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Last Updated 09/17/2021 12:44 AM
Project Title

SR 26/45 Shingletown Intersection

Physical Address View project details and contacts
City, State (County) PA   (Centre County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $2,500,000 to $4,999,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

 Improvement Of a Certain Section Of State Highway In Centre County, Ferguson Township, Commonwealth Of Pennsylvania, State Route 26, Section n37. The Project Being Situated As Follows: On State Route 26 At The Intersection With State Route 45 Approximately 1.3 Miles North Of The Village Of Pine Grove Mills. For The Improvements To The Sr 0026 - Sr 0045 Intersection. This Project Will Include Construction Of Turning Lanes, Widening, And Roadway Realignment Using Superpave Asphalt Mixture Designs For The Base, Binder, And Wearing Courses, Drainage, Pavement Base Drain, Guide Rail And Permanent Traffic Signals. The Project Will Also Include The Removal Of The Existing Reinforced Concrete t-Beam Bridge And Construction Of Its Replacement Single Span Prestressed Spread Box Beam Bridge And Miscellaneous Construction For a Total Construction Length Of Approximately 2,860 Feet (0.54 Miles) As Indicated On The Approved Drawings. 0201-0001lump Sum1.000 01na Clearing And Grubbing 0203-0001cubic Yard21,576.000 01**Nc Class 1 Excavation 0203-0006linear Foot3,155.000 01ng4 Saw Cutting 0204-0001cubic Yard547.000 01**Nc1, h Class 2 Excavation 0204-0150cubic Yard7.000 01nc1, h, s Class 4 Excavation 0205-0100cubic Yard11,972.000 01**Nc1 Foreign Borrow Excavation 4205-0200cubic Yard4,970.000 01nyesc1proj Selected Borrow Excavation (206 Rock) 0205-0263cubic Yard611.000 06nc1 Selected Borrow Excavation Rock, Class r-3 0205-0266cubic Yard128.000 06nc1 Selected Borrow Excavation Rock, Class r-6 4205-0267cubic Yard414.000 01nyesc1proj Selected Borrow Excavation Rock, Class r-7 Chocked With r-3 0212-0001linear Foot2,035.000 01nc3, h, m2 Geotextile, Class 1 0212-0014square Yard16,045.000 01**Nc3, h, m2 Geotextile, Class 4, Type a 0212-0016square Yard12,080.000 01nc3, h, m2 Geotextile, Class 4, Type c 0213-0002dollar1,000.000$1.00$1,000.0001yz Temporary Project Air Pollution Control 0313-0323square Yard469.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0313-0424square Yard4,076.000 06ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 5" Depth 0313-0426square Yard2,859.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0313-0437ton287.000 06ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0316-0431square Yard38.000 01ne, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 8 1/2" Depth 4350-0106square Yard17,223.000 01**Nyesc, Eproj Subbase 6" Depth (No. 2a) Type a Limestone 4350-0120cubic Yard151.000 01nyesc, Eproj Subbase (No. 2a) Type a Limestone 0413-0195square Yard469.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0413-0245square Yard5,663.000 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-h 0413-2071ton451.000 01nf Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-2074ton458.000 06nf Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6045square Yard2,859.000 01nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-7009ton41.000 01nf Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0003square Yard18,418.000 01**Nf4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001square Yard4,312.000 01nf4 Asphalt Prime Coat 0491-0019square Yard988.000 01**Nf3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0501-0030square Yard6,115.000 01ng Plain Cement Concrete Pavement, 9" Depth 0505-0001square Yard264.000 