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Last Updated 04/10/2020 04:02 AM
Project Title

SR 35 Trib to Cocolamus Creek Bridge

Physical Address View project details and contacts
City, State (County) PA   (Juniata 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

The description and location of the project is as follows: For the improvement of certain sections of State Highway in Juniata County, Fayette Township, Commonwealth of Pennsylvania, State Route 0035 Section A10. The project being situated as follows: On State Route 0035 from Segment 0790/Offset 3045 to Segment 0810/Offset 0071 for a total construction length of approximately 1624 feet (.307 miles). For the removal of the existing Reinforce Concrete Slab bridge and construction of its replacement, Precast Concrete Box Culvert. Construction includes Superpave Asphalt Mixture Designs for the base, binder, and wearing courses, drainage improvements, guide rail, pavement markings, and miscellaneous construction as indicated on the approved drawings included in the bid package. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 2,454.000 01** n c Class 1 Excavation 0205-0100 Cubic Yard 40.000 05 n c1 Foreign Borrow Excavation 0205-0281 Cubic Yard 66.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0285 Cubic Yard 110.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0212-0001 Linear Foot 687.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 3,936.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 1,136.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0311-0423 Square Yard 2,626.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0350-0108 Square Yard 2,941.000 01** n c, e Subbase 8" Depth (No. 2a) 0350-0120 Cubic Yard 26.000 01 n c, e Subbase (No. 2a) 0411-0483 Square Yard 2,619.000 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-g 0411-6370 Ton 422.000 05 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0411-6450 Square Yard 909.000 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 0460-0001 Square Yard 6,097.000 01** n f4 Bituminous Tack Coat 0461-0001 Square Yard 86.000 01 n f4 Bituminous Prime Coat 0491-0019 Square Yard 2,279.000 01** n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0608-0001 Lump Sum 1.000 04 n x Mobilization 0609-0004 Lump Sum 1.000 03 n x Inspector`s Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0610-7002 Linear Foot 687.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 58.000 01 n h2 6" Subsurface Drain Outlets 0615-0050 Each 6.000 01 n h2 Subsurface Drain Outlet Endwall (Sloped) 0615-0066 Each 6.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1201 Each 1.000 01 n h Concrete End Sections For 15" Pipe 0619-0459 Each 2.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 4619-0459 Each 1.000 05 n Yes j1, j3 Proj Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) Including Removal 0620-0400 Each 7.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 827.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0900 Each 2.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 525.000 05 n j Type 31-s Guide Rail 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 4620-1625 Linear Foot 50.000 01 n Yes j Std Type 31-Sc Guide Rail With Rubbing Rail And Wood Offset Brackets 0620-1645 Linear Foot 75.000 05 n j Curved w-Beam Guide Rail At Intersections 4620-1660 Each 1.000 05 n Yes j Proj Type 31-Strong Post Anchor Terminal Including Removal 4620-1670 Each 4.000 05 n Yes j Proj Type 31-Strong Post In-Line Anchor Including Removal 0627-3019 Linear Foot 160.000 05 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0677-0001 Cubic Yard 43.000 01** n c1, e Selected Material Surfacing 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 03 y x Internal Facilitation 0696-0610 Each 2.000 05 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0802-0001 Cubic Yard 53.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 23.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 144.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 11.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 52.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0113 Square Yard 439.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0052 Each 2.000 01 n a, m1 Selective Tree Removal 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0850-0031 Cubic Yard 1,011.000 05 n c1 Rock, Class r-3 0850-0033 Cubic Yard 15.000 01 n c1 Rock, Class r-5 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 1.000 01 n m2 Replacement Pumped Water Filter Bag 4856-0001 Each 1.000 01 n Yes c1 Proj Removal Sediment And Rock Barrier Includes Compost 0867-0018 Linear Foot 983.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 05 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 100.000 05 n q Additional Warning Lights, Type b 0901-0232 Day 100.000 05 n q Additional Warning Lights, Type c 0901-0240 Square Foot 100.000 05 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 5,324.000 05 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 3,211.000 05 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0360 Each 81.000 05 n o1, q Temporary Nonplowable Raised Pavement Marker, (Two Way y/y) 0901-0364 Each 162.000 05 n o1, q Temporary Nonplowable Raised Pavement Marker, (One Way w/b) 0901-0451 Each 2.000 05 n q 3-Line Changeable Message Sign Without Telecommunications 0937-0106 Each 32.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0214 Each 5.000 05 n j1, r Barrier Mounted Delineator, Top-Mount Type Wz, (o/o) 0937-0231 Each 5.000 05 n j1, r Barrier Mounted Delineator, Top And Side-Mount Type r, (w/w) 0941-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type b 0962-1000 Linear Foot 1,608.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 2,117.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 647.000 05 n o2, o3 Pavement Marking Removal 0971-0001 Each 4.000 01 n r Remove Post Mounted Signs, Type b 1018-0001 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Bridge e 8510-0001 Lump Sum 1.000 02 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-39043 a 1002-0053 Pound 1,840.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8510-0100 Lump Sum 1.000 02 n s4 Std Precast Concrete Box Culvert o 8520-0001 Lump Sum 1.000 02 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0001 Linear Foot 657.000 01** n g4 Std Sawcutting Of Existing Pavement 9000-0002 Each 3.000 01 n r Std Relocate Mailbox 9000-0003 Linear Foot 204.000 01 n h Proj 48" Temporary Pipe 9000-0004 Linear Foot 55.000 01 n h Proj 15" Temporary Pipe 9000-0005 Lump Sum 1.000 02 n c1 Std Stockpiling And Placement Of Streambed Material At Culvert 9000-0006 Each 1.000 01 n h Proj Temporary Pipe Connection 9000-0007 Lump Sum 1.000 01 n h Proj Temporary Pump And Bypass System 9000-0008 Linear Foot 20.000 01 n c1, m2 Std Temporary Cofferdam 9000-0015 Lump Sum 1.000 01 n c1 Std Stockpiling And Placement Of Streambed Material 9000-0020 Cubic Yard 34.000 02 n c1 Proj Overexcavation And Backfill Beneath Culvert

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, Fences and Gates, Retaining Walls.
Division 33 - Utilities, Culverts.
Division 34 - Transportation, 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