| |||
| Lead Project: 023-02-0015 | |||
| Parish: GRANT | |||
| Routes: US 167 | |||
| Description: BENTLEY - DRY PRONG | |||
| Type Const:
grading, drainage structures, lime treatment, class ii base course, superpave asphaltic concrete pavement, traffic signalization and related work | |||
| Estimated Construction Cost: $19,814,376.74 | |||
| Maximum Number of Days Allowed for Construction: 775 | |||
| Calculated Daily User Cost: $2,700.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $15,149,536.75 | 600 | $16,769,536.75 |
| 2 | 05789 | D & J CONSTRUCTION CO., INC. | $17,583,968.85 | 725 | $19,541,468.85 |
| 3 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $18,028,409.43 | 730 | $19,999,409.43 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GILCHRIST CONSTRUCTION CO. LLC |
- 2 - D & J CONSTRUCTION CO., INC. |
- 3 - DIAMOND B CONSTRUCTION CO., L.L.C. |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 500,000.00 | 500,000.00 | 300,000.00 | 300,000.00 | 900,000.00 | 900,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 | 57,000.00 | 57,000.00 | ||
| 202-02-B-01 | removal of concrete box culverts (sta. 1344+73; 1.5' x 4') |
1 | EACH | 3,400.00 | 3,400.00 | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | ||
| 202-02-B-02 | removal of concrete box culverts (sta. 1372+59; 3' x 3') |
1 | EACH | 3,400.00 | 3,400.00 | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | ||
| 202-02-B-03 | removal of concrete box culverts (sta. 1393+62; 2' x 3') |
1 | EACH | 3,400.00 | 3,400.00 | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | ||
| 202-02-B-04 | removal of concrete box culverts (sta. 1525+19; 4' x 4') |
1 | EACH | 3,400.00 | 3,400.00 | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 7,246 | SQYD | 5.75 | 41,664.50 | 15.00 | 108,690.00 | 7.00 | 50,722.00 | ||
| 202-02-D | removal of concrete walks & drives | 316 | SQYD | 10.00 | 3,160.00 | 20.00 | 6,320.00 | 20.00 | 6,320.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 15,955.9 | SQYD | 4.50 | 71,801.55 | 7.00 | 111,691.30 | 5.00 | 79,779.50 | ||
| 202-02-01 | removal of existing signal equipment (lt. & rt. of sta. 1364+43) |
1 | EACH | 1,200.00 | 1,200.00 | 1,500.00 | 1,500.00 | 1,200.00 | 1,200.00 | ||
| 202-02-02 | removal of 50' x 48' metal building (lt. of sta. 1564+65) |
1 | EACH | 3,800.00 | 3,800.00 | 7,500.00 | 7,500.00 | 1,000.00 | 1,000.00 | ||
| 202-02-03 | removal of 73' x 25' metal building (lt. of sta. 1564+95)(contains non-friable asbestos) |
1 | EACH | 3,200.00 | 3,200.00 | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 | ||
| 202-02-04 | removal of 34' x 38' wood barn (lt. of sta. 1578+83) | 1 | EACH | 2,500.00 | 2,500.00 | 2,500.00 | 2,500.00 | 1,000.00 | 1,000.00 | ||
| 202-02-05 | removal of 76' x 22' brick residence (lt. of sta. 1579+67)(contains non-friable asbestos) |
1 | EACH | 4,400.00 | 4,400.00 | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 | ||
| 202-02-06 | removal of 5' x 3' metal sign (lt. of sta. 1357+25) | 1 | EACH | 900.00 | 900.00 | 750.00 | 750.00 | 400.00 | 400.00 | ||
| 202-02-07 | removal of 18' x 13' wood shed (lt. of sta. 1580+30) | 1 | EACH | 1,900.00 | 1,900.00 | 1,250.00 | 1,250.00 | 400.00 | 400.00 | ||
| 202-02-08 | removal of 48' x 45' wood frame residence (lt. of sta. 1583+61)(contains non-friable asbestos) |
1 | EACH | 5,400.00 | 5,400.00 | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 | ||
| 203-01 | general excavation | 415,748 | CUYD | 4.00 | 1,662,992.00 | 5.00 | 2,078,740.00 | 4.50 | 1,870,866.00 | ||
| 203-02 | drainage excavation | 327 | CUYD | 11.00 | 3,597.00 | 8.00 | 2,616.00 | 9.22 | 3,014.94 | ||
| 203-03 | muck excavation | 452 | CUYD | 11.00 | 4,972.00 | 12.00 | 5,424.00 | 13.00 | 5,876.00 | ||
| 203-04 | embankment | 215,770 | CUYD | 5.00 | 1,078,850.00 | 5.00 | 1,078,850.00 | 2.50 | 539,425.00 | ||
| 203-05 | non-plastic embankment | 91 | CUYD | 130.00 | 11,830.00 | 100.00 | 9,100.00 | 324.00 | 29,484.00 | ||
| 204-02 | temporary hay or straw bales | 1,089 | EACH | 20.00 | 21,780.00 | 10.00 | 10,890.00 | 10.00 | 10,890.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 203 | EACH | 200.00 | 40,600.00 | 100.00 | 20,300.00 | 120.00 | 24,360.00 | ||
| 204-05-B | temporary sediment check dams (stone) | 248 | EACH | 700.00 | 173,600.00 | 220.00 | 54,560.00 | 500.00 | 124,000.00 | ||
| 204-06 | temporary silt fencing | 55,909 | LNFT | 2.50 | 139,772.50 | 2.00 | 111,818.00 | 2.26 | 126,354.34 | ||
| 204-07 | temporary stone construction entrance | 6 | EACH | 2,500.00 | 15,000.00 | 1,000.00 | 6,000.00 | 1,000.00 | 6,000.00 | ||
| 302-02-E-01 | class ii base course (4" thick)(stone or recycled pccp) | 158,202.3 | SQYD | 10.00 | 1,582,023.00 | 10.00 | 1,582,023.00 | 10.00 | 1,582,023.00 | ||
| 302-02-F-01 | class ii base course (8" thick)(soil cement) | 151,517.4 | SQYD | 6.50 | 984,863.10 | 9.00 | 1,363,656.60 | 10.50 | 1,590,932.70 | ||
| 304-01 | lime | 1,288.66 | TON | 1.00 | 1,288.66 | 135.00 | 173,969.10 | 150.00 | 193,299.00 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 90,910 | SQYD | 0.01 | 909.10 | 2.00 | 181,820.00 | 0.87 | 79,091.70 | ||
| 401-01 | aggregate surface course (net section) | 2,630.9 | CUYD | 80.00 | 210,472.00 | 100.00 | 263,090.00 | 80.00 | 210,472.00 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
85 | CUYD | 100.00 | 8,500.00 | 140.00 | 11,900.00 | 120.00 | 10,200.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 5,000.0 | CUYD | 35.00 | 175,000.00 | 65.00 | 325,000.00 | 64.00 | 320,000.00 | ||
| 502-01 | superpave asphaltic concrete | 31,835.5 | TON | 66.00 | 2,101,143.00 | 79.00 | 2,515,004.50 | 58.00 | 1,846,459.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
6,887.1 | TON | 100.00 | 688,710.00 | 92.00 | 633,613.20 | 90.00 | 619,839.00 | ||
