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Last Updated | 03/19/2021 07:20 AM |
Project Title | SR187 Ov Trib Wappasening Cr |
Physical Address | View project details and contacts |
City, State (County) | PA (Bradford 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 | $1,000,000 to $2,499,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The description and location of the project are as follows: For Resurfacing and Bridge Replacement including excavation, selected borrow excavation rock, superpave asphalt mixture design base, binder, scratch, and wearing courses, subbase, milling, pavement base drain, guide rail, rumble strips, selected material surfacing, coarse aggregate, trees, signs, pavement markings, temporary traffic signals, reinforcement bars, removal of existing bridge, removal of portion of existing bridge, construction of a single span prestressed composite spread box beam bridge or an approved equal over a tributary to Wappasening Creek, construction of 15’-0” X 9’-0” precast reinforced concrete box culvert or an approved equal over an unnamed tributary to the Sugar Creek, 36" temporary pipe, diversion dike system, temporary excavation support and protection system, and other related work within an overall length of 2,420.00 linear feet (0.45 miles) all as indicated on the approved drawings included in the bid package for State Route 187, Section 068 From Approximately 1.70 Miles Northwest Of The Intersection With State Route 1049 And Approximately 0.18 Miles Southeast Of The Intersection With New York State Route 282/New York State Line In Windham Township, Bradford County And Within An Overall Length Of 525.00 Linear Feet (0.09 Miles) All As Indicated On The Approved Drawings Included In The Bid Package For State Route 187, Section 069 From Approximately 1.31 Miles Northwest Of The Intersection With State Route 4002 And Approximately1.15 Miles Southeast Of The Intersection With State Route 2003 In Wilmont Township, Bradford County. 0201-0001lump Sum1.000 01nastd Clearing And Grubbing 0201-0002lump Sum1.000 11nastd Clearing And Grubbing 0203-0001cubic Yard3,167.000 01**Nc Class 1 Excavation 0203-0006linear Foot710.000 01ng4 Saw Cutting 0204-0001cubic Yard866.000 11nc1, h Class 2 Excavation 4205-0363ton128.000 11nyesc1std Selected Borrow Excavation Rock, Class r-3 (Includes Excavation) 0205-0364ton3.000 01nc1std Selected Borrow Excavation Rock, Class r-4 4205-0364ton110.000 11**Nyesc1std Selected Borrow Excavation Rock, Class r-4 (Includes Excavation) 4205-0365ton80.000 11nyesc1std Selected Borrow Excavation Rock, Class r-5 (Includes Excavation) 4205-0368ton114.000 12nyesc1std Selected Borrow Excavation Rock, Class r-8 (Choked With Streambed Material) (Includes Excavation) 0212-0001linear Foot324.000 01nc3, h, m2 Geotextile, Class 1 0212-0014square Yard3,269.000 01**Nc3, h, m2 Geotextile, Class 4, Type a 0313-0325square Yard1,148.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 5 1/2" Depth 0313-0337ton491.000 01**Ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106square Yard2,577.000 01**Nc, e Subbase 6" Depth (No. 2a) 0350-0121ton342.000 01**Nc, e Subbase (No. 2a) 0413-0205ton68.000 11nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-0246square Yard2,246.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-1024ton78.000 01nf Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6037ton112.000 11nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0413-6045square Yard1,148.000 01nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0004gallon515.000 01**Nf4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002gallon758.000 01**Nf4 Asphalt Prime Coat 0491-0021square Yard1,098.000 01nf3 Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 0608-0001lump Sum1.000 01nx Mobilization 4608-0001lump Sum1.000 11nyesxproj Mobilization (Sr 187 Section 069) 0609-0004lump Sum1.000 03**Nx Inspector`s Field Office And Inspection Facilities, Type c 0609-0009lump Sum1.000 03**Nxstd Equipment Package 0610-7002linear Foot264.000 01nh2 6" Pavement Base Drain 0615-0022linear Foot60.000 01nh2 6" Subsurface Drain Outlets 0615-0066each2.000 01nc1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459each6.000 01**Nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010each4.000 01nj Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400each2.000 01**Nj Terminal Section, Single 0620-0500linear Foot163.000 01nj Reset Guide Rail 0620-0503linear Foot879.000 01nc1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600linear Foot713.000 01**Nj Type 31-s Guide Rail 0620-1625linear Foot100.000 01**Nj Type 31-Sc Guide Rail 4620-1625linear Foot50.000 11nyesjstd Type 31-Sc Guide Rail With Rubbing Rail And Wood Offset Brackets 0620-1645linear Foot13.000 11nj Curved w-Beam Guide Rail At Intersections 0620-1670each2.000 01**Nj Type 31-Strong Post In-Line Anchor 0627-3020linear Foot550.000 01nj1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020linear Foot383.000 01nj1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0630-0001linear Foot9.000 01nk Plain Cement Concrete Curb 0660-0021linear Foot684.000 01nf3 Milled Centerline Rumble Strips Type 1 0677-0002ton18.000 01nc1, e Selected Material Surfacing 0686-0050lump Sum1.000 01nx Construction Surveying, Type d 0686-0051lump Sum1.000 11nx Construction Surveying, Type d 0689-0003lump Sum1.000 01**Nx Cpm Schedule 0690-0001dollar1,000.000$1.00$1,000.0001**Yx Internal Facilitation 0696-0580each2.000 01nj1 Temporary Impact Attenuating Device, Type Iv, Test Level 3 0697-0580each2.000 01nj1 Reset Temporary Impact Attenuating Device, Type Iv, Test Level 3 0703-0025cubic Yard229.000 11nc1, h No. 57 Coarse Aggregate 0802-0001cubic Yard458.000 11nc1, m Topsoil Furnished And Placed 0804-0001pound136.000 11nm3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003pound74.000 01**Nm3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004pound25.000 01**Nm3 Seeding - Formula e, Including Mulch 0806-0113square Yard2,246.000 11nm2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0130square Yard419.000 11nm2 Temporary Long-Term, Rolled Erosion Control Product, Type 4 4808-0100each10.000 11nyesmproj Tree (Silver Maple - (2" Cal. b&b)) 4808-0101each12.000 11nyesmproj Tree (White Oak - (2" Cal. b&b)) 4808-0102each3.000 11nyesmproj Tree (Shagbark Hickory - (2" Cal. b&b)) 0808-3073each11.000 11nm Red Maple - (2" Cal. b&b) 0808-3303each4.000 11nm Red Oak - (2" Cal. b&b) 0855-0003each2.000 01**Nm2 Pumped Water Filter Bag 0855-0004each2.000 01**Nm2 Replacement Pumped Water Filter Bag 0867-0012linear Foot1,921.000 01**Nm2 Compost Filter Sock, 12" Diameter 0901-0001lump Sum1.000 01nqstd Maintenance And Protection Of Traffic During Construction 0901-0002lump Sum1.000 11nqstd Maintenance And Protection Of Traffic During Construction 0901-0330linear Foot2,325.000 01no 4" Standard Pavement Markings, Paint & Beads, White 0901-0331linear Foot730.000 01no 6" Standard Pavement Markings, Paint & Beads, White 0901-0334linear Foot22.000 01no 24" Standard Pavement Markings, Paint & Beads, White 0901-0450each2.000 01nq 3-Line Changeable Message Sign With Telecommunications 4901-0702each1.000 01nyesp, Qproj Temporary Traffic Signals (Portable Only) (Complete System) 4901-0712each1.000 01nyesp, Qproj Temporary Traffic Control Signal Reset (Portable Only) (Complete System) 0937-0105each8.000 11nj, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107each17.000 01**Nj, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114each25.000 01**Nj, r Guide Rail Mounted Delineator Type d, (w/w) 0962-1000linear Foot1,550.000 01no 4" White Waterborne Pavement Markings 0962-1005linear Foot2,102.000 01**No 4" Yellow Waterborne Pavement Markings 0963-0001square Foot44.000 01no2, o3 Pavement Marking Removal 0963-0004linear Foot4,088.000 01no2, o3 4" Pavement Marking Removal 0971-0001each4.000 11nr Remove Post Mounted Signs, Type b 1018-0001lump Sum1.000 12nt1std Removal Of Existing Bridge 1018-0050lump Sum1.000 02nt1std Removal Of Portion Of Existing Bridge e8010-0010lump Sum1.000 02nyess1std Bridge Structure, As Designed,s-31106 a0205-0364ton7.000 02nc1std Selected Borrow Excavation Rock, Class r-4 a0205-0368ton547.000 02nc1std Selected Borrow Excavation Rock, Class r-8 a0212-0014square Yard348.000 02nc3, h, m2 Geotextile, Class 4, Type a a1002-0053pound46,983.000 12ns7 Reinforcement Bars, Epoxy Coated a1005-1480each4.000 02nx Dynamic Pile Load Test a1005-1825linear Foot709.000 02nu Steel Hp12x74 Production Pile a1005-2025each8.000 02nu Steel Hp12x74 Pile Tip Reinforcement (Heavy Duty) a9000-0304each220.000 02ns2std Adhesive Anchor, No. 4 Bar o8100-0010lump Sum1.000 02ns1std Steel Bridge Structure o8000-0010lump Sum1.000 02ns1std Prestressed Concrete Bridge Structure e8510-0001lump Sum1.000 12nyess4std Precast Concrete Box Culvert, As Designed, s-38837 a1002-0053pound691.000 12ns7 Reinforcement Bars, Epoxy Coated o8510-0002lump Sum1.000 12ns4std Precast Concrete Box Culvert o8520-0001lump Sum1.000 12ns4std Cast-In-Place Reinforced Concrete Box Culvert 9000-0001lump Sum1.000 01nc1std Diversion Dike System 9000-0003linear Foot116.000 11nhproj 36" Temporary Pipe 9000-0005lump Sum1.000 11nc1std Diversion Dike System 9000-0006dollar10,000.000$1.00$10,000.0011ye, Fproj Repair Of Local Roads 9000-3019each2.000 04**Nxstd Covid-19 Safety Plan Sign 9203-0101lump Sum1.000 02nc1, s5std Temporary Excavation Support And Protection System |
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Details | Bridge, New Construction.
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