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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
Civil Projects (value)
Pre-Bid Phase:$2,517,637,057
Bid Phase:$333,398,332

Excavating & Grading Project Case Study in Pennsylvania

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Project Overview

Start Date:2008-07-01
Estimated Value:$311,278
The cost to build excavating & grading 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

Address:Yanuzzi Dr

Project Type

Building Category:Excavating & Grading
Work Type:New

Project Description:

Sidewalk[s], Curb[s], Gutter[s], Excavating & Grading, Pavement Markers, Sewage Piping For the realignment of the western section of Yanuzzi Drive including excavation,pipe installation,cement concrete sidewalk,cement concrete curb,superpave base,binder,and wearing courses,drainage improvements,pavement markings,and other miscellaneous construction within an overall length of 770 linear feet(0.146 miles)all as indicated on the approved drawings included in the bid package for YANUZZI DRIVE in SOUTH WAVERLY BOROUGH,BRADFORD COUNTY from approximately the intersection with Fulton Street at Station 10+00.00 to approximately 0.2 miles east of the intersection with Fulton Street at Station 18+75.00. 0201-0001 Lump Sum 1.000 01 Standard CLEARING AND GRUBBING A 0203-000 Cubic Yard 1,592.000 01 Adhoc CLASS 1 EXCAVATION C 0204-0001 Cubic Yard 16.000 01 CLASS 2 EXCAVATION C1,H 0204-0150 Cubic Yard 67.000 01 CLASS 4 EXCAVATION C1,H,S 0205-0363 Ton 106.000 01 Adhoc SELECTED BORROW EXCAVATION ROCK,CLASS R-3 C1 0212-0001 Linear Foot 440.000 01 GEOTEXTILE,CLASS 1 C3,H,M2 0212-0003 Square Yard 161.000 01 GEOTEXTILE,CLASS 2,TYPE B C3,H,M2 0309-0037 Ton 444.000 01 SUPERPAVE ASPHALT MIXTURE DESIGN,HMA BASE COURSE,PG 58-28,0.3 MILLION ESALs,25. MM MIX E 0350-0106 Square Yard 2,554.000 01 SUBBASE 6" DEPTH(NO. 2A)C,E 0409-0192 Ton 222.000 01 SUPERPAVE ASPHALT MIXTURE DESIGN,HMA WEARING COURSE,PG 58-28,0.3 TO 3 MILLION ESALS,9.5 MM MIX,SRL-H F 0409-6170 Ton 379.000 01 SUPERPAVE ASPHALT MIXTURE DESIGN,HMA BINDER COURSE,PG 58-28,0.3 TO 3 MILLION ESALS,19.0 MM MIX F 0460-0002 Gallon 345.000 03 BITUMINOUS TACK COAT F4 0601-5430 Cubic Yard 1.000 03 CLASS A CEMENT CONCRETE FOR MISCELLANEOUS DRAINAG H,S 0601-7326 Linear Foot 8.000 03 24" REINFORCED CONCRETE PIPE,TYPE B,10'-2' FILL H E 0601-7326 Linear Foot 70.000 03 24" REINFORCED CONCRETE PIPE,TYPE B,10'-2' FILL H O 0601-0765 Linear Foot 70.000 24" DUCTILE IRON PIPE H O 0601-0355 Linear Foot 70.000 24" THERMOPLASTIC PIPE,GROUP III,8'-2' FILL H 0605-2281 Each 2.000 02 INLET BOX,TYPE 2 K 0605-2385 Each 2.000 03 TYPE C INLET FRAME AND GRATE,BICYCLE SAFE GRATE K 0608-0001 Lump Sum 1.000 03 MOBILIZATION X 0610-7002 Linear Foot 440.000 03 6" PAVEMENT BASE DRAIN H2 0630-0001 Linear Foo 1,245.000 01 Standard PLAIN CEMENT CONCRETE CURB K 0676-0001 Square Yard 350.00 02 CEMENT CONCRETE SIDEWALK K 4677-0002 Ton 29.000 03 Yes Adhoc SELECTED MATERIAL SURFACING(MODIFIED)E 0678-0110 Linear Foot 40.000 03 PERMANENT BARRICADE J2