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Last Updated | 02/04/2022 12:14 AM |
Project Title | T-556 Over East Mill Creek |
Physical Address | View project details and contacts |
City, State (County) | PA (Lycoming 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 | Bridge Replacement, Roadway, And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For t-556, Section Lbr, In Lycoming County, Upper Fairfield Township From Approximately 85 Feet North Of The Intersection Of Sr 864 And t-556 To Approximately 1.0 Miles South Of The Intersection Of Sr 2032 And t-556. 0201-0001 Lump Sum 1.000 01 n a Std Clearing And Grubbing 0203-0001 Cubic Yard 87.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 14.000 01 n c1, h Class 2 Excavation 0205-0363 Ton 23.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 21.000 02 n c1 Std Selected Borrow Excavation Rock, Class r-4 4205-0364 Ton 12.000 01 n Yes c1 Std Selected Borrow Excavation Rock, Class r-4 (Includes Excavation) 4205-0367 Ton 169.000 02 n Yes c1 Std Selected Borrow Excavation Rock, Class r-7 (Includes Excavation) 0212-0014 Square Yard 644.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0313-0337 Ton 176.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 225.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 84.000 01 n c, e Subbase (No. 2a) 0413-0205 Ton 35.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0460-0004 Gallon 52.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) e 0601-0400 Linear Foot 69.000 01 n h 18" Thermoplastic Pipe, Group Vi, 15'-2' Fill o 0601-7313 Linear Foot 69.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill o 0601-9363 Linear Foot 69.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0605-2781 Set 1.000 01 n k Type m Frame And Bicycle Safe Grate 0605-2850 Each 1.000 01 n k Standard Inlet Box, Height < /= 10' 0608-0001 Lump Sum 1.000 01 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 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0015 Each 2.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 4620-0015 Each 2.000 01 n Yes j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition (Modified Midspan Tube Assembly) 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-1600 Linear Foot 163.000 01 n j Type 31-s Guide Rail 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 0627-3020 Linear Foot 60.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0677-0002 Ton 18.000 01 n c1, e Selected Material Surfacing 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0688-0002 Lump Sum 1.000 03 n x Microcomputer With Battery Backup System, Type a 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 0802-0001 Cubic Yard 6.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 3.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0004 Pound 7.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 30.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0113 Square Yard 496.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 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 0860-0000 Each 1.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 196.000 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 0931-0001 Square Foot 14.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 6.000 01 n r Post Mounted Signs, Type f 0937-0105 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 2.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 10.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0324 Each 5.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With Yellow Sheeting 0941-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type b 0962-1005 Linear Foot 712.000 01 n o 4" Yellow Waterborne Pavement Markings 4971-0001 Each 8.000 01 n Yes r Proj Remove Post Mounted Signs, Type b (Township Property) 4975-0001 Each 10.000 01 n Yes r Proj Remove Post Mounted Signs, Type f (Township Property) 1001-1140 Cubic Yard 16.000 02 n k Class c Cement Concrete 1018-0050 Lump Sum 1.000 02 n t1 Std Removal Of Portion Of Existing Bridge e 8010-0010 Lump Sum 1.000 02 n Yes s1 Std Prestressed Concrete Spread Box Beam Bridge, As Designed, s-39681 a 1001-0223 Pound 124.000 02 n s7 6x6 Epoxy Coated Steel Wwf w4 x w4 a 1002-0053 Pound 10,823.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1002-0220 Pound 93.000 02 n s7 Stainless Steel Reinforcement Bars a 9000-0305 Each 176.000 02 n s7 Std Adhesive Anchor, No. 5 Bar o 8000-0001 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 02 n s1 Std Steel Bridge Structure 9000-0001 Lump Sum 1.000 02 n c1 Proj Grs-Ibs Substructure 9000-0002 Each 2.000 01 n c1, m Proj Temporary Remove And Reset Existing Mailbox Or Newspaper Box 9000-0003 Lump Sum 1.000 01 n x Proj Rinse Water Collection System For Grouted Rock 9000-0004 Lump Sum 1.000 01 n c1, m Std Diversion Dike System 9203-0101 Lump Sum 1.000 02 n c1, u Std Temporary Excavation Support And Protection System |
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Details | Bridge, New Construction.
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |