Similar Projects
Last Updated | 04/09/2021 05:28 AM |
Project Title | Group 2-21-St5 |
Physical Address | View project details and contacts |
City, State (County) | (McKean, Potter Counties) |
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 | The description and location of the project is as follows: For the improvement of certain sections of State Highways In Mckean And Potter Counties, Various Townships And Boroughs, Commonwealth of Pennsylvania, Group 2-21-ST5. For the improvement to 13 State Routes having a combined construction length of approximately 386,360 linear feet (73.2 miles), involving various combinations of milling, scratch and resurfacing, using various Superpave Asphalt Mixture Designs for binder and wearing courses, various pavement markings and legends, and miscellaneous construction as indicated on the approved drawings. 0203-0001cubic Yard1,509.000 05nc Class 1 Excavation 0203-0004cubic Yard55.000 03nc1 Class 1b Excavation 0341-0010gallon43,562.000 02ne Asphalt Material 4342-0020ton5,500.000 02nyeseproj Cold Recycled Asphalt Base Course, Central Plant Mix 3" Depth Leveling 0405-0001dollar9,500.000$1.00$9,500.0003yxproj Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0048ton6,512.000 03nf Superpave Asphalt Mixture Design, Wearing Course, Pg 58s-28, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0413-0049ton20.000 03nf Superpave Asphalt Mixture Design, Wearing Course, Pg 58s-28, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-1003ton2,541.000 03nf Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 58s-28, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0413-6007ton13,411.000 03**Nf Superpave Asphalt Mixture Design, Binder Course, Pg 58s-28, < 0.3 Million Esals, 19.0 Mm Mix 0413-6017ton109.000 03nf Superpave Asphalt Mixture Design, Binder Course, Pg 58s-28, 0.3 To < 3 Million Esals, 19.0 Mm Mix 4413-7001ton3,244.000 02nyesfproj Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 58s-28, < 0.3 Million Esals, 19.0 Mm Mix Modified High Rap Requirements 0413-9999dollar20,057.000$1.00$20,057.0003yx Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0001square Yard260,113.000 01**Nf4 Asphalt Tack Coat 0461-0001square Yard23,049.000 02**Nf4 Asphalt Prime Coat 0491-0015square Yard1,763.000 01nf3 Milling Of Asphalt Pavement Surface, 3" Depth, Milled Material Retained By Contractor 0491-0019square Yard4,770.000 03nf3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0606-0050set4.000 03nc1, k Grade Adjustment Of Existing Inlets 0608-0001lump Sum1.000 02**Nx Mobilization 0609-0007lump Sum1.000 02**Nx Inspector`s Field Office And Inspection Facilities, Type b 0609-0009lump Sum1.000 02**Nxstd Equipment Package 0610-0002linear Foot25,571.000 02**Nh2 6" Pipe Underdrain Type i Backfill 0615-0022linear Foot188.000 02**Nh2 6" Subsurface Drain Outlets 0619-0459each17.000 03nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400each10.000 02**Nj Terminal Section, Single 4620-0500linear Foot5,597.000 02**Nyesjproj Reset Guide Rail (Mash 31-s Standards), Using New Panels 0620-0503linear Foot1,187.000 02**Nc1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0551each6.000 02nj w6 x 9 Steel i-Beam Guide Rail Posts 0620-0872each1.000 03nj Buried-In-Backslope Terminal, Single Panel 0620-0900each2.000 03nc1, j Remove Concrete Anchorage 0620-1600linear Foot100.000 03nj Type 31-s Guide Rail 0620-1670each10.000 02**Nj Type 31-Strong Post In-Line Anchor 0660-0002linear Foot7,094.000 03nf3 Milled Asphalt Pavement Centerline Rumble Strips Type 2 0660-0004linear Foot27,180.000 03nf3 Milled Asphalt Pavement Edgeline Rumble Strips 0677-0002ton63.000 02nc1, e Selected Material Surfacing 4677-0004ton1,948.000 02**Nyesc1, Estd Selected Material Surfacing Scarify And Use Subbase 0680-0120square Yard153.000 02**Nk2, s1 Membrane Waterproofing System Installed On Bridge Deck 0686-0030lump Sum1.000 02nxproj Construction Surveying, Type b, Modified 0689-0003lump Sum1.000 02**Nx Cpm Schedule 0690-0001dollar1,000.000$1.00$1,000.0002**Yx Internal Facilitation 0901-0001lump Sum1.000 02**Nqstd Maintenance And Protection Of Traffic During Construction 0901-0240square Foot100.000 02**Nq, r Additional Traffic Control Signs 0901-0320linear Foot96,288.000 03no 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330linear Foot44,768.000 03no 4" Standard Pavement Markings, Paint & Beads, White 0937-0104each27.000 02**Nj, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106each87.000 02**Nj, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0339each26.000 02**Nr Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0960-0005linear Foot92.000 03no2 6" White Hot Thermoplastic Pavement Markings 0962-1000linear Foot44,768.000 03no 4" White Waterborne Pavement Markings 0964-0002linear Foot46,456.000 03no 4" Yellow Epoxy Pavement Markings 0966-0300each291.000 03no1 Snowplowable Raised Pavement Marker, Removal Without Replacement 9000-0001square Yard37,327.000 02ne, f3proj 6" Full Depth Grinding 9000-0002ton1,960.000 02nc1, Eproj Millings For Shoulder Backup, Central Plant Mix 9000-0003square Yard25,352.000 02ne, f3proj 4" Full Depth Grinding 9000-0004each1.000 02**Nrstd Covid-19 Safety Plan Sign 9000-0005linear Foot6,000.000 05ng4std Sawcutting Of Existing Pavement 9000-0008each5.000 02nrstd Relocate Mailbox 9000-0060square Yard1,201.000 02**Nf3std Milling Of Asphalt Paving Notch Or Joint 9000-0070square Yard47,628.000 03**Nf3proj Milling Of Asphalt Pavement Surface, Variable Depth 2"-5" 9000-0150set2.000 03nkstd Grade Adjustment Of Existing Manholes 9000-0350dollar6,000.000$1.00$6,000.0001yzzstd Railroad Protective Services 9000-0400dollar6,000.000$1.00$6,000.0002**Yzzstd Hamburg Wheel Track And Cracking Tolerance Index Testing |
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