Similar Projects
| Last Updated | 12/07/2018 12:54 AM |
| Project Title | Design Activities are Limited to: Design of Rehabilitation of Bridge Structure and Permitting |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Allegheny 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 | $500,000 to $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: This is a partial Design Build bridge project. Design activities are limited to: Design of rehabilitation of bridge structure and permitting For the bridge rehabilitation, guide rail, barrier and sidewalk, pavement marking, and other miscellaneous construction, all within a length of 514.98 linear feet (0.097 miles) as indicated on the approved drawings included in the bid package for STATE ROUTE 2075, SECTION A10 (Logans Ferry Road), in ALLEGHENY and WESTMORELAND COUNTIES, CITY OF LOWER BURRELL and BOROUGH OF PLUM, Commonwealth of Pennsylvania. This project being situated as follows: From a point approximately 30 feet south of Columbia Road at Segment 0190 Offset 2006 (Station 20+00) to a point approximately 550 feet south of the intersection with Greensburg Road at Segment 0010 Offset 0277 (Station 3+50). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0004 Cubic Yard 74.000 01 n c1 Class 1b Excavation 0311-0428 Square Yard 228.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 7" Depth 0350-0106 Square Yard 140.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0481 Square Yard 613.000 01 n f 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-e 0411-6400 Square Yard 228.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 3" Depth 0460-0001 Square Yard 1,068.000 01 n f4 Bituminous Tack Coat 0491-0019 Square Yard 385.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 94 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 0619-0470 Each 3.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-1600 Linear Foot 413.000 01 n j Type 31-s Guide Rail 4643-0001 Linear Foot 320.000 01 n Yes j1 Std Temporary Concrete Barrier, Structure Mounted Modified 4644-0001 Linear Foot 240.000 01 n Yes j1 Std Temporary Concrete Barrier, Structure Mounted, Reset Modified 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0696-0600 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 2 0697-0600 Each 2.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 2 4802-0001 Cubic Yard 27.000 01 n Yes c1, m Std Topsoil Furnished And Placed Modified 4804-0001 Pound 10.000 01 n Yes m3 Std Seeding And Soil Supplements - Formula b, Including Mulch Modified 0845-0001 Dollar 2,000.000 $1.0000 $2,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0860-0002 Each 3.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 365.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 105.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 105.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 500.000 01 n q, r Additional Traffic Control Signs 4901-0331 Linear Foot 1,025.000 01 n Yes o Std 6" Standard Pavement Markings, Paint & Beads, White Modified 4901-0334 Linear Foot 48.000 01 n Yes o Std 24" Standard Pavement Markings, Paint & Beads, White Modified 0901-0702 Each 1.000 01 n p, q Temporary Traffic Signals (Portable Only) 0901-0712 Each 1.000 01 n p, q Temporary Traffic Control Signal Reset (Portable Only) 0937-0113 Each 14.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 4962-1001 Linear Foot 1,127.000 01 n Yes o Std 6" White Waterborne Pavement Markings Modified 4962-1005 Linear Foot 1,127.000 01 n Yes o Std 4" Yellow Waterborne Pavement Markings Modified 0963-0001 Square Foot 550.000 01 n o2, o3 Pavement Marking Removal 5018-0050 Lump Sum 1.000 11 n Yes t1 Proj Removal Of Portion Of Existing Bridge Modified 8216-0001 Lump Sum 1.000 02 n x Std Design Of Rehabilitation Of Bridge Structure (As-Designed Foundation Provided), s-37064 8260-0001 Lump Sum 1.000 11 n s2 Std Construction Of Rehabilitation Of Bridge Structure, s-37064 8910-0001 Lump Sum 1.000 02 n x Std Permits For Design-Build Projects 9000-0001 Dollar 10,000.000 $1.0000 $10,000.00 01 y s2 Proj Unforeseen Structural Repairs, s-37064 9000-0003 Each 1.000 01 n m2 Proj Concrete Washout 9000-0012 Linear Foot 52.000 01 n g4 Std Sawcutting Of Existing Pavement 9000-0026 Square Yard 142.000 01 n f, f1 Std Bituminous Driveway Adjustment 9000-0250 Dollar 1,000.000 $1.0000 $1,000.00 01 y c1, p8 Std Locate Existing Underground Facilities 9000-0605 Set 1.000 01 n x Std Safety Harnesses And Double Lanyards, Fall Protection 9000-9015 Dollar 1,500.000 $1.0000 $1,500.00 01 y j3 Std Repair Temporary Impact Attenuating Device | ||||||||||||||||||||
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 Engineered Spec Sheet  Architectural Plans  Other Documents |
