Similar Projects
Last Updated | 12/10/2021 04:44 AM |
Project Title | Frtown Br Juniata River Bridge |
Physical Address | View project details and contacts |
City, State (County) | PA (Blair 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 Is For The Replacement Of The Existing Superstructure That Carries t-375 (Monastery Road) Over The Frankstown Branch Of The Juniata River Located 1.5 Miles East Of Newry In Blair County. The Existing Two Span Steel i-Beam Structure Will Be Replaced With a Two Span Composite Steel i-Beam Superstructure On Existing Abutments And Includes Minor Roadway Approach Work And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 7203, Section Jrb, In Blair County, Blair Township. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 51.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 30.000 01 n c1 Class 1b Excavation 0212-0014 Square Yard 271.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0313-0323 Square Yard 254.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0350-0106 Square Yard 443.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0120 Cubic Yard 2.000 01 n c, e Subbase (No. 2a) 0413-0193 Square Yard 620.000 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 22.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-g 0460-0003 Square Yard 986.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 215.000 01 n f4 Asphalt Prime Coat 0491-0014 Square Yard 366.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0008 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 0620-0012 Each 3.000 01 n j Thrie-Beam To Pa Type 10m Bridge Barrier Transition Without Inlet Placement 4620-0012 Each 1.000 01 n Yes j Proj Thrie-Beam To Pa Type 10m Bridge Barrier Transition Without Inlet Placement With Terminal Section 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-1600 Linear Foot 138.000 01 n j Type 31-s Guide Rail 0620-1650 Each 1.000 01 n j Type 31-Strong Post End Treatment 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 0665-0001 Linear Foot 1,148.000 02 n k2 Type a Repointing 0677-0001 Cubic Yard 21.000 01 n c1, e Selected Material Surfacing 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0688-0020 Lump Sum 1.000 03 n x Microcomputer, Type c 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 0804-0004 Pound 7.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 62.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0113 Square Yard 584.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0052 Each 18.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 652.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0020 Each 1.000 01 n c1 Rock Construction Entrance With Wash Rack 0850-0032 Cubic Yard 30.000 01 n c1 Rock, Class r-4 0855-0003 Each 2.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 2.000 01 n m2 Replacement Pumped Water Filter Bag 0867-0012 Linear Foot 486.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0931-0003 Square Foot 6.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0936-0200 Square Foot 36.000 01 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0114 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0945-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 730.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 730.000 01 n o 4" Yellow Waterborne Pavement Markings 1018-0051 Lump Sum 1.000 02 n t1 Std Removal Of Portion Of Existing Bridge 1019-0050 Square Yard 456.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) e 8110-0001 Lump Sum 1.000 02 n Yes s1 Std Bridge Superstructure, As Designed, l-299 a 1002-0053 Pound 31,184.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8100-0001 Lump Sum 1.000 02 n s1 Std Steel Bridge Superstructure 9000-0020 Lump Sum 1.000 01 n c1, h, m2 Std Temporary Channel Diversion 9000-0024 Dollar 10,000.000 $1.00 $10,000.00 01 y e, g Std Repair Of Detour Route |
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Details | Bridge, New Construction.
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |