Similar Projects
| Last Updated | 01/18/2019 04:45 AM |
| Project Title | I-81 NB/SB Mill/Fill Luz |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Luzerne 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 | $15,000,000 to $19,999,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | For the improvement of a certain section of highway in LUZERNE COUNTY in Hanover Township, SR 0081, Section 345. The project being situated as follows: LUZERNE COUNTY SR 0081 NB- from Segment 1630 Offset 1580 to Segment 1786 Offset 0640 along SR 0081 NB. LUZERNE COUNTY SR 0081 SB- from Segment 1631 Offset 1605 to Segment 1787 offset 0706 along SR 0081 SB. LUZERNE COUNTY SR 8011 (Ramps A, B, C, D) LUZERNE COUNTY SR 8013 (Ramps F, G, H, K, L, M) LUZERNE COUNTY SR 8051 (Four Ramps) LUZERNE COUNTY SR 8015 (Ramps E, H, I, J, K, L, M) This project consists of milling and resurfacing of an existing bituminous interstate roadways and ramps. Other work includes guiderail, impact attenuating devices, temporary traffic control, delineators and pavement markings all contained within an overall length of 81,849 linear feet (15.5 miles) as indicated on the approved drawings included in the bid package. 0316-0537 Ton 3,750.000 01 n f Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix 4350-0121 Ton 7,990.000 01 n Req c, e Std Subbase (No. 2a) 0404-0012 Dollar 165,000.000 $1.0000 $165,000.00 01 y e, f Bituminous Pavement Ride Quality Incentive, Schedule b 0405-0001 Dollar 75,000.000 $1.0000 $75,000.00 03 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-1891 Ton 41,500.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 76-22, >/= 30 Million Esals, 9.5 Mm Mix, Srl-e 0419-1320 Square Yard 794,657.000 01 n f Stone Matrix Asphalt Mixture Design, Wma Wearing Course, Rps Pg 76-22, 12.5 Mm Mix, 2" Depth, Srl-e 0450-2310 Ton 1,400.000 01 n f1 Superpave Asphalt Mixture Design, Hma Binder Course, Manual Patching, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 1,482,807.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 4469-0002 Gallon 4,610.000 01 n Req f2 Std Asphalt Joint And Crack Sealing For Bituminous Surfaces 0491-0013 Square Yard 53,246.000 01 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0015 Square Yard 344,075.000 01 n f3 Milling Of Bituminous Pavement Surface, 3" Depth, Milled Material Retained By Contractor 0491-0033 Square Yard 53,261.000 01 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0491-0035 Square Yard 344,075.000 01 n f3 Milling Of Bituminous Pavement Surface, 3" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0606-0050 Set 30.000 01 n c1, k Grade Adjustment Of Existing Inlets 0607-0013 Vertical Foot 30.000 01 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 03 n x Mobilization 0609-0003 Lump Sum 1.000 03 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0619-0459 Each 3.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0015 Each 3.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 Each 24.000 01 n j Terminal Section, Single 0620-0402 Each 3.000 01 n j Terminal Section, Bridge Connection 0620-0500 Linear Foot 1,453.000 01 n j Reset Guide Rail 0620-0503 Linear Foot 32,288.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0870 Each 10.000 01 n j Anchored Backslope Terminal, Type 1 0620-0900 Each 10.000 01 n c1, j Remove Concrete Anchorage 0620-1050 Linear Foot 50.000 01 n j Type 2-Wc Guide Rail 0620-1075 Linear Foot 50.000 01 n j Type 2-s Guide Rail 0620-1400 Linear Foot 50.000 01 n j Type 2-Wcc Guide Rail 0620-1600 Linear Foot 31,588.000 01 n j Type 31-s Guide Rail 0620-1660 Each 24.000 01 n j Type 31-Strong Post Anchor Terminal 0660-0030 Linear Foot 290,000.000 01 n f3 Bituminous Shoulder Rumble Strips 0686-0040 Lump Sum 1.000 03 n x Construction Surveying, Type c 0689-0003 Lump Sum 1.000 03 n x Cpm Schedule 0901-0001 Lump Sum 1.000 03 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 197,635.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 198,085.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 43,525.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0937-0104 Each 253.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 622.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0112 Each 253.000 01 n j, r Guide Rail Mounted Delineator Type d, (y/b) 0937-0113 Each 622.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0960-0021 Linear Foot 3,312.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0220 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12' - 0" x 1' - 8" 0960-0222 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 0960-0224 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0960-0230 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Wrong Way Arrow", 23' - 0" 0960-0232 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Lane Reduction Transition Arrow - Right Lane", 18' - 0" x 5' - 6" 0963-0010 Each 1.000 01 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0964-0001 Linear Foot 203,755.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 203,305.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 1,075.000 01 n o 6" White Epoxy Pavement Markings 0964-0008 Linear Foot 37,920.000 01 n o 8" White Epoxy Pavement Markings 4966-0010 Each 2,539.000 01 n Req o1 Std Remove Raised Pavement Markers 9000-0001 Linear Foot 42,450.000 01 n o Std 6" White Permanent Preformed Patterned Reflective Pavement Marking 9000-0002 Lump Sum 1.000 01 n p Proj Cavc 376 Wilkes Barre, Luzerne County 9000-0004 Linear Foot 21,243.000 01 n g4 Std Sawcutting | ||||||
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