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Last Updated | 12/13/2019 05:14 AM |
Project Title | T-331 East Pittman Road Bridge |
Physical Address | View project details and contacts |
City, State (County) | (Bedford, Fulton, Huntingdon Counties) |
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 | $1,000,000 to $2,499,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The project is for the rehabilitation of eleven local bridges Bedford, Fulton & Huntingdon County. The scope of work for this project includes removal of the existing bituminous decks, placement of composite decks, minor roadway approach work and other miscellaneous construction will be completed, as indicated on the approved drawings included in the bid package for State Route 7208, Section 331, in Fulton County, Bloomfield, Colerain, King and Monroe Townships at the locations indicated in the plan sets. 0203-0001 Cubic Yard 960.000 01** n c Class 1 Excavation 0206-0010 Ton 79.000 01** n c1 Select Granular Material (2rc) 0212-0014 Square Yard 2,926.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 17 y z Temporary Project Air Pollution Control 0311-0323 Square Yard 2,841.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0350-0106 Square Yard 2,853.000 01** n c, e Subbase 6" Depth (No. 2a) 0411-0393 Ton 565.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-g 0460-0003 Square Yard 12,242.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 582.000 01** n f4 Bituminous Prime Coat 4490-0001 Square Yard 1,610.000 02** n Yes c1, f3 Std Removal Of Existing Bituminous Surface Course Bridge 4515-0001 Linear Foot 584.000 02** n Yes g1, g4 Std Sawing And Sealing Of Bituminous Overlays Bridge 0608-0001 Lump Sum 1.000 01** n x Mobilization 0609-0007 Lump Sum 1.000 23 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 23 n x Std Equipment Package 0619-0459 Each 5.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 40.000 01** n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 13.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 3,883.000 11** n c1, j Remove Existing Guide Rail (Contractor`s Property) 4620-0504 Linear Foot 2,906.000 01** n Yes c1, j Std Remove Existing Guiderail (Township Property) 0620-0900 Each 29.000 01** n c1, j Remove Concrete Anchorage 0620-1125 Linear Foot 35.000 01 n j Type 2-Scc Guide Rail 0620-1600 Linear Foot 1,833.000 01** n j Type 31-s Guide Rail 0620-1625 Linear Foot 5,265.000 01** n j Type 31-Sc Guide Rail 0620-1650 Each 23.000 01** n j Type 31-Strong Post End Treatment 0686-0060 Lump Sum 1.000 01** n x Construction Surveying, Type d, Modified 0689-0003 Lump Sum 1.000 17 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 17 y x Internal Facilitation 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 17 y m2 Unforeseen Water Pollution Control 0867-0012 Linear Foot 1,191.000 01** n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01** n q Std Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 500.000 17 n q, r Additional Traffic Control Signs 0901-0330 Linear Foot 119.000 13 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0333 Linear Foot 321.000 13 n o 12" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 32.000 13 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0702 Each 1.000 13 n p, q Temporary Traffic Signals (Portable Only) 0962-1005 Linear Foot 976.000 11** n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 390.000 13 n o2, o3 Pavement Marking Removal 1001-0001 Cubic Yard 31.000 04** n s2 Class Aa Cement Concrete 1001-0960 Cubic Yard 293.000 02** n s9 Class Aaap Cement Concrete 1002-0053 Pound 44,514.000 02** n s7 Reinforcement Bars, Epoxy Coated 1002-0152 Each 66.000 14 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated 1002-0153 Each 4.000 14 n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated 1018-0050 Lump Sum 1.000 04 n t1 Std Removal Of Portion Of Existing Bridge 1018-0051 Lump Sum 1.000 06 n t1 Std Removal Of Portion Of Existing Bridge 1018-0052 Lump Sum 1.000 08 n t1 Std Removal Of Portion Of Existing Bridge 1018-0053 Lump Sum 1.000 10 n t1 Std Removal Of Portion Of Existing Bridge 1018-0054 Lump Sum 1.000 20 n t1 Std Removal Of Portion Of Existing Bridge 9000-0024 Dollar 100,000.000 $1.00 $100,000.00 01** y e, g Std Repair Of Detour Route 9000-0100 Square Yard 3,239.000 01** n f3 Proj Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Township (Delivered To Township) 9000-0105 Linear Foot 1,707.000 02** n s2, s9, t6 Std Silicone Joint Sealing Material 9000-0116 Linear Foot 100.000 14 n j Proj Remove And Replace Structure Mounted Guiderail 9000-0123 Linear Foot 719.000 02** n s2, s9, t6 Std Grouting Beam Joints 9000-0124 Linear Foot 1,076.000 02** n s2, s9, t6 Std Grouting Beam Joints, Partial Depth 9000-0125 Each 3,914.000 02** n s2, s7 Std Reinforcement Bar Anchor, No. 4 Bar 9000-0140 Square Foot 153.000 02** n g3, s2, s9 Std Beam Spall Repairs |
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