00 | ||||||
| 804-12 | loading permanent piles | 2 | EACH | 20,000.00 | 40,000.00 | ||||||
| 804-17 | dynamic monitoring | 6 | EACH | 3,500.00 | 21,000.00 | ||||||
| 805-01-B | class a concrete (box culvert headwalls) | 59.11 | CUYD | 1,500.00 | 88,665.00 | ||||||
| 805-01-F | class a concrete (bents) | 477.81 | CUYD | 900.00 | 430,029.00 | ||||||
| 805-03 | class aa concrete | 1,045.80 | CUYD | 700.00 | 732,060.00 | ||||||
| 805-08-D | precast-prestressed concrete girders (type iv) | 4,315.0 | LNFT | 165.00 | 711,975.00 | ||||||
| 805-11 | strip seal joints | 248.92 | LNFT | 180.00 | 44,805.60 | ||||||
| 805-12-E | reinforced concrete box culverts (4'x 4') | 156.0 | LNFT | 450.00 | 70,200.00 | ||||||
| 805-12-E-01 | reinforced concrete box culverts (4'x 4')(extension) | 330.0 | LNFT | 700.00 | 231,000.00 | ||||||
| 805-12-F | reinforced concrete box culverts (5'x 4') | 615.0 | LNFT | 650.00 | 399,750.00 | ||||||
| 805-12-M | reinforced concrete box culverts (6'x 6') | 406.0 | LNFT | 750.00 | 304,500.00 | ||||||
| 806-01 | deformed reinforcing steel | 326,784 | LB | 1.00 | 326,784.00 | ||||||
| 807-06 | structural metalwork | lump | LUMP | 6,500.00 | 6,500.00 | ||||||
| 810-01 | concrete railing (barrier) | 1,872.00 | LNFT | 55.00 | 102,960.00 | ||||||
| 813-01 | concrete approach slab | 1,303.75 | SQYD | 185.00 | 241,193.75 | ||||||
| S-001 | rumble strips (ground-in) | 15.9 | MILE | 1,900.00 | 30,210.00 | ||||||
| S-002 | saw cutting concrete or asphalt | 9,240 | LNFT | 3.50 | 32,340.00 | ||||||
| S-003 | u.s. forest service inspector | 210 | HOUR | 47.60 | 9,996.00 | ||||||
| S-004 | removal of s. p. no. 023-04-0021 transition road | lump | LUMP | 25,000.00 | 25,000.00 | ||||||
| S-101 | chain link fence (8-foot height) | 520 | LNFT | 35.00 | 18,200.00 | ||||||
| S-102 | retroreflective sheeting panels | lump | LUMP | 1,500.00 | 1,500.00 | ||||||
| ITEM TOTAL (CONSTRUCTION BID) | 31,330,983.41 | ||||||||||
| NUMBER OF DAYS BID AT $3,650 PER DAY. | 2,518,500.00 | ||||||||||
| TOTAL BID | 33,849,483.41 | ||||||||||