01ng, g1 Bridge Approach Slab e0601-0353linear Foot110.000 01nh 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill o0601-7313linear Foot110.000 01nh 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill e0601-0551linear Foot68.000 01nh 24" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life o0601-7028linear Foot68.000 01nh 24" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life 0601-5430cubic Yard1.000 01nh, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-7014linear Foot20.000 01nh 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life e0604-4014linear Foot770.000 01nh 18" Perforated Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o0604-7313linear Foot770.000 01nh 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15` - 1.5` Fill 0605-2399each1.000 01nk Spring Box Type a 0605-2654each1.000 01nk Type d-e Endwall For 24" Pipe 0605-2741set5.000 01nk Type s Concrete Top Unit And Bicycle Safe Grate 0605-2850each5.000 01nk Standard Inlet Box, Height < /= 10` 4607-0200vertical Foot16.000 06nyeskproj Rebuilt Manhole (Temporary) 0608-0001lump Sum1.000 05nx Mobilization 0609-0007lump Sum1.000 04nx Inspector`s Field Office And Inspection Facilities, Type b 0609-0009lump Sum1.000 04nxstd Equipment Package 0610-0001linear Foot1,010.000 01nh2 4" Pipe Underdrain, Type i Backfill 0610-7002linear Foot2,035.000 01nh2 6" Pavement Base Drain 0610-7400cubic Yard7.000 01nh2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022linear Foot95.000 01nh2 6" Subsurface Drain Outlets 0615-0066each4.000 01nc1, h2, r 66" Red Subsurface Drain Outlet Marker e0616-1252each2.000 01nh Thermoplastic End Section For 18" Pipe o0616-1202each2.000 01nh Concrete End Sections For 18" Pipe 0619-0459each2.000 01nj1, 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 0620-0400each4.000 01nj Terminal Section, Single 0620-0402each1.000 06nj Terminal Section, Bridge Connection 0620-0500linear Foot25.000 06nj Reset Guide Rail 0620-0503linear Foot2,410.000 01**Nc1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600linear Foot1,963.000 01nj Type 31-s Guide Rail 0620-1625linear Foot50.000 01nj Type 31-Sc Guide Rail 0620-1645linear Foot82.000 01nj Curved w-Beam Guide Rail At Intersections 0620-1670each6.000 01nj Type 31-Strong Post In-Line Anchor 0627-3091linear Foot1,908.000 06nj1 Temporary Barrier, Concrete, Plate, f-Shape (Penndot) 0628-3091linear Foot3,149.000 06nj1 Reset Temporary Barrier, Concrete, Plate, f-Shape (Penndot) 0686-0020lump Sum1.000 01nx Construction Surveying, Type b 0686-0050lump Sum1.000 01nx Construction Surveying, Type d 0689-0003lump Sum1.000 01nx Cpm Schedule 0690-0001dollar1,000.000$1.00$1,000.0001yx Internal Facilitation 0696-0629each4.000 06nj1 Temporary Impact Attenuating Device, Type v (Standard) Test Level 2 0697-0629each5.000 06nj1 Reset Temporary Impact Attentuating Device, Type v (Standard) Test Level 2 0703-0020cubic Yard1,229.000 01**Nc1, h No. 1 Coarse Aggregate 0703-0024cubic Yard8.000 01nc1, h No. 2a Coarse Aggregate 0703-0025cubic Yard405.000 01nc1, h No. 57 Coarse Aggregate 0803-0001cubic Yard432.000 01nc1, m Placing Stockpiled Topsoil 0804-0001pound164.000 01nm3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0004pound82.000 01nm3 Seeding - Formula e, Including Mulch 0804-0006pound605.000 01nm3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0112square Yard9,880.000 01nm2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0811-0003linear Foot2,071.000 01nj2, m Temporary Protective Fence 0845-0001dollar1,000.000$1.00$1,000.0001ym2 Unforeseen Water Pollution Control 0849-0020each1.000 01nc1 Rock Construction Entrance With Wash Rack 0849-0021each1.000 01nc1 Rock Construction Entrance With Wash Rack 0850-0032cubic Yard80.000 01nc1 Rock, Class r-4 0855-0003each1.000 01nm2 Pumped Water Filter Bag 0855-0004each1.000 01nm2 Replacement Pumped Water Filter Bag 0856-0001each5.000 01nc1 Removal Sediment And Rock Barrier 0867-0012linear Foot3,066.000 01nm2 Compost Filter Sock, 12" Diameter 0901-0001lump Sum1.000 06nq Maintenance And Protection Of Traffic During Construction 0901-0240square Foot300.000 06nq, r Additional Traffic Control Signs 0901-0320linear Foot21,451.000 06no 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330linear Foot21,473.000 06no 4" Standard Pavement Markings, Paint & Beads, White 0901-0334linear Foot429.000 06no 24" Standard Pavement Markings, Paint & Beads, White 0901-0340linear Foot2,310.000 06no2, o3 4" Standard Pavement Markings, Tape, Yellow 0901-0350linear Foot3,587.000 06no2, o3 4" Standard Pavement Markings, Tape, White 0901-0354linear Foot147.000 06no2, o3 24" Standard Pavement Markings, Tape, White 0901-0461each3.000 06nq Full-Matrix Changeable Message Sign Without Telecommunications 0910-0002each1.000 01nc1, p8 Junction Boxes j.b.-2 0910-4115linear Foot100.000 01np8 Awg 6 Underground Cable, Copper, 1 Conductor 0910-4116linear Foot1,140.000 01np8 Awg 8 Underground Cable, Copper, 1 Conductor 0931-0003square Foot110.000 01nr Post Mounted Signs, Type b, Steel Square Post 0934-0002square Foot68.000 01nr Post Mounted Signs, Type e 0935-0001square Foot94.000 01**Nr Post Mounted Signs, Type f 0936-0200square Foot83.000 01nr Structure Mounted Flat Sheet Aluminum Signs 0937-0072each80.000 06no1, q Non Plowable Raised Pavement Markers (Two Way y/y) 0937-0073each150.000 06no1, q Non Plowable Raised Pavement Markers (Two Way w/w) 0937-0104each2.000 01nj, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106each37.000 01nj, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0111each25.000 06nj, r Guide Rail Mounted Delineator Type Cs, (w/w) 0937-0214each256.000 06nj1, r Barrier Mounted Delineator, Top-Mount Type Wz, (o/o) 0937-0219each256.000 06nj1, r Barrier Mounted Delineator, Side-Mount Type o, (w/w) 0937-0339each2.000 01nr Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001each12.000 01nr Reset Post Mounted Signs, Type b 0944-0003each1.000 01nr Reset Post Mounted Signs, Type e 0945-0001each25.000 01nr Reset Post Mounted Signs, Type f 0951-0135each1.000 01np Traffic Signal Support, 35` Mast Arm 0951-0145each1.000 01np Traffic Signal Support, 45` Mast Arm 0951-2135each1.000 01np Traffic Signal Support, 35` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-2145each1.000 01np Traffic Signal Support, 45` Mast Arm With Luminaire Arm (30` Mounting Height) 4951-4022each6.000 02nyespproj Pedestrian Stub Pole, Type b 4" Diameter 0954-0012linear Foot335.000 01**Np8 2 Inch Conduit 0954-0013linear Foot580.000 01np8 3 Inch Conduit 0954-0151linear Foot140.000 01**Nc1, p8 Trench And Backfill, Type i 0954-0201linear Foot1,320.000 01**Np8 Signal Cable, 14 Awg, 3 Conductor 0954-0202linear Foot1,260.000 01**Np8 Signal Cable, 14 Awg, 5 Conductor 0954-0203linear Foot900.000 01np8 Signal Cable, 14 Awg, 7 Conductor 0954-0302each3.000 01np8 Junction Box, Jb-27 0954-0402each1.000 01np8 Electrical Service, Type b 0954-0500linear Foot260.000 01nc6, p8 Directional Boring 4954-0600each1.000 01nyesp8proj Uninterruptible Power Supply (Ups) Econolite Dbl Mx Series 0955-3208each8.000 01np Vehicular Signal Head, Three 12" Sections 0955-3209each3.000 01np Vehicular Signal Head, Four 12" Sections 0955-3210each2.000 01np Vehicular Signal Head, Five 12" Sections 0955-3722each6.000 02np Led Countdown Pedestrian Signal Head, Type a 4956-0500each6.000 02nyespproj Pedestrian Push Button Polara Bulldog Iii Series 4956-0801each3.000 01nyespproj Optical Preemption System Tomar 0962-1001linear Foot17,400.000 01no 6" White Waterborne Pavement Markings 0962-1005linear Foot17,278.000 01no 4" Yellow Waterborne Pavement Markings 0962-1017linear Foot848.000 02no 8" White Waterborne Transverse Pavement Markings 0962-1019linear Foot236.000 01no 24" White Waterborne Transverse Pavement Markings 0962-1061each16.000 01no3 White Waterborne Pavement Legend, "Right Arrow", 12`-0" x 3`-0" 0962-1062each14.000 01no3 White Waterborne Pavement Legend, "Left Arrow", 12`-0" x 3`-0" 0962-1064each6.000 01no3 White Waterborne Pavement Legend, "Thru And Left Arrow", 20`-0" x 3`-7" 0963-0001square Foot15,229.000 06no2, o3 Pavement Marking Removal 1005-1420dollar24,840.000$1.00$24,840.0003yc6 Predrilling For Unforeseen Obstructions, Earth Drilling 1005-1430dollar12,420.000$1.00$12,420.0003yc6 Predrilling For Unforeseen Obstructions, Obstruction Drilling 1005-1440dollar20,000.000$1.00$20,000.0003yu Pile Extraction And Redriving 1005-1450dollar20,000.000$1.00$20,000.0003yx Mobilization For Predrilling Of Unforeseen Obstructions 1005-1480each4.000 03nx Dynamic Pile Load Test 1018-0001lump Sum1.000 01nt1proj Removal Of Existing Bridge 1019-0010square Yard548.000 03nk2 Protective Coating For Reinforced Concrete Surfaces (Boiled Linseed Oil) 1999-9999hour1,000.000 01nzstd Trainees e8010-0001lump Sum1.000 03nyess1std Bridge Structure, As Designed, s-39075 a1002-0001pound28,887.000 03ns7 Reinforcement Bars a1002-0053pound22,126.000 03ns7 Reinforcement Bars, Epoxy Coated a1002-0220pound83.000 03ns7 Stainless Steel Reinforcement Bars a1005-1500each4.000 03nu Restrike Test Pile, 3 Day Waiting Period a1005-1600each86.000 03nu Restrike Production Pile, 3 Day Waiting Period a1005-1810linear Foot2,484.000 03nu Steel Hp10x57 Production Pile a1005-2010each86.000 03nu Steel Hp10x57 Pile Tip Reinforcement (Heavy Duty) o8000-0001lump Sum1.000 03ns1std Prestressed Concrete Bridge Structure o8100-0001lump Sum1.000 03ns1std Steel Bridge Structure 9000-0002dollar5,000.000$1.00$5,000.0003yc1, m2proj Sink Hole Repair/Treatment 9000-0004linear Foot25.000 01nc1, m2std Temporary Cofferdam 9000-0005each3.000 01nrstd Relocate Mailbox 9000-0006linear Foot244.000 01nhproj 36" Temporary Pipe 9000-0007linear Foot80.000 01nhproj 72" Temporary Pipe 9000-0008linear Foot98.000 06nhproj 18" Temporary Pipe 9000-0009each1.000 01nzzproj Relocate Driveway Access Gate 9000-0010each1.000 01nrproj Relocate Sign 9000-0011cubic Yard2.000 01nm2proj Compost For Rock Barrier 9000-0012each2.000 06nhproj Temporary Inlet 9000-0013lump Sum1.000 01nc1std Stockpiling And Placement Of Streambed Material At Structure 9000-0015linear Foot1,756.000 01njproj Reset Pasture Fence 9000-0101each1.000 01npproj Nema Ts-2; Type 2 Controller Assembly, Type 1 Mounting, Econolite Cobalt Atc 9000-0102each2.000 01np8proj l.e.d. Luminaire 9000-0103each1.000 01npproj Managed Network Switch 9000-0104each1.000 01npproj Wireless Communication System 9000-0400cubic Yard13.000 01nc1, Mproj Soil Amendment Mixture 9000-0771each4.000 01npproj Radar Detection System, Presence Detection 9000-0772each2.000 01npproj Radar Detection System, Advance Detection 9000-5100lump Sum1.000 01nxstd Electronic Ticketing System 9203-0101lump Sum1.000 03nc1, s5std Temporary Excavation Support And Protection System

Details

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.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
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