| 509-01 | cold planing asphaltic pavement | 422 | SQYD | 14.00 | 5,908.00 | 25.00 | 10,550.00 | 25.00 | 10,550.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 50 | CUYD | 0.01 | - 0.50 | 0.01 | - 0.50 | 1.00 | - 50.00 | ||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 1,456 | LNFT | 78.00 | 113,568.00 | 65.00 | 94,640.00 | 92.00 | 133,952.00 | ||
| 701-01-M | cross drain pipe (36" rcp/pcp) | 656 | LNFT | 134.00 | 87,904.00 | 100.00 | 65,600.00 | 255.00 | 167,280.00 | ||
| 701-02-G | cross drain pipe arch (42" equiv. rcpa) | 198 | LNFT | 185.00 | 36,630.00 | 160.00 | 31,680.00 | 395.00 | 78,210.00 | ||
| 701-02-H | cross drain pipe arch (48" equiv. rcpa) | 300 | LNFT | 230.00 | 69,000.00 | 210.00 | 63,000.00 | 456.00 | 136,800.00 | ||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 6,992 | LNFT | 45.00 | 314,640.00 | 45.00 | 314,640.00 | 73.00 | 510,416.00 | ||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 1,636 | LNFT | 50.00 | 81,800.00 | 50.00 | 81,800.00 | 80.00 | 130,880.00 | ||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 1,722 | LNFT | 60.00 | 103,320.00 | 65.00 | 111,930.00 | 92.00 | 158,424.00 | ||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 378 | LNFT | 70.00 | 26,460.00 | 80.00 | 30,240.00 | 195.00 | 73,710.00 | ||
| 701-03-M | storm drain pipe (36" rcp/pcp) | 526 | LNFT | 90.00 | 47,340.00 | 100.00 | 52,600.00 | 255.00 | 134,130.00 | ||
| 701-03-N | storm drain pipe (42" rcp/pcp) | 276 | LNFT | 140.00 | 38,640.00 | 135.00 | 37,260.00 | 365.00 | 100,740.00 | ||
| 701-03-O | storm drain pipe (48" rcp/pcp) | 10 | LNFT | 390.00 | 3,900.00 | 235.00 | 2,350.00 | 420.00 | 4,200.00 | ||
| 701-04-E | storm drain pipe arch (30" equiv. rcpa) | 754 | LNFT | 100.00 | 75,400.00 | 110.00 | 82,940.00 | 230.00 | 173,420.00 | ||
| 701-05-G | side drain pipe (18") | 254 | LNFT | 70.00 | 17,780.00 | 50.00 | 12,700.00 | 80.00 | 20,320.00 | ||
| 701-05-I | side drain pipe (24") | 120 | LNFT | 80.00 | 9,600.00 | 65.00 | 7,800.00 | 92.00 | 11,040.00 | ||
| 701-05-K | side drain pipe (30") | 98 | LNFT | 90.00 | 8,820.00 | 80.00 | 7,840.00 | 195.00 | 19,110.00 | ||
| 701-10-I | reinforced concrete pipe (extension)(24") | 10 | LNFT | 240.00 | 2,400.00 | 110.00 | 1,100.00 | 183.00 | 1,830.00 | ||
| 702-02-A | manholes (mh-06) | 10 | EACH | 5,300.00 | 53,000.00 | 5,000.00 | 50,000.00 | 7,500.00 | 75,000.00 | ||
| 702-03-A | catch basins (cb-01) | 28 | EACH | 2,200.00 | 61,600.00 | 2,800.00 | 78,400.00 | 2,700.00 | 75,600.00 | ||
| 702-03-B | catch basins (cb-02) | 5 | EACH | 3,300.00 | 16,500.00 | 3,800.00 | 19,000.00 | 7,500.00 | 37,500.00 | ||
| 702-03-C | catch basins (cb-06) | 55 | EACH | 3,800.00 | 209,000.00 | 4,000.00 | 220,000.00 | 3,000.00 | 165,000.00 | ||
| 702-03-D | catch basins (cb-07) | 26 | EACH | 4,800.00 | 124,800.00 | 4,500.00 | 117,000.00 | 5,500.00 | 143,000.00 | ||
| 702-03-F | catch basins (cb-08) | 10 | EACH | 8,200.00 | 82,000.00 | 8,200.00 | 82,000.00 | 10,000.00 | 100,000.00 | ||
| 702-03-I | catch basins (cb-04) | 3 | EACH | 2,000.00 | 6,000.00 | 4,200.00 | 12,600.00 | 2,700.00 | 8,100.00 | ||
| 702-03-J | catch basins (special detail) | 1 | EACH | 20,000.00 | 20,000.00 | 12,500.00 | 12,500.00 | 10,000.00 | 10,000.00 | ||
| 702-03-K | catch basins (special detail) | 2 | EACH | 8,700.00 | 17,400.00 | 6,500.00 | 13,000.00 | 10,000.00 | 20,000.00 | ||
| 703-03 | perforated pipe underdrains | 12,648 | LNFT | 7.75 | 98,022.00 | 11.00 | 139,128.00 | 19.00 | 240,312.00 | ||
| 703-04 | nonperforated pipe underdrains | 412 | LNFT | 21.00 | 8,652.00 | 110.00 | 45,320.00 | 43.00 | 17,716.00 | ||
| 705-01 | barbed wire fence | 3,129 | LNFT | 6.00 | 18,774.00 | 6.00 | 18,774.00 | 7.00 | 21,903.00 | ||
| 705-04 | single swinging driveway gates | 3 | EACH | 450.00 | 1,350.00 | 450.00 | 1,350.00 | 500.00 | 1,500.00 | ||
| 705-05 | double swinging driveway gates | 1 | dbgt | 690.00 | 690.00 | 650.00 | 650.00 | 700.00 | 700.00 | ||
| 705-06-A | chain link fence (4-foot height) | 985 | LNFT | 20.00 | 19,700.00 | 20.00 | 19,700.00 | 22.00 | 21,670.00 | ||
| 705-07-A | 13-foot single gates for chain link fence (4-foot height) |
1 | EACH | 800.00 | 800.00 | 750.00 | 750.00 | 852.00 | 852.00 | ||
| 705-09 | rebuilt fence | 1,168 | LNFT | 24.00 | 28,032.00 | 23.00 | 26,864.00 | 27.00 | 31,536.00 | ||
| 706-02-C | concrete drive (6" thick) | 2,166.5 | SQYD | 45.00 | 97,492.50 | 50.00 | 108,325.00 | 60.00 | 129,990.00 | ||
| 706-03-C | incidental concrete paving (6" thick) | 127.5 | SQYD | 63.00 | 8,032.50 | 50.00 | 6,375.00 | 100.00 | 12,750.00 | ||
| 707-03 | combination concrete curb & gutter | 14,335.4 | LNFT | 19.00 | 272,372.60 | 19.00 | 272,372.60 | 22.00 | 315,378.80 | ||
| 708-01 | right-of-way monument | 103 | EACH | 340.00 | 35,020.00 | 200.00 | 20,600.00 | 100.00 | 10,300.00 | ||
| 708-02 | right-of-way monument witness post | 80 | EACH | 340.00 | 27,200.00 | 120.00 | 9,600.00 | 100.00 | 8,000.00 | ||
| 711-03-C | riprap (30 lb.) | 2,890.6 | TON | 75.00 | 216,795.00 | 100.00 | 289,060.00 | 55.00 | 158,983.00 | ||
| 711-04 | geotextile fabric | 4,481 | SQYD | 3.00 | 13,443.00 | 3.00 | 13,443.00 | 3.00 | 13,443.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 120,000.00 | 120,000.00 | 275,000.00 | 275,000.00 | 250,000.00 | 250,000.00 | ||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
14.473 | MILE | 6,000.00 | 86,838.00 | 7,000.00 | 101,311.00 | 14,500.00 | 209,858.50 | ||
| 713-07 | temporary reflectorized raised pavement markers | 400 | EACH | 0.40 | 160.00 | 6.00 | 2,400.00 | 0.44 | 176.00 | ||
| 716-01-A | mulch (vegetative) | 22.17 | ACRE | 810.00 | 17,957.70 | 750.00 | 16,627.50 | 850.00 | 18,844.50 | ||
| 717-01 | seeding | 1,560 | LB | 10.00 | 15,600.00 | 7.00 | 10,920.00 | 9.00 | 14,040.00 | ||
| 718-01 | fertilizer | 35,820 | LB | 0.75 | 26,865.00 | 0.40 | 14,328.00 | 0.50 | 17,910.00 | ||
