| |||
| DBE GOAL FED | |||
| Lead Project: 102-01-0034 | |||
| Parish: CADDO | |||
| Routes: LA 511 | |||
| Description: WEST 70TH STREET (LA 526 - PINES ROAD) | |||
| Type Const:
grading, class ii bc, lime trmt, drain struct, superpave acp, pccp, traffic signalization and related work | |||
| Estimated Construction Cost: $16,322,762.87 | |||
| Maximum Number of Days Allowed for Construction: 620 | |||
| Calculated Daily User Cost: $3,000.00 | |||
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time | Total Bid |
|---|---|---|---|---|---|
| 1 | 28218 | F. J. BURNELL, INC. | $13,328,888.15 | 470 | $14,738,888.15 |
| 2 | 40615 | SPECIALTY TRACKHOE & DOZER SERV.INC | $13,413,931.90 | 600 | $15,213,931.90 |
| 3 | 36374 | BEST-YET BUILDERS, LLC | $13,543,736.80 | 600 | $15,343,736.80 |
| 4 | 34567 | JAMES CONSTRUCTION GROUP LLC | $13,851,894.85 | 582 | $15,597,894.85 |
| 5 | 39462 | JB JAMES CONSTRUCTION LLC | $14,932,875.90 | 620 | $16,792,875.90 |
| 6 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $14,992,473.82 | 550 | $16,642,473.82 |
| 7 | 12135 | BLOUNT BROS. CONSTRUCTION, INC. | $15,170,384.50 | 620 | $17,030,384.50 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - F. J. BURNELL, INC. |
- 2 - SPECIALTY TRACKHOE & DOZER SERV.INC |
- 3 - BEST-YET BUILDERS, LLC |
- 4 - JAMES CONSTRUCTION GROUP LLC |
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | LUMP | 125,000.00 | 125,000.00 | 130,000.00 | 130,000.00 | 100,000.00 | 100,000.00 | 230,000.00 | 230,000.00 |
| 202-01 | removal of structures & obstructions | lump | LUMP | 150,000.00 | 150,000.00 | 31,680.00 | 31,680.00 | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 |
| 202-02-A | removal of bridges(sta.134+22;31'x 57'concrete slab span bridge) |
1 | EACH | 7,500.00 | 7,500.00 | 13,420.00 | 13,420.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 |
| 202-02-B-01 | removal of concrete box culvert(sta.102+82;2-3'x 4'x 42) |
1 | EACH | 7,500.00 | 7,500.00 | 6,710.00 | 6,710.00 | 6,000.00 | 6,000.00 | 4,500.00 | 4,500.00 |
| 202-02-B-02 | removal of concrete box culvert(sta.170+35;3'x 3'x 46) | 1 | EACH | 7,500.00 | 7,500.00 | 6,710.00 | 6,710.00 | 4,500.00 | 4,500.00 | 3,700.00 | 3,700.00 |
| 202-02-C | removal of portland cement concrete pavement | 1,162 | SQYD | 6.00 | 6,972.00 | 11.55 | 13,421.10 | 8.00 | 9,296.00 | 15.00 | 17,430.00 |
| 202-02-D | removal of concrete walks & drives | 5,681 | SQYD | 6.00 | 34,086.00 | 6.00 | 34,086.00 | 10.00 | 56,810.00 | 10.00 | 56,810.00 |
| 202-02-E | removal of concrete curbs | 375.5 | LNFT | 3.00 | 1,126.50 | 9.00 | 3,379.50 | 10.00 | 3,755.00 | 3.00 | 1,126.50 |
| 202-02-F | removal of concrete combination curb & gutter | 1,022.8 | LNFT | 3.00 | 3,068.40 | 13.00 | 13,296.40 | 10.00 | 10,228.00 | 2.50 | 2,557.00 |
| 202-02-G | removal of surfacing & stabilized base | 49,632.5 | SQYD | 3.50 | 173,713.75 | 2.00 | 99,265.00 | 3.00 | 148,897.50 | 1.00 | 49,632.50 |
| 202-02-H | removal of guard rail | 536 | LNFT | 3.00 | 1,608.00 | 25.00 | 13,400.00 | 4.00 | 2,144.00 | 5.00 | 2,680.00 |
| 202-02-I | removal of existing traffic signal equipment | lump | LUMP | 3,000.00 | 3,000.00 | 6,600.00 | 6,600.00 | 2,500.00 | 2,500.00 | 3,425.00 | 3,425.00 |
| 202-02-J | removal of concrete headwall | 170.00 | LNFT | 25.00 | 4,250.00 | 79.00 | 13,430.00 | 10.00 | 1,700.00 | 130.00 | 22,100.00 |
| 202-02-K | removal of concrete median & curb | 58.00 | SQYD | 20.00 | 1,160.00 | 58.00 | 3,364.00 | 10.00 | 580.00 | 10.00 | 580.00 |
| 202-02-L | removal of signal mast arms | 4.00 | EACH | 500.00 | 2,000.00 | 1,100.00 | 4,400.00 | 400.00 | 1,600.00 | 1,350.00 | 5,400.00 |
| 202-02-M | removal of railroad | 100.00 | LNFT | 50.00 | 5,000.00 | 67.00 | 6,700.00 | 100.00 | 10,000.00 | 75.00 | 7,500.00 |
| 203-01 | general excavation | 41,188 | CUYD | 7.00 | 288,316.00 | 6.00 | 247,128.00 | 5.50 | 226,534.00 | 10.00 | 411,880.00 |
| 203-02 | drainage excavation | 445 | CUYD | 15.00 | 6,675.00 | 27.00 | 12,015.00 | 8.00 | 3,560.00 | 15.00 | 6,675.00 |
| 203-03 | embankment | 29,420 | CUYD | 11.50 | 338,330.00 | 12.00 | 353,040.00 | 12.00 | 353,040.00 | 18.00 | 529,560.00 |
| 204-02 | temporary hay or straw bales | 75 | EACH | 10.00 | 750.00 | 20.00 | 1,500.00 | 10.00 | 750.00 | 30.00 | 2,250.00 |
| 204-06 | temporary silt fencing | 6,382 | LNFT | 2.00 | 12,764.00 | 1.55 | 9,892.10 | 1.50 | 9,573.00 | 3.00 | 19,146.00 |
| 302-02-E | class ii base course (10" thick) | 96,852.0 | SQYD | 18.00 | 1,743,336.00 | 19.00 | 1,840,188.00 | 18.83 | 1,823,723.16 | 16.00 | 1,549,632.00 |
| 302-02-F | class ii base course (12" thick) | 2,141.7 | SQYD | 23.00 | 49,259.10 | 26.00 | 55,684.20 | 22.59 | 48,381.00 | 30.00 | 64,251.00 |
| 304-05 | lime treatment (type e) | 701.00 | TON | 350.00 | 245,350.00 | 245.00 | 171,745.00 | 1.00 | 701.00 | 300.00 | 210,300.00 |
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 230.0 | CUYD | 75.00 | 17,250.00 | 85.00 | 19,550.00 | 1.00 | 230.00 | 75.00 | 17,250.00 |
| 502-01 | superpave asphaltic concrete | 712.7 | TON | 200.00 | 142,540.00 | 123.50 | 88,018.45 | 100.00 | 71,270.00 | 160.00 | 114,032.00 |
| 509-01 | cold planing asphaltic pavement | 2,246 | SQYD | 7.00 | 15,722.00 | 6.50 | 14,599.00 | 3.00 | 6,738.00 | 3.00 | 6,738.00 |
| 601-01-K | portland cement concrete pavement (10" thick) | 91,433.9 | SQYD | 54.00 | 4,937,430.60 | 49.00 | 4,480,261.10 | 50.00 | 4,571,695.00 | 52.00 | 4,754,562.80 |
| 601-02-K | portland cement concrete pavement (10" thick) (crossovers & turnouts) |
2,570.1 | SQYD | 58.00 | 149,065.80 | 55.00 | 141,355.50 | 103.64 | 266,365.16 | 90.00 | 231,309.00 |
| 701-03-F | storm drain pipe (15" rcp/pcp) | 17,293 | LNFT | 36.00 | 622,548.00 | 38.00 | 657,134.00 | 39.00 | 674,427.00 | 57.00 | 985,701.00 |
| 701-03-G | storm drain pipe (18" rcp/pcp) | 1,925 | LNFT | 42.00 | 80,850.00 | 46.30 | 89,127.50 | 44.00 | 84,700.00 | 60.00 | 115,500.00 |
| 701-03-I | storm drain pipe (24" rcp/pcp) | 871 | LNFT | 58.00 | 50,518.00 | 58.00 | 50,518.00 | 74.00 | 64,454.00 | 78.00 | 67,938.00 |
| 701-03-K | storm drain pipe (30" rcp/pcp) | 506 | LNFT | 85.00 | 43,010.00 | 96.00 | 48,576.00 | 105.00 | 53,130.00 | 94.00 | 47,564.00 |
| 701-03-M | storm drain pipe (36" rcp/pcp) | 240 | LNFT | 100.00 | 24,000.00 | 100.00 | 24,000.00 | 144.50 | 34,680.00 | 122.00 | 29,280.00 |
| 701-03-N | storm drain pipe (42" rcp/pcp) | 576 | LNFT | 130.00 | 74,880.00 | 152.50 | 87,840.00 | 187.25 | 107,856.00 | 151.00 | 86,976.00 |
| 701-04-A | storm drain pipe arch (15" equiv. rcpa) | 409 | LNFT | 48.00 | 19,632.00 | 90.00 | 36,810.00 | 74.25 | 30,368.25 | 72.00 | 29,448.00 |
| 701-04-F | storm drain pipe arch (36" equiv. rcpa) | 298 | LNFT | 125.00 | 37,250.00 | 141.00 | 42,018.00 | 160.00 | 47,680.00 | 128.00 | 38,144.00 |
| 701-04-G | storm drain pipe arch (42" equiv. rcpa) | 305 | LNFT | 155.00 | 47,275.00 | 165.00 | 50,325.00 | 200.00 | 61,000.00 | 151.00 | 46,055.00 |
| 701-07-C | yard drain pipe (8") | 262 | LNFT | 20.00 | 5,240.00 | 32.50 | 8,515.00 | 25.00 | 6,550.00 | 19.00 | 4,978.00 |
| 701-09 | fabricating pipe fittings | 1 | EACH | 2,000.00 | 2,000.00 | 2,200.00 | 2,200.00 | 2,000.00 | 2,000.00 | 480.00 | 480.00 |
| 702-02-B | manholes (r-cb-11) | 1 | EACH | 4,000.00 | 4,000.00 | 8,200.00 | 8,200.00 | 3,500.00 | 3,500.00 | 3,125.00 | 3,125.00 |
| 702-02-G | manholes (mh 12.5" x 9") | 2 | EACH | 10,000.00 | 20,000.00 | 11,500.00 | 23,000.00 | 3,500.00 | 7,000.00 | 8,750.00 | 17,500.00 |
| 702-03-A | catch basins (cb-01) | 14 | EACH | 3,500.00 | 49,000.00 | 3,100.00 | 43,400.00 | 1,950.00 | 27,300.00 | 2,475.00 | 34,650.00 |
| 702-03-C | catch basins (cb-06) | 106 | EACH | 4,000.00 | 424,000.00 | 4,200.00 | 445,200.00 | 2,550.00 | 270,300.00 | 2,825.00 | 299,450.00 |
| 702-03-D | catch basins (cb-07) | 49 | EACH | 5,000.00 | 245,000.00 | 5,200.00 | 254,800.00 | 4,000.00 | 196,000.00 | 3,050.00 | 149,450.00 |
| 702-03-F | catch basins (cb-08) | 20 | EACH | 6,000.00 | 120,000.00 | 7,700.00 | 154,000.00 | 5,000.00 | 100,000.00 | 5,650.00 | 113,000.00 |
| 702-03-H | catch basins (cb-05) | 10 | EACH | 1,200.00 | 12,000.00 | 1,800.00 | 18,000.00 | 800.00 | 8,000.00 | 950.00 | 9,500.00 |
| 702-03-I | catch basins (cb-sd07-02) | 2 | EACH | 8,000.00 | 16,000.00 | 12,000.00 | 24,000.00 | 8,000.00 | 16,000.00 | 3,125.00 | 6,250.00 |
| 702-03-J | catch basins (cb-sd08) | 3 | EACH | 10,000.00 | 30,000.00 | 12,000.00 | 36,000.00 | 10,000.00 | 30,000.00 | 6,250.00 | 18,750.00 |
| 702-08-A | side drain safety end (type 1) | 2 | EACH | 1,000.00 | 2,000.00 | 1,650.00 | 3,300.00 | 1,575.00 | 3,150.00 | 1,220.00 | 2,440.00 |
| 703-03 | perforated pipe underdrain | 26,445 | LNFT | 12.00 | 317,340.00 | 9.50 | 251,227.50 | 12.00 | 317,340.00 | 10.00 | 264,450.00 |
| 705-01 | barbed wire fence | 416 | LNFT | 6.00 | 2,496.00 | 7.50 | 3,120.00 | 5.00 | 2,080.00 | 7.50 | 3,120.00 |
| 705-04 | single swinging driveway gates | 1 | EACH | 700.00 | 700.00 | 550.00 | 550.00 | 600.00 | 600.00 | 550.00 | 550.00 |
| 705-06-A | chain link fence (4-foot height) | 595 | LNFT | 16.00 | 9,520.00 | 22.00 | 13,090.00 | 14.00 | 8,330.00 | 220.00 | 130,900.00 |
| 705-08-A-01 | 30-foot double gates for chain link fence (4-foot height) |
1 | DBGT | 900.00 | 900.00 | 1,660.00 | 1,660.00 | 800.00 | 800.00 | 1,660.00 | 1,660.00 |
| 705-08-A-02 | 22-foot double gates for chain link fence (4-foot height) |
1 | DBGT | 900.00 | 900.00 | 1,560.00 | 1,560.00 | 800.00 | 800.00 | 1,560.00 | 1,560.00 |
| 705-08-A-03 | 16-foot double gates for chain link fence (4-foot height) |
1 | DBGT | 900.00 | 900.00 | 1,460.00 | 1,460.00 | 800.00 | 800.00 | 1,460.00 | 1,460.00 |
| 705-09 | rebuilt fence | 774 | LNFT | 22.00 | 17,028.00 | 28.00 | 21,672.00 | 20.00 | 15,480.00 | 16.50 | 12,771.00 |
| 706-01-A | concrete walk (4" thick) | 1,195.3 | SQYD | 38.00 | 45,421.40 | 33.00 | 39,444.90 | 40.00 | 47,812.00 | 45.00 | 53,788.50 |
| 706-02-C | concrete drive (6" thick) | 3,832.7 | SQYD | 43.00 | 164,806.10 | 48.00 | 183,969.60 | 50.00 | 191,635.00 | 36.00 | 137,977.20 |
| 706-03-A | incidental concrete paving (4" thick) | 19.2 | SQYD | 75.00 | 1,440.00 | 200.00 | 3,840.00 | 100.00 | 1,920.00 | 155.00 | 2,976.00 |
| 706-04 | handicap ramps | 28 | EACH | 800.00 | 22,400.00 | 650.00 | 18,200.00 | 1,000.00 | 28,000.00 | 500.00 | 14,000.00 |
| 707-01 | concrete curb | 25,512.3 | LNFT | 6.00 | 153,073.80 | 4.00 | 102,049.20 | 6.00 | 153,073.80 | 3.00 | 76,536.90 |
| 707-03 | combination concrete curb & gutter | 1,024.0 | LNFT | 17.00 | 17,408.00 | 20.00 | 20,480.00 | 35.00 | 35,840.00 | 28.00 | 28,672.00 |
| 708-01 | right-of-way monument | 70 | EACH | 200.00 | 14,000.00 | 190.00 | 13,300.00 | 330.00 | 23,100.00 | 200.00 | 14,000.00 |
| 711-02-C | riprap (30 lb) | 220 | CUYD | 90.00 | 19,800.00 | 124.00 | 27,280.00 | 55.00 | 12,100.00 | 135.00 | 29,700.00 |
| 711-04 | geotextile fabric | 668 | SQYD | 2.00 | 1,336.00 | 1.25 | 835.00 | 2.00 | 1,336.00 | 3.50 | 2,338.00 |
| 712-04 | flexible revetment | 320 | SQYD | 45.00 | 14,400.00 | 50.00 | 16,000.00 | 60.00 | 19,200.00 | 75.00 | 24,000.00 |
| 713-01 | temporary signs & barricades | lump | LUMP | 125,000.00 | 125,000.00 | 80,000.00 | 80,000.00 | 500,000.00 | 500,000.00 | 86,000.00 | 86,000.00 |
| 713-02-A | temporary pavement markings (4" width) | 4,550 | LNFT | 0.30 | 1,365.00 | 0.30 | 1,365.00 | 1.00 | 4,550.00 | 0.10 | 455.00 |
| 713-02-E | temporary pavement markings (4" width) | 366 | LNFT | 1.50 | 549.00 | 1.00 | 366.00 | 1.00 | 366.00 | 0.10 | 36.60 |
| 713-04-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
2.419 | MILE | 10,000.00 | 24,190.00 | 8,500.00 | 20,561.50 | 7,500.00 | 18,142.50 | 7,475.00 | 18,082.03 |
| 716-01-A | mulch (vegetative) | 18.70 | TON | 500.00 | 9,350.00 | 850.00 | 15,895.00 | 450.00 | 8,415.00 | 650.00 | 12,155.00 |
| 717-01 | seeding | 321 | LB | 10.00 | 3,210.00 | 8.00 | 2,568.00 | 8.00 | 2,568.00 | 8.50 | 2,728.50 |
| 718-01 | fertilizer | 10,710 | LB | 0.60 | 6,426.00 | 0.45 | 4,819.50 | 0.50 | 5,355.00 | 0.45 | 4,819.50 |
| 725-01 | temporary detour roads | 4,429.2 | SQYD | 50.00 | 221,460.00 | 66.00 | 292,327.20 | 35.00 | 155,022.00 | 40.00 | 177,168.00 |
| 726-01 | bedding material | 2,361.0 | CUYD | 75.00 | 177,075.00 | 77.00 | 181,797.00 | 65.00 | 153,465.00 | 62.50 | 147,562.50 |
| 727-01 | mobilization | lump | LUMP | 630,000.00 | 630,000.00 | 850,000.00 | 850,000.00 | 1,000,000.00 | 1,000,000.00 | 1,300,000.00 | 1,300,000.00 |
| 729-01-A | sign (type a)(24" x 30") | 40 | SQFT | 60.00 | 2,400.00 | 50.00 | 2,000.00 | 50.00 | 2,000.00 | 51.00 | 2,040.00 |
| 729-01-B | sign (type a)(18" x varies) | 36 | SQFT | 180.00 | 6,480.00 | 150.00 | 5,400.00 | 160.00 | 5,760.00 | 60.00 | 2,160.00 |
| 729-16-C | object marker assembly (type 3) | 20 | EACH | 100.00 | 2,000.00 | 110.00 | 2,200.00 | 100.00 | 2,000.00 | 83.00 | 1,660.00 |
| 731-02 | reflectorized raised pavement markers | 1,083 | EACH | 6.00 | 6,498.00 | 5.00 | 5,415.00 | 5.25 | 5,685.75 | 5.25 | 5,685.75 |
