Cape Cod Canal, Buzzards Bay, MA - Painting and Steel Repairs, Vertical Lift Railroad Bridge
ID: W912WJ25B0001Type: Solicitation
Overview

Buyer

DEPT OF DEFENSEDEPT OF THE ARMYW2SD ENDIST NEW ENGLANDCONCORD, MA, 01742-2751, USA

NAICS

Painting and Wall Covering Contractors (238320)

PSC

CONSTRUCTION OF RESTORATION OF REAL PROPERTY (PUBLIC OR PRIVATE) (Y1QA)
Timeline
    Description

    The U.S. Army Corps of Engineers, New England District, is soliciting bids for painting and steel repairs on the Vertical Lift Railroad Bridge at Cape Cod Canal in Buzzards Bay, Massachusetts. The project involves extensive preparation and application of a high-performance paint system, along with limited steel repairs, to ensure the structural integrity and functionality of the bridge, which is critical for both rail and marine traffic. This historic bridge, constructed in 1935, requires careful coordination with local rail services and marine traffic to maintain operations during the project, which is expected to last approximately 545 days and has an estimated value between $10 million and $25 million. Interested contractors should contact Brian Mannion at brian.t.mannion@usace.army.mil or Erin Bradley at ERIN.E.BRADLEY@USACE.ARMY.MIL for further details.

    Files
    Title
    Posted
    The document pertains to the Vertical Lift Railway Bridge over Cape Cod Canal at Buzzards Bay, Massachusetts, focusing on the operating machinery associated with the bridge's mechanisms. It includes detailed drawings and specifications for various components, such as machinery, operating systems, and related parts. Key sections detail the main sheaves, track materials, and general plans of the operating machinery. The file highlights the engineering standards and specifications required by the U.S. Army Corps of Engineers, emphasizing the critical quality and accuracy for all listed materials. Additionally, it outlines the assembly process, listing all necessary components, such as bolts, nuts, and gears, along with their respective standards and dimensional requirements. The comprehensive detail illustrates the project's complexity and underscores the importance of adherence to engineering norms for operational safety and effectiveness. This file is a critical reference for contractors involved in bridge construction and maintenance, framing the expectations from bidders in response to federal and local RFPs for infrastructure projects.
    The document details the architectural and engineering plans for the Vertical Lift Railway Bridge over the Cape Cod Canal at Buzzards Bay, Massachusetts. It includes a comprehensive index of sheets outlining original design drawings, elevations, topographical maps, and structural details relevant to the bridge's construction. Key sections cover the designs for main piers and abutments, lift span stress calculations, counterweight specifications, and machinery integration. The project, approved by the U.S. Army Corps of Engineers, emphasizes structural integrity and aligns with federal and local regulations for bridge engineering. Full structuring involves complex calculations for material requirements, including granite foundations and concrete usage, ensuring safety and durability for railway operations. The document's organized approach facilitates funding requests and grants, showcasing the plans’ alignment with government standards for infrastructural projects. Additionally, it considers environmental factors and geological assessments necessary for construction, highlighting its significance in maintaining infrastructure for public transportation. The detailed plans serve as the basis for bidding and procurement processes, making them crucial for construction stakeholders involved in state and local RFPs.
    The document outlines the erection plan for the Cape Code Railroad Bridge, detailing specific construction drawings and plans necessary for the installation of various components. It includes sections for the main counterweight boxes, south and north tower erection plans, a general plan, and several detailed diagrams related to machinery houses and structural reinforcements. Multiple plans (P1-P15) depict the construction phases and specifications, including track plans, adjustment details for assembly, and reinforcement strategies for the operational facilities. The document serves as a technical guideline aimed at facilitating the construction process in compliance with engineering standards. It conveys essential information regarding the erection strategies and structural details required for constructing and assembling the bridge and its components. The inclusion of abbreviations suggests that the audience is expected to have familiarity with construction terminology, indicative of its professional and technical context. Overall, the primary purpose is to provide a structured approach for teams engaged in the construction and erection of the bridge, ensuring clarity and precision in execution.
    The 2022 Routine Inspection report for the Buzzards Bay Vertical Lift Railroad Bridge outlines findings related to its mechanical and electrical operating systems, prepared by Wiss, Janney, Elstner Associates, Inc. The inspection, conducted from March 7-11 and April 8, 2022, revealed that mechanical systems were generally in fair condition, with significant issues identified at the lower span locks, where the north receivers had failed. Strain gage testing indicated increased imbalance in the span, necessitating adjustments. The report also highlighted concerns about lubrication, paint deterioration, and the need for various repairs and maintenance activities, such as replacing the lower span lock right-angle reducers and ensuring proper lubrication of counterweight ropes. On the electrical side, the systems were found to be in good operating condition, although some compliance issues were noted, such as missing arc flash hazard warnings. A malfunction during load bank testing of the emergency generator was also documented, indicating a need for further investigation. The report concludes with several recommendations for maintenance and repairs to enhance long-term functionality and ensure compliance with national electrical codes. Overall, the document serves to guide the necessary actions for the bridge's upkeep, emphasizing maintenance as key to reliable operation.
    The 2022 Routine Inspection Report for the Vertical Lift Railroad Bridge over the Cape Cod Canal, conducted by the US Army Corps of Engineers, reveals the bridge's overall condition remains stable since the last inspection in 2020. The inspection covered critical structural components on various elements like the substructure (rated good), superstructure (rated fair), and deck (rated good). Notable findings include localized deterioration in timber railroad ties and truss members, with some areas of arrested section loss and emerging corrosion. The deck presents minor to moderate wear, while the superstructure shows significant section loss in particular truss components, indicating an urgent need for repairs. The paint system, while mostly intact, shows signs of failure leading to localized corrosion. Additional maintenance recommendations include addressing deformities, updating load ratings, and preparing for comprehensive inspections in 2024. This report illustrates the structure’s ongoing maintenance needs and establishes a framework for future evaluations and funding requests, aligning with federal regulations for bridge safety and structural integrity management.
    The document consists of detailed shop drawings and plans related to the design and construction of a significant engineering project, likely involving tower structures and associated machinery. The file includes various sections numbering in the hundreds, detailing components such as grillages, bearing spans, lower tier and upper tier columns, counterweight systems, and machinery housing. The illustrations include plans for erection, layout of machinery, structural components, and specific design details for the operational machinery involved. Included are design specifications for multiple construction elements, such as lateral supports, sheaves, railings, and bracing details for both tower spans and the operational house. The drawings also incorporate previous engineering considerations, updates, and structural reinforcements as part of the machinery houses. This comprehensive array of plans establishes the groundwork for construction sequences and operational setup, demonstrating a methodical approach in engineering practice with a strong focus on providing clear guidance for contractors and engineers engaged in the project. Overall, the document serves as a critical reference for ensuring structural integrity and operational efficiency in the related construction activities.
    The U.S. Army Corps of Engineers, New England District, is set to undertake a project for painting and steel repairs on the Vertical Lift Railroad Bridge at Cape Cod Canal, Buzzards Bay, MA. Scheduled for proposal issuance in November 2024, this unrestricted project falls under the NAICS code 238320 and has an estimated cost between $10 million and $20 million, with a performance period of approximately 545 days. The project involves thorough blast cleaning and the application of a high-performance paint system to the bridge's steel work, along with limited steel repairs. It is crucial to maintain the bridge's function as it supports active rail traffic, with daily trains and specific operational needs during summer months. Coordination with the Massachusetts Bay Transportation Authority, Mass Coastal Railroad, and the Canal Marine Traffic Controller is essential. The solicitation details will be available online, with qualifications for bidders requiring access to SAM and PIEE sites to review and submit proposals. The contract specialist can be contacted via email for further inquiries, highlighting the structured approach to facilitate effective contractor engagement for this structured federal initiative.
    The document is a compilation of construction drawing sheets associated with a federal project involving detailed blueprints and specifications for a tower structure, likely a bridge or similar engineering feat. It encompasses various stages of planning, including shop drawings from 1935, original design drawings from 1934, operating machinery plans, and erection plans. The sheets outline specific components such as grillages, towers, columns, struts, counterweights, and machinery houses, showcasing the intricate design and structural elements necessary for the project's execution. Key details include systematic labeling for each sheet, highlighting major aspects like pier construction, counterweight mechanisms, and machinery installation, which demonstrate the engineering complexity involved. The document serves as a crucial reference for contractors and engineers involved in the construction and assembly, ensuring adherence to technical specifications and design parameters. This compilation reflects regulatory compliance and technical precision required in federal construction projects, indicating the document's purpose as an operational guideline within the framework of government RFPs and local grants pertaining to infrastructure development.
    The document titled "Structural Shop Drawings 1934" outlines an extensive array of structural components related to tower spans, grillages, and columns, primarily for Pier B and C. Each entry corresponds to specific drawing numbers detailing various elements such as grillages, bearing spans, floor beams, lateral and diagonal supports, and elevator guide systems. It includes tier columns, sway frames, and bracing structures necessary for tower stability and function. The use of abbreviations throughout facilitates reference to location, diagram types, elevation, and plate designations, suggesting a technical focus aimed at engineering professionals involved in construction or modification projects. Overall, the document serves as a technical guide, providing crucial schematics that would support government infrastructure projects, likely in context with federal or state RFPs for structural engineering and construction contracts.
    The document consists of a comprehensive list of structural shop drawings relating to a construction project, identified as "STRUCTURAL SHOP DRAWINGS 1934 #101 to 154." It details various components and features involved in the construction process, including locations, platforms, girder designs, machinery houses, operator's houses, and other structural elements. Each drawing is assigned a unique number and description, addressing specific parts such as the machinery support, roof structures, bracing, and railings. Notably, drawing #101 is missing, while the subsequent numbers (102-154) provide a systematic breakdown of vital structural elements necessary for the construction project. This document likely serves as a foundational reference for contractors and engineers involved in the project, ensuring that all structural components are clearly understood and accurately implemented during the construction phase. It emphasizes precise coordination and adherence to the design specifications critical in government contracts or grants related to infrastructure projects. Overall, the file demonstrates meticulous planning required in developing essential drawings for structural integrity and project execution.
    The document presents a comprehