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Bridge Construction Project Lead, PA   (Fayette County)

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Last Updated 02/15/2019 04:56 AM
Project Title

2018 Fayette/Wash Co Bridges

Physical Address View project details and contacts
City, State (County) PA   (Fayette 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 $1,000,000 to $2,499,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description Replacement Of Three (3) Existing Bridges Carrying s.r. 0119 (Morgantown Road) Over a Branch Of Georges Creek, s.r. 4001 (Rush Run Road) Over Rush Run, And s.r. 2065 (Barneys Run Road) Over Barneys Run. Also Included Will Be Minor Roadway Approach Work, Drainage Upgrades, Guide Rail Upgrades, Signing And Pavement Markings And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 0119, Section f10, In Fayette County Springhill Township From Approximately 270 Feet South Of The Intersection Of s.r. 0119 And t-366 (Larman Mill Road) At Segment 140 Offset 2806 To Approximately 430 Feet North Of The Intersection Of s.r. 0119 And t-366 (Larman Mill Road) At Segment 0150 Offset 0445. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0002 Lump Sum 1.000 02 n a Clearing And Grubbing 0201-0003 Lump Sum 1.000 03 n a Clearing And Grubbing 0203-0001 Cubic Yard 2,958.000 01** n c Class 1 Excavation 0203-0004 Cubic Yard 3.000 02 n c1 Class 1b Excavation 0204-0001 Cubic Yard 354.000 01** n c1, h Class 2 Excavation 0204-0150 Cubic Yard 81.000 02 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 85.000 01 n c1 Foreign Borrow Excavation 4205-0200 Cubic Yard 569.000 01** n Yes c1 Std Selected Borrow Excavation 206 Rock, Sandstone 0205-0263 Cubic Yard 50.000 02** n c1 Selected Borrow Excavation Rock, Class r-3 0205-0266 Cubic Yard 209.000 02** n c1 Selected Borrow Excavation Rock, Class r-6 0212-0001 Linear Foot 1,257.000 01** n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 3,587.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 1,587.000 01** n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 15,000.000 $1.0000 $15,000.00 01** y z Temporary Project Air Pollution Control 0311-0320 Square Yard 973.000 02 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0311-0322 Square Yard 662.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0323 Square Yard 875.000 03 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0350-0106 Square Yard 2,434.000 01** n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 70.000 02 n c, e Subbase (No. 2a) 0411-0385 Square Yard 1,949.000 02** 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 0411-0482 Square Yard 2,341.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-1492 Ton 2.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-2492 Ton 2.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-6350 Square Yard 1,949.000 02** n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-6450 Square Yard 662.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-7470 Ton 2.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 6,742.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 519.000 01** n f4 Bituminous Prime Coat 0470-0301 Square Yard 2.000 02 n f4 Bituminous Seal Coat, Using Sc-1 Cubical Aggregate, Srl-l 0491-0012 Square Yard 18.000 02 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0014 Square Yard 9.000 02 n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 4491-0039 Square Yard 213.000 01 n Req f3 Proj Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) e 0601-0313 Linear Foot 100.000 02 n h 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill a 0616-1252 Each 1.000 02 n h Thermoplastic End Section For 18" Pipe o 0601-7313 Linear Foot 100.000 02 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill a 0616-1202 Each 1.000 02 n h Concrete End Sections For 18" Pipe e 4601-0400 Linear Foot 80.000 01 n Yes h Proj 18" Thermoplastic Pipe, Group Vi, 15'-2' Fill Includes Excavation o 4601-9033 Linear Foot 80.000 01 n Yes h Proj 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage Includes Excavation e 4604-0400 Linear Foot 10.000 01 n Yes h Proj 18" Perforated Thermoplastic Pipe, Group Vi, 15'-2' Fill Includes Excavation o 4604-9033 Linear Foot 10.000 01 n Yes h Proj 18" Perforated Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage Includes Excavation 0605-2600 Each 1.000 01 n k Type d Endwall 0605-2731 Set 2.000 01** n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2741 Set 3.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 5.000 01** n k Standard Inlet Box, Height < /= 10' 0608-0001 Lump Sum 1.000 08 n x Mobilization 0609-0004 Lump Sum 1.000 07 n x Inspector's Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 07 n x Std Equipment Package 0610-7001 Linear Foot 445.000 03 n h2 4" Pavement Base Drain 0610-7002 Linear Foot 812.000 01** n h2 6" Pavement Base Drain 0610-7400 Cubic Yard 2.000 02 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0021 Linear Foot 60.000 03 n h2 4" Subsurface Drain Outlets 0615-0022 Linear Foot 140.000 01** n h2 6" Subsurface Drain Outlets 0615-0040 Each 7.000 02** n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 7.000 02** 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) 0619-0470 Each 2.000 03 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0620-0400 Each 1.000 02 n j Terminal Section, Single 0620-0503 Linear Foot 656.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0585 Linear Foot 100.000 02 n j Rubbing Rail 0620-0871 Each 2.000 03 n j Buried-In-Backslope Terminal 0620-1600 Linear Foot 263.000 03 n j Type 31-s Guide Rail 0620-1601 Linear Foot 463.000 02 n j Type 31-s Guide Rail With 7' Extra Length Posts 0620-1625 Linear Foot 213.000 01 n j Type 31-Sc Guide Rail 4620-1625 Linear Foot 25.000 01 n Yes j Proj Type 31-Sc Guide Rail With Precast Base 0620-1626 Linear Foot 50.000 02 n j Type 31-Sc Guide Rail With 7' Extra Length Posts 0620-1637 Linear Foot 50.000 02 n j Type 31-Scc Guide Rail With 7' Extra Length Posts 0620-1660 Each 2.000 01 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 4.000 01 n j Type 31-Strong Post In-Line Anchor 0659-0001 Square Yard 1,423.000 01 n f4 High Friction Surface Treatment (Hfst) 0677-0001 Cubic Yard 25.000 01 n c1, e Selected Material Surfacing 0677-0002 Ton 44.000 02 n c1, e Selected Material Surfacing 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0686-0051 Lump Sum 1.000 02 n x Construction Surveying, Type d 0686-0052 Lump Sum 1.000 03 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01** n x Cpm Schedule 0703-0020 Cubic Yard 981.000 01** n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 4.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 659.000 01** n c1, m Topsoil Furnished And Placed 0804-0001 Pound 12.000 03 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 30.000 02 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 47.000 02 n m3 Seeding - Formula e, Including Mulch 0804-0005 Pound 126.000 02** n m3 Seeding And Soil Supplements - Formula n, Including Mulch 0804-0011 Pound 12.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 12.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 15.000 01** n m3 Seeding - Formula e 0804-0020 Pound 33.000 01 n m3 Seeding And Soil Supplements - Formula l 0805-0022 Ton 2.000 01** n m3 Mulching - Straw 0805-0050 Square Yard 890.000 01 n m3 Mulch Control Netting 0806-0112 Square Yard 116.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 4806-0113 Square Yard 2,605.000 02 n Yes m2 Proj Temporary Short-Term, Rolled Erosion Control Product, Type 2d , Organic 0808-3271 Each 2.000 02 n m American Sycamore - (1" Cal. b&b) 0808-3321 Each 2.000 02 n m Swamp White Oak - (1 1/2" Cal. b&b) 0808-3330 Each 2.000 02 n m Pin Oak - (1" Cal. b&b) 0808-3730 Each 17.000 02 n m Arrowwood Viburnum - (2' Ht. b&b) 0808-4787 Each 17.000 02 n m Spicebush - (24" Ht. Container) 0810-0027 Linear Foot 2.000 01** n m1 Tree Trimming To An Unlimited Height 4810-0050 Lump Sum 1.000 02 n Yes a, m1 Proj Selective Tree Removal As Specified 0811-0003 Linear Foot 320.000 02 n j2, m Temporary Protective Fence 0845-0001 Dollar 15,000.000 $1.0000 $15,000.00 01** y m2 Unforeseen Water Pollution Control 0849-0010 Each 5.000 01** n c1 Rock Construction Entrance 0850-0022 Square Yard 6.000 01 n c1 Rock, Class r-4 0850-0032 Cubic Yard 34.000 03 n c1 Rock, Class r-4 0851-0003 Square Yard 10.000 01 n c1 Rock Apron 0855-0003 Each 5.000 01** n m2 Pumped Water Filter Bag 0855-0004 Each 3.000 02 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 1.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 3.000 01 n m2 Inlet Filter Bag For Type s Inlet 0860-0010 Each 1.