| |||
| DBE GOAL FED | |||
| Lead Project: 070-06-0022 | |||
| Parish: OUACHITA, UNION | |||
| Routes: LA 2 | |||
| Description: OUACHITA RIVER BRIDGE AT STERLINGTON | |||
| Type Const:
grading,cold planing asph pvmt,drain struct,lime trmt,class ii bc,superpave acp,cofferdams,precast prestressed concspan & steel plate girder span bridge,traffic signal,& related wk | |||
| Rank | License | Bidder | Amount |
|---|---|---|---|
| 1 | 12395 | JENSEN CONSTRUCTION CO. | $36,972,254.14 |
| 2 | 42076 | AUSTIN BRIDGE & ROAD, LP | $38,701,503.01 |
| 3 | 34567 | JAMES CONSTRUCTION GROUP LLC | $46,734,475.62 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JENSEN CONSTRUCTION CO. |
- 2 - AUSTIN BRIDGE & ROAD, LP |
- 3 - JAMES CONSTRUCTION GROUP LLC |
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 79,000.00 | 79,000.00 | 1,200,000.00 | 1,200,000.00 | ||
| 202-01 | removal of structures & obstructions | lump | LUMP | 50,000.00 | 50,000.00 | 52,000.00 | 52,000.00 | 25,000.00 | 25,000.00 | ||
| 202-02-A | removal of bridges (sta. 132+57, 20'x 925',swing span bridge) |
1 | EACH | 500,000.00 | 500,000.00 | 1,300,000.00 | 1,300,000.00 | 750,000.00 | 750,000.00 | ||
| 202-02-C-01 | removal of portland cement concrete pavement w/ hmac overlay |
6,370 | SQYD | 9.00 | 57,330.00 | 9.50 | 60,515.00 | 3.00 | 19,110.00 | ||
| 202-02-D | removal of concrete walks & drives | 2,960 | SQYD | 7.00 | 20,720.00 | 7.30 | 21,608.00 | 3.00 | 8,880.00 | ||
| 202-02-E | removal of concrete curbs | 747.8 | LNFT | 1.00 | 747.80 | 1.10 | 822.58 | 10.00 | 7,478.00 | ||
| 202-02-G | removal of surfacing & stabilized base | 12,541.1 | SQYD | 7.00 | 87,787.70 | 7.20 | 90,295.92 | 2.00 | 25,082.20 | ||
| 202-02-01 | removal of structure(rt. of sta. 102+20;wood residence) | 1 | EACH | 6,000.00 | 6,000.00 | 4,200.00 | 4,200.00 | 5,000.00 | 5,000.00 | ||
| 202-02-02 | removal of structure(lt. of sta. 146+60;concrete slab) | 1 | EACH | 1,000.00 | 1,000.00 | 3,100.00 | 3,100.00 | 4,000.00 | 4,000.00 | ||
| 202-02-03 | removal of structure(sta. 147+85 lt;brick church building) |
1 | EACH | 20,000.00 | 20,000.00 | 7,300.00 | 7,300.00 | 8,000.00 | 8,000.00 | ||
| 202-02-04 | removal of concrete slab; sta 145+25 rt | 1 | EACH | 4,000.00 | 4,000.00 | 4,200.00 | 4,200.00 | 5,000.00 | 5,000.00 | ||
| 202-02-05 | removal of structure(sta. 151+11;30'x30' concrete slab) | 1 | EACH | 4,000.00 | 4,000.00 | 3,100.00 | 3,100.00 | 4,000.00 | 4,000.00 | ||
| 202-02-06 | removal of structure(rt. of sta. 151+38;110'x 50' brick restaurant) |
1 | EACH | 20,000.00 | 20,000.00 | 6,300.00 | 6,300.00 | 7,000.00 | 7,000.00 | ||
| 202-02-07 | removal of structure(rt. of sta. 152+87;23'x 30' building) |
1 | EACH | 5,000.00 | 5,000.00 | 4,200.00 | 4,200.00 | 5,000.00 | 5,000.00 | ||
| 202-02-08 | removal of metal stprage bldg. sta 156+06 rt | 1 | EACH | 500.00 | 500.00 | 3,100.00 | 3,100.00 | 4,000.00 | 4,000.00 | ||
| 202-02-09 | removal of concrete slab (248 sf) sta 158+20 lt | 1 | EACH | 1,000.00 | 1,000.00 | 2,100.00 | 2,100.00 | 3,000.00 | 3,000.00 | ||
| 202-02-10 | removal of structure(rt. of sta. 156+29;20'x 30' storage building) |
1 | EACH | 3,000.00 | 3,000.00 | 3,100.00 | 3,100.00 | 4,000.00 | 4,000.00 | ||
| 202-02-11 | removal of chicken coop (sta. 158+50 lt) | 1 | EACH | 500.00 | 500.00 | 300.00 | 300.00 | 1.00 | 1.00 | ||
| 202-02-12 | removal of structure(lt. of sta. 158+07;30'x 30' tin shop) |
1 | EACH | 3,000.00 | 3,000.00 | 4,200.00 | 4,200.00 | 5,000.00 | 5,000.00 | ||
| 202-02-13 | removal of structure(lt. of sta. 161+10;12'x 28' metal office) |
1 | EACH | 500.00 | 500.00 | 3,100.00 | 3,100.00 | 4,000.00 | 4,000.00 | ||
| 202-02-14 | removal of playground equipment for apartments (sta 162+40 rt) |
1 | EACH | 2,000.00 | 2,000.00 | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | ||
| 202-02-15 | removal of atm machine (sta 171+00 lt) | 1 | EACH | 3,000.00 | 3,000.00 | 300.00 | 300.00 | 1.00 | 1.00 | ||
| 202-02-16 | removal of structure(rt. of sta. 164+17;12'x 15' concrete slab) |
1 | EACH | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | ||
| 202-02-17 | removal of structure(lt. of sta. 172+99; 75'x 95' meat market/beauty shop) |
1 | EACH | 20,000.00 | 20,000.00 | 8,400.00 | 8,400.00 | 9,000.00 | 9,000.00 | ||
| 202-02-18 | removal of 6' board fence (lt. of sta. 160+95- sta 164+78) |
473 | lnft | 2.00 | 946.00 | 0.40 | 189.20 | 1.00 | 473.00 | ||
| 202-02-19 | removal of existing signal equipment | 2 | each | 3,000.00 | 6,000.00 | 3,100.00 | 6,200.00 | 4,000.00 | 8,000.00 | ||
| 202-02-20 | removal of existing fender system and pile clusters (timber) |
1 | EACH | 50,000.00 | 50,000.00 | 9,800.00 | 9,800.00 | 100,000.00 | 100,000.00 | ||
| 202-02-21 | removal of wood sign "marty hughes power wash" sta 102+38 lt |
1 | EACH | 100.00 | 100.00 | 300.00 | 300.00 | 1.00 | 1.00 | ||
| 202-02-22 | removal of wood sign "ouachita river trade days" sta 102+38 lt |
1 | EACH | 100.00 | 100.00 | 300.00 | 300.00 | 1.00 | 1.00 | ||
| 202-02-23 | removal of metal sign "day's steel & trailer barn" sta 103+53 lt |
1 | EACH | 100.00 | 100.00 | 300.00 | 300.00 | 1.00 | 1.00 | ||
| 202-02-24 | removal of metal & plastic sign sta 104+16 lt | 1 | EACH | 250.00 | 250.00 | 300.00 | 300.00 | 1.00 | 1.00 | ||
| 202-02-25 | removal of light pole sta 104+20 lt | 1 | EACH | 250.00 | 250.00 | 1,600.00 | 1,600.00 | 100.00 | 100.00 | ||
| 202-02-26 | removal of metal flag pole sta 104+24 lt | 1 | EACH | 100.00 | 100.00 | 300.00 | 300.00 | 1.00 | 1.00 | ||
| 202-02-27 | removal of metal birdhouse sta 104+24 lt | 1 | EACH | 100.00 | 100.00 | 300.00 | 300.00 | 1.00 | 1.00 | ||
| 202-02-28 | removal of metal playground equipment sta 141+68 lt | 1 | EACH | 1,000.00 | 1,000.00 | 500.00 | 500.00 | 1,000.00 | 1,000.00 | ||
| 202-02-29 | removal of an a/c compressor unit sta 145+25 rt | 1 | EACH | 1,000.00 | 1,000.00 | 300.00 | 300.00 | 1.00 | 1.00 | ||
| 202-02-30 | removal of metal & plastic sign (sta 171+32 rt) "cross keys bank" |
1 | EACH | 1,000.00 | 1,000.00 | 100.00 | 100.00 | 100.00 | 100.00 | ||
| 202-02-31 | removal of sign (sta 171+14 & 171+90 rt) cross keys bank exit/enter sign |
2 | EACH | 100.00 | 200.00 | 300.00 | 600.00 | 1.00 | 2.00 | ||
| 202-02-32 | removal of sign & post (sta 172+60 lt) luther's meat market |
1 | EACH | 500.00 | 500.00 | 300.00 | 300.00 | 1.00 | 1.00 | ||
| 202-02-33 | removal of storage bldg on slab (sta 172+65 lt) -14'x20' |
1 | EACH | 1,000.00 | 1,000.00 | 2,100.00 | 2,100.00 | 3,000.00 | 3,000.00 | ||
| 202-02-34 | removal of 40'x100' metal building (sta 173+83 lt) | 1 | EACH | 15,000.00 | 15,000.00 | 5,200.00 | 5,200.00 | 6,000.00 | 6,000.00 | ||
| 202-02-35 | removal of 4'x8' sign (sta 174+33 lt)-- "bumper to bumper" |
1 | EACH | 1,000.00 | 1,000.00 | 300.00 | 300.00 | 1.00 | 1.00 | ||
| 202-02-36 | removal of 20'x23' canopy & pump island(sta 178+07 lt) --attached to service station not in r/w. |
1 | EACH | 2,500.00 | 2,500.00 | 4,700.00 | 4,700.00 | 1,800.00 | 1,800.00 | ||
| 202-02-37 | removal of underground storage tanks (parcels 1-1, 12-4, and 17-1) |
5 | EACH | 8,500.00 | 42,500.00 | 8,900.00 | 44,500.00 | 1,800.00 | 9,000.00 | ||
| 202-05 | excavation, disposal and backfilling of contaminated soil |
1,000 | CUYD | 250.00 | 250,000.00 | 168.00 | 168,000.00 | 60.00 | 60,000.00 | ||
| 202-06 | removal and disposal of contaminated fluid | 2,500 | GAL | 1.50 | 3,750.00 | 1.60 | 4,000.00 | 0.70 | 1,750.00 | ||
| 203-01 | general excavation | 32,325 | CUYD | 8.00 | 258,600.00 | 8.00 | 258,600.00 | 5.00 | 161,625.00 | ||
| 203-02 | drainage excavation | 774 | CUYD | 8.00 | 6,192.00 | 8.00 | 6,192.00 | 12.00 | 9,288.00 | ||
| 203-04 | embankment | 40,558 | CUYD | 12.00 | 486,696.00 | 12.00 | 486,696.00 | 15.00 | 608,370.00 | ||
| 204-02 | temporary hay or straw bales | 100 | EACH | 6.00 | 600.00 | 8.00 | 800.00 | 10.00 | 1,000.00 | ||
| 204-05-A | temporary sediment check dams (hay) | 12 | EACH | 75.00 | 900.00 | 209.00 | 2,508.00 | 150.00 | 1,800.00 | ||
| 204-05-B | temporary sediment check dams (stone) | 10 | EACH | 600.00 | 6,000.00 | 393.00 | 3,930.00 | 400.00 | 4,000.00 | ||
| 204-06 | temporary silt fencing | 8,500 | LNFT | 1.15 | 9,775.00 | 2.10 | 17,850.00 | 3.00 | 25,500.00 | ||
| 302-01 | class ii base course (stone or recycled ppcp) | 3,588.5 | CUYD | 95.00 | 340,907.50 | 95.00 | 340,907.50 | 150.00 | 538,275.00 | ||
| 302-02-D | class ii base course (12" thick) | 2,200.0 | SQYD | 33.00 | 72,600.00 | 33.00 | 72,600.00 | 30.00 | 66,000.00 | ||
| 302-02-E | class ii base course (soil cement)(8" thick) | 32,670.7 | SQYD | 11.00 | 359,377.70 | 1.00 | 32,670.70 | 10.00 | 326,707.00 | ||
| 304-01 | lime | 269.75 | TON | 150.00 | 40,462.50 | 150.00 | 40,462.50 | 160.00 | 43,160.00 | ||
| 304-04-D | lime treatment (type d) (12" thick) | 19,795 | SQYD | 3.00 | 59,385.00 | 3.00 | 59,385.00 | 1.50 | 29,692.50 | ||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
172 | CUYD | 103.00 | 17,716.00 | 103.00 | 17,716.00 | 90.00 | 15,480.00 | ||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 1,500.0 | CUYD | 48.00 | 72,000.00 | 48.00 | 72,000.00 | 80.00 | 120,000.00 | ||
| 502-01 | superpave asphaltic concrete | 7,777.4 | TON | 82.00 | 637,746.80 | 89.00 | 692,188.60 | 80.00 | 622,192.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
4,252.3 | TON | 103.00 | 437,986.90 | 112.00 | 476,257.60 | 100.00 | 425,230.00 | ||
| 509-01 | cold planing asphaltic pavement | 1,257 | SQYD | 13.00 | 16,341.00 | 7.30 | 9,176.10 | 5.50 | 6,913.50 | ||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 158 | LNFT | 61.00 | 9,638.00 | 76.00 | 12,008.00 | 70.00 | 11,060.00 | ||
| 701-01-Q | cross drain pipe (60" rcp/pcp) | 216 | LNFT | 248.50 | 53,676.00 | 235.00 | 50,760.00 | 215.00 | 46,440.00 | ||
| 701-02-L | cross drain pipe arch (72" equiv. rcpa) | 378 | LNFT | 293.00 | 110,754.00 | 315.00 | 119,070.00 | 300.00 | 113,400.00 | ||
| 701-03-F | storm drain pipe (15" rcp/pcp) | 511 | LNFT | 46.00 | 23,506.00 | 48.00 | 24,528.00 | 45.00 | 22,995.00 | ||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 220 | LNFT | 52.00 | 11,440.00 | 48.00 | 10,560.00 | 45.00 | 9,900.00 | ||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 428 | LNFT | 61.00 | 26,108.00 | 71.00 | 30,388.00 | 70.00 | 29,960.00 | ||
| 701-04-H | storm drain pipe arch (48" equiv. rcpa) | 89 | LNFT | 184.00 | 16,376.00 | 182.00 | 16,198.00 | 170.00 | 15,130.00 | ||
| 701-04-H-01 | storm drain pipe arch (48" equiv. cmpa)(outfall) | 57 | LNFT | 203.00 | 11,571.00 | 182.00 | 10,374.00 | 170.00 | 9,690.00 | ||
| 701-05-G | side drain pipe (18") | 1,119 | LNFT | 54.00 | 60,426.00 | 32.00 | 35,808.00 | 35.00 | 39,165.00 | ||
| 701-05-I | side drain pipe (24") | 798 | LNFT | 65.00 | 51,870.00 | 47.00 | 37,506.00 | 45.00 | 35,910.00 | ||
| 701-05-K | side drain pipe (30") | 140 | LNFT | 110.00 | 15,400.00 | 63.00 | 8,820.00 | 60.00 | 8,400.00 | ||
| 701-05-M | side drain pipe (36") | 170 | LNFT | 125.00 | 21,250.00 | 83.00 | 14,110.00 | 80.00 | 13,600.00 | ||
| 701-06-F | side drain pipe arch (36" equiv.) | 138 | LNFT | 135.00 | 18,630.00 | 99.00 | 13,662.00 | 95.00 | 13,110.00 | ||
| 701-06-H | side drain pipe arch (48" equiv.) | 210 | LNFT | 165.00 | 34,650.00 | 263.00 | 55,230.00 | 250.00 | 52,500.00 | ||
| 702-03-A | catch basins (cb-01) | 20 | EACH | 2,500.00 | 50,000.00 | 3,800.00 | 76,000.00 | 3,500.00 | 70,000.00 | ||
| 702-03-C | catch basins (cb-06) | 4 | EACH | 3,000.00 | 12,000.00 | 5,400.00 | 21,600.00 | 5,000.00 | 20,000.00 | ||
| 702-03-D | catch basins (cb-07) | 2 | EACH | 4,500.00 | 9,000.00 | 6,100.00 | 12,200.00 | 6,000.00 | 12,000.00 | ||
| 702-03-F | catch basins (cb-08) | 2 | EACH | 7,000.00 | 14,000.00 | 8,000.00 | 16,000.00 | 7,500.00 | 15,000.00 | ||
| 704-03 | blocked out guard rail | 212.5 | LNFT | 15.50 | 3,293.75 | 20.00 | 4,250.00 | 16.00 | 3,400.00 | ||
| 704-08-B | guard rail transitions (double thrie beam) | 100.0 | LNFT | 49.00 | 4,900.00 | 51.00 | 5,100.00 | 50.00 | 5,000.00 | ||
| 704-11-A | guard rail end treatment (flared) | 4 | EACH | 1,850.00 | 7,400.00 | 2,100.00 | 8,400.00 | 1,900.00 | 7,600.00 | ||
| 705-02 | combination mesh & barbed wire fence | 130 | LNFT | 7.00 | 910.00 | 6.70 | 871.00 | 9.00 | 1,170.00 | ||
| 705-06-A | chain link fence (4-foot height) | 452 | LNFT | 8.00 | 3,616.00 | 17.90 | 8,090.80 | 10.00 | 4,520.00 | ||
| 705-06-B | chain link fence (5-foot height) | 50 | LNFT | 12.00 | 600.00 | 22.40 | 1,120.00 | 12.00 | 600.00 | ||
| 705-06-C | chain link fence (6-foot height) | 873 | LNFT | 20.00 | 17,460.00 | 28.10 | 24,531.30 | 42.00 | 36,666.00 | ||
| 706-02-C | concrete drive (6" thick) | 1,421.3 | SQYD | 43.00 | 61,115.90 | 53.00 | 75,328.90 | 50.00 | 71,065.00 | ||
| 707-03 | combination concrete curb & gutter | 1,088.2 | LNFT | 30.00 | 32,646.00 | 34.00 | 36,998.80 | 40.00 | 43,528.00 | ||
| 708-01 | right-of-way monument | 71 | EACH | 100.00 | 7,100.00 | 281.00 | 19,951.00 | 225.00 | 15,975.00 | ||
| 708-02 | right-of-way monument witness post | 71 | EACH | 125.00 | 8,875.00 | 252.00 | 17,892.00 | 100.00 | 7,100.00 | ||
| 711-02-C | riprap (30 lb) | 14 | CUYD | 165.00 | 2,310.00 | 112.00 | 1,568.00 | 110.00 | 1,540.00 | ||
| 711-04 | geotextile fabric | 36 | SQYD | 5.00 | 180.00 | 5.00 | 180.00 | 5.00 | 180.00 | ||
| 712-01-A | concrete cast-in-place revetment (4" thick) | 413 | SQYD | 59.00 | 24,367.00 | 74.00 | 30,562.00 | 100.00 | 41,300.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 130,000.00 | 130,000.00 | ||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 9.000 | MILE | 592.00 | 5,328.00 | 620.00 | 5,580.00 | 600.00 | 5,400.00 | ||
| 713-05-A-01 | temporary pavement markings (solid line)(4" width) (type i removable) |
3.500 | MILE | 15,840.00 | 55,440.00 | 16,600.00 | 58,100.00 | 16,000.00 | 56,000.00 | ||
| 713-06-A | temporary pavement legends and symbols (arrow) | 9 | EACH | 60.00 | 540.00 | 63.00 | 567.00 | 60.00 | 540.00 | ||
| 713-06-C | temporary pavement legends and symbols (only) | 9 | EACH | 60.00 | 540.00 | 63.00 | 567.00 | 60.00 | 540.00 | ||
| 716-01-A | mulch (vegetative) | 30.49 | ACRE | 495.00 | 15,092.55 | 926.00 | 28,233.74 | 650.00 | 19,818.50 | ||
| 717-01 | seeding | 1,349 | LB | 6.50 | 8,768.50 | 9.00 | 12,141.00 | 7.50 | 10,117.50 | ||
| 718-01 | fertilizer | 28,990 | LB | 0.29 | 8,407.10 | 0.30 | 8,697.00 | 0.25 | 7,247.50 | ||
| 720-01-A | erosion control sysyem, slope protection (type a) | 9,450 | SQYD | 1.25 | 11,812.50 | 1.70 | 16,065.00 | 1.25 | 11,812.50 | ||
| 720-01-D | erosion control system, flexible channel liner (type d) | 278 | SQYD | 1.25 | 347.50 | 5.80 | 1,612.40 | 3.50 | 973.00 | ||
| 722-02 | project site laboratory (equipped) | 1 | EACH | 10,000.00 | 10,000.00 | 16,206.00 | 16,206.00 | 60,000.00 | 60,000.00 | ||
| 725-02 | temporary detour roads | 5,972.4 | SQYD | 75.00 | 447,930.00 | 64.00 | 382,233.60 | 110.00 | 656,964.00 | ||
| 726-01 | bedding material | 675.3 | CUYD | 80.00 | 54,024.00 | 87.00 | 58,751.10 | 80.00 | 54,024.00 | ||
| 727-01 | mobilization | lump | LUMP | 3,100,000.00 | 3,100,000.00 | 3,800,000.00 | 3,800,000.00 | 4,600,000.00 | 4,600,000.00 | ||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 70.00 | 280.00 | 81.00 | 324.00 | 70.00 | 280.00 | ||
| 729-19-A | dead end road installations(type a) | 1 | EACH | 1,550.00 | 1,550.00 | 1,800.00 | 1,800.00 | 1,600.00 | 1,600.00 | ||
| 729-19-B | dead end road installations(type b) | 2 | EACH | 1,300.00 | 2,600.00 | 1,700.00 | 3,400.00 | 1,400.00 | 2,800.00 | ||
| 730-09 | electrical system | lump | LUMP | 50,000.00 | 50,000.00 | 57,900.00 | 57,900.00 | 55,000.00 | 55,000.00 | ||
| 731-01 | nonreflectorized raised pavement markers | 1,380 | EACH | 12.00 | 16,560.00 | 12.60 | 17,388.00 | 13.00 | 17,940.00 | ||
| 731-02 | reflectorized raised pavement markers | 4,152 | EACH | 5.50 | 22,836.00 | 5.80 | 24,081.60 | 6.00 | 24,912.00 | ||
| 732-01-C | plastic pavement striping (8" width) | 772 | LNFT | 0.90 | 694.80 | 1.00 | 772.00 | 1.00 | 772.00 | ||
| 732-01-E | plastic pavement striping (24" width) | 1,265 | LNFT | 2.70 | 3,415.50 | 2.80 | 3,542.00 | 3.00 | 3,795.00 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 9.844 | MILE | 2,310.00 | 22,739.64 | 2,400.00 | 23,625.60 | 2,400.00 | 23,625.60 | ||
| 732-04-A | plastic pavement legends & symbols (arrow) | 9 | EACH | 145.00 | 1,305.00 | 152.00 | 1,368.00 | 150.00 | 1,350.00 | ||
| 732-04-C | plastic pavement legends & symbols (only) | 9 | EACH | 155.00 | 1,395.00 | 163.00 | 1,467.00 | 160.00 | 1,440.00 | ||
| 735-01 | mailboxes | 2 | EACH | 50.00 | 100.00 | 14.00 | 28.00 | 50.00 | 100.00 | ||
| 735-02 | mailbox supports (single) | 2 | EACH | 200.00 | 400.00 | 156.00 | 312.00 | 200.00 | 400.00 | ||
| 736-07 | traffic signal system | lump | LUMP | 65,000.00 | 65,000.00 | 75,200.00 | 75,200.00 | 70,000.00 | 70,000.00 | ||
| 740-01 | construction layout | lump | LUMP | 450,000.00 | 450,000.00 | 500,000.00 | 500,000.00 | 600,000.00 | 600,000.00 | ||
| 744-01 | traffic control management | lump | LUMP | 200,000.00 | 200,000.00 | 57,900.00 | 57,900.00 | 15,000.00 | 15,000.00 | ||
| 802-02 | structural excavation for intermediate bents | 3,892.6 | CUYD | 25.00 | 97,315.00 | 25.00 | 97,315.00 | 20.00 | 77,852.00 | ||
| 802-03 | structural excavation for piers (dry) | 633.3 | CUYD | 25.00 | 15,832.50 | 31.00 | 19,632.30 | 25.00 | 15,832.50 | ||
| 802-04 | structural excavation for piers (wet) | 10,144.8 | CUYD | 10.00 | 101,448.00 | 9.00 | 91,303.20 | 50.00 | 507,240.00 | ||
| 802-05 | cofferdams | lump | LUMP | 3,300,000.00 | 3,300,000.00 | 1,500,000.00 | 1,500,000.00 | 3,000,000.00 | 3,000,000.00 | ||
