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Last Updated 04/10/2020 03:37 AM
Project Title

Bridge Demand MTC 12, 20

Physical Address View project details and contacts
City, State (County) (Allegheny, Beaver, Lawrence Counties)
Category(s) Heavy and Highway
Sub-Category(s) Shoreline/Erosion/Drainage
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 of the project is as follows: For the Department Force Box Culvert Replacement, all within a length of 115 linear feet (0.022 miles) as indicated on the approved drawings included in the bid package for SR 0956 Section L13 (Neshannock Falls Road over Neshannock Falls Creek), from Station 370+67 to Station 371+82, in lawrence county, wilmington township, Commonwealth of Pennsylvania. For the Wingwall replacement all within a length of 500.00 linear feet (0.095 miles) as indicated on the approved drawings included in the bid package for SR0018 Section B68 (Fourth Avenue over Tributary of Wallace Run), from Station 398+00 to Station 403+00, in Beaver county, big beaver borough, Commonwealth of Pennsylvania. Bridge demand maintenance of various structure types including but not limited to structural steel repairs, concrete deck repairs, concrete substructure repairs, bearing repairs, replacement or construction of unforeseen structures, embankment repair and stabilization, and other miscellaneous construction, all as indicated on the drawings approved for various state routes and sections in Allegheny, Beaver, and Lawrence Counties. 0204-0001 Cubic Yard 500.000 01** n c1, h Class 2 Excavation 0204-0100 Cubic Yard 269.000 11 n c1, s1, t1 Class 3 Excavation 0205-0264 Cubic Yard 150.000 01** n c1 Selected Borrow Excavation Rock, Class r-4 0205-0267 Cubic Yard 250.000 01** n c1 Selected Borrow Excavation Rock, Class r-7 0212-0001 Linear Foot 15.000 11 n c3, h, m2 Geotextile, Class 1 0311-0332 Square Yard 33.000 11 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 9" Depth 0350-0106 Square Yard 33.000 11 n c, e Subbase 6" Depth (No. 2a) 0411-0482 Square Yard 33.000 11 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-h 0411-6480 Square Yard 33.000 11 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 3 1/2" Depth 0460-0001 Square Yard 66.000 11 n f4 Bituminous Tack Coat 4608-0001 Lump Sum 1.000 10** n Yes x Proj Mobilization Modified 4608-0011 Dollar 5,000.000 $1.00 $5,000.00 01** y Yes x Std Pennsylvania Turnpike Insurance Custom Modified 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01** y x Internal Facilitation 0703-0025 Cubic Yard 1.000 11 n c1, h No. 57 Coarse Aggregate 0901-0001 Lump Sum 1.000 11 n q Maintenance And Protection Of Traffic During Construction 4901-0100 Day 100.000 01** n Yes q Proj Shadow Vehicle Modified 4901-0204 Day 100.000 01** n Yes q Proj Arrow Panel Modified 4901-0231 Day 250.000 01** n Yes q Proj Additional Warning Lights, Type b Modified 4901-0232 Day 250.000 01** n Yes q Proj Additional Warning Lights, Type c Modified 4901-0240 Square Foot 1,000.000 01** n Yes q, r Proj Additional Traffic Control Signs Modified 1001-0001 Cubic Yard 16.000 11 n s2 Class Aa Cement Concrete 1001-0010 Cubic Yard 44.000 11 n s2 Class a Cement Concrete 1001-0730 Cubic Yard 243.000 11 n c1, s4 Selected Borrow Excavation, Structure Backfill 5002-0052 Pound 5,000.000 01** n Yes s7 Proj Reinforcement Bars, Epoxy Coated Modified 1002-0053 Pound 2,762.000 11 n s7 Reinforcement Bars, Epoxy Coated 1003-0007 Each 2.000 11 n s2 Dowel Holes, 16" Depth 1003-0011 Each 58.000 11 n s2 Dowel Holes, 24" Depth 1018-0050 Lump Sum 1.000 11 n t1 Removal Of Portion Of Existing Bridge 1040-0002 Square Foot 100.000 01** n s9 Concrete Bridge Deck Repair, Type 2 5056-0100 Pound 2,500.000 01** n Yes t3 Proj Fabricated Structural Steel Modified 9000-0001 Hour 160.000 01** n s2 Proj Compressor, 100-300 c.f.m. With Minimum 300` Airhose, 3/4" And Minimum Of Two Pavement Breakers 9000-0002 Hour 200.000 01** n s2 Proj Miscellaneous Power Tools 9000-0003 Hour 200.000 01** n s2 Proj 5000 Watt Generator With Small Hand Tools 9000-0004 Hour 60.000 01** n s2 Proj Drop Deck 2 Axle, 50 Ton Capacity With 100,000 Gvw Tractor 9000-0005 Hour 160.000 01** n s2 Proj 60` Reach Under Bridge Snooper Crane 9000-0006 Hour 200.000 01** n s2 Proj Hydraulic Excavator, Truck Or Crawler Mounted, 20 Mt, 1 1/4 Cy Bucket And Attachments 9000-0007 Hour 60.000 01** n s2 Proj 60` Vertical Reach Manlift 9000-0008 Hour 200.000 01** n c1 Proj Single Axle Dump Truck, 5 Cy Capacity 9000-0009 Hour 500.000 01** n s2 Proj 3/4 Ton Pickup Truck 9000-0010 Hour 50.000 01** n s2 Proj 400 Amp Arc Welder 9000-0011 Dollar 400,000.000 $1.00 $400,000.00 01** y s2 Proj Unforeseen Equipment, Labor And Materials 9000-0012 Hour 32.000 01** n s2 Proj Compressor, 100-300 c.f.m. With Minimum 300` Airhose, 3/4" And Minimum Of Two Pavement Breakers - Standby 9000-0013 Hour 40.000 01** n s2 Proj 5000 Watt Generator With Small Hand Tools - Standby 9000-0014 Hour 12.000 01** n s2 Proj Drop Deck 2 Axle, 50 Ton Capacity With 100,000 Gvw Tractor - Standby 9000-0015 Hour 32.000 01** n s2 Proj 60` Reach Under Bridge Snooper Crane - Standby 9000-0016 Hour 40.000 01** n s2 Proj Hydraulic Excavator, Truck Or Crawler Mounted, 20 Mt, 1 1/4 Cy Bucket And Attachments - Standby 9000-0017 Hour 12.000 01** n s2 Proj 60` Vertical Reach Manlift - Standby 9000-0018 Hour 40.000 01** n s2 Proj Single Axle Dump Truck, 5 Cy Capacity - Standby 9000-0019 Hour 100.000 01** n s2 Proj 3/4 Ton Pickup Truck - Standby 9000-0020 Foot Board Meas 10,000.000 01** n s2 Proj Lumber 9000-0021 Hour 4,000.000 01** n s2 Proj Laborer - Regular Time 9000-0022 Hour 1,000.000 01** n s2 Proj Laborer - Premium Time 9000-0023 Hour 750.000 01** n s2 Proj Foreman - Regular Time 9000-0024 Hour 250.000 01** n s2 Proj Foreman - Premium Time 9000-0025 Hour 500.000 01** n s2 Proj Carpenter - Regular Time 9000-0026 Hour 50.000 01** n s2 Proj Carpenter - Premium Time 9000-0027 Hour 50.000 01** n s2 Proj Welder - Regular Time 9000-0028 Hour 10.000 01** n s2 Proj Welder - Premium Time 9000-0029 Hour 100.000 01** n s2 Proj Cement Finisher - Regular Time 9000-0030 Hour 100.000 01** n s2 Proj Cement Finisher - Premium Time 9000-0031 Hour 200.000 01** n s2 Proj Flagger - Regular Time 9000-0032 Hour 20.000 01** n s2 Proj Flagger - Premium Time 9000-0033 Hour 20.000 01** n s2 Proj Iron Worker - Regular Time 9000-0034 Hour 20.000 01** n s2 Proj Iron Worker - Premium Time 9000-0035 Hour 250.000 01** n s2 Proj Operator - Regular Time 9000-0036 Hour 50.000 01** n s2 Proj Operator - Premium Time 9000-0038 Hour 80.000 01** n s2 Proj Tri-Axle Dump Truck, 15 Cy Capacity 9000-0039 Hour 16.000 01** n s2 Proj Tri-Axle Dump Truck 15 Cy Capacity - Standby 9000-0040 Lump Sum 1.000 01** n q, r Proj Required Traffic Control Devices 9000-0042 Dollar 35,000.000 $1.00 $35,000.00 01** y q Proj Unforeseen Traffic Control 9000-0043 Day 20.000 01** n q Proj Arrow Panel, Pennsylvania Turnpike Right Of Way 9000-0044 Day 40.000 01** n p8, q Proj Full Matrix Changeable Message Sign With Telecommunications And Radar 9000-0045 Day 500.000 01** n q Proj Additional Channelizing Device 9000-0049 Day 50.000 01** n q Proj Trailer-Mounted Portable Traffic Control Signal 9000-0050 Hour 120.000 01** n s2 Proj Walk-Behind Track Loader 9000-0051 Hour 160.000 01** n p8, q Proj Portable Light Towers 9000-0052 Hour 80.000 01** n s2 Proj 40 Ton Crane And Grapple 9000-0053 Hour 24.000 01** n s2 Proj Walk-Behind Track Loader - Standby 9000-0054 Hour 16.000 01** n s2 Proj 40 Ton Crane And Grapple - Standby 9000-0091 Lump Sum 1.000 11 n c, g, g1 Proj Approach Slab Removal And Reconstruction 9000-1001 Set 1.000 11 n x Std Safety Harnesses, Double Lanyards & Self Retracting Lifelines, Fall Protection 9000-1200 Dollar 25,000.000 $1.00 $25,000.00 11 y s2 Proj Unforeseen Bridge Repairs 9000-2001 Linear Foot 51.000 10 n s4 Proj 10`-0" x 5`-0" Precast Reinforced Concrete Box Culvert Segments - Bms #37-0956-0110-0000 9000-2002 Each 4.000 10 n s4 Proj Precast Reinforced Concrete Wingwall Sections - Bms# 37-0956-0110-0000 9000-9001 Cubic Foot 100.000 01** n g1, g3 Proj Repair Deteriorated Concrete - As Directed 9000-9002 Cubic Foot 1.000 11 n g1, g3 Proj Repair Deteriorated Concrete 9000-9011 Dollar 10,000.000 $1.00 $10,000.00 01** y x Std Off-Duty Uniformed Police Officer 9073-0002 Lump Sum 1.000 01** n v2 Std Disposal Of Bridge Waste For Unplanned Sites 9077-0002 Lump Sum 1.000 01** n v2 Std Worker Health And Safety For Unplanned Sites 9203-1101 Lump Sum 1.000 11 n c1, s5 Std Temporary Excavation Support And Protection System

Details

Division 31 - Earthwork, Erosion and Sedimentation Controls.
Division 33 - Utilities, Storm Drainage Utilities, Culverts, Ponds and Reservoirs.
Division 35 - Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.

Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents