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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
Post-Bid:$8,869,839,231
Civil Projects (value)
Pre-Bid Phase:$7,295,395,949
Bid Phase:$41,557,000
Post-Bid:$4,007,975,398



Excavating & Grading Project Case Study in Idaho

This project information is pulled from our archive of hundreds of thousands of construction projects. Use it to research ideas and potential partners for your own project. Additional examples of excavating & grading projects in Idaho are also available.

Project Overview

Project Title:IDDOT WB PASSING LANE MP 31 CONST
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

State:Idaho
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