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Total value of Idaho construction projects currently in our database:

Commercial Projects (value)
Pre-Bid Phase:$8,349,620,015
Bid Phase:$62,124,500
Civil Projects (value)
Pre-Bid Phase:$7,295,395,949
Bid Phase:$41,557,000

Excavating & Grading Project Case Study in Idaho

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Project Overview

Start Date:2004-01-01
Estimated Value:Not Available (develop your own cost estimate with RSMeans Online)
The cost to build bridges & culverts in Idaho depends upon the location, project scope, specific components used and current market conditions. If you are looking to size the cost of building a project similar to this one,

Project Location

County:Nez Perce
Address:US 12 MP 30 610 To MP 31 550

Project Type

Building Category:Bridges & Culverts, Excavating & Grading
Work Type:New

Project Description:

Bridge[s] & Culvert[s], Road[s], Excavating & Grading 201-005A CLEARING & GRUBBING 1.500 ha 203-080A REM OF GUARDRAIL 273.000 m 203-105A REM OF MISC IRR STR 6.000 EACH 205-005A EXCAVATION 27469.000 m3 205-020A CONTROLLED BLASTING 4000.000 m 205-040A GRANULAR BORROW 257.000 m3 205-060A WATER FOR DUST ABATEMENT 3450.000 m3 210-005A STR EXCAVATION SCH NO. 1 263.000 m3 210-015A COMPACTING BACKFILL 257.000 m3 212-085A STONE FILTER DAM TY I or II 120.000 m3 303-022A 19 mm AGGR TY B FOR BASE 9500.000 t 401-020A CSS-1 DIL EMUL ASPH FOR TACK 3600.000 L 405-025A PL MX PAV INCL ASPH&ADD CL I 4819.00 t 405-245A APPROACH 4.000 EACH 602-025A 300 mm PIPE CULV 12.120 m 602-035A 450 mm PIPE CULV 160.020 m 602-045A 600 mm PIPE CULV 25.340 m 602-065A 900 mm PIPE CULV 22.660 m 608-025A 300 mm APRON FOR PIPE 2.000 EACH 608-035A 450 mm APRON FOR PIPE 12.000 EACH 608-045A 600 mm APRON FOR PIPE 1.000 EACH 608-065A 900 mm APRON FOR PIPE 1.000 EACH 612-005A METAL GUARDRAIL (TY B INSTALLATION) 1690.000 m 612-075A METAL TERMINAL SECTION TY 5 6.000 EACH 616-010A SIGN TY B 8.080 m2 616-035A SIGN BRACKET & BRACE ANGLE 78.710 kg 616-055A BRKAWY WOOD SIGN POST TY D 0.400 m3 617-005A DELINEATOR TY 1 33.000 EACH 617-020A DELINEATOR TY 4 2.000 EACH 620-025A PLANTING SHRUB (BARE-ROOT or CONTAINER) 670.000 EACH 621-005A SEE BED PREPARATION 2.607 ha 621-010A SEEDING 2.607 ha 621-035A FERTILIZING 2.607 h 624-015A HAND PLACED RIPRAP 284.430 m3 626-005A RENT CONST SIGN CL A 9.400 m2 626-010A RENT CONST SIGN CL B 15.920 m2 626-050A RENT DRUM CL B 108.000 EACH 626-090A TEMP PAV MARKING TAPE (WHITE) 600.000 m 626-095A TEMP PAV MARKING TAPE (YELLOW) 340.000 m 626-100A RENT INCIDENTAL TRAF CNTL ITEM 1.000 LS 626-105A TRAF CNTL MAINTENANCE 600.000 MNHR 626-115A RENT PORT TUBULAR MARKERS 100.000 EACH 630-005A FLAGGING 3840.000 HR 630-010A PILOT CAR OPERATION 240.000 HR 640-015A SUBGRADE SEPARATION GEOTEXTILE 20735.000 m2 640-020A PAV OVERLAY GEOTEXTILE 2000.000 m2 S105-05A DIRECTED SURVEYING (2-MAN CREW) 40.000 HR S105-05B DIRECTED SURVEYING (3-MAN CREW) 40.000 HR S105-05C DIRECTED SURVEYING (4-MAN CREW) 40.000 HR S105-05D DIRECTED SURVEYING (OFFICE COMPUTATIONS) 8.000 HR S105-10A SURVEY 1.000 LS S105-15A TRAINING 1000.000 HR S400-20A COLD MILLING 2400.000 m2 S900-50A CONTINGENCY AMOUNT (HORIZONTAL DRAIN) 1.000 CA S900-50B CONTINGENCY AMOUNT (SHOTCRETE SLOPE STABILIZATION) 1.000 CA S900-50C CONTINGENC AMOUNT SOFT SPOT REPAIR 1.000 CA S900-50D CONTINGENCY AMOUNT ROCK BOLTS 1.000 C S900-50E CONTINGENCY AMOUNT FERTILIZER MATERIAL 1.000 CA S911-05A SP TEMPORARY CONCRETE GUARDRAIL 1500.000 m S911-05C SP FIBER WATTLE 1680.000 m S912-05A SP BONDED FIBER MATRIX 26065.000 m2 S912-05B SP RETAINING WALL 5160.000 m2 Z629-05 MOBILIZATION 1.000 LS