| 720-01-A | erosion control system, slope protection (type a) | 26,111 | SQYD | 1.40 | 36,555.40 | 1.20 | 31,333.20 | 1.50 | 39,166.50 | ||
| 720-01-C | erosion control system, flexible channel liner (type c) | 8,639 | SQYD | 2.00 | 17,278.00 | 1.80 | 15,550.20 | 2.25 | 19,437.75 | ||
| 720-01-D | erosion control system, flexible channel liner (type d) | 2,056 | SQYD | 2.25 | 4,626.00 | 2.00 | 4,112.00 | 2.37 | 4,872.72 | ||
| 720-01-E | erosion control system, flexible channel liner (type e) | 1,000 | SQYD | 4.00 | 4,000.00 | 3.00 | 3,000.00 | 3.75 | 3,750.00 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 60,000.00 | 60,000.00 | 35,000.00 | 35,000.00 | 40,000.00 | 40,000.00 | ||
| 724-01-C | pavement patching (14" minimum thickness) | 567 | SQYD | 140.00 | 79,380.00 | 150.00 | 85,050.00 | 160.00 | 90,720.00 | ||
| 725-02 | temporary detour roads | 3,318.0 | SQYD | 50.00 | 165,900.00 | 50.00 | 165,900.00 | 95.00 | 315,210.00 | ||
| 726-01 | bedding material | 659.5 | CUYD | 90.00 | 59,355.00 | 80.00 | 52,760.00 | 90.00 | 59,355.00 | ||
| 727-01 | mobilization | lump | LUMP | 1,300,000.00 | 1,300,000.00 | 1,535,000.00 | 1,535,000.00 | 1,750,000.00 | 1,750,000.00 | ||
| 729-19-A | dead end road installations (type a) | 1 | EACH | 2,500.00 | 2,500.00 | 2,500.00 | 2,500.00 | 2,600.00 | 2,600.00 | ||
| 731-02 | reflectorized raised pavement markers | 2,621 | EACH | 5.20 | 13,629.20 | 6.00 | 15,726.00 | 6.00 | 15,726.00 | ||
| 732-01-A | plastic pavement striping (4" width) | 1,551 | LNFT | 0.60 | 930.60 | 2.30 | 3,567.30 | 0.63 | 977.13 | ||
| 732-01-C | plastic pavement striping (8" width) | 8,671 | LNFT | 1.14 | 9,884.94 | 2.55 | 22,111.05 | 1.25 | 10,838.75 | ||
| 732-01-E | plastic pavement striping (24" width) | 1,604 | LNFT | 3.50 | 5,614.00 | 6.00 | 9,624.00 | 3.75 | 6,015.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 21.427 | MILE | 2,400.00 | 51,424.80 | 3,000.00 | 64,281.00 | 2,600.00 | 55,710.20 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 11.512 | MILE | 800.00 | 9,209.60 | 1,400.00 | 16,116.80 | 850.00 | 9,785.20 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 39 | EACH | 160.00 | 6,240.00 | 350.00 | 13,650.00 | 170.00 | 6,630.00 | ||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 2 | EACH | 160.00 | 320.00 | 400.00 | 800.00 | 170.00 | 340.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 21 | EACH | 230.00 | 4,830.00 | 400.00 | 8,400.00 | 250.00 | 5,250.00 | ||
| 732-05 | removal of existing markings | 3.676 | MILE | 4,000.00 | 14,704.00 | 3,500.00 | 12,866.00 | 4,200.00 | 15,439.20 | ||
| 735-01 | mailboxes | 15 | EACH | 22.00 | 330.00 | 25.00 | 375.00 | 25.00 | 375.00 | ||
| 735-02 | mailbox supports (single) | 15 | EACH | 170.00 | 2,550.00 | 175.00 | 2,625.00 | 150.00 | 2,250.00 | ||
| 736-01 | trenching and backfilling | 71 | LNFT | 7.00 | 497.00 | 6.00 | 426.00 | 8.00 | 568.00 | ||
