Similar Projects
| Last Updated | 12/07/2018 12:26 AM |
| Project Title | SR 1012/BR of Mcgee Run |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Westmoreland County) |
| Category(s) | Heavy and Highway |
| Sub-Category(s) | Bridge |
| Contracting Method | Competitive Bids. |
| Project Status | Results |
| Bids Due | View project details and contacts |
| Estimated Value | $500,000 to $999,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | This project consists of the replacement of the bridge that carries S.R. 1012 (Bergman Road) over McGee Run. Also included will be minor roadway approach work, drainage upgrades, guide rail upgrades, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 1012, SECTION B10, in Westmoreland COUNTY, Derry TOWNSHIP from approximately 200 feet West of the existing structure at segment 0030 offset 1018 to approximately 205 FT East of the existing structure at segment 0030 offset 1397. 0201-0001 Lump Sum 1.000 01 N A CLEARING AND GRUBBING 0203-0001 Cubic Yard 821.000 01 N C CLASS 1 EXCAVATION 0204-0150 Cubic Yard 1.000 01 N C1, H, S CLASS 4 EXCAVATION 0205-0200 Cubic Yard 125.000 01 N C1 SELECTED BORROW EXCAVATION 0205-0264 Cubic Yard 19.000 02 N C1 SELECTED BORROW EXCAVATION ROCK, CLASS R-4 4205-0267 Cubic Yard 62.000 02 N Yes C1 Proj SELECTED BORROW EXCAVATION ROCK, CLASS R-7 WITH CLASS A CEMENT CONCRETE 0208-0001 Hour 2.000 01 N C SPECIAL ROLLING 0212-0001 Linear Foot 512.000 01 N C3, H, M2 GEOTEXTILE, CLASS 1 0212-0014 Square Yard 232.000 01 N C3, H, M2 GEOTEXTILE, CLASS 4, TYPE A 0213-0002 Dollar 3,000.000 $1.0000 $3,000.00 01 Y Z TEMPORARY PROJECT AIR POLLUTION CONTROL 0311-0320 Square Yard 1,012.000 01 N E SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BASE COURSE, PG 64-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 3" DEPTH 0311-0337 Ton 12.000 01 N E SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BASE COURSE, PG 64-22, < 0.3 MILLION ESALs, 25.0 MM MIX 0350-0106 Square Yard 1,012.000 01 N C, E SUBBASE 6" DEPTH (NO. 2A) 0411-0385 Square Yard 1,071.000 01 N F SUPERPAVE ASPHALT MIXTURE DESIGN, WMA WEARING COURSE, PG 64-22, < 0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L 0411-6350 Square Yard 1,028.000 01 N F SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BINDER COURSE, PG 64-22, < 0.3 MILLION ESALS, 19.0 MM MIX, 2 1/2" DEPTH 0411-6370 Ton 11.000 01 N F SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BINDER COURSE, PG 64-22, < 0.3 MILLION ESALS, 19.0 MM MIX 0460-0003 Square Yard 2,157.000 01 N F4 BITUMINOUS TACK COAT (NTT/CNTT) 0461-0002 Gallon 58.000 01 N F4 BITUMINOUS PRIME COAT 0608-0001 Lump Sum 1.000 04 N X Std MOBILIZATION 0609-0003 Lump Sum 1.000 03 N X INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE B 0609-0009 Lump Sum 1.000 03 N X Std EQUIPMENT PACKAGE 0610-7002 Linear Foot 512.000 01 N H2 6" PAVEMENT BASE DRAIN 0610-7400 Cubic Yard 1.000 01 N H2 ADDITIONAL COARSE AGGREGATE FOR EXTRA DEPTH PAVEMENT BASE DRAIN 0615-0022 Linear Foot 84.000 01 N H2 6" SUBSURFACE DRAIN OUTLETS 0615-0040 Each 2.000 01 N H2 SUBSURFACE DRAIN OUTLET ENDWALL 0615-0066 Each 2.000 01 N C1, H2, R 66" RED SUBSURFACE DRAIN OUTLET MARKER 0619-0459 Each 4.000 01 N J1, J3 PERMANENT IMPACT ATTENUATING DEVICE, TYPE II, TEST LEVEL 3, TANGENT (MASH) 4620-0015 Each 4.000 01 N Req J Proj THRIE-BEAM TO VERTICAL WALL BRIDGE BARRIER TRANSITION 0620-0503 Linear Foot 163.000 01 N C1, J REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY) 0620-1600 Linear Foot 88.000 01 N J TYPE 31-S GUIDE RAIL 0677-0001 Cubic Yard 10.000 01 N C1, E SELECTED MATERIAL SURFACING 0686-0010 Lump Sum 1.000 01 N X CONSTRUCTION SURVEYING, TYPE A 0686-0050 Lump Sum 1.000 01 N X CONSTRUCTION SURVEYING, TYPE D 0689-0003 Lump Sum 1.000 01 N X CPM SCHEDULE 0703-0020 Cubic Yard 19.000 01 N C1, H NO. 1 COARSE AGGREGATE 0802-0001 Cubic Yard 58.000 01 N C1, M TOPSOIL FURNISHED AND PLACED 0804-0005 Pound 11.000 01 N M3 SEEDING AND SOIL SUPPLEMENTS - FORMULA N, INCLUDING MULCH 0804-0006 Pound 9.000 01 N M3 SEEDING AND SOIL SUPPLEMENTS - FORMULA L, INCLUDING MULCH 0806-0113 Square Yard 344.000 01 N M2 TEMPORARY SHORT-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 2D 0811-0003 Linear Foot 170.000 01 N J2, M TEMPORARY PROTECTIVE FENCE 0845-0001 Dollar 5,000.000 $1.0000 $5,000.00 01 Y M2 UNFORESEEN WATER POLLUTION CONTROL 0849-0010 Each 2.000 01 N C1 ROCK CONSTRUCTION ENTRANCE 0850-0032 Cubic Yard 116.000 01 N C1 ROCK, CLASS R-4 0855-0003 Each 1.000 01 N M2 PUMPED WATER FILTER BAG 0855-0004 Each 2.000 01 N M2 REPLACEMENT PUMPED WATER FILTER BAG 0867-0012 Linear Foot 656.000 01 N M2 COMPOST FILTER SOCK, 12" DIAMETER 0901-0001 Lump Sum 1.000 05 N Q Proj MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION 0901-0231 Day 50.000 05 N Q ADDITIONAL WARNING LIGHTS, TYPE B 0901-0240 Square Foot 100.000 05 N Q, R ADDITIONAL TRAFFIC CONTROL SIGNS 1018-0001 Lump Sum 1.000 02 N T1 Std REMOVAL OF EXISTING BRIDGE E 8510-0001 Lump Sum 1.000 02 N Yes S4 Std PRECAST REINFORCED CONCRETE BOX CULVERT, AS DESIGNED, S-37328 A 1002-0053 Pound 2,787.000 02 N S7 REINFORCEMENT BARS, EPOXY COATED O 8510-0002 Lump Sum 1.000 02 N S4 Std PRECAST REINFORCED CONCRETE BOX CULVERT O 8520-0001 Lump Sum 1.000 02 N S4 Std CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT 9000-0004 Lump Sum 1.000 01 N C1, H Proj TEMPORARY STREAM DIVERSION 9000-0012 Linear Foot 41.000 01 N G1, G4 Proj SAWCUT OF EXISTING PAVEMENT 9000-2081 Cubic Yard 100.000 01 N C1 Proj AS DIRECTED SUBGRADE UNDERCUT 9000-5000 Each 1.000 01 N M2 Std | ||||||||||||||||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