| 732-01-C | plastic pavement striping (8" width) | 1,824 | LNFT | 1.15 | 2,097.60 | 1.00 | 1,824.00 | 1.15 | 2,097.60 | 1.15 | 2,097.60 |
| 732-01-E | plastic pavement striping (24" width) | 873 | LNFT | 3.50 | 3,055.50 | 3.00 | 2,619.00 | 4.50 | 3,928.50 | 4.50 | 3,928.50 |
| 732-02-A | plastic pavement striping (solid line) (4" width) | 9.626 | MILE | 2,600.00 | 25,027.60 | 2,400.00 | 23,102.40 | 2,450.00 | 23,583.70 | 2,450.00 | 23,583.70 |
| 732-03-A | plastic pavement striping (broken line)(4" width) | 8.385 | MILE | 900.00 | 7,546.50 | 750.00 | 6,288.75 | 825.00 | 6,917.63 | 825.00 | 6,917.63 |
| 732-04-A | plastic pavement legends & symbols (arrow) | 24 | EACH | 170.00 | 4,080.00 | 150.00 | 3,600.00 | 235.00 | 5,640.00 | 235.00 | 5,640.00 |
| 732-04-B | plastic pavement legends & symbols (double arrow) | 23 | EACH | 200.00 | 4,600.00 | 175.00 | 4,025.00 | 250.00 | 5,750.00 | 250.00 | 5,750.00 |
| 735-01 | mailboxes | 27 | EACH | 1.00 | 27.00 | 90.00 | 2,430.00 | 50.00 | 1,350.00 | 9.65 | 260.64 |
| 735-02 | mailbox supports (single) | 27 | EACH | 150.00 | 4,050.00 | 190.00 | 5,130.00 | 100.00 | 2,700.00 | 150.00 | 4,050.00 |
| 736-01 | trenching & backfilling | 310 | LNFT | 4.50 | 1,395.00 | 4.50 | 1,395.00 | 4.00 | 1,240.00 | 4.00 | 1,240.00 |
| 736-03-A | jacked or bored conduit (3" pec, sch 80) | 740 | LNFT | 45.00 | 33,300.00 | 27.50 | 20,350.00 | 40.00 | 29,600.00 | 25.00 | 18,500.00 |
| 736-04-A | signal support (mast arm standard and 45 ft. arm) | 5 | EACH | 12,000.00 | 60,000.00 | 12,500.00 | 62,500.00 | 10,600.00 | 53,000.00 | 9,500.00 | 47,500.00 |
| 736-04-B | signal support (mast arm standard and 50 ft. arm) | 2 | EACH | 13,250.00 | 26,500.00 | 14,000.00 | 28,000.00 | 11,800.00 | 23,600.00 | 10,500.00 | 21,000.00 |
| 736-04-C | signal support (mast arm standard and 55 ft. arm) | 1 | EACH | 15,000.00 | 15,000.00 | 15,500.00 | 15,500.00 | 12,950.00 | 12,950.00 | 10,820.00 | 10,820.00 |
| 736-05-A | signal heads (3 signal r,y,g,12" led lens) | 15 | EACH | 1,700.00 | 25,500.00 | 1,400.00 | 21,000.00 | 1,500.00 | 22,500.00 | 1,160.00 | 17,400.00 |
| 736-05-B | signal heads (r,y,g,lty,ltg,12" led lens) | 8 | EACH | 2,400.00 | 19,200.00 | 2,300.00 | 18,400.00 | 2,100.00 | 16,800.00 | 1,900.00 | 15,200.00 |
| 736-05-C | signal heads (r,y,g,rty,rtg,12" led lens) | 2 | EACH | 2,400.00 | 4,800.00 | 2,300.00 | 4,600.00 | 2,100.00 | 4,200.00 | 1,900.00 | 3,800.00 |
| 736-06-A | signal service (required pole) | 2 | EACH | 1,700.00 | 3,400.00 | 2,000.00 | 4,000.00 | 1,500.00 | 3,000.00 | 2,200.00 | 4,400.00 |
| 736-08-A | signal controller (ts-2,type 2 in type 6 base mounted cabinet) |
2 | EACH | 22,500.00 | 45,000.00 | 23,000.00 | 46,000.00 | 20,000.00 | 40,000.00 | 20,110.00 | 40,220.00 |
| 736-09 | loop detector | 1,771 | LNFT | 20.00 | 35,420.00 | 22.00 | 38,962.00 | 18.00 | 31,878.00 | 13.50 | 23,908.50 |
| 736-10-A | underground junction box (type "d") | 8 | EACH | 225.00 | 1,800.00 | 250.00 | 2,000.00 | 200.00 | 1,600.00 | 450.00 | 3,600.00 |
| 736-10-B | underground junction box (type "f") | 6 | EACH | 900.00 | 5,400.00 | 500.00 | 3,000.00 | 800.00 | 4,800.00 | 640.00 | 3,840.00 |
| 736-10-C | underground junction box (type "h") | 2 | EACH | 1,350.00 | 2,700.00 | 1,000.00 | 2,000.00 | 1,200.00 | 2,400.00 | 1,400.00 | 2,800.00 |
| 736-11-A | conduit (1" pec, sch 80) | 395 | LNFT | 5.60 | 2,212.00 | 3.00 | 1,185.00 | 5.00 | 1,975.00 | 1.40 | 553.00 |
| 736-11-B | conduit (2" pec, sch 80) | 150 | LNFT | 11.00 | 1,650.00 | 5.00 | 750.00 | 9.00 | 1,350.00 | 1.90 | 285.00 |
| 736-11-C | conduit (3" pec, sch 80) | 60 | LNFT | 15.00 | 900.00 | 10.00 | 600.00 | 12.00 | 720.00 | 2.60 | 156.00 |
| 736-12-A | conductor (2c,14 awg) | 650 | LNFT | 2.25 | 1,462.50 | 2.00 | 1,300.00 | 2.00 | 1,300.00 | 1.00 | 650.00 |
| 736-12-B | conductor (6c,14 awg) | 145 | LNFT | 4.00 | 580.00 | 3.00 | 435.00 | 3.00 | 435.00 | 1.50 | 217.50 |
| 736-12-C | conductor (10c,14 awg) | 2,460 | LNFT | 4.50 | 11,070.00 | 4.00 | 9,840.00 | 4.00 | 9,840.00 | 1.80 | 4,428.00 |
| 736-12-D | conductor (3c,6 awg) | 20 | LNFT | 50.00 | 1,000.00 | 10.00 | 200.00 | 20.00 | 400.00 | 3.80 | 76.00 |
| 740-01 | construction layout | lump | LUMP | 120,000.00 | 120,000.00 | 380,000.00 | 380,000.00 | 400,000.00 | 400,000.00 | 100,000.00 | 100,000.00 |
| 805-01-B | class a concrete (box culvert headwalls) | 71.89 | CUYD | 1,100.00 | 79,079.00 | 1,100.00 | 79,079.00 | 600.00 | 43,134.00 | 1,000.00 | 71,890.00 |
| 805-12-M | reinforced concrete box culverts (6'x 6') | 534.0 | LNFT | 470.00 | 250,980.00 | 700.00 | 373,800.00 | 700.00 | 373,800.00 | 500.00 | 267,000.00 |
| 806-01 | deformed reinforcing steel | 5,357 | LB | 1.00 | 5,357.00 | 1.50 | 8,035.50 | 0.75 | 4,017.75 | 2.00 | 10,714.00 |
| S-001 | saw cutting portland cement concrete pavement | 1,531 | INFT | 5.00 | 7,655.00 | 15.50 | 23,730.50 | 1.25 | 1,913.75 | 1.00 | 1,531.00 |
| S-002 | saw cutting asphaltic concrete pavement | 1,259 | INFT | 5.00 | 6,295.00 | 13.50 | 16,996.50 | 1.25 | 1,573.75 | 0.50 | 629.50 |
| S-003 | video dectector device and connection | 8 | EACH | 8,000.00 | 64,000.00 | 7,500.00 | 60,000.00 | 7,000.00 | 56,000.00 | 6,050.00 | 48,400.00 |
| S-004 | video detection system | 2 | EACH | 5,600.00 | 11,200.00 | 5,000.00 | 10,000.00 | 5,000.00 | 10,000.00 | 4,565.00 | 9,130.00 |
| S-005 | signal head adjustment | lump | LUMP | 2,250.00 | 2,250.00 | 1,500.00 | 1,500.00 | 2,000.00 | 2,000.00 | 4,425.00 | 4,425.00 |
| S-006 | sign adjustment | lump | LUMP | 1,700.00 | 1,700.00 | 500.00 | 500.00 | 1,500.00 | 1,500.00 | 3,325.00 | 3,325.00 |
| S-007 | video detector adjustment | lump | LUMP | 2,250.00 | 2,250.00 | 3,000.00 | 3,000.00 | 2,000.00 | 2,000.00 | 4,810.00 | 4,810.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 13,328,888.15 | 13,413,931.90 | 13,543,736.80 | 13,851,894.85 | |||||||
| NUMBER OF DAYS BID AT $3,000 PER DAY. | 1,410,000.00 | 1,800,000.00 | 1,800,000.00 | 1,746,000.00 | |||||||
| TOTAL BID | 14,738,888.15 | 15,213,931.90 | 15,343,736.80 | 15,597,894.85 | |||||||
| Item Number | Item Description | Quantity | Unit of Measure | - 5 - JB JAMES CONSTRUCTION LLC |
- 6 - GILCHRIST CONSTRUCTION CO. LLC |
- 7 - BLOUNT BROS. CONSTRUCTION, INC. |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing and grubbing | lump | LUMP | 800,000.00 | 800,000.00 | 650,000.00 | 650,000.00 | 40,000.00 | 40,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 300,000.00 | 300,000.00 | ||
| 202-02-A | removal of bridges(sta.134+22;31'x 57'concrete slab span bridge) |
1 | EACH | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 50,000.00 | 50,000.00 | ||
| 202-02-B-01 | removal of concrete box culvert(sta.102+82;2-3'x 4'x 42) |
1 | EACH | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | ||
| 202-02-B-02 | removal of concrete box culvert(sta.170+35;3'x 3'x 46) | 1 | EACH | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | ||
| 202-02-C | removal of portland cement concrete pavement | 1,162 | SQYD | 14.00 | 16,268.00 | 12.00 | 13,944.00 | 10.00 | 11,620.00 | ||
| 202-02-D | removal of concrete walks & drives | 5,681 | SQYD | 9.00 | 51,129.00 | 5.80 | 32,949.80 | 10.00 | 56,810.00 | ||
| 202-02-E | removal of concrete curbs | 375.5 | LNFT | 6.00 | 2,253.00 | 9.00 | 3,379.50 | 10.00 | 3,755.00 | ||
| 202-02-F | removal of concrete combination curb & gutter | 1,022.8 | LNFT | 6.00 | 6,136.80 | 7.50 | 7,671.00 | 12.00 | 12,273.60 | ||
| 202-02-G | removal of surfacing & stabilized base | 49,632.5 | SQYD | 3.00 | 148,897.50 | 3.40 | 168,750.50 | 6.00 | 297,795.00 | ||
| 202-02-H | removal of guard rail | 536 | LNFT | 6.00 | 3,216.00 | 10.00 | 5,360.00 | 10.00 | 5,360.00 | ||
| 202-02-I | removal of existing traffic signal equipment | lump | LUMP | 3,500.00 | 3,500.00 | 4,000.00 | 4,000.00 | 12,000.00 | 12,000.00 | ||
| 202-02-J | removal of concrete headwall | 170.00 | LNFT | 70.00 | 11,900.00 | 25.00 | 4,250.00 | 100.00 | 17,000.00 | ||
| 202-02-K | removal of concrete median & curb | 58.00 | SQYD | 25.00 | 1,450.00 | 15.00 | 870.00 | 15.00 | 870.00 | ||
| 202-02-L | removal of signal mast arms | 4.00 | EACH | 2,000.00 | 8,000.00 | 1,600.00 | 6,400.00 | 1,500.00 | 6,000.00 | ||
| 202-02-M | removal of railroad | 100.00 | LNFT | 64.00 | 6,400.00 | 70.00 | 7,000.00 | 100.00 | 10,000.00 | ||
| 203-01 | general excavation | 41,188 | CUYD | 9.00 | 370,692.00 | 5.30 | 218,296.40 | 8.00 | 329,504.00 | ||
| 203-02 | drainage excavation | 445 | CUYD | 18.00 | 8,010.00 | 8.00 | 3,560.00 | 12.00 | 5,340.00 | ||
| 203-03 | embankment | 29,420 | CUYD | 20.00 | 588,400.00 | 15.80 | 464,836.00 | 12.00 | 353,040.00 | ||