| 736-04-A | signal support (40' treated timber pole) | 2 | EACH | 2,000.00 | 4,000.00 | 2,000.00 | 4,000.00 | 2,200.00 | 4,400.00 | ||
| 736-05-B | signal heads (1 section y, 8" lens) | 4 | EACH | 700.00 | 2,800.00 | 700.00 | 2,800.00 | 700.00 | 2,800.00 | ||
| 736-05-C | signal heads (1 section r, 8" lens) | 4 | EACH | 700.00 | 2,800.00 | 700.00 | 2,800.00 | 700.00 | 2,800.00 | ||
| 736-06 | signal service | 1 | EACH | 1,200.00 | 1,200.00 | 1,200.00 | 1,200.00 | 1,100.00 | 1,100.00 | ||
| 736-08 | signal controller (flasher) | 1 | EACH | 1,800.00 | 1,800.00 | 2,000.00 | 2,000.00 | 1,700.00 | 1,700.00 | ||
| 736-10 | underground junction box (type e) | 2 | EACH | 575.00 | 1,150.00 | 600.00 | 1,200.00 | 600.00 | 1,200.00 | ||
| 736-11-A | conduit (2" p.e.c.) | 71 | LNFT | 12.00 | 852.00 | 12.00 | 852.00 | 12.00 | 852.00 | ||
| 736-12-A | conductor (3c power) | 84 | LNFT | 5.00 | 420.00 | 5.00 | 420.00 | 5.00 | 420.00 | ||
| 736-12-B | conductor (6c power) | 100 | LNFT | 4.00 | 400.00 | 4.00 | 400.00 | 4.00 | 400.00 | ||
| 736-12-C | conductor (10c power) | 460 | LNFT | 5.00 | 2,300.00 | 5.00 | 2,300.00 | 5.00 | 2,300.00 | ||
| 739-01-A | hydro-seeding (forest service) | 80.00 | ACRE | 1,100.00 | 88,000.00 | 1,000.00 | 80,000.00 | 1,100.00 | 88,000.00 | ||
| 740-01 | construction layout | lump | LUMP | 200,000.00 | 200,000.00 | 350,000.00 | 350,000.00 | 200,000.00 | 200,000.00 | ||
| 740-02 | utility oversight and coordination | lump | LUMP | 40,000.00 | 40,000.00 | 71,000.00 | 71,000.00 | 50,000.00 | 50,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 130,000.00 | 130,000.00 | 155,000.00 | 155,000.00 | 90,000.00 | 90,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 28.52 | CUYD | 1,300.00 | 37,076.00 | 1,000.00 | 28,520.00 | 1,900.00 | 54,188.00 | ||
| 805-12-E | reinforced concrete box culverts (4'x 4') | 1,314.0 | LNFT | 250.00 | 328,500.00 | 450.00 | 591,300.00 | 485.00 | 637,290.00 | ||
| 805-12-I | reinforced concrete box culverts (5'x 5') | 144.0 | LNFT | 400.00 | 57,600.00 | 550.00 | 79,200.00 | 600.00 | 86,400.00 | ||
| 805-12-Y | reinforced concrete box culverts (3'x 3') | 30.0 | LNFT | 460.00 | 13,800.00 | 350.00 | 10,500.00 | 610.00 | 18,300.00 | ||
| 806-01 | deformed reinforcing steel | 2,252 | LB | 3.00 | 6,756.00 | 2.50 | 5,630.00 | 2.50 | 5,630.00 | ||
| S-001 | rumble strips (ground-in) | 7.7 | MILE | 1,200.00 | 9,240.00 | 1,400.00 | 10,780.00 | 1,000.00 | 7,700.00 | ||
| S-002 | forest service inspector | 210 | HOUR | 45.00 | 9,450.00 | 65.00 | 13,650.00 | 38.00 | 7,980.00 | ||
| S-003 | removal of s. p. 023-01-0049 & 023-02-0014 transition road |
lump | LUMP | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | 5,500.00 | 5,500.00 | ||
| ITEM TOTAL (CONSTRUCTION BID) | 15,149,536.75 | 17,583,968.85 | 18,028,409.43 | ||||||||
| NUMBER OF DAYS BID AT $2,700 PER DAY. | 1,620,000.00 | 1,957,500.00 | 1,971,000.00 | ||||||||
| TOTAL BID | 16,769,536.75 | 19,541,468.85 | 19,999,409.43 | ||||||||