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Last Updated | 12/17/2021 04:16 AM |
Project Title | Trib Honey Creek Box |
Physical Address | View project details and contacts |
City, State (County) | PA (Mifflin 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 | $200,000 to $499,999 |
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: This Work Is The Furnishing And Placement Of An 8.0' x 3'-6" Precast Reinforced Concrete Box Culvert And Inlet And Outlet Sections Over Unnamed Tributary To Honey Creek At a Department Prepared Site, Construction Of Approach And Roadway Consisting Of Superpave Asphalt Mixture Designs For The Base, Binder And Wearing Courses And Furnishing And Placement Of Guide Rail, And Miscellaneous Construction All Within a Length Of Approximately 275 Linear Feet (0.05 Miles) As Indicated On The Approved Drawings Included In The Bid Package For State Route 1002 Section a04, In Mifflin County, Armagh Township. On Sr 1002 From Segment 0130/Offset 1646 To Segment 0130/Offset 2021. 0203-0001cubic Yard205.000 01nc Class 1 Excavation 0203-0006linear Foot89.000 01ng4 Saw Cutting 0212-0014square Yard639.000 01nc3, h, m2 Geotextile, Class 4, Type a 0313-0337ton170.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0121ton128.000 01nc, e Subbase (No. 2a) 0413-0205ton63.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6037ton105.000 01nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0001square Yard1,374.000 01nf4 Asphalt Tack Coat 0608-0001lump Sum1.000 03nx Mobilization 0620-0400each2.000 01nj Terminal Section, Single 0620-0595linear Foot16.000 02nj Structure Mounted Guide Rail 0620-1600linear Foot163.000 01nj Type 31-s Guide Rail 0620-1625linear Foot50.000 01nj Type 31-Sc Guide Rail 4620-1625linear Foot50.000 01nyesjstd Type 31-Sc Guide Rail With Rubbing Rail And Wood Offset Brackets 0620-1650each2.000 01nj Type 31-Strong Post End Treatment 0620-1670each1.000 01nj Type 31-Strong Post In-Line Anchor 0689-0001lump Sum1.000 01nx Narrative Schedule 0690-0001dollar1,000.000$1.00$1,000.0001yx Internal Facilitation 0901-0001lump Sum1.000 04nq Maintenance And Protection Of Traffic During Construction 0901-0240square Foot100.000 04nq, r Additional Traffic Control Signs 0937-0104each4.000 01nj, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106each6.000 01nj, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0339each2.000 01nr Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0937-0340each2.000 01nr Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Yellow/Blank Sheeting 0962-1000linear Foot282.000 01no 4" White Waterborne Pavement Markings 0962-1005linear Foot230.000 01no 4" Yellow Waterborne Pavement Markings 9000-0215linear Foot51.000 02ns4proj 8`-0" x 3`-6" Precast Reinforced Concrete Box Culvert Segments 9000-0216each1.000 02ns4proj Precast Reinforced Concrete Box Culvert Outlet Section 9000-0217each1.000 02ns4proj Precast Reinforced Concrete Box Culvert Inlet Section |
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