Similar Projects
Last Updated | 12/17/2021 04:37 AM |
Project Title | Trib Bald Eagle Creek |
Physical Address | View project details and contacts |
City, State (County) | PA (Centre County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge, Shoreline/Erosion/Drainage |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $500,000 to $999,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The Improvement Of a Certain Section Of State Highway In Centre County, Union Township, Commonwealth Of Pennsylvania, State Route 0504, Section a05. The Project Being Situated As Follows: On State Route 0504 From Segment 0490/ Offset 1839 To Segment 0490/ Offset 2639. For The Removal Of The Existing Single-Span Concrete Slab Structure And Construction Of Its Replacement a Precast Reinforced Concrete Box Culvert. 0201-0001lump Sum1.000 01na Clearing And Grubbing 0203-0001cubic Yard1,156.000 01nc Class 1 Excavation 0203-0004cubic Yard178.000 01**Nc1 Class 1b Excavation 0204-0150cubic Yard7.000 01nc1, h, s Class 4 Excavation 0205-0363ton165.000 01nc1 Selected Borrow Excavation Rock, Class r-3 0205-0364ton29.000 01nc1 Selected Borrow Excavation Rock, Class r-4 0205-0366ton127.000 01nc1 Selected Borrow Excavation Rock, Class r-6 0206-0010ton79.000 01nc1 Select Granular Material (2rc) 0212-0001linear Foot303.000 01nc3, h, m2 Geotextile, Class 1 0212-0014square Yard1,231.000 01nc3, h, m2 Geotextile, Class 4, Type a 0212-0016square Yard1,924.000 01nc3, h, m2 Geotextile, Class 4, Type c 0213-0002dollar500.000$1.00$500.0001yz Temporary Project Air Pollution Control 0313-0326square Yard172.000 04ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 6" Depth 0313-0423square Yard73.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0313-0437ton30.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0316-0326square Yard34.000 04ne, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 6" Depth 0316-0337ton65.000 01ne, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106square Yard287.000 01**Nc, e Subbase 6" Depth (No. 2a) 0350-0108square Yard970.000 01**Nc, e Subbase 8" Depth (No. 2a) 0350-0121ton174.000 01**Nc, e Subbase (No. 2a) 0413-0246square Yard1,775.000 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 0413-6045square Yard1,044.000 01**Nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001square Yard4,780.000 01**Nf4 Asphalt Tack Coat 0461-0001square Yard266.000 01nf4 Asphalt Prime Coat 0491-0019square Yard710.000 01nf3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0608-0001lump Sum1.000 03nx Mobilization 0609-0008lump Sum1.000 05nx Inspector`s Field Office And Inspection Facilities, Type c 0609-0009lump Sum1.000 05nxstd Equipment Package 0610-7002linear Foot303.000 01nh2 6" Pavement Base Drain 0610-7400cubic Yard7.000 01nh2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022linear Foot103.000 01nh2 6" Subsurface Drain Outlets 0619-0459each1.000 01nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400each3.000 01nj Terminal Section, Single 0620-0503linear Foot222.000 01nc1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600linear Foot213.000 01nj Type 31-s Guide Rail 0620-1625linear Foot50.000 01nj Type 31-Sc Guide Rail 4620-1625linear Foot50.000 01nyesjstd Type 31-Sc Guide Rail With Rubbing Rail And Wood Offset Brackets 0620-1670each2.000 01nj Type 31-Strong Post In-Line Anchor 0624-0001linear Foot11.000 01nj2 Right-Of-Way Fence, Type 1 0624-0400each3.000 01nj2 Corner Posts For Type 1 Right-Of-Way Fence 0624-0500each1.000 01nj2 Pull Posts For Type 1 Right-Of-Way Fence 0627-3020linear Foot203.000 04nj1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020linear Foot203.000 04nj1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0643-0001linear Foot26.000 04nj1 Temporary Concrete Barrier, Structure Mounted 0686-0050lump Sum1.000 01nx Construction Surveying, Type d 0689-0003lump Sum1.000 01nx Cpm Schedule 0690-0001dollar1,000.000$1.00$1,000.0005yx Internal Facilitation 0696-0610each2.000 04nj1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610each2.000 04nj1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0020cubic Yard128.000 01nc1, h No. 1 Coarse Aggregate 0703-0025cubic Yard88.000 01nc1, h No. 57 Coarse Aggregate 4802-0001cubic Yard253.000 01nyesc1, Mstd Topsoil Furnished And Placed Visual Acceptance 0804-0001pound101.000 01nm3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0004pound23.000 01nm3 Seeding - Formula e, Including Mulch 0806-0113square Yard104.000 01nm2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0845-0001dollar500.000$1.00$500.0001ym2 Unforeseen Water Pollution Control 0855-0003each2.000 01nm2 Pumped Water Filter Bag 0855-0004each2.000 01nm2 Replacement Pumped Water Filter Bag 0867-0012linear Foot685.000 01nm2 Compost Filter Sock, 12" Diameter 0901-0001lump Sum1.000 04nq Maintenance And Protection Of Traffic During Construction 0901-0240square Foot100.000 04nq, r Additional Traffic Control Signs 0901-0320linear Foot1,478.000 04no 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330linear Foot1,113.000 04no 4" Standard Pavement Markings, Paint & Beads, White 0901-0334linear Foot22.000 04no 24" Standard Pavement Markings, Paint & Beads, White 0901-0364each80.000 04no1, q Temporary Nonplowable Raised Pavement Marker, (One Way w/b) 0901-0451each2.000 04nq 3-Line Changeable Message Sign Without Telecommunications 0937-0104each4.000 01nj, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106each2.000 01nj, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0339each4.000 01nr Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001each2.000 01nr Reset Post Mounted Signs, Type b e0958-0041each1.000 04np, q Temporary Traffic Control Signals On Fixed Supports (4 Or More Approaches) o0958-0081each4.000 04np, q Temporary Traffic Control Signals, Trailer-Mounted Portable Device (One-Overhead Signal, 1 Vertical Pole Signal) o0958-0121each4.000 04np, q Temporary Traffic Control Signals, Trailer-Mounted Portable Device (2-Overhead Signals) 0962-1000linear Foot1,572.000 01no 4" White Waterborne Pavement Markings 0962-1004linear Foot11.000 01no 24" White Waterborne Pavement Markings 0962-1005linear Foot5,036.000 01**No 4" Yellow Waterborne Pavement Markings 0963-0001square Foot1,480.000 04no2, o3 Pavement Marking Removal 0971-0001each1.000 01nr Remove Post Mounted Signs, Type b 1018-0001lump Sum1.000 01nt1proj Removal Of Existing Bridge e8510-0001lump Sum1.000 02nyess4std Precast Reinforced Concrete Box Culvert, As Designed, s-39518 a1002-0053pound1,710.000 02ns7 Reinforcement Bars, Epoxy Coated a1002-0152each21.000 02ns7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated a9000-0010cubic Yard18.000 02nc, c1, c3, h, m2proj Overexcavation And Backfilling Under Foundations o8520-0001lump Sum1.000 02ns4std Cast-In-Place Reinforced Concrete Box Culvert 9000-0001lump Sum1.000 01nm2std Temporary Pump Bypass System 9000-0002lump Sum1.000 02nc1std Stockpiling And Placement Of Streambed Material At Culvert 9000-0003square Yard970.000 01**Neproj Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 14" Depth 9000-0004each1.000 01njproj Relocate Gate 9000-0005linear Foot46.000 01nhproj 4" Pvc Pipe (Schedule 40) 9000-0006lump Sum1.000 04ns5proj Temporary Slab Support 9000-0007each2.000 01nzzstd Pre And Post Construction Survey 9000-0008linear Foot128.000 01nhproj 18" Diameter Temporary Pipe 9000-0009day1.000 04nqproj Manual Operation Of Temporary Traffic Signal 9203-0101lump Sum1.000 02nc1, s5std |
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Details | Bridge, New Construction.
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