| 204-02 | temporary hay or straw bales | 75 | EACH | 20.00 | 1,500.00 | 20.00 | 1,500.00 | 12.00 | 900.00 | ||
| 204-06 | temporary silt fencing | 6,382 | LNFT | 1.50 | 9,573.00 | 3.00 | 19,146.00 | 3.00 | 19,146.00 | ||
| 302-02-E | class ii base course (10" thick) | 96,852.0 | SQYD | 17.00 | 1,646,484.00 | 16.00 | 1,549,632.00 | 19.00 | 1,840,188.00 | ||
| 302-02-F | class ii base course (12" thick) | 2,141.7 | SQYD | 34.00 | 72,817.80 | 30.00 | 64,251.00 | 23.00 | 49,259.10 | ||
| 304-05 | lime treatment (type e) | 701.00 | TON | 330.00 | 231,330.00 | 185.00 | 129,685.00 | 300.00 | 210,300.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 230.0 | CUYD | 70.00 | 16,100.00 | 100.00 | 23,000.00 | 50.00 | 11,500.00 | ||
| 502-01 | superpave asphaltic concrete | 712.7 | TON | 200.00 | 142,540.00 | 210.00 | 149,667.00 | 180.00 | 128,286.00 | ||
| 509-01 | cold planing asphaltic pavement | 2,246 | SQYD | 6.00 | 13,476.00 | 6.00 | 13,476.00 | 7.00 | 15,722.00 | ||
| 601-01-K | portland cement concrete pavement (10" thick) | 91,433.9 | SQYD | 50.00 | 4,571,695.00 | 49.00 | 4,480,261.10 | 60.00 | 5,486,034.00 | ||
| 601-02-K | portland cement concrete pavement (10" thick) (crossovers & turnouts) |
2,570.1 | SQYD | 68.00 | 174,766.80 | 92.50 | 237,734.25 | 64.00 | 164,486.40 | ||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 17,293 | LNFT | 51.00 | 881,943.00 | 53.70 | 928,634.10 | 45.00 | 778,185.00 | ||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 1,925 | LNFT | 59.00 | 113,575.00 | 68.00 | 130,900.00 | 50.00 | 96,250.00 | ||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 871 | LNFT | 71.00 | 61,841.00 | 80.00 | 69,680.00 | 60.00 | 52,260.00 | ||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 506 | LNFT | 86.00 | 43,516.00 | 130.00 | 65,780.00 | 80.00 | 40,480.00 | ||
| 701-03-M | storm drain pipe (36" rcp/pcp) | 240 | LNFT | 102.00 | 24,480.00 | 140.00 | 33,600.00 | 150.00 | 36,000.00 | ||
| 701-03-N | storm drain pipe (42" rcp/pcp) | 576 | LNFT | 127.00 | 73,152.00 | 190.00 | 109,440.00 | 210.00 | 120,960.00 | ||
| 701-04-A | storm drain pipe arch (15" equiv. rcpa) | 409 | LNFT | 61.00 | 24,949.00 | 88.00 | 35,992.00 | 65.00 | 26,585.00 | ||
| 701-04-F | storm drain pipe arch (36" equiv. rcpa) | 298 | LNFT | 104.00 | 30,992.00 | 150.00 | 44,700.00 | 180.00 | 53,640.00 | ||
| 701-04-G | storm drain pipe arch (42" equiv. rcpa) | 305 | LNFT | 144.00 | 43,920.00 | 200.00 | 61,000.00 | 230.00 | 70,150.00 | ||
| 701-07-C | yard drain pipe (8") | 262 | LNFT | 48.00 | 12,576.00 | 29.90 | 7,833.80 | 25.00 | 6,550.00 | ||
| 701-09 | fabricating pipe fittings | 1 | EACH | 1,700.00 | 1,700.00 | 970.00 | 970.00 | 30,000.00 | 30,000.00 | ||
| 702-02-B | manholes (r-cb-11) | 1 | EACH | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | ||
| 702-02-G | manholes (mh 12.5" x 9") | 2 | EACH | 5,000.00 | 10,000.00 | 11,500.00 | 23,000.00 | 6,500.00 | 13,000.00 | ||
| 702-03-A | catch basins (cb-01) | 14 | EACH | 2,800.00 | 39,200.00 | 3,300.00 | 46,200.00 | 5,000.00 | 70,000.00 | ||
| 702-03-C | catch basins (cb-06) | 106 | EACH | 4,500.00 | 477,000.00 | 4,000.00 | 424,000.00 | 4,500.00 | 477,000.00 | ||
| 702-03-D | catch basins (cb-07) | 49 | EACH | 5,000.00 | 245,000.00 | 4,600.00 | 225,400.00 | 5,500.00 | 269,500.00 | ||
| 702-03-F | catch basins (cb-08) | 20 | EACH | 5,600.00 | 112,000.00 | 6,900.00 | 138,000.00 | 6,500.00 | 130,000.00 | ||
| 702-03-H | catch basins (cb-05) | 10 | EACH | 3,900.00 | 39,000.00 | 1,300.00 | 13,000.00 | 4,000.00 | 40,000.00 | ||
| 702-03-I | catch basins (cb-sd07-02) | 2 | EACH | 5,600.00 | 11,200.00 | 12,300.00 | 24,600.00 | 6,500.00 | 13,000.00 | ||
| 702-03-J | catch basins (cb-sd08) | 3 | EACH | 5,600.00 | 16,800.00 | 14,300.00 | 42,900.00 | 6,500.00 | 19,500.00 | ||
| 702-08-A | side drain safety end (type 1) | 2 | EACH | 3,350.00 | 6,700.00 | 1,800.00 | 3,600.00 | 2,000.00 | 4,000.00 | ||
| 703-03 | perforated pipe underdrain | 26,445 | LNFT | 9.00 | 238,005.00 | 9.90 | 261,805.50 | 15.00 | 396,675.00 | ||
| 705-01 | barbed wire fence | 416 | LNFT | 8.00 | 3,328.00 | 7.50 | 3,120.00 | 6.00 | 2,496.00 | ||
| 705-04 | single swinging driveway gates | 1 | EACH | 615.00 | 615.00 | 580.00 | 580.00 | 800.00 | 800.00 | ||
| 705-06-A | chain link fence (4-foot height) | 595 | LNFT | 22.00 | 13,090.00 | 23.00 | 13,685.00 | 22.00 | 13,090.00 | ||
| 705-08-A-01 | 30-foot double gates for chain link fence (4-foot height) |
1 | DBGT | 1,700.00 | 1,700.00 | 1,700.00 | 1,700.00 | 2,000.00 | 2,000.00 | ||
| 705-08-A-02 | 22-foot double gates for chain link fence (4-foot height) |
1 | DBGT | 1,600.00 | 1,600.00 | 1,200.00 | 1,200.00 | 1,900.00 | 1,900.00 | ||
| 705-08-A-03 | 16-foot double gates for chain link fence (4-foot height) |
1 | DBGT | 1,600.00 | 1,600.00 | 875.00 | 875.00 | 1,800.00 | 1,800.00 | ||
| 705-09 | rebuilt fence | 774 | LNFT | 45.00 | 34,830.00 | 35.00 | 27,090.00 | 20.00 | 15,480.00 | ||
| 706-01-A | concrete walk (4" thick) | 1,195.3 | SQYD | 40.00 | 47,812.00 | 38.00 | 45,421.40 | 48.00 | 57,374.40 | ||
| 706-02-C | concrete drive (6" thick) | 3,832.7 | SQYD | 50.00 | 191,635.00 | 60.00 | 229,962.00 | 50.00 | 191,635.00 | ||
| 706-03-A | incidental concrete paving (4" thick) | 19.2 | SQYD | 150.00 | 2,880.00 | 43.00 | 825.60 | 48.00 | 921.60 | ||
| 706-04 | handicap ramps | 28 | EACH | 900.00 | 25,200.00 | 730.00 | 20,440.00 | 1,800.00 | 50,400.00 | ||
| 707-01 | concrete curb | 25,512.3 | LNFT | 4.00 | 102,049.20 | 3.80 | 96,946.74 | 6.00 | 153,073.80 | ||
| 707-03 | combination concrete curb & gutter | 1,024.0 | LNFT | 30.00 | 30,720.00 | 22.00 | 22,528.00 | 25.00 | 25,600.00 | ||
| 708-01 | right-of-way monument | 70 | EACH | 225.00 | 15,750.00 | 500.00 | 35,000.00 | 300.00 | 21,000.00 | ||
| 711-02-C | riprap (30 lb) | 220 | CUYD | 155.00 | 34,100.00 | 95.00 | 20,900.00 | 80.00 | 17,600.00 | ||
| 711-04 | geotextile fabric | 668 | SQYD | 3.00 | 2,004.00 | 2.30 | 1,536.40 | 3.00 | 2,004.00 | ||
| 712-04 | flexible revetment | 320 | SQYD | 82.00 | 26,240.00 | 55.00 | 17,600.00 | 65.00 | 20,800.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 185,000.00 | 185,000.00 | 350,000.00 | 350,000.00 | 90,000.00 | 90,000.00 | ||
| 713-02-A | temporary pavement markings (4" width) | 4,550 | LNFT | 2.00 | 9,100.00 | 1.00 | 4,550.00 | 0.35 | 1,592.50 | ||
| 713-02-E | temporary pavement markings (4" width) | 366 | LNFT | 2.00 | 732.00 | 1.00 | 366.00 | 1.10 | 402.60 | ||
| 713-04-A-01 | temporary pavement markings (solid line)(4" width) (type 1 removable) |
2.419 | MILE | 8,400.00 | 20,319.60 | 10,000.00 | 24,190.00 | 9,500.00 | 22,980.50 | ||
| 716-01-A | mulch (vegetative) | 18.70 | TON | 670.00 | 12,529.00 | 400.00 | 7,480.00 | 700.00 | 13,090.00 | ||
| 717-01 | seeding | 321 | LB | 10.00 | 3,210.00 | 8.20 | 2,632.20 | 12.00 | 3,852.00 | ||
| 718-01 | fertilizer | 10,710 | LB | 0.40 | 4,284.00 | 0.65 | 6,961.50 | 1.00 | 10,710.00 | ||
| 725-01 | temporary detour roads | 4,429.2 | SQYD | 50.00 | 221,460.00 | 75.00 | 332,190.00 | 75.00 | 332,190.00 | ||
| 726-01 | bedding material | 2,361.0 | CUYD | 64.00 | 151,104.00 | 80.00 | 188,880.00 | 60.00 | 141,660.00 | ||
| 727-01 | mobilization | lump | LUMP | 1,450,000.00 | 1,450,000.00 | 1,450,000.00 | 1,450,000.00 | 600,000.00 | 600,000.00 | ||
| 729-01-A | sign (type a)(24" x 30") | 40 | SQFT | 51.00 | 2,040.00 | 55.00 | 2,200.00 | 100.00 | 4,000.00 | ||
| 729-01-B | sign (type a)(18" x varies) | 36 | SQFT | 60.00 | 2,160.00 | 65.00 | 2,340.00 | 200.00 | 7,200.00 | ||
| 729-16-C | object marker assembly (type 3) | 20 | EACH | 100.00 | 2,000.00 | 85.00 | 1,700.00 | 150.00 | 3,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 1,083 | EACH | 5.50 | 5,956.50 | 6.10 | 6,606.30 | 6.00 | 6,498.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 1,824 | LNFT | 1.30 | 2,371.20 | 1.30 | 2,371.20 | 1.10 | 2,006.40 | ||
| 732-01-E | plastic pavement striping (24" width) | 873 | LNFT | 2.00 | 1,746.00 | 5.25 | 4,583.25 | 4.00 | 3,492.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 9.626 | MILE | 2,450.00 | 23,583.70 | 2,800.00 | 26,952.80 | 2,600.00 | 25,027.60 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 8.385 | MILE | 850.00 | 7,127.25 | 960.00 | 8,049.60 | 1,000.00 | 8,385.00 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 24 | EACH | 235.00 | 5,640.00 | 275.00 | 6,600.00 | 175.00 | 4,200.00 | ||
| 732-04-B | plastic pavement legends & symbols (double arrow) | 23 | EACH | 250.00 | 5,750.00 | 290.00 | 6,670.00 | 200.00 | 4,600.00 | ||
| 735-01 | mailboxes | 27 | EACH | 1.00 | 27.00 | 10.00 | 270.00 | 100.00 | 2,700.00 | ||
| 735-02 | mailbox supports (single) | 27 | EACH | 150.00 | 4,050.00 | 154.44 | 4,169.88 | 150.00 | 4,050.00 | ||
| 736-01 | trenching & backfilling | 310 | LNFT | 3.70 | 1,147.00 | 4.50 | 1,395.00 | 6.00 | 1,860.00 | ||
| 736-03-A | jacked or bored conduit (3" pec, sch 80) | 740 | LNFT | 25.65 | 18,981.00 | 30.00 | 22,200.00 | 30.00 | 22,200.00 | ||
| 736-04-A | signal support (mast arm standard and 45 ft. arm) | 5 | EACH | 9,500.00 | 47,500.00 | 11,000.00 | 55,000.00 | 15,000.00 | 75,000.00 | ||
| 736-04-B | signal support (mast arm standard and 50 ft. arm) | 2 | EACH | 10,500.00 | 21,000.00 | 12,000.00 | 24,000.00 | 17,000.00 | 34,000.00 | ||
| 736-04-C | signal support (mast arm standard and 55 ft. arm) | 1 | EACH | 11,000.00 | 11,000.00 | 12,500.00 | 12,500.00 | 18,500.00 | 18,500.00 | ||
| 736-05-A | signal heads (3 signal r,y,g,12" led lens) | 15 | EACH | 1,160.00 | 17,400.00 | 1,300.00 | 19,500.00 | 1,600.00 | 24,000.00 | ||
| 736-05-B | signal heads (r,y,g,lty,ltg,12" led lens) | 8 | EACH | 1,882.00 | 15,056.00 | 2,100.00 | 16,800.00 | 2,500.00 | 20,000.00 | ||
| 736-05-C | signal heads (r,y,g,rty,rtg,12" led lens) | 2 | EACH | 1,882.00 | 3,764.00 | 2,100.00 | 4,200.00 | 2,500.00 | 5,000.00 | ||
| 736-06-A | signal service (required pole) | 2 | EACH | 2,200.00 | 4,400.00 | 2,500.00 | 5,000.00 | 2,300.00 | 4,600.00 | ||
| 736-08-A | signal controller (ts-2,type 2 in type 6 base mounted cabinet) |
2 | EACH | 20,110.00 | 40,220.00 | 23,000.00 | 46,000.00 | 25,000.00 | 50,000.00 | ||
| 736-09 | loop detector | 1,771 | LNFT | 13.50 | 23,908.50 | 15.50 | 27,450.50 | 24.00 | 42,504.00 | ||
| 736-10-A | underground junction box (type "d") | 8 | EACH | 434.00 | 3,472.00 | 500.00 | 4,000.00 | 300.00 | 2,400.00 | ||
| 736-10-B | underground junction box (type "f") | 6 | EACH | 636.00 | 3,816.00 | 740.00 | 4,440.00 | 600.00 | 3,600.00 | ||
| 736-10-C | underground junction box (type "h") | 2 | EACH | 1,400.00 | 2,800.00 | 1,600.00 | 3,200.00 | 1,100.00 | 2,200.00 | ||
| 736-11-A | conduit (1" pec, sch 80) | 395 | LNFT | 1.40 | 553.00 | 1.60 | 632.00 | 3.50 | 1,382.50 | ||
| 736-11-B | conduit (2" pec, sch 80) | 150 | LNFT | 1.90 | 285.00 | 2.20 | 330.00 | 5.50 | 825.00 | ||
| 736-11-C | conduit (3" pec, sch 80) | 60 | LNFT | 2.60 | 156.00 | 3.00 | 180.00 | 11.00 | 660.00 | ||
| 736-12-A | conductor (2c,14 awg) | 650 | LNFT | 1.00 | 650.00 | 1.20 | 780.00 | 2.50 | 1,625.00 | ||
| 736-12-B | conductor (6c,14 awg) | 145 | LNFT | 1.50 | 217.50 | 1.74 | 252.30 | 3.50 | 507.50 | ||
| 736-12-C | conductor (10c,14 awg) | 2,460 | LNFT | 1.80 | 4,428.00 | 2.09 | 5,141.40 | 4.50 | 11,070.00 | ||
| 736-12-D | conductor (3c,6 awg) | 20 | LNFT | 3.80 | 76.00 | 4.40 | 88.00 | 11.00 | 220.00 | ||
| 740-01 | construction layout | lump | LUMP | 200,000.00 | 200,000.00 | 240,000.00 | 240,000.00 | 250,000.00 | 250,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 71.89 | CUYD | 1,200.00 | 86,268.00 | 1,400.00 | 100,646.00 | 1,000.00 | 71,890.00 | ||
| 805-12-M | reinforced concrete box culverts (6'x 6') | 534.0 | LNFT | 350.00 | 186,900.00 | 525.00 | 280,350.00 | 600.00 | 320,400.00 | ||
| 806-01 | deformed reinforcing steel | 5,357 | LB | 1.15 | 6,160.55 | 2.90 | 15,535.30 | 2.00 | 10,714.00 | ||
| S-001 | saw cutting portland cement concrete pavement | 1,531 | INFT | 1.00 | 1,531.00 | 4.50 | 6,889.50 | 5.00 | 7,655.00 | ||
| S-002 | saw cutting asphaltic concrete pavement | 1,259 | INFT | 1.00 | 1,259.00 | 4.00 | 5,036.00 | 4.00 | 5,036.00 | ||
| S-003 | video dectector device and connection | 8 | EACH | 6,000.00 | 48,000.00 | 7,000.00 | 56,000.00 | 8,500.00 | 68,000.00 | ||
| S-004 | video detection system | 2 | EACH | 5,000.00 | 10,000.00 | 5,300.00 | 10,600.00 | 6,000.00 | 12,000.00 | ||
| S-005 | signal head adjustment | lump | LUMP | 5,000.00 | 5,000.00 | 5,100.00 | 5,100.00 | 2,000.00 | 2,000.00 | ||
| S-006 | sign adjustment | lump | LUMP | 4,000.00 | 4,000.00 | 3,800.00 | 3,800.00 | 1,000.00 | 1,000.00 | ||
| S-007 | video detector adjustment | lump | LUMP | 5,000.00 | 5,000.00 | 5,600.00 | 5,600.00 | 4,000.00 | 4,000.00 | ||
| ITEM TOTAL (CONSTRUCTION BID) | 14,932,875.90 | 14,992,473.82 | 15,170,384.50 | ||||||||
| NUMBER OF DAYS BID AT $3,000 PER DAY. | 1,860,000.00 | 1,650,000.00 | 1,860,000.00 | ||||||||
| TOTAL BID | 16,792,875.90 | 16,642,473.82 | 17,030,384.50 | ||||||||