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type m Inlet 0860-0020 Each 1.000 02 n m2 Pipe/Gravel Inlet Protection For Type m Inlet 0867-0012 Linear Foot 758.000 01** n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 720.000 02 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 09 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 10 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0003 Lump Sum 1.000 11 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0201 Day 3.000 09 n q Floodlights 0901-0231 Day 193.000 09** n q Additional Warning Lights, Type b 0901-0240 Square Foot 315.000 09** n q, r Additional Traffic Control Signs 0931-0001 Square Foot 13.000 02 n r Post Mounted Signs, Type b 0931-0003 Square Foot 85.000 01** n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 32.000 01** n r Post Mounted Signs, Type f 0937-0106 Each 31.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 31.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0330 Each 2.000 02 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0339 Each 1.000 02 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0962-1000 Linear Foot 2,400.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 2,400.000 01 n o 4" Yellow Waterborne Pavement Markings 0966-0011 Each 11.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0971-0001 Each 10.000 02** n r Remove Post Mounted Signs, Type b 1001-0010 Cubic Yard 20.000 05 n s2 Class a Cement Concrete 1018-0001 Lump Sum 1.000 04 n t1 Proj Removal Of Existing Bridge 1018-0002 Lump Sum 1.000 05 n t1 Proj Removal Of Existing Bridge 1018-0003 Lump Sum 1.000 06 n t1 Proj Removal Of Existing Bridge e 8510-0001 Lump Sum 1.000 05 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-37904 a 1002-0053 Pound 1,533.000 05 n s7 Reinforcement Bars, Epoxy Coated o 8510-0002 Lump Sum 1.000 05 n s4 Std Precast Concrete Box Culvert o 8520-0001 Lump Sum 1.000 05 n s4 Std Cast-In -Place Reinforced Concrete Box Culvert e 8510-0003 Lump Sum 1.000 06 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-37411 a 1002-0053 Pound 10,114.000 06 n s7 Reinforcement Bars, Epoxy Coated o 8520-0002 Lump Sum 1.000 06 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert e 8540-0001 Lump Sum 1.000 04 n Yes s4 Std Elliptical Pipe Culvert, As Designed, s-37653 o 8520-0003 Lump Sum 1.000 04 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0001 Each 17.000 02 n m Proj Common Ninebark - (2' Ht., #3 Cont.) 9000-0010 Linear Foot 190.000 01** n m2 Proj Sandbag Diversion Dam Or Cofferdam 9000-0015 Each 3.000 01** n m2 Proj Temporary Pump Bypass System 9000-0030 Linear Foot 158.000 01** n g4 Proj Sawcut Existing Pavement, Full Depth 9000-0210 Pound 13.000 02 n m3 Proj Seeding And Soil Supplements - Wetland Native Seed Mix, Including Mulch 9000-0215 Each 65.000 02 n m Proj Live Stakes - Silky Dogwood 9000-0220 Each 130.000 02 n m Proj Live Stakes - Black Willow 9000-0225 Each 65.000 02 n m Proj Live Stakes - Red Osier Dogwood 9000-0230 Each 130.000 02 n m Proj Live Stakes - Streamco Willow 9000-0235 Each 17.000 02 n m Proj Black Willow - (3' Ht., #3 Cont.) 9000-0240 Cubic Yard 26.000 02 n c1, h Proj Channel Bed Material 9000-0245 Cubic Yard 67.000 02 n c1, h Proj Recover, Stockpile And Place Channel Substrate 9000-0250 Linear Foot 148.000 02 n c1, h Proj Stacked Imbricated Stone 9000-0255 Linear Foot 80.000 02 n c1, h Proj Mudsill 9000-0260 Lump Sum 1.000 02 n x Proj Environmental As-Built Survey 9000-0265 Lump Sum 1.000 02 n t1 Proj Removal Of Existing Railroad Abutments 9000-0270 Each 6.000 02 n m Proj Temporary Protective Tree Tubes 9000-1000 Lump Sum 1.000 60 n x Proj Water Line Relocation 9000-5000 Each 4.000 01** n x Std Concrete Washout 9203-0101 Lump Sum 1.000 06 n c1 Std Temporary Excavation Support And Protection System 9203-0102 Lump Sum 1.000 04 n c1 Std Temporary Excavation Support And Protection System
Details
Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 - Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 - Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 - Thermal and Moisture Protection, Expansion Control.
Division 09 - Finishes, High-Performance Coatings.
Division 10 - Specialties, Signage, Traffic Signage.
Division 26 - Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 - Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 - Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Paving Specialties, Pavement Markings, Fences and Gates, Retaining Walls.
Division 33 - Utilities, Storm Drainage Utilities.
Division 34 - Transportation, Roadway Construction, Vehicle Barriers, Vehicle Guide Rails, Bridges.
Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents