Similar Projects
Last Updated | 02/28/2020 04:55 AM |
Project Title | Bowmansville Rd/US 222 PM |
Physical Address | View project details and contacts |
City, State (County) | PA (Lancaster 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 | $1,000,000 to $2,499,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | This project consists of bridge preservation including deck repairs & overlay, minor superstructure & substructure repairs. Traffic control methods will consist of road closure with a detour on SR 1088/T-874 Bowmansville Road and short-term lane closure on SR 0222. The project also includes minor approach work and other miscellaneous construction, all as indicated on the approved drawings included in the Bid Package for State Route 1088, Section 001, In Lancaster County, Brecknock Township, from Segment 0010 Offset 0000 to Segment 0010 Offset 0270. Also included is Township Road T-874 from STA. 20+50.00 to STA. 27+00.00. Overall project length is 534.60 linear feet (0.101 mile). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0204-0100 Cubic Yard 46.000 20 n c1, s1, t1 Class 3 Excavation 0311-0323 Square Yard 44.000 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 44.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0384 Square Yard 517.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-m 0460-0001 Square Yard 561.000 01 n f4 Bituminous Tack Coat 0491-0019 Square Yard 475.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0606-0050 Set 2.000 01 n c1, k Grade Adjustment Of Existing Inlets 0608-0001 Lump Sum 1.000 06 n x Mobilization 0609-0007 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 0620-0010 Each 2.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 2.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 348.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 237.500 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 0627-3020 Linear Foot 888.000 07 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0686-0060 Lump Sum 1.000 01 n x Construction Surveying, Type d, Modified 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0696-0610 Each 2.000 07 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0811-0003 Linear Foot 200.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0901-0001 Lump Sum 1.000 07 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 100.000 07 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 1,001.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0962-1005 Linear Foot 1,001.000 01 n o 4" Yellow Waterborne Pavement Markings 1001-0001 Cubic Yard 20.000 20 n s2 Class Aa Cement Concrete 1001-0730 Cubic Yard 30.000 20 n c1, s4 Selected Borrow Excavation, Structure Backfill 1001-0960 Cubic Yard 11.000 20 n s9 Class Aaap Cement Concrete 1002-0053 Pound 4,191.000 20 n s7 Reinforcement Bars, Epoxy Coated 1003-0007 Each 174.000 20 n s2 Dowel Holes, 16" Depth 1018-0050 Lump Sum 1.000 20 n t1 Proj Removal Of Portion Of Existing Bridge 1019-0040 Square Yard 212.000 20 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Reinforced Concrete Substructure Surfaces) 1026-0016 Linear Foot 90.000 20 n t6 Neoprene Strip Seal Dam, (3 1/2" Movement) 1040-0002 Square Foot 454.000 20 n s9 Concrete Bridge Deck Repair, Type 2 1041-0001 Square Yard 1,009.000 20 n f3, s2 Scarification 1042-0002 Square Yard 1,009.000 20 n s3 Latex Modified Concrete Wearing Surface, 1 1/2" Depth 1056-0100 Pound 143.000 20 n t3 Fabricated Structural Steel 5070-0150 Lump Sum 1.000 20 n Req v Proj Painting Existing Structural Steel Using Organic Zinc Coating Systems 1090-0610 Cubic Foot 8.000 20 n s2 Proj Class a Cement Concrete Repairs 9000-0001 Square Yard 1,009.000 20 n s9 Proj Concrete Bridge Deck Surface Preparation Using Hydrodemolition 9000-0003 Linear Foot 60.000 01 n j2 Proj Remove And Reset Right-Of-Way Fence 9000-0024 Dollar 20,000.000 $1.00 $20,000.00 20 y s2 Proj Unforeseen Structural Steel Repairs 9000-0208 Each 2.000 01 n x Proj Mailbox Relocation 9042-0001 Cubic Yard 9.000 20 n s3 Proj Latex Modified Concrete Wearing Surface, Additional Depth 9044-0001 Square Yard 1,009.000 20 n s9 Proj Mechanically Grooving Bridge Latex Modified Concrete Deck Overlay Surface 9073-0001 Lump Sum 1.000 20 n v2 Std Disposal Of Bridge Waste 9075-0001 Lump Sum 1.000 20 n v2 Std Containment 9077-0001 Lump Sum 1.000 20 n v2 Std Worker Health And Safety 9090-0610 Lump Sum 1.000 20 n s2 Proj Modifications To Bridge Barrier Rail 9705-0103 Linear Foot 33.000 20 n t6 Proj Two-Part Rapid Cure Silicone Joint Sealant (Barrier Joints) |
||||||||||||||||||||
Details |
|
||||||||||||||||||||
Bidder's List | View project details and contacts | ||||||||||||||||||||
Prospective Bidders | View project details and contacts | ||||||||||||||||||||
Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |