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Last Updated 10/02/2020 07:52 AM
Project Title

SR 487 Over Tributary to Fishing Creek

Physical Address View project details and contacts
City, State (County) PA   (Columbia County)
Category(s) Heavy and Highway
Sub-Category(s) Shoreline/Erosion/Drainage
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

Replace existing drain structure with a precast reinforced concrete box culvert and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 487, Section 096, In Columbia County, Orange Township from approximately 0.2 miles west of the intersection of Lodge Road(T-586) and SR 487 at segment 0470 offset 0248 to approximately 0.3 east of the intersection Savage Hill Rd (T-810) and SR 487 at segment 0460 offset 2638. 0201-0001 Lump Sum 1.000 01 n a Std Clearing And Grubbing 0203-0001 Cubic Yard 1,322.000 01** n c Class 1 Excavation 0204-0001 Cubic Yard 213.000 01 n c1, h Class 2 Excavation 0205-0100 Cubic Yard 213.000 01 n c1 Foreign Borrow Excavation 0205-0363 Ton 26.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-3 0205-0365 Ton 63.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-5 0205-0368 Ton 421.000 01** n c1 Std Selected Borrow Excavation Rock, Class r-8 0212-0001 Linear Foot 96.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 2,425.000 01** n c3, h, m2 Geotextile, Class 4, Type a 4220-0020 Cubic Yard 44.000 01 n Req k1 Proj Flowable Backfill, Type c 0313-0337 Ton 220.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0316-0337 Ton 40.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 1,709.000 01 n c, e Subbase 6" Depth (No. 2a) 0413-0256 Ton 177.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0413-1024 Ton 90.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6047 Ton 138.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0004 Gallon 336.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 222.000 01 n f4 Asphalt Prime Coat 0491-0021 Square Yard 1,032.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 0601-9753 Linear Foot 60.000 01 n h 60" Corrugated Galvanized Steel Pipe, Type i, Polymer Coated, (2 2/3" x 1/2" Corrugations), 10 Gage 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0610-7002 Linear Foot 96.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 36.000 01 n h2 6" Subsurface Drain Outlets 0615-0066 Each 2.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 2.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0500 Linear Foot 103.000 01 n j Reset Guide Rail 0620-0503 Linear Foot 443.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 415.000 01 n j Type 31-s Guide Rail 0620-1645 Linear Foot 32.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 2.000 01 n j Type 31-Strong Post In-Line Anchor 0627-3020 Linear Foot 261.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020 Linear Foot 453.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0677-0002 Ton 5.000 01 n c1, e Selected Material Surfacing 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 01 y x Internal Facilitation 0696-0610 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 4.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0802-0001 Cubic Yard 21.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 20.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0004 Pound 6.000 01 n m3 Seeding - Formula e, Including Mulch 0806-0113 Square Yard 270.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0811-0003 Linear Foot 126.000 01 n j2, m Temporary Protective Fence 0849-0010 Each 1.000 01 n c1 Rock Construction Entrance 0849-0011 Each 1.000 01 n c1 Rock Construction Entrance 0855-0003 Each 3.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 3.000 01 n m2 Replacement Pumped Water Filter Bag 0867-0018 Linear Foot 382.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0330 Linear Foot 1,071.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 626.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 24.000 01 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0460 Each 2.000 01 n q Full-Matrix Changeable Message Sign With Telecommunications 4901-0702 Each 1.000 01 n Yes p, q Proj Temporary Traffic Signals (Portable Only) (Complete System) 4901-0712 Each 2.000 01 n Yes p, q Proj Temporary Traffic Control Signal Reset (Portable Only) (Complete System) 0937-0123 Each 12.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/w) 0937-0124 Each 12.000 01 n j, r Guide Rail Mounted Delineator Type d, (y/w) 0963-0001 Square Foot 193.000 01 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 744.000 01 n o2, o3 4" Pavement Marking Removal 1001-1140 Cubic Yard 7.000 01 n k Class c Cement Concrete 1018-0001 Lump Sum 1.000 01 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-38964 a 4204-0100 Cubic Yard 10.000 02 n Yes c1, s1, t1 Proj Class 3 Excavation (Including Over-Excavation And Backfill) a 1001-0223 Pound 127.000 02 n s7 6x6 Epoxy Coated Steel Wwf w4 x w4 a 1001-0227 Pound 35.000 02 n s7 4x4 Epoxy Coated Steel Wwf w4 x w4 a 1002-0001 Pound 67.000 02 n s7 Reinforcement Bars a 1002-0053 Pound 2,471.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1019-0050 Square Yard 8.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) o 8520-0001 Lump Sum 1.000 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0005 Lump Sum 1.000 02 n c1, h, m Std Diversion Dike System 9000-0500 Lump Sum 1.000 02 n c1, s5 Proj Temporary Support And Protection System 9203-0101 Lump Sum 1.000 02 n c1, s5, u Std Temporary Excavation Support And Protection System

Details

Division 31 - Earthwork, Erosion and Sedimentation Controls.
Division 33 - Utilities, Storm Drainage Utilities, Culverts, Ponds and Reservoirs.
Division 35 - Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents