| |||
| DBE GOAL FED | |||
| Lead Project: 258-01-0030 | |||
| Parish: E BATON ROUGE | |||
| Routes: LA 427 | |||
| Description: PERKINS ROAD IMPROVEMENTS (ESSEN LANE TO SIEGEN LANE) | |||
| Type Const:
grading, drainage structures, class ii base course, lime tr, superpave asphaltic concrete overlay, portland cem. concrete pavement, pavement patching,traffic signalization & rel work | |||
| Estimated Construction Cost: $24,803,151.60 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | JAMES CONSTRUCTION GROUP LLC | $27,479,245.31 |
| 2 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $32,223,208.80 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - JAMES CONSTRUCTION GROUP LLC |
- 2 - BARBER BROS. CONTRACTING CO., L.L.C |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures and obstructions | lump | LUMP | 150,000.00 | 150,000.00 | 150,000.00 | 150,000.00 | ||||
| 202-02-A-01 | removal of bridges (sta. 71+08: 160'-00" combined concrete slab and steel girder) |
1 | EACH | 30,000.00 | 30,000.00 | 120,000.00 | 120,000.00 | ||||
| 202-02-B | removal of concrete box culverts (sta. 55+62; 4' x 4' x 41') |
1 | EACH | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 | ||||
| 202-02-C | removal of portland cement concrete pavement | 2,954 | SQYD | 14.00 | 41,356.00 | 40.00 | 118,160.00 | ||||
| 202-02-D | removal of concrete walks & drives | 13,386 | SQYD | 12.00 | 160,632.00 | 25.00 | 334,650.00 | ||||
| 202-02-E | removal of concrete curbs | 5,240.8 | LNFT | 6.00 | 31,444.80 | 10.00 | 52,408.00 | ||||
| 202-02-F | removal of concrete combination curb & gutter | 2,640.9 | LNFT | 6.00 | 15,845.40 | 10.00 | 26,409.00 | ||||
| 202-02-G | removal of surfacing & stabilized base | 61,783.4 | SQYD | 8.00 | 494,267.20 | 3.50 | 216,241.90 | ||||
| 202-02-I | removal of existing signal equipment and related items | lump | LUMP | 6,000.00 | 6,000.00 | 15,000.00 | 15,000.00 | ||||
| 202-02-J | removal of asphalt drives | 524 | SQYD | 45.00 | 23,580.00 | 20.00 | 10,480.00 | ||||
| 203-01 | general excavation | 42,297 | CUYD | 7.00 | 296,079.00 | 15.00 | 634,455.00 | ||||
| 203-02 | drainage excavation | 3,980 | CUYD | 15.00 | 59,700.00 | 30.00 | 119,400.00 | ||||
| 203-04 | embankment | 33,458 | CUYD | 13.00 | 434,954.00 | 20.00 | 669,160.00 | ||||
| 204-02 | temporary hay or straw bales | 3,450 | EACH | 8.50 | 29,325.00 | 10.00 | 34,500.00 | ||||
| 204-05-A | temporary sediment check dams (hay) | 53 | EACH | 95.00 | 5,035.00 | 600.00 | 31,800.00 | ||||
| 204-06 | temporary silt fencing | 11,540 | LNFT | 1.45 | 16,733.00 | 2.00 | 23,080.00 | ||||
| 204-07 | temporary stone construction entrance | 1 | EACH | 3,000.00 | 3,000.00 | 6,000.00 | 6,000.00 | ||||
| 302-02-D | class ii base course (12" thick) | 5,114.4 | SQYD | 30.00 | 153,432.00 | 36.00 | 184,118.40 | ||||
