Last Updated 09/18/2020 02:51 AM
Project Title

Sandy Run Bridge

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

This project is for the replacement of the existing Single Span Steel I-Beam Bridge on (Township Road 134) over Sandy Run, located in Broad Top Township, Bedford County. The existing bridge will be replaced with a Precast Reinforced Concrete Arch Culvert and will be located approximately 400 feet downstream of the existing structure. Roadway work will consist of a new tie in to SR 0915 and approximately 500 feet of new roadway. In addition, Dell Road (Township Road 702) will be slightly realigned to better tie in to the proposed Longs Run Road as indicated on the approved drawings included in the bid package for State Route 1034, Section 01b, In Bedford County Broadtop Township at the locations indicated in the bid package. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 1,821.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 55.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 438.000 01 n c1, h Class 2 Excavation 0205-0100 Cubic Yard 1,600.000 01 n c1 Foreign Borrow Excavation 4205-0267 Cubic Yard 150.000 01 n Yes c1 Std Selected Borrow Excavation Rock, Class r-7 Choked With r-4 4205-0281 Cubic Yard 400.000 01 n Yes c1 Proj Selected Borrow Excavation, Coarse Aggregate, No. 1 Choked With No. 2a Coarse Aggregate 0212-0014 Square Yard 2,675.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 600.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0313-0321 Square Yard 1,924.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 3 1/2" Depth 0313-0322 Square Yard 717.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0350-0106 Square Yard 2,560.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0110 Square Yard 441.000 01 n c, e Subbase 10" Depth (No. 2a) 0413-0193 Square Yard 2,727.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-2057 Ton 26.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-g 0413-6035 Square Yard 1,924.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0003 Square Yard 4,646.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 413.000 01 n f4 Asphalt Prime Coat 0491-0013 Square Yard 253.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor e 0601-0353 Linear Foot 48.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill a 0616-0009 Each 1.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe o 0601-7313 Linear Foot 48.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill a 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe o 0601-9653 Linear Foot 48.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, Polymer Coated, (2 2/3" x 1/2" Corrugations), 16 Gage a 0616-0009 Each 1.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe e 0601-7313 Linear Foot 44.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-9653 Linear Foot 44.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, Polymer Coated, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-7313 Linear Foot 116.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill a 0616-1202 Each 3.000 01 n h Concrete End Sections For 18" Pipe o 0601-9653 Linear Foot 116.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, Polymer Coated, (2 2/3" x 1/2" Corrugations), 16 Gage a 0616-0009 Each 3.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe 0605-2730 Set 1.000 01 n k Type m Concrete Top Unit And Grate 0605-2850 Each 1.000 01 n k Standard Inlet Box, Height < /= 10` 0606-0150 Set 1.000 01 n c1, k Grade Adjustment Of Existing Manholes 0608-0001 Lump Sum 1.000 01 n x 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 4610-7002 Linear Foot 575.000 01 n Yes h2 Std 6" Pavement Base Drain Excluding Geotextile 0610-7400 Cubic Yard 2.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022 Linear Foot 80.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 6.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 6.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0450 Each 2.000 01 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Flared (Mash) 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 938.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 813.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 75.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 25.000 01 n j Type 31-Scc Guide Rail 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 0627-3019 Linear Foot 360.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0628-3019 Linear Foot 432.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 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 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 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 0703-0020 Cubic Yard 97.000 01 n c1, h No. 1 Coarse Aggregate 0802-0001 Cubic Yard 519.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 75.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 79.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 27.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 88.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0113 Square Yard 1,828.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0121 Square Yard 345.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0806-0140 Square Yard 195.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 4808-0100 Each 17.000 01 n Yes m Proj Tree Alternate Dogwood (4` Ht. Container) 4808-0101 Each 34.000 01 n Yes m Proj Tree Black Willow (4` Ht. Container) 4808-0140 Each 65.000 01 n Yes m Proj Live Stakes Red-Osier Dogwood (3` Ht.) 4808-0141 Each 65.000 01 n Yes m Proj Live Stakes Gray Dogwood (3` Ht.) 0810-0026 Linear Foot 450.000 01 n m1 Tree Trimming To a Max Height Of 20` 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 5.000 01 n c1 Rock Construction Entrance 0850-0024 Square Yard 12.000 01 n c1 Rock, Class r-6 0851-0003 Square Yard 11.000 01 n c1 Rock Apron 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 0867-0012 Linear Foot 620.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0022 Linear Foot 306.000 01 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0231 Day 100.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 100.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 300.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 2,601.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 4,400.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 2.000 01 n q 3-Line Changeable Message Sign Without Telecommunications 0901-0702 Each 1.000 01 n p, q Temporary Traffic Signals (Portable Only) 0931-0003 Square Foot 181.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 20.000 01 n r Post Mounted Signs, Type f 0937-0106 Each 12.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0334 Each 5.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0937-0339 Each 5.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 4,000.000 01 n o 4" White Waterborne Pavement Markings 0962-1004 Linear Foot 21.000 01 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 5,500.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 42.000 01 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 3,340.000 01 n o2, o3 4" Pavement Marking Removal 0975-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type f 5001-1140 Cubic Yard 42.000 02 n Yes k Proj Class c Cement Concrete Overexcavation 1018-0001 Lump Sum 1.000 01 n t1 Std Removal Of Existing Bridge e 8550-0001 Lump Sum 1.000 02 n Yes s4 Std Precast Reinforced Concrete Arch Culvert, As Designed, l-130 a 1002-0053 Pound 15,440.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8550-0002 Lump Sum 1.000 02 n s4 Std Precast Reinforced Concrete Arch Culvert o 8430-0001 Lump Sum 1.000 02 n s4 Std Cast-In-Place Reinforced Concrete Arch Culvert 9000-0001 Lump Sum 1.000 01 n c1, h, m2 Proj Diversion Dike System 9000-0002 Cubic Yard 42.000 02 n c1 Proj Overexcavation Under Foundations 9000-0003 Lump Sum 1.000 01 n c1, h, m2 Proj Temporary Water Diversion Device For Existing Structure 9000-0004 Lump Sum 1.000 01 n c1, h, m2 Proj Temporary Water Diversion Device For Proposed Structure 9000-0032 Dollar 2,500.000 $1.00 $2,500.00 01 y m1 Std Unforseen Tree Removal 9203-0101 Lump Sum 1.000 02 n c1, s5 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, Fences and Gates, Retaining Walls.
Division 34 - Transportation, Bridges.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
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