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Last Updated 12/17/2021 04:47 AM
Project Title

Sr1021 - Pa36 to Pa 53

Physical Address View project details and contacts
City, State (County) PA   (Cambria 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 $7,500,000 to $9,999,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

This Project Is For The Pavement Preservation Of Approximately 10.281 Miles Of Sr 1021 In Cambria County. Work Includes Resurfacing, Drainage Improvements, Guide Rail Upgrades, Signing, Tree Trimming, Rehabilitation Of Two Existing Bridges Structures And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 1021, Section 005, In Cambria County, Chest, Clearfield, Reade & White Townships At The Locations Indicated On The Plans In The Bid Package. 0203-0001cubic Yard1.000 01nc Class 1 Excavation 0203-0004cubic Yard16,930.000 01nc1 Class 1b Excavation 0204-0010linear Foot270.000 01nc1, h Cleaning Existing Ditches Excavation 0205-0100cubic Yard45.000 01nc1 Foreign Borrow Excavation 0206-0010ton1,397.000 01nc1 Select Granular Material (2rc) 0212-0014square Yard50,792.000 01nc3, h, m2 Geotextile, Class 4, Type a 0313-0326square Yard51,704.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0106square Yard51,704.000 01nc, e Subbase 6" Depth (No. 2a) 0413-0194square Yard166,142.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-m 0413-0204ton454.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0413-2059ton9,968.000 01nf Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-9999dollar84,360.000$1.00$84,360.0001yx Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0003square Yard390,111.000 01nf4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001square Yard19,898.000 01nf4 Asphalt Prime Coat 4490-0001square Yard282.000 02**Nyesc1, f3std Removal Of Existing Asphalt Surface Course Bridge 4515-0001linear Foot155.000 02**Nyesg1, g4std Sawing And Sealing Of Asphalt Overlays Bridge 0601-0312linear Foot238.000 01nh 15" Thermoplastic Pipe, Group i, 15`-1.5` Fill 0601-0333linear Foot568.000 01nh 18" Thermoplastic Pipe, Group Ii, 12`-1.5` Fill 0601-0335linear Foot29.000 01nh 24" Thermoplastic Pipe, Group Ii, 12`-1.5` Fill 0601-0413linear Foot192.000 01nh 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill, Shore/Trench Box 0601-0452linear Foot47.000 01nh 15" Thermoplastic Pipe, Group Iii, 8`-2` Fill, Shore/Trench Box 0601-0455linear Foot261.000 01nh 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill, Shore/Trench Box 0601-5901linear Foot5,794.000 01nh1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e0601-7008linear Foot51.000 01nh 15" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill o0601-0312linear Foot51.000 01nh 15" Thermoplastic Pipe, Group i, 15`-1.5` Fill e0601-7313linear Foot692.000 01nh 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o0601-0313linear Foot692.000 01nh 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill e0601-7326linear Foot95.000 01nh 24" Reinforced Concrete Pipe, Type b, 10` - 2` Fill o0601-0315linear Foot95.000 01nh 24" Thermoplastic Pipe, Group i, 15`-1.5` Fill e0601-7706linear Foot38.000 01nh 15" Reinforced Concrete Pipe, Type b, 15` - 2` Fill, Shore/Trench Box o0601-0412linear Foot38.000 01nh 15" Thermoplastic Pipe, Group i, 15`-1.5` Fill, Shore/Trench Box e0601-7710linear Foot1,485.000 01nh 18" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box o0601-0413linear Foot1,485.000 01nh 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill, Shore/Trench Box e0601-7716linear Foot128.000 01nh 24" Reinforced Concrete Pipe, Type b, 7` - 3` Fill, Shore/Trench Box o0601-0502linear Foot128.000 01nh 24" Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box e0601-7717linear Foot45.000 01nh 24" Reinforced Concrete Pipe, Type b, 10` - 7` Fill, Shore/Trench Box o0601-0502linear Foot45.000 01nh 24" Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box e0601-7727linear Foot72.000 01nh 30" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box o0601-0504linear Foot72.000 01nh 30" Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box 0601-7742linear Foot113.000 01nh 42" Reinforced Concrete Pipe, Type b, 15` - 2` Fill, Shore/Trench Box 0605-1300each55.000 01nc1, h1 Cleaning Drainage Structures 0605-2600each3.000 01nk Type d Endwall 0605-2640each14.000 01nk Type d Endwall For 18" Pipe 0605-2648each1.000 01nk Type d Endwall For 42" Pipe 0605-2666each1.000 01nk Type e-s Endwall For 24" Pipe 0605-2677each3.000 01nk Type d-w Endwall For 42" Pipe 0605-2701each51.000 01nk Bicycle Safe Inlet Grate 0605-2721set3.000 01nk Type c Alternate Concrete Top Unit, Type c Frame, And Bicycle Safe Grate 0605-2731set18.000 01nk Type m Concrete Top Unit And Bicycle Safe Grate 0605-2850each21.000 01nk Standard Inlet Box, Height < /= 10` 0606-0050set55.000 01nc1, k Grade Adjustment Of Existing Inlets 0608-0001lump Sum1.000 01nx Mobilization 0609-0007lump Sum1.000 04nx Inspector`s Field Office And Inspection Facilities, Type b 0609-0009lump Sum1.000 04nxstd Equipment Package 4610-7002linear Foot64,522.000 01nyesh2std 6" Pavement Base Drain Excluding Geotextile 0615-0022linear Foot763.000 01nh2 6" Subsurface Drain Outlets 0615-0040each64.000 01nh2 Subsurface Drain Outlet Endwall 0615-0066each64.000 01nc1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0470each43.000 01nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0620-0400each19.000 01nj Terminal Section, Single 4620-0400each4.000 01nyesjstd Terminal Section, Single Thrie-Beam 0620-0503linear Foot15,246.000 01nc1, j Remove Existing Guide Rail (Contractor`s Property) 4620-0595linear Foot66.000 02nyesjstd Structure Mounted Guide Rail Modified 0620-0599linear Foot562.000 01nj Structure Mounted Guide Rail 0620-0872each5.000 01nj Buried-In-Backslope Terminal, Single Panel 0620-0900each55.000 01nc1, j Remove Concrete Anchorage 0620-1600linear Foot13,132.000 01nj Type 31-s Guide Rail 0620-1602linear Foot113.000 01nj Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625linear Foot638.000 01nj Type 31-Sc Guide Rail 0620-1635linear Foot101.000 01nj Type 31-Scc Guide Rail 0620-1650each7.000 01nj Type 31-Strong Post End Treatment 0620-1670each18.000 01nj Type 31-Strong Post In-Line Anchor 0620-2010each2.000 01nj Thrie-Beam Guide Rail To Concrete Bridge Barrier Transition Without Curb 0620-2011each2.000 01nj Thrie-Beam Guide Rail To Concrete Bridge Barrier Transition With Curb And Inlet 0627-3019linear Foot528.000 01nj1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0628-3019linear Foot204.000 01nj1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0643-0001linear Foot96.000 01nj1 Temporary Concrete Barrier, Structure Mounted 0644-0001linear Foot96.000 01nj1 Temporary Concrete Barrier, Structure Mounted, Reset 4660-0002linear Foot37,180.000 01nyesf3std Milled Asphalt Pavement Centerline Rumble Strips Type 2 Modified 0677-0004ton235.000 01nc1, e Selected Material Surfacing 0686-0040lump Sum1.000 01nx Construction Surveying, Type c 0686-0060lump Sum1.000 01nx Construction Surveying, Type d, Modified 0689-0003lump Sum1.000 01nx Cpm Schedule 0690-0001dollar1,000.000$1.00$1,000.0001yx Internal Facilitation 0696-0610each10.000 01nj1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610each4.000 01nj1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0802-0001cubic Yard158.000 01nc1, m Topsoil Furnished And Placed 0802-0003square Yard10.000 01nc1, m Topsoil Furnished And Placed 0804-0001pound1.000 01nm3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0004pound2.000 01nm3 Seeding - Formula e, Including Mulch 0804-0011pound29.000 01nm3 Seeding And Soil Supplements - Formula b 0804-0013pound5.000 01nm3 Seeding And Soil Supplements - Formula d 0804-0021pound4.000 01nm3 Seeding And Soil Supplements - Formula w 0810-0027linear Foot21,251.000 01nm1 Tree Trimming To An Unlimited Height 4810-0052each92.000 01nyesa, m1proj Selective Tree Removal (Dead Trees Only) 0811-0003linear Foot338.000 01nj2, m Temporary Protective Fence 0845-0001dollar1,000.000$1.00$1,000.0001ym2 Unforeseen Water Pollution Control 0850-0035cubic Yard2.000 01nc1 Rock, Class r-7 0850-0036cubic Yard3.000 01nc1 Rock, Class r-8 0855-0003each2.000 01nm2 Pumped Water Filter Bag 0855-0004each2.000 01nm2 Replacement Pumped Water Filter Bag 0867-0012linear Foot96.000 01nm2 Compost Filter Sock, 12" Diameter 0901-0001lump Sum1.000 01nqstd Maintenance And Protection Of Traffic During Construction 0901-0240square Foot100.000 01nq, r Additional Traffic Control Signs 0901-0320linear Foot109,200.000 01no 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330linear Foot108,631.000 01no 4" Standard Pavement Markings, Paint & Beads, White 0901-0334linear Foot50.000 01no 24" Standard Pavement Markings, Paint & Beads, White 0901-0461each10.000 01nq Full-Matrix Changeable Message Sign Without Telecommunications 0901-0700each1.000 01np Temporary Traffic Signals (Either Permanent Or Portable) 0901-0710each1.000 01np Temporary Traffic Control Signal Reset (Either Permanent Or Portable) 0901-0713each1.000 01np Temporary Traffic Control Signal Reset (Either Permanent Or Portable) 0901-0720each1.000 01np Temporary Traffic Signals (Either Permanent Or Portable) 0931-0001square Foot528.000 01nr Post Mounted Signs, Type b 0935-0001square Foot33.000 01nr Post Mounted Signs, Type f 0937-0113each265.000 01nj, r Guide Rail Mounted Delineator Type d, (w/b) 0941-0001each3.000 01nr Reset Post Mounted Signs, Type b 0962-1000linear Foot215,936.000 01no 4" White Waterborne Pavement Markings 0962-1005linear Foot215,936.000 01no 4" Yellow Waterborne Pavement Markings 0963-0001square Foot100.000 01no2, o3 Pavement Marking Removal 0963-0004linear Foot1,831.000 01no2, o3 4" Pavement Marking Removal 4965-0160each2.000 01nyeso3proj White Preformed Thermoplastic Legend, Slow Curve Arrow, Left Includes Arrow, The Word Slow And 2 Transverse Bands) Modified 4965-0161each2.000 01nyeso3proj White Preformed Thermoplastic Legend, Slow Curve Arrow, Right Includes Arrow, The Word Slow And 2 Transverse Bands) Modified 1001-0980square Yard322.000 02**Ng4, s9 Mechanical Texturing With Longitudinal Sawed Grooves 1001-1000cubic Yard48.000 02**Ns9 Class Aaap Cement Concrete 1001-1080cubic Yard3.000 02**Ns2 Class Aa Cement Concrete 1001-1200cubic Yard9.000 03ns2 Class Aa Cement Concrete, Except Use No. 8 Coarse Aggregate 1002-0053pound11,094.000 02**Ns7 Reinforcement Bars, Epoxy Coated 1002-0152each177.000 02**Ns7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated 1002-0153each16.000 02**Ns7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated 1003-0005each84.000 02**Ns2 Dowel Holes, 12" Depth 1018-0050lump Sum1.000 03nt1std Removal Of Portion Of Existing Bridge 1019-0050square Yard322.000 02**Nk2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1039-0010square Yard164.000 03ns9 Concrete Bridge Deck Surface Preparation, Hydrodemolition 1041-0020square Yard164.000 03nf3, s2 Scarification, 1/2" Depth 1999-9999hour1,000.000 05nzstd Trainees 9000-0001each4.000 01njproj Thrie-Beam Guide Rail To Concrete Bridge Barrier Transition Without Curb, Thrie-Beam Rail Elements Only 9000-0005each5.000 01nxstd Utility Test Holes 9000-0020lump Sum1.000 01nc1, h, m2std Temporary Channel Diversion 9000-0021lump Sum1.000 01nc1, h, m2std Temporary Channel Diversion 9000-0022lump Sum1.000 01nc1, h, m2std Temporary Channel Diversion 9000-0032dollar10,000.000$1.00$10,000.0001ym1std Unforeseen Tree Removal 9000-0048linear Foot24.000 01nhstd Reset 18" Reinforced Concrete Pipe 9000-0096dollar5,000.000$1.00$5,000.0001yxproj Documentation Of Areas Adjacent To Existing Drainage Features 9000-0105linear Foot283.000 02**Ns2, s9, t6std Silicone Joint Sealing Material 9000-0120square Foot16.000 03ns2std Special Mortar Repairs 9000-0123linear Foot141.000 02**Ns2, s9, t6std Grouting Beam Joints 9000-0124linear Foot211.000 02**Ns2, s9, t6std Grouting Beam Joints, Partial Depth 9000-0125each784.000 02**Ns2, s7std Reinforcement Bar Anchor, No. 4 Bar 9000-0130square Foot31.000 03ns2std Special Concrete Repairs 9000-0140square Foot20.000 02**Ng3, s2, s9std Beam Spall Repairs 9203-0101lump Sum1.000 01nc1, s5std Temporary Excavation Support And Protection System 9203-0102lump Sum1.000 01nc1, 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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Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
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