| 302-02-E | class ii base course (8" thick) | 112,020.7 | SQYD | 25.00 | 2,800,517.50 | 28.00 | 3,136,579.60 | ||||
| 304-01 | lime | 1,516.37 | TON | 130.00 | 197,128.10 | 150.00 | 227,455.50 | ||||
| 304-04-D | lime treatment (type d) (12" thick) | 107,202 | SQYD | 1.80 | 192,963.60 | 5.00 | 536,010.00 | ||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 5,000.0 | CUYD | 120.00 | 600,000.00 | 60.00 | 300,000.00 | ||||
| 502-01 | superpave asphaltic concrete | 290.8 | TON | 150.00 | 43,620.00 | 200.00 | 58,160.00 | ||||
| 601-01-K | portland cement concrete pavement (10" thick) | 97,057.8 | SQYD | 65.00 | 6,308,757.00 | 65.00 | 6,308,757.00 | ||||
| 601-01-K-01 | portland cement concrete pavement (10" thick) (phase 2 - stage 2 construction) |
1,288.4 | SQYD | 100.00 | 128,840.00 | 250.00 | 322,100.00 | ||||
| 601-02-K | portland cement concrete pavement (10" thick) (crossovers & turnouts) |
9,847.2 | SQYD | 70.00 | 689,304.00 | 85.00 | 837,012.00 | ||||
| 601-04 | portland cement concrete pavement coring | 27 | EACH | 100.00 | 2,700.00 | 300.00 | 8,100.00 | ||||
| 602-05-K-02 | full depth patching of jointed conc pvmt (10" thick) (16.1-48.0 sq yds) |
34.9 | SQYD | 600.00 | 20,940.00 | 500.00 | 17,450.00 | ||||
| 602-05-K-03 | full depth patching of jointed conc pvmt (10" thick) (48.1 sq yds & over) |
203.7 | SQYD | 600.00 | 122,220.00 | 300.00 | 61,110.00 | ||||
| 701-01-P | cross drain pipe (54" rcp/pcp) | 224 | LNFT | 265.00 | 59,360.00 | 400.00 | 89,600.00 | ||||
| 701-01-S | cross drain pipe (72" rcp/pcp) | 408 | LNFT | 600.00 | 244,800.00 | 550.00 | 224,400.00 | ||||
| 701-03-F | storm drain pipe (15" rcp/pcp or cmp) | 9,015 | LNFT | 85.00 | 766,275.00 | 115.00 | 1,036,725.00 | ||||
| 701-03-G | storm drain pipe (18" rcp/pcp) | 4,242 | LNFT | 95.00 | 402,990.00 | 130.00 | 551,460.00 | ||||
| 701-03-I | storm drain pipe (24" rcp/pcp) | 3,327 | LNFT | 125.00 | 415,875.00 | 150.00 | 499,050.00 | ||||
| 701-03-I-01 | storm drain pipe (24" pcp) (outfall) | 80 | LNFT | 125.00 | 10,000.00 | 75.00 | 6,000.00 | ||||
| 701-03-K | storm drain pipe (30" rcp/pcp) | 3,343 | LNFT | 155.00 | 518,165.00 | 200.00 | 668,600.00 | ||||
| 701-03-K-01 | storm drain pipe (30" pcp) (outfall) | 20 | LNFT | 155.00 | 3,100.00 | 100.00 | 2,000.00 | ||||
| 701-03-M | storm drain pipe (36" rcp/pcp) | 1,969 | LNFT | 215.00 | 423,335.00 | 220.00 | 433,180.00 | ||||
| 701-03-N | storm drain pipe (42" rcp/pcp) | 1,657 | LNFT | 225.00 | 372,825.00 | 225.00 | 372,825.00 | ||||
| 701-03-O | storm drain pipe (48" rcp/pcp) | 1,242 | LNFT | 265.00 | 329,130.00 | 260.00 | 322,920.00 | ||||
| 701-03-P | storm drain pipe (54" rcp/pcp) | 445 | LNFT | 275.00 | 122,375.00 | 350.00 | 155,750.00 | ||||
| 701-03-Q | storm drain pipe (60" rcp/pcp) | 1,584 | LNFT | 290.00 | 459,360.00 | 400.00 | 633,600.00 | ||||
| 701-03-S | storm drain pipe (72" rcp/pcp) | 657 | LNFT | 610.00 | 400,770.00 | 550.00 | 361,350.00 | ||||
| 701-03-U | storm drain pipe (84" rcp/pcp) | 234 | LNFT | 650.00 | 152,100.00 | 800.00 | 187,200.00 | ||||
| 701-03-U-01 | storm drain pipe (84" pcp) (outfall) | 20 | LNFT | 650.00 | 13,000.00 | 500.00 | 10,000.00 | ||||
| 701-05-I | side drain pipe (24") | 88 | LNFT | 70.00 | 6,160.00 | 60.00 | 5,280.00 | ||||
| 701-09-A | fabricating pipe fittings (15" x 15" x 15") | 27 | EACH | 500.00 | 13,500.00 | 650.00 | 17,550.00 | ||||
| 701-09-B | fabricating pipe fittings (18" x 18" x 15") | 17 | EACH | 700.00 | 11,900.00 | 900.00 | 15,300.00 | ||||
| 701-09-C | fabricating pipe fittings (24" x 24" x 15") | 15 | EACH | 1,000.00 | 15,000.00 | 1,200.00 | 18,000.00 | ||||
| 701-09-D | fabricating pipe fittings (30" x 30" x 15") | 11 | EACH | 1,350.00 | 14,850.00 | 2,000.00 | 22,000.00 | ||||
| 701-09-E | fabricating pipe fittings (36" x 36" x 15") | 4 | EACH | 2,000.00 | 8,000.00 | 2,500.00 | 10,000.00 | ||||
| 701-09-F | fabricating pipe fittings (36" x 36" x 36") | 1 | EACH | 3,200.00 | 3,200.00 | 3,000.00 | 3,000.00 | ||||
| 701-09-G | fabricating pipe fittings (42" x 42" x 15") | 7 | EACH | 1,700.00 | 11,900.00 | 2,000.00 | 14,000.00 | ||||
| 701-09-H | fabricating pipe fittings (42" x 42" x 36") | 1 | EACH | 3,200.00 | 3,200.00 | 4,000.00 | 4,000.00 | ||||
| 701-09-I | fabricating pipe fittings (48" x 48" x 15") | 8 | EACH | 2,600.00 | 20,800.00 | 3,000.00 | 24,000.00 | ||||
| 701-09-J | fabricating pipe fittings (54" x 54" x 15") | 1 | EACH | 3,200.00 | 3,200.00 | 4,000.00 | 4,000.00 | ||||
| 701-09-K | fabricating pipe fittings (60" x 60" x 15") | 6 | EACH | 3,200.00 | 19,200.00 | 4,500.00 | 27,000.00 | ||||
| 701-09-L | fabricating pipe fittings (60" x 60" x 24") | 1 | EACH | 3,800.00 | 3,800.00 | 5,500.00 | 5,500.00 | ||||
| 701-09-M | fabricating pipe fittings (72" x 72" x 15") | 1 | EACH | 4,000.00 | 4,000.00 | 6,000.00 | 6,000.00 | ||||
| 701-09-N | fabricating pipe fittings (84" x 84" x 15") | 1 | EACH | 4,200.00 | 4,200.00 | 6,500.00 | 6,500.00 | ||||
| 702-02-B | manholes (r-cb-11) | 49 | EACH | 3,700.00 | 181,300.00 | 3,500.00 | 171,500.00 | ||||
| 702-02-C | manholes (r-cb-11 mod) | 8 | EACH | 4,800.00 | 38,400.00 | 10,000.00 | 80,000.00 | ||||
| 702-02-G | manholes (mh-20x9) | 2 | EACH | 15,000.00 | 30,000.00 | 25,000.00 | 50,000.00 | ||||
| 702-02-H | manholes (r-cb-36) | 7 | EACH | 10,000.00 | 70,000.00 | 6,000.00 | 42,000.00 | ||||
| 702-03-A | catch basins (cb-01) | 175 | EACH | 2,800.00 | 490,000.00 | 2,500.00 | 437,500.00 | ||||
| 702-03-B | catch basins (cb-02) | 1 | EACH | 3,800.00 | 3,800.00 | 8,000.00 | 8,000.00 | ||||
| 702-03-C | catch basins (cb-06) | 117 | EACH | 3,800.00 | 444,600.00 | 4,000.00 | 468,000.00 | ||||
| 702-03-F | catch basins (cb-08) | 37 | EACH | 7,000.00 | 259,000.00 | 8,000.00 | 296,000.00 | ||||
| 702-04-A | adjusting manholes | 18 | EACH | 1,000.00 | 18,000.00 | 2,000.00 | 36,000.00 | ||||
| 705-06-C | chain link fence (6-foot height) | 326 | LNFT | 30.00 | 9,780.00 | 35.00 | 11,410.00 | ||||
| 705-08-C | 15-foot double gate for chain link fence (6-foot height) |
1 | DBGT | 850.00 | 850.00 | 1,000.00 | 1,000.00 | ||||
| 706-01-A | concrete walk (4" thick) | 16,719.8 | SQYD | 30.00 | 501,594.00 | 30.00 | 501,594.00 | ||||
| 706-02-C | concrete drive (6" thick) | 5,470.5 | SQYD | 38.00 | 207,879.00 | 50.00 | 273,525.00 | ||||
| 707-01 | concrete curb | 31,257.4 | LNFT | 8.00 | 250,059.20 | 8.00 | 250,059.20 | ||||
| 707-03 | combination concrete curb and gutter | 598.6 | LNFT | 35.00 | 20,951.00 | 50.00 | 29,930.00 | ||||
| 708-01 | right-of-way monument | 97 | EACH | 150.00 | 14,550.00 | 800.00 | 77,600.00 | ||||
| 711-01-C | riprap (30 lb, 18" thick) | 5,178 | SQYD | 60.00 | 310,680.00 | 60.00 | 310,680.00 | ||||
| 711-04 | geotextile fabric | 5,178 | SQYD | 2.50 | 12,945.00 | 2.00 | 10,356.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 440,000.00 | 440,000.00 | 500,000.00 | 500,000.00 | ||||
| 713-03-A | temporary pavement markings (4" width) | 59,153 | LNFT | 0.20 | 11,830.60 | 0.30 | 17,745.90 | ||||
| 713-09 | temporary precast concrete barrier (department furnished) |
72 | EACH | 400.00 | 28,800.00 | 600.00 | 43,200.00 | ||||
| 722-01 | project site laboratory | 1 | EACH | 30,000.00 | 30,000.00 | 60,000.00 | 60,000.00 | ||||
| 725-02 | temporary detour roads | 1,046.4 | SQYD | 125.00 | 130,800.00 | 100.00 | 104,640.00 | ||||
| 726-01 | bedding material | 4,872.5 | CUYD | 55.00 | 267,987.50 | 45.00 | 219,262.50 | ||||
| 727-01 | mobilization | lump | LUMP | 2,000,000.00 | 2,000,000.00 | 3,000,000.00 | 3,000,000.00 | ||||
| 729-01 | sign (type a) | 379.0 | SQFT | 20.00 | 7,580.00 | 45.00 | 17,055.00 | ||||
| 729-16-B | object marker assembly (type 2) | 4 | EACH | 55.00 | 220.00 | 65.00 | 260.00 | ||||
| 729-16-C | object marker assembly (type 3) | 4 | EACH | 75.00 | 300.00 | 90.00 | 360.00 | ||||
| 731-02 | reflectorized raised pavement markers | 2,493 | EACH | 5.50 | 13,711.50 | 7.00 | 17,451.00 | ||||
| 732-01-C | plastic pavement striping (8" width) | 4,600 | LNFT | 0.80 | 3,680.00 | 1.00 | 4,600.00 | ||||
| 732-01-E | plastic pavement striping (24" width) | 1,587 | LNFT | 2.70 | 4,284.90 | 3.30 | 5,237.10 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 11.070 | MILE | 2,200.00 | 24,354.00 | 2,800.00 | 30,996.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 9.457 | MILE | 830.00 | 7,849.31 | 1,100.00 | 10,402.70 | ||||