| 804-01-B | precast concrete piles (14") | 36,120 | LNFT | 27.00 | 975,240.00 | 51.00 | 1,842,120.00 | 50.00 | 1,806,000.00 | ||
| 804-01-F | precast concrete piles (24") | 5,554 | LNFT | 85.00 | 472,090.00 | 123.00 | 683,142.00 | 120.00 | 666,480.00 | ||
| 804-03 | steel piles (24" dia. pipe piles, 1/2" wall thickness) | 11,576 | LNFT | 70.00 | 810,320.00 | 83.00 | 960,808.00 | 140.00 | 1,620,640.00 | ||
| 804-05-B | precast concrete test piles (14") | 3 | EACH | 10,000.00 | 30,000.00 | 4,300.00 | 12,900.00 | 30,000.00 | 90,000.00 | ||
| 804-05-F | precast concrete test piles (24") | 1 | EACH | 15,000.00 | 15,000.00 | 9,400.00 | 9,400.00 | 40,000.00 | 40,000.00 | ||
| 804-07 | steel test piles | 2 | EACH | 25,000.00 | 50,000.00 | 24,700.00 | 49,400.00 | 120,000.00 | 240,000.00 | ||
| 804-09-B | loading test piles (14") | 3 | EACH | 15,000.00 | 45,000.00 | 35,300.00 | 105,900.00 | 1,000.00 | 3,000.00 | ||
| 804-09-F | loading test piles (24") | 1 | EACH | 15,000.00 | 15,000.00 | 36,700.00 | 36,700.00 | 2,000.00 | 2,000.00 | ||
| 804-09-J | loading test piles (24" steel) | 2 | EACH | 25,000.00 | 50,000.00 | 37,700.00 | 75,400.00 | 8,000.00 | 16,000.00 | ||
| 804-10-B | reloading test piles (14") | 3 | EACH | 5,000.00 | 15,000.00 | 7,400.00 | 22,200.00 | 1,000.00 | 3,000.00 | ||
| 804-10-F | reloading test piles (24") | 1 | EACH | 5,000.00 | 5,000.00 | 7,400.00 | 7,400.00 | 1,000.00 | 1,000.00 | ||
| 804-10-J | reloading test piles (24" steel) | 2 | EACH | 10,000.00 | 20,000.00 | 7,400.00 | 14,800.00 | 5,000.00 | 10,000.00 | ||
| 804-11-B | redriving test piles (14") | 3 | EACH | 2,000.00 | 6,000.00 | 3,700.00 | 11,100.00 | 1,000.00 | 3,000.00 | ||
| 804-11-F | redriving test piles (24") | 1 | EACH | 2,000.00 | 2,000.00 | 3,700.00 | 3,700.00 | 1,000.00 | 1,000.00 | ||
| 804-11-J | redriving test piles (24" steel) | 2 | EACH | 3,000.00 | 6,000.00 | 3,700.00 | 7,400.00 | 3,000.00 | 6,000.00 | ||
| 804-12-B | loading permanent piles (14") | 1 | EACH | 15,000.00 | 15,000.00 | 14,700.00 | 14,700.00 | 2,000.00 | 2,000.00 | ||
| 804-12-F | loading permanent piles (24") | 1 | EACH | 15,000.00 | 15,000.00 | 14,700.00 | 14,700.00 | 4,000.00 | 4,000.00 | ||
| 804-12-J | loading permanent piles (24" steel) | 1 | EACH | 20,000.00 | 20,000.00 | 14,700.00 | 14,700.00 | 8,000.00 | 8,000.00 | ||
| 804-17 | dynamic monitoring | 22 | EACH | 2,500.00 | 55,000.00 | 3,000.00 | 66,000.00 | 500.00 | 11,000.00 | ||
| 805-01-B | class a concrete (box culvert headwalls) | 5.90 | CUYD | 1,200.00 | 7,080.00 | 1,509.00 | 8,903.10 | 1,250.00 | 7,375.00 | ||
| 805-01-D | class a concrete (footings) | 4,644.83 | CUYD | 350.00 | 1,625,690.50 | 200.00 | 928,966.00 | 210.00 | 975,414.30 | ||
| 805-01-E | class a concrete (piers) | 3,004.50 | CUYD | 375.00 | 1,126,687.50 | 400.00 | 1,201,800.00 | 480.00 | 1,442,160.00 | ||
| 805-01-F | class a concrete (bents) | 2,236.28 | CUYD | 375.00 | 838,605.00 | 500.00 | 1,118,140.00 | 520.00 | 1,162,865.60 | ||
| 805-03 | class aa concrete | 1,453.46 | CUYD | 400.00 | 581,384.00 | 500.00 | 726,730.00 | 665.00 | 966,550.90 | ||
| 805-04 | class aa(m) concrete | 5,276.20 | CUYD | 400.00 | 2,110,480.00 | 500.00 | 2,638,100.00 | 580.00 | 3,060,196.00 | ||
| 805-07 | class s concrete | 2,864.98 | CUYD | 250.00 | 716,245.00 | 200.00 | 572,996.00 | 260.00 | 744,894.80 | ||
| 805-08-B | precast-prestressed concrete girders (type ii) | 2,776.2 | LNFT | 100.00 | 277,620.00 | 110.00 | 305,382.00 | 110.00 | 305,382.00 | ||
| 805-08-G | precast-prestressed concrete girders (type bt-72) | 22,185.3 | LNFT | 210.00 | 4,658,913.00 | 220.00 | 4,880,766.00 | 230.00 | 5,102,619.00 | ||
| 805-11 | strip seal joints | 657.05 | LNFT | 150.00 | 98,557.50 | 131.00 | 86,073.55 | 130.00 | 85,416.50 | ||
| 805-12-Y | reinforced concrete box culverts (5'x2')(extension) | 20.0 | LNFT | 550.00 | 11,000.00 | 700.00 | 14,000.00 | 570.00 | 11,400.00 | ||
| 806-01 | deformed reinforcing steel | 1,711,076 | LB | 0.60 | 1,026,645.60 | 0.78 | 1,334,639.28 | 0.75 | 1,283,307.00 | ||
| 806-02 | deformed reinforcing steel (epoxy coated) | 1,363,794 | LB | 0.75 | 1,022,845.50 | 0.91 | 1,241,052.54 | 0.80 | 1,091,035.20 | ||
| 807-06 | structural metalwork | lump | LUMP | 5,000,000.00 | 5,000,000.00 | 5,230,000.00 | 5,230,000.00 | 7,500,000.00 | 7,500,000.00 | ||
| 810-01 | concrete railing (barrier) | 9,204.01 | LNFT | 50.00 | 460,200.50 | 88.00 | 809,952.88 | 42.00 | 386,568.42 | ||
| 813-01 | concrete approach slabs | 451.94 | SQYD | 135.00 | 61,011.90 | 223.00 | 100,782.62 | 140.00 | 63,271.60 | ||
| S-101 | construction site survey | lump | LUMP | 300,000.00 | 300,000.00 | 150,000.00 | 150,000.00 | 310,000.00 | 310,000.00 | ||
| S-102 | vibration monitoring | lump | LUMP | 200,000.00 | 200,000.00 | 262,000.00 | 262,000.00 | 186,000.00 | 186,000.00 | ||
| S-103 | clearance gauge | lump | LUMP | 100,000.00 | 100,000.00 | 2,000.00 | 2,000.00 | 50,000.00 | 50,000.00 | ||
| S-104 | steel cover plate | 60 | EACH | 150.00 | 9,000.00 | 190.00 | 11,400.00 | 200.00 | 12,000.00 | ||
| S-105 | finger joint | 93.0 | LNFT | 700.00 | 65,100.00 | 800.00 | 74,400.00 | 1,000.00 | 93,000.00 | ||
| S-106 | deck drainage systems | lump | LUMP | 100,000.00 | 100,000.00 | 85,800.00 | 85,800.00 | 80,000.00 | 80,000.00 | ||
| S-107 | temporary haul road | lump | LUMP | 250,000.00 | 250,000.00 | 500,000.00 | 500,000.00 | 1,000,000.00 | 1,000,000.00 | ||
| S-108 | pier access ladder and landing | 2 | EACH | 100,000.00 | 200,000.00 | 43,900.00 | 87,800.00 | 60,000.00 | 120,000.00 | ||
| S-109 | dynamic analysis | 22 | EACH | 2,500.00 | 55,000.00 | 1,500.00 | 33,000.00 | 800.00 | 17,600.00 | ||
| S-110 | loading test piles (tension) | 2 | EACH | 20,000.00 | 40,000.00 | 37,600.00 | 75,200.00 | 15,000.00 | 30,000.00 | ||
| CONTRACTOR TOTAL | 36,972,254.14 | 38,701,503.01 | 46,734,475.62 | ||||||||