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Total value of Pennsylvania construction projects currently in our database:

Commercial Projects (value)
Pre-Bid Phase:$24,485,577,809
Bid Phase:$675,805,243
Post-Bid:$94,253,398,511
Civil Projects (value)
Pre-Bid Phase:$2,517,637,057
Bid Phase:$333,398,332
Post-Bid:$35,438,855,103



Fencing Project Case Study in Pennsylvania

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 fencing projects in Pennsylvania are also available.

Project Overview

Project Title:PADOT SR 72 MAJOR TRAFFIC SIGNALS
Estimated Value:$2,883,540
The cost to build fencing in Pennsylvania 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:Pennsylvania
County:Lancaster
Address:SR 72

Project Type

Building Category:Fencing
Work Type:New

Project Description:

Sidewalk[s], Curb[s], Gutter[s],Water Piping,Electrical Work,Excavating & Grading,Fencing,Pavement Markers,Sewage Piping New traffic signal and geometric improvements at the intersection of SR 0072(Main Street)and SR 0772(Fruitville Pike),Charlotte Street,and Eby Street;two lanes and turn lanes;new railroad warning signals devices with interconnection for traffic signal preemption;structure replacement on SR 0772 over Chickies Creek with approach profile adjustments;base replacement;resurfacing;milling;curb&sidewal;guide rail updates;drainage work;seeding&soil supplements;pavement markings;and other miscellaneous construction,all as indicated on the approved drawings included in the Bid Package for STATE ROUTE 0072,SECTION 024,in LANCASTER COUNTY,PENN TOWNSHIP&MANHEIM BOROUGH,from Segment 0290 Offset 0479 to Segment 0300 Offset 0625,a length of 116.32 linear feet(0.221 mile). Also included is STATE ROUTE 0772,SECTION 021,from Segment 0300 Offset 0986 to Segment 0300 Offset 0000,a length of 861.53 linear feet(0.163 mile). Overall project length is 2027.85 linear feet(0.384 mile). 0201-0001 Lump Sum 1.000 01 N A CLEARING AND GRUBBING 0203-0001 Cubic Yard 3,561.000 01 N C CLASS 1 EXCAVATION 0203-0003 Cubic Yard 171.000 01 N C CLASS 1A EXCAVATION 0203-0004 Cubic Yard 309.000 01 N C CLASS 1B EXCAVATION 0204-0001 Cubic Yard 963.000 01 N C1,H CLASS 2 EXCAVATION 4204-0100 Cubic Yard 15.000 20 N Yes C1,S1,T1 Proj CLASS 3 EXCAVATION MODIFIED 0204-0150 Cubic Yard 845.000 01 N C1,H,S CLASS 4 EXCAVATION 0205-0100 Cubic Yard 530.000 01 N C1 FOREIGN BORROW EXCAVATION 0212-0001 Linear Foot 3,610.000 01 N C3,H,M2 GEOTEXTILE,CLASS 1 0212-0002 Square Yard 612.000 01 N C3,H,M2 GEOTEXTILE,CLASS 2,TYPE A 0212-0006 Linear Foot 10.000 01 N C3,H,M3 GEOTEXTILE,CLASS 3,TYPE B 0212-0014 Square Yard 758.000 01 N C3,H,M2 GEOTEXTILE,CLASS 4,TYPE A 0309-0320 Square Yard 920.000 01 N E SUPERPAVE ASPHALT MIXTURE DESIGN,HMA BASE COURSE,PG 64-22,<0.3 MILLION ESALs,25.0 MM MIX,3" DEPTH 0309-0324 Square Yard 3,313.000 01 N E SUPERPAVE ASPHALT MIXTURE DESIGN,HMA BASE COURSE,PG 64-22,<0.3 MILLION ESALs,25.0 MM MIX,5" DEPTH 0309-0424 Square Yard 1,597.000 01 N E SUPERPAVE ASPHALT MIXTURE DESIGN,HMA BASE COURSE,PG 64-22,0.3 TO<3 MILLION ESALs,25.0 MM MIX,5" DEPTH 0309-0437 Ton 441.000 01**N E SUPERPAVE ASPHALT MIXTURE DESIGN,HMA BASE COURSE,PG 64-22,0.3 TO<3 MILLION ESALs,25.0 MM MIX 0350-0106 Square Yard 4,233.000 01 N C,E SUBBASE 6" DEPTH(NO. 2A)0350-0110 Square Yard 1,597.000 01 N C,E SUBBASE 10" DEPTH(NO. 2A)0350-0121 Ton 495.000 01**N C,E SUBBASE(NO. 2A)0409-0353 Square Yard 3,313.000 01 N F SUPERPAVE ASPHALT MIXTURE DESIGN,HMA WEARING COURSE,PG 64-22,<0.3 MILLION ESALS,12.5 MM MIX,2" DEPTH,SRL-G 0409-0383 Square Yard 920.000 01 N F SUPERPAVE ASPHALT MIXTURE DESIGN,HMA WEARING COURSE,PG 64-22,<0.3 MILLION ESALS,9.5 MM MIX,1 1/2" DEPTH,SRL-G 0409-0395 Ton 426.000 01 N F SUPERPAVE ASPHALT MIXTURE DESIGN,HMA WEARING COURSE,PG 64-22,<0.3 MILLION ESALS,9.5 MM MIX,SRL-L 0409-0452 Square Yard 4,062.000 01 N F SUPERPAVE ASPHALT MIXTURE DESIGN,HMA WEARING COURSE,PG 64-22,0.3 TO<3 MILLION ESALS,12.5 MM MIX,2" DEPTH,SRL-H 0409-0482 Square Yard 435.000 01 N F SUPERPAVE ASPHALT MIXTURE DESIGN,HMA WEARING COURSE,PG 64-22,0.3 TO<3 MILLION ESALS,9.5 MM MIX,1 1/2" DEPTH,SRL-H 0409-6350 Square Yard 4,233.000 01 N F SUPERPAVE ASPHALT MIXTURE DESIGN,HMA BINDER COURSE,PG 64-22,<0.3 MILLION ESALS,19.0 MM MIX,2 1/2" DEPTH 0409-7470 Ton 680.000 01 N F SUPERPAVE ASPHALT MIXTURE DESIGN,HMA BINDER COURSE(LEVELING),PG 64-22,0.3 TO<3 MILLION ESALS,19.0 MM MIX 0460-0002 Gallon 683.000 01 N F4 BITUMINOUS TACK COAT