| 732-04-A | plastic pavement legends & symbols (arrow) | 131 | EACH | 160.00 | 20,960.00 | 200.00 | 26,200.00 | ||||
| 732-04-C | plastic pavement legends & symbols (only) | 17 | EACH | 175.00 | 2,975.00 | 220.00 | 3,740.00 | ||||
| 732-05 | removal of existing pavement markings | 0.200 | MILE | 5,200.00 | 1,040.00 | 6,500.00 | 1,300.00 | ||||
| 735-01 | mailboxes | 30 | EACH | 1.00 | 30.00 | 6.00 | 180.00 | ||||
| 735-02 | mailbox supports (single) | 30 | EACH | 125.00 | 3,750.00 | 145.00 | 4,350.00 | ||||
| 736-01 | trenching and backfilling | 2,470 | LNFT | 4.00 | 9,880.00 | 6.00 | 14,820.00 | ||||
| 736-03-A | jacked or bored conduit (2" dia. pec) | 2,210 | LNFT | 7.00 | 15,470.00 | 15.00 | 33,150.00 | ||||
| 736-03-B | jacked or bored conduit (3" dia. pec) | 2,350 | LNFT | 17.00 | 39,950.00 | 24.00 | 56,400.00 | ||||
| 736-03-C | jacked or bored conduit (2" dia. hdpe) | 14,225 | LNFT | 8.00 | 113,800.00 | 14.00 | 199,150.00 | ||||
| 736-04-B | signal support, 25' mast arm with luminaire | 1 | EACH | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | ||||
| 736-04-C | signal support, 35' mast arm with luminaire | 2 | EACH | 10,000.00 | 20,000.00 | 8,200.00 | 16,400.00 | ||||
| 736-04-D | signal support, 40' mast arm with luminaire | 2 | EACH | 11,000.00 | 22,000.00 | 10,000.00 | 20,000.00 | ||||
| 736-04-E | signal support, 45' mast arm with luminaire | 1 | EACH | 20,000.00 | 20,000.00 | 11,000.00 | 11,000.00 | ||||
| 736-04-F | signal support, 50' mast arm with luminaire | 2 | EACH | 20,000.00 | 40,000.00 | 12,000.00 | 24,000.00 | ||||
| 736-04-G | signal support, 55' mast arm with luminaire | 4 | EACH | 20,000.00 | 80,000.00 | 15,000.00 | 60,000.00 | ||||
| 736-04-H | signal support, 65' mast arm with luminaire | 2 | EACH | 23,000.00 | 46,000.00 | 30,000.00 | 60,000.00 | ||||
| 736-04-I | signal support, 70' mast arm with luminaire | 2 | EACH | 24,000.00 | 48,000.00 | 30,500.00 | 61,000.00 | ||||
| 736-04-J | signal support, pedestal pole | 3 | EACH | 1,700.00 | 5,100.00 | 1,500.00 | 4,500.00 | ||||
| 736-05-B | signal heads, 3 face led (r,y,g) | 27 | EACH | 1,000.00 | 27,000.00 | 900.00 | 24,300.00 | ||||
| 736-05-C | signal heads, 3 face led (r,<-y,<-g) | 7 | EACH | 800.00 | 5,600.00 | 830.00 | 5,810.00 | ||||
| 736-05-D | signal heads, 5 face led (r,y,y->,g,g->) | 8 | EACH | 1,400.00 | 11,200.00 | 1,650.00 | 13,200.00 | ||||
| 736-05-E | signal heads, 5 face led (r,<-y,y,<-g,g) | 6 | EACH | 1,400.00 | 8,400.00 | 1,650.00 | 9,900.00 | ||||
| 736-05-F | signal heads, pedestrian led (symbol) | 32 | EACH | 1,000.00 | 32,000.00 | 720.00 | 23,040.00 | ||||
| 736-06 | signal service | 4 | EACH | 1,800.00 | 7,200.00 | 1,500.00 | 6,000.00 | ||||
| 736-08 | signal controller | 4 | EACH | 26,000.00 | 104,000.00 | 24,000.00 | 96,000.00 | ||||
| 736-09 | loop detector | 915 | LNFT | 11.00 | 10,065.00 | 12.00 | 10,980.00 | ||||
| 736-10-A | underground junction box type "e" | 20 | EACH | 600.00 | 12,000.00 | 480.00 | 9,600.00 | ||||
| 736-10-B | underground junction box type "f" | 31 | EACH | 750.00 | 23,250.00 | 540.00 | 16,740.00 | ||||
| 736-10-C | underground junction box type "g" | 24 | EACH | 1,400.00 | 33,600.00 | 1,000.00 | 24,000.00 | ||||
| 736-10-D | underground junction box type "h" | 11 | EACH | 4,700.00 | 51,700.00 | 1,400.00 | 15,400.00 | ||||
| 736-11-A | conduit (1/2" dia. pec) | 150 | LNFT | 1.30 | 195.00 | 3.76 | 564.00 | ||||
| 736-11-B | conduit (2" dia. pec) | 2,000 | LNFT | 3.60 | 7,200.00 | 5.50 | 11,000.00 | ||||
| 736-11-C | conduit (3" dia. pec) | 320 | LNFT | 5.60 | 1,792.00 | 10.00 | 3,200.00 | ||||
| 736-12-A | conductor, 3c (street sign cable / #14 awg) | 3,705 | LNFT | 4.10 | 15,190.50 | 2.60 | 9,633.00 | ||||
| 736-12-B | conductor, 3c (emergency vehicle cable) | 3,150 | LNFT | 1.10 | 3,465.00 | 2.20 | 6,930.00 | ||||
| 736-12-C | conductor, 6c (signal / #14 awg) | 2,340 | LNFT | 1.60 | 3,744.00 | 1.80 | 4,212.00 | ||||
| 736-12-D | conductor, 10c (signal / #14 awg) | 11,070 | LNFT | 2.20 | 24,354.00 | 2.00 | 22,140.00 | ||||
| 736-12-E | conductor, 12c (street light cable / #6 awg) | 3,350 | LNFT | 4.40 | 14,740.00 | 5.20 | 17,420.00 | ||||
| 736-12-F | conductor, 3c (power) | 795 | LNFT | 4.50 | 3,577.50 | 5.20 | 4,134.00 | ||||
| 736-12-G | conductor, 2c (loop lead-in / #14 awg) | 4,090 | LNFT | 1.20 | 4,908.00 | 1.25 | 5,112.50 | ||||
| 736-12-H | conductor, 2c (ped push button / #14 awg) | 4,750 | LNFT | 1.20 | 5,700.00 | 2.00 | 9,500.00 | ||||
| 739-01 | hydro-seeding | 4.20 | ACRE | 1,000.00 | 4,200.00 | 1,200.00 | 5,040.00 | ||||
| 740-01 | construction layout | lump | LUMP | 333,000.00 | 333,000.00 | 500,000.00 | 500,000.00 | ||||
| 742-01-C | sanitary sewer pipe (8") | 1,000 | LNFT | 70.00 | 70,000.00 | 60.00 | 60,000.00 | ||||
| 742-01-C-01 | sanitary sewer pipe (8") (cast iron pipe only) | 90 | LNFT | 135.00 | 12,150.00 | 120.00 | 10,800.00 | ||||
| 742-02 | adjusting sanitary sewer house connections | 10 | EACH | 1,100.00 | 11,000.00 | 2,000.00 | 20,000.00 | ||||
| 744-01 | traffic control management | lump | LUMP | 15,000.00 | 15,000.00 | 500,000.00 | 500,000.00 | ||||
| 804-01-F | precast concrete piles (24") | 3,600 | LNFT | 100.00 | 360,000.00 | 155.00 | 558,000.00 | ||||
| 804-05 | precast concrete test piles | 1 | EACH | 40,000.00 | 40,000.00 | 45,000.00 | 45,000.00 | ||||
| 804-09 | loading test piles | 1 | EACH | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | ||||
| 804-10 | reloading test piles | 1 | EACH | 2,500.00 | 2,500.00 | 500.00 | 500.00 | ||||
| 804-11 | redriving test piles | 1 | EACH | 200.00 | 200.00 | 500.00 | 500.00 | ||||
| 804-12 | loading permanent piles | 1 | EACH | 200.00 | 200.00 | 16,000.00 | 16,000.00 | ||||
| 804-17 | dynamic monitoring | 3 | EACH | 1,500.00 | 4,500.00 | 1,500.00 | 4,500.00 | ||||
| 805-01-A | class a concrete (pipe headwalls) | 79.36 | CUYD | 1,000.00 | 79,360.00 | 1,200.00 | 95,232.00 | ||||
| 805-01-C | class a concrete (retaining walls) | 8.32 | CUYD | 1,000.00 | 8,320.00 | 1,200.00 | 9,984.00 | ||||
| 805-01-F | class a concrete (bents) | 179.08 | CUYD | 750.00 | 134,310.00 | 1,000.00 | 179,080.00 | ||||
| 805-03 | class aa concrete | 609.60 | CUYD | 680.00 | 414,528.00 | 750.00 | 457,200.00 | ||||
| 805-06 | class r concrete | 104.28 | CUYD | 500.00 | 52,140.00 | 250.00 | 26,070.00 | ||||
| 806-01 | deformed reinforcing steel | 143,890 | LB | 1.00 | 143,890.00 | 1.00 | 143,890.00 | ||||
| 810-05 | pipe & concrete railing | 318.67 | LNFT | 300.00 | 95,601.00 | 250.00 | 79,667.50 | ||||
| 813-01 | concrete approach slabs | 763.98 | SQYD | 165.00 | 126,056.70 | 200.00 | 152,796.00 | ||||
| S-002 | relocating bench mark | 1 | EACH | 1,500.00 | 1,500.00 | 1,200.00 | 1,200.00 | ||||
| S-003 | saw cutting pcc pavement (6" thick) | 239 | LNFT | 6.00 | 1,434.00 | 12.00 | 2,868.00 | ||||
| S-004 | saw cutting pcc pavement (8" thick) | 530 | LNFT | 8.00 | 4,240.00 | 15.00 | 7,950.00 | ||||
| S-005 | mucking existing ditches | 8,750 | LNFT | 25.00 | 218,750.00 | 5.00 | 43,750.00 | ||||
| S-007 | temporary traffic maintenance asphaltic concrete | 2,000.0 | TON | 150.00 | 300,000.00 | 120.00 | 240,000.00 | ||||
| S-008 | internally illuminated street name signs | 20 | EACH | 4,000.00 | 80,000.00 | 4,800.00 | 96,000.00 | ||||
| S-009 | video detection system | 4 | EACH | 35,000.00 | 140,000.00 | 45,000.00 | 180,000.00 | ||||
| S-010 | unidirectional optical detector single channel | 17 | EACH | 600.00 | 10,200.00 | 775.00 | 13,175.00 | ||||
| S-011 | telephone service | 1 | EACH | 1,500.00 | 1,500.00 | 1,800.00 | 1,800.00 | ||||
| S-012 | thirty-six fiber (24 multi-mode and 12 single mode fibers) (communication cable/fiber optic) |
14,200 | LNFT | 3.70 | 52,540.00 | 4.75 | 67,450.00 | ||||
| S-013 | six fiber (4 multi-mode and 2 single mode fibers) (communication drop cable / fiber optic) |
200 | LNFT | 3.80 | 760.00 | 5.00 | 1,000.00 | ||||
| S-014 | temporary traffic signals | lump | LUMP | 50,000.00 | 50,000.00 | 300,000.00 | 300,000.00 | ||||
| S-101 | dynamic analysis | 3 | EACH | 1,000.00 | 3,000.00 | 1,500.00 | 4,500.00 | ||||
| S-102 | impact attenuators (construction zone) | 2 | EACH | 30,000.00 | 60,000.00 | 26,000.00 | 52,000.00 | ||||
| CONTRACTOR TOTAL | 27,479,245.31 | 32,223,208.80 | |||||||||