W Branch of Antietam Ck-A

Replacement Of Two (2) Structures In Franklin County Using Separate, Non-Concurrent Detours As Follows: Minor Roadway Approach Work And Other Miscellaneous Construction Is Included For Each Project As Indicated On The Approved Drawings Included In The Bid Package For The Replacement Of The Existing Single Span Concrete Slab Bridge Over The West Branch Of Antietam Creek With a Proposed Precast Reinforced Concrete Box Culvert On State Route 0997, Section 034, In Franklin County, Quincy Township, From Segment 0230 Offset 0324 To Segment 0230 Offset 0811, For An Overall Project Length Of 335.00 Linear Feet (0.063 Miles), And The Existing Single Span Concrete Slab Bridge Over a Drainage Ditch With a Proposed Precast Reinforced Concrete Box Culvert On State Route 2031, Section 013, In Franklin County, Guilford Township, From Segment 0100 Offset 2593 To Segment 0110 Offset 0330, For An Overall Project Length Of 458.00 Linear Feet (0.087 Miles). 0201-0001lump Sum1.000 01na Clearing And Grubbing 0201-0002lump Sum1.000 02na Clearing And Grubbing 0203-0001cubic Yard732.000 01**Nc Class 1 Excavation 0203-0003cubic Yard27.000 02nc1 Class 1a Excavation 0203-0006linear Foot120.000 01**Ng4 Saw Cutting 0204-0150cubic Yard3.000 01nc1, h, s Class 4 Excavation 0205-0264cubic Yard75.000 02nc1 Selected Borrow Excavation Rock, Class r-4 0212-0001linear Foot275.000 01nc3, h, m2 Geotextile, Class 1 0212-0014square Yard844.000 01**Nc3, h, m2 Geotextile, Class 4, Type a 0313-0426square Yard674.000 01**Ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0313-0437ton33.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0106square Yard1,281.000 01**Nc, e Subbase 6" Depth (No. 2a) 0350-0121ton89.000 01**Nc, e Subbase (No. 2a) 0410-2433ton29.000 02nf Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Fg Mix, Srl-g 0413-0231square Yard1,434.000 01**Nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-g 0413-1024ton5.000 01nf Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6046square Yard732.000 01**Nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 3" Depth 0413-6047ton3.000 01nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0001square Yard2,868.000 01**Nf4 Asphalt Tack Coat 0461-0001square Yard648.000 01**Nf4 Asphalt Prime Coat 0491-0013square Yard162.000 01nf3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0014square Yard541.000 02nf3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 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 0610-7002linear Foot275.000 01nh2 6" Pavement Base Drain 0610-7400cubic Yard3.000 01nh2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022linear Foot61.000 01nh2 6" Subsurface Drain Outlets 0615-0040each4.000 01nh2 Subsurface Drain Outlet Endwall 0619-0459each6.000 01**Nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400each2.000 01nj Terminal Section, Single 0620-0503linear Foot661.000 01**Nc1, j Remove Existing Guide Rail (Contractor's Property) 0620-1600linear Foot376.000 01**Nj Type 31-s Guide Rail 0620-1625linear Foot25.000 02nj Type 31-Sc Guide Rail 0620-1635linear Foot13.000 02nj Type 31-Scc Guide Rail 0620-1645linear Foot25.000 01nj Curved w-Beam Guide Rail At Intersections 0686-0060lump Sum1.000 01nx Construction Surveying, Type d, Modified 0686-0061lump Sum1.000 02nx Construction Surveying, Type d, Modified 0689-0003lump Sum1.000 01nx Cpm Schedule 0690-0001dollar1,000.000$1.00$1,000.0008yx Internal Facilitation 0703-0025cubic Yard51.000 01**Nc1, h No. 57 Coarse Aggregate 0802-0001cubic Yard176.000 01**Nc1, m Topsoil Furnished And Placed 0803-0001cubic Yard38.000 02nc1, m Placing Stockpiled Topsoil 0804-0001pound28.000 01**Nm3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003pound32.000 02nm3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004pound16.000 01**Nm3 Seeding - Formula e, Including Mulch 0804-0005pound11.000 01nm3 Seeding And Soil Supplements - Formula n, Including Mulch 0806-0112square Yard597.000 01nm2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0810-0052each1.000 01na, m1 Selective Tree Removal 0850-0035cubic Yard41.000 01nc1 Rock, Class r-7 0850-0036cubic Yard49.000 02nc1 Rock, Class r-8 0855-0003each3.000 01**Nm2 Pumped Water Filter Bag 0855-0004each3.000 01**Nm2 Replacement Pumped Water Filter Bag 0867-0012linear Foot1,516.000 01**Nm2 Compost Filter Sock, 12" Diameter 0901-0001lump Sum1.000 07nqproj Maintenance And Protection Of Traffic During Construction 0901-0002lump Sum1.000 07nqproj Maintenance And Protection Of Traffic During Construction 0901-0240square Foot400.000 07nq, r Additional Traffic Control Signs 0901-0320linear Foot2,174.000 07no 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330linear Foot2,174.000 07no 4" Standard Pavement Markings, Paint & Beads, White 0935-0001square Foot5.000 01nr Post Mounted Signs, Type f 0941-0001each6.000 01**Nr Reset Post Mounted Signs, Type b 0942-0002each2.000 01nr Reset Post Mounted Signs, Type c 0945-0001each2.000 01**Nr Reset Post Mounted Signs, Type f 0962-1000linear Foot2,174.000 01**No 4" White Waterborne Pavement Markings 0962-1005linear Foot2,174.000 01**No 4" Yellow Waterborne Pavement Markings 0971-0001each1.000 01nr Remove Post Mounted Signs, Type b 0975-0001each1.000 01nr Remove Post Mounted Signs, Type f 1018-0001lump Sum1.000 21nt1proj Removal Of Existing Bridge 1018-0002lump Sum1.000 22nt1proj Removal Of Existing Bridge e8510-0001lump Sum1.000 21nyess4std Precast Concrete Box Culvert, As Designed, s-37527 a1002-0052pound2,292.000 21ns7 Reinforcement Bars, Epoxy Coated a1019-0050square Yard79.000 21nk2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) o8520-0001lump Sum1.000 21ns4std Cast-In-Place Reinforced Concrete Box Culvert e8510-0002lump Sum1.000 22nyess4std Precast Concrete Box Culvert, As Designed, s-37526 a1002-0053pound1,880.000 22ns7 Reinforcement Bars, Epoxy Coated a5019-0050square Yard63.000 22nyesk2proj Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) Sr 2031 o8520-0002lump Sum1.000 22ns4std Cast-In-Place Reinforced Concrete Box Culvert 9000-0001dollar5,000.000$1.00$5,000.0021yc1proj Remediation Of Sinkholes 9000-0002cubic Yard10.000 21nc1proj Overexcavation And Backfill With Aashto No. 8 Coarse Aggregate 9000-0003each4.000 07np, Qproj Temporary Timing Adjustments To Existing Traffic Signal Controller 9000-0004lump Sum1.000 01nm2proj Temporary Stream Diversion 9000-0005linear Foot30.000 01nm2proj Temporary Cofferdam 9000-0006dollar5,000.000$1.00$5,000.0022yc1proj Remediation Of Sinkholes 9000-0007cubic Yard10.000 22nc1proj Overexcavation And Backfill With No.2a Coarse Aggregate 9000-0008lump Sum1.000 02nxproj Utility Coordination During Construction 9000-0009lump Sum1.000 02nj2proj Remove, Relocate And Reinstall Fence 9000-0010lump Sum1.000 01nj2proj Remove, Relocate And Reinstall Fence 9203-1001lump Sum1.000 22nc1, c5std Temporary Excavation And Support System

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.