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Last Updated | 01/17/2020 04:55 AM |
Project Title | 2020 Centre BR Preserv |
Physical Address | View project details and contacts |
City, State (County) | PA (Centre 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 is as follows: For the improvement/repairs to bridges in Centre County, Various Townships, Commonwealth of Pennsylvania, SR 1002-P29. For the rehabilitation of four bridges involving bridge deck replacement, rebar installation, concrete repairs, beam spall repairs, repairs to a fifth structure (replacement of rivets), and miscellaneous repairs to a wall structure. Work also includes Superpave Asphalt Mixture Designs for the base, binder, and wearing courses, guide rail, pavement markings and miscellaneous construction for a total construction length of approximately 3583 feet (0.7 miles) as indicated on the approved drawings included in the bid package. 0203-0001cubic Yard541.000 01nc Class 1 Excavation 0203-0004cubic Yard27.000 01nc1 Class 1b Excavation 0204-0100cubic Yard28.000 05**Nc1, s1, t1 Class 3 Excavation 0205-0263cubic Yard87.000 01nc1 Selected Borrow Excavation Rock, Class r-3 0205-0264cubic Yard74.000 01**Nc1 Selected Borrow Excavation Rock, Class r-4 0311-0426square Yard836.000 10ne Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0106square Yard38.000 01nc, e Subbase 6" Depth (No. 2a) 0350-0108square Yard626.000 01nc, e Subbase 8" Depth (No. 2a) 0350-0110square Yard210.000 01nc, e Subbase 10" Depth (No. 2a) 0411-0482square Yard5,955.000 10nf Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-1495ton351.000 10nf Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-2495ton21.000 10nf Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-6450square Yard836.000 10nf Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001square Yard12,110.000 01nf4 Bituminous Tack Coat 0461-0001square Yard1,055.000 01nf4 Bituminous Prime Coat 0491-0019square Yard5,119.000 10nf3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 4515-0001linear Foot436.000 05**Nyesg1, g4proj Sawing And Sealing Of Bituminous Overlays At Joint Above Abutment 0601-5430cubic Yard1.000 01nh, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-5902linear Foot128.000 01nh1 Cleaning Existing Pipe Culverts, Diameters Over 36" 4601-7740linear Foot48.000 01nyeshstd 42" Reinforced Concrete Pipe, Type b, 7` - 3` Fill, Shore/Trench Box Includes Excavation 0608-0001lump Sum1.000 02nx Mobilization 0609-0003lump Sum1.000 04nx Inspector`s Field Office And Inspection Facilities, Type b 0609-0009lump Sum1.000 04nxstd Equipment Package 0619-0459each6.000 01nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0015each11.000 01nj Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400each7.000 01nj Terminal Section, Single 0620-0503linear Foot1,094.000 01nc1, j Remove Existing Guide Rail (Contractor`s Property) 4620-0594linear Foot38.000 08nyesjproj Structure Mounted Guide Rail Utilize Existing Or Provide New Anchor Bolts 0620-0900each8.000 01nc1, j Remove Concrete Anchorage 0620-1600linear Foot713.000 01nj Type 31-s Guide Rail 0620-1601linear Foot125.000 01nj Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625linear Foot25.000 01nj Type 31-Sc Guide Rail 0620-1626linear Foot50.000 01nj Type 31-Sc Guide Rail With 7` Extra Length Posts 4620-1626linear Foot50.000 01nyesjstd Type 31-Sc Guide Rail With 7` Extra Length Posts With Rubbing Rail And Wooden Offset Brackets 0620-1670each3.000 01nj Type 31-Strong Post In-Line Anchor 0623-0001linear Foot60.000 01nj1 Concrete Median Barrier 0627-3020linear Foot331.000 03nj1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020linear Foot331.000 03nj1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 4630-0001linear Foot57.000 01nyeskproj Plain Cement Concrete Curb Variable Curb Height 0643-0002linear Foot83.000 03nj1 Temporary Concrete Median Barrier, Structure Mounted 0644-0002linear Foot83.000 03nj1 Temporary Concrete Median Barrier, Structure Mounted, Reset 4677-0004ton172.000 01nyesc1, Estd Selected Material Surfacing Scarify And Use Subbase 0680-0120square Yard140.000 08nk2, s1 Membrane Waterproofing System Installed On Bridge Deck 0686-0060lump Sum1.000 05nx Construction Surveying, Type d, Modified 0686-0061lump Sum1.000 06nx Construction Surveying, Type d, Modified 0686-0062lump Sum1.000 07nx Construction Surveying, Type d, Modified 0686-0063lump Sum1.000 08nx Construction Surveying, Type d, Modified 0689-0003lump Sum1.000 02nx Cpm Schedule 0690-0001dollar1,000.000$1.00$1,000.0004yx Internal Facilitation 0696-0610each6.000 03nj1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0639each6.000 03nj1 Reset Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0802-0001cubic Yard4.000 01nc1, m Topsoil Furnished And Placed 0804-0001pound2.000 01nm3 Seeding And Soil Supplements - Formula b, Including Mulch 0901-0001lump Sum1.000 03nq Maintenance And Protection Of Traffic During Construction 0901-0240square Foot400.000 03nq, r Additional Traffic Control Signs 0901-0320linear Foot13,704.000 03no 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330linear Foot22,728.000 03no 4" Standard Pavement Markings, Paint & Beads, White 0901-0334linear Foot24.000 03no 24" Standard Pavement Markings, Paint & Beads, White 0901-0363each381.000 03no1, q Temporary Nonplowable Raised Pavement Marker, (One Way y/b) 0901-0364each292.000 03no1, q Temporary Nonplowable Raised Pavement Marker, (One Way w/b) 0901-0450each2.000 03nq 3-Line Changeable Message Sign With Telecommunications 0901-0451each4.000 03nq 3-Line Changeable Message Sign Without Telecommunications 0901-0720each1.000 03np Temporary Traffic Signals (Either Permanent Or Portable) 0937-0104each25.000 01nj, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106each23.000 01nj, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0195each30.000 03nj1, r Barrier Mounted Delineator, Side Mount Type r, (w/w) 0937-0203each3.000 01nj1, r Barrier Mounted Delineator, Side-Mount Type o, (w/b) 0937-0209each14.000 03nj1, r Barrier Mounted Delineator, Top And Side-Mount Type r, (y/y) 0937-0214each30.000 03nj1, r Barrier Mounted Delineator, Top-Mount Type Wz, (o/o) 0937-0339each3.000 01nr Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0937-0340each3.000 01nr Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Yellow/Blank Sheeting 0937-0500each576.000 03nr Delineator Removal 4962-1000linear Foot2,725.000 03nyesostd 4" White Waterborne Pavement Markings Double Application 4962-1005linear Foot5,691.000 03nyesostd 4" Yellow Waterborne Pavement Markings Double Application 0963-0001square Foot156.000 03no2, o3 Pavement Marking Removal 0963-0004linear Foot17,697.000 03no2, o3 4" Pavement Marking Removal 0965-0224each3.000 03no2 White Preformed Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0966-0300each2.000 01no1 Snowplowable Raised Pavement Marker, Removal Without Replacement 0971-0001each4.000 01nr Remove Post Mounted Signs, Type b 0972-0001each3.000 01nr Remove Post Mounted Signs, Type c 1001-0001cubic Yard28.000 02ns2 Class Aa Cement Concrete 1001-0010cubic Yard6.000 05**Ns2 Class a Cement Concrete 1001-0960cubic Yard107.000 05**Ns9 Class Aaap Cement Concrete 1002-0053pound30,987.000 05**Ns7 Reinforcement Bars, Epoxy Coated 1002-0140each80.000 05ns7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated 1002-0142each8.000 05ns7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated 1003-0002each120.000 08ns2 Dowel Holes, 6" Depth 1003-0004each10.000 08ns2 Dowel Holes, 10" Depth 1003-0005each156.000 05**Ns2 Dowel Holes, 12" Depth 1018-0050lump Sum1.000 05nt1proj Removal Of Portion Of Existing Bridge 1018-0051lump Sum1.000 06nt1proj Removal Of Portion Of Existing Bridge 1018-0052lump Sum1.000 07nt1proj Removal Of Portion Of Existing Bridge 1019-0010square Yard906.000 05**Nk2 Protective Coating For Reinforced Concrete Surfaces (Boiled Linseed Oil) 5019-0020square Yard53.000 05**Nyesk2std Protective Coating For Reinforced Concrete Surfaces (Epoxy Resin) Substructure 1090-0096square Foot25.000 08ns2std Removal Of Deteriorated Concrete 1090-0612cubic Foot17.000 05**Ns2std Class a Cement Concrete Repairs 1090-0640square Foot279.000 05**Ns2std Beam Spall Repairs 5091-0331linear Foot162.000 05**Nyesk1proj Epoxy Injection Crack Seal For Prestressed Concrete Beams 9000-0001dollar10,000.000$1.00$10,000.0003yqproj Manual Operation Of Temporary Traffic Signal 9000-0002dollar5,000.000$1.00$5,000.0011yt3proj Replace Rivets With High Strength Bolts 9000-0004linear Foot695.000 01ng4std Sawcutting Of Existing Pavement 9000-0008linear Foot13.000 01njproj Thrie Beam Guide Rail 9000-0014linear Foot180.000 09nm2proj Turbidity Curtain 9000-0204each3,600.000 05**Ns7proj Reinforcement Bar Anchor 9000-0206linear Foot1,630.000 05**Ng4, s2proj Grouting Beam Joints 9000-0207each2.000 05ns2proj Grouting Beam Tie Rod Pockets 9000-0212cubic Foot4.000 08ns2proj Class Aa Cement Concrete With (No. 8 Aggregate) 9000-0222square Foot100.000 08ns2, s9proj Concrete Bridge Deck Underside Repair, Type 2 9000-0250linear Foot30.000 05nm2std Diversion Dike 9000-0301each4.000 08nt7proj Remove Existing Downspouts And Plug Existing Scuppers 9000-0320each162.000 05**Nt7proj Cleaning/Installation Of Beam Drain Holes 9000-0324square Foot900.000 09ns5proj Stone Masonry Wall Repair |
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