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Last Updated | 01/17/2020 04:30 AM |
Project Title | Seven Valleys Road Bridge-C |
Physical Address | View project details and contacts |
City, State (County) | PA (York 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 | This Project Consists Of a Bridge Replacement With a Precast Concrete Box Culvert, Approach Roadway Work, And Other Miscellaneous Construction, All As Indicated On The Approved Drawings Included In The Bid Package For State Route 0616, Section 009, In York County, North Codorus Township, From Segment 0200 Offset 0277 To Segment 0190 Offset 2733, For An Overall Project Length Of 425.00 Linear Feet (0.080 Mile). 0201-0001lump Sum1.000 01na Clearing And Grubbing 0203-0001cubic Yard504.000 01nc Class 1 Excavation 0204-0001cubic Yard39.000 01nc1, h Class 2 Excavation 0204-0100cubic Yard10.000 20nc1, s1, t1 Class 3 Excavation 0204-0150cubic Yard90.000 01nc1, h, s Class 4 Excavation 4205-0266cubic Yard70.000 01nyesc1proj Selected Borrow Excavation Rock, Class r-6 Voids Filled With Concrete And Choked With Natural Streambed Material 0212-0014square Yard74.000 01nc3, h, m2 Geotextile, Class 4, Type a 0311-0434square Yard710.000 01ne Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 10 " Depth 0311-0437ton41.000 01ne Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0106square Yard1,186.000 01nc, e Subbase 6" Depth (No. 2a) 0411-0454square Yard1,293.000 01nf Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-m 0411-6460square Yard779.000 01nf Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 3" Depth 0460-0001square Yard2,072.000 01nf4 Bituminous Tack Coat 0461-0002gallon240.000 01nf4 Bituminous Prime Coat 0491-0019square Yard514.000 01nf3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor e0601-7716linear Foot54.000 01nh 24" Reinforced Concrete Pipe, Type b, 7` - 3` Fill, Shore/Trench Box a0616-1204each2.000 01nh Concrete End Sections For 24" Pipe o0601-0455linear Foot54.000 01nh 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill, Shore/Trench Box a0616-1254each2.000 01nh Thermoplastic End Section For 24" Pipe 0608-0001lump Sum1.000 06nx Mobilization 0609-0007lump Sum1.000 08nx Inspector`s Field Office And Inspection Facilities, Type b 0609-0009lump Sum1.000 08nxstd Equipment Package 0619-0459each3.000 01nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400each1.000 01nj Terminal Section, Single 0620-0503linear Foot756.000 01nc1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600linear Foot513.000 01nj Type 31-s Guide Rail 0620-1625linear Foot50.000 01nj Type 31-Sc Guide Rail 4620-1625linear Foot50.000 01nyesjproj Type 31-Sc Guide Rail With Rubbing Rail And Wood Offset Brackets 0620-1645linear Foot13.000 01nj Curved w-Beam Guide Rail At Intersections 0620-1670each1.000 01nj Type 31-Strong Post In-Line Anchor 0660-0022linear Foot365.000 01nf3 Milled Centerline Rumble Strips Type 2 0686-0050lump Sum1.000 01nx Construction Surveying, Type d 0689-0003lump Sum1.000 01nx Cpm Schedule 0690-0001dollar1,000.000$1.00$1,000.0008yx Internal Facilitation 0703-0022cubic Yard10.000 20nc1, h No. 8 Coarse Aggregate 0802-0001cubic Yard126.000 01nc1, m Topsoil Furnished And Placed 0804-0003pound55.000 01nm3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004pound20.000 01nm3 Seeding - Formula e, Including Mulch 0804-0005pound30.000 01nm3 Seeding And Soil Supplements - Formula n, Including Mulch 0804-0007pound5.000 01nm3 Seeding And Soil Supplements - Formula w, Including Mulch 0806-0113square Yard1,069.000 01nm2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0052each3.000 01na, m1 Selective Tree Removal 0811-0003linear Foot55.000 01nj2, m Temporary Protective Fence 0845-0001dollar5,000.000$1.00$5,000.0001ym2 Unforeseen Water Pollution Control 0850-0032cubic Yard31.000 01nc1 Rock, Class r-4 0855-0003each1.000 01nm2 Pumped Water Filter Bag 0855-0004each1.000 01nm2 Replacement Pumped Water Filter Bag 0867-0012linear Foot654.000 01nm2 Compost Filter Sock, 12" Diameter 0901-0001lump Sum1.000 07nqproj Maintenance And Protection Of Traffic During Construction 0901-0240square Foot100.000 07nq, r Additional Traffic Control Signs 0901-0320linear Foot3,508.000 07no 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330linear Foot3,508.000 07no 4" Standard Pavement Markings, Paint & Beads, White 0931-0001square Foot18.000 01**Nr Post Mounted Signs, Type b 0935-0001square Foot12.000 01**Nr Post Mounted Signs, Type f 0937-0339each2.000 01nr Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001each2.000 01nr Reset Post Mounted Signs, Type b 0945-0001each1.000 01nr Reset Post Mounted Signs, Type f 0960-0021linear Foot25.000 01no2 24" White Hot Thermoplastic Pavement Markings 0962-1000linear Foot3,508.000 01no 4" White Waterborne Pavement Markings 0962-1005linear Foot3,508.000 01no 4" Yellow Waterborne Pavement Markings 1018-0001lump Sum1.000 20nt1proj Removal Of Existing Bridge e8510-0001lump Sum1.000 20nyess1std Precast Concrete Box Culvert, As Designed, s-37645 a1002-0053pound433.000 20ns7 Reinforcement Bars, Epoxy Coated o8510-0002lump Sum1.000 20ns1std Alternate Precast Concrete Box Culvert 9000-0001linear Foot720.000 01ng4proj Sawcut Existing Pavement Full Depth 9000-0002each1.000 01nm2proj Sump Pit 9000-0003lump Sum1.000 01nm2proj Temporary Stream Diversion 9000-0004each4.000 01nc1proj Remove Existing Concrete Anchorage 9000-0005cubic Yard11.000 01nxproj Natural Streambed Material 9000-0006each2.000 01nm2proj Rock Barrier Records 1 To 70 Of 70go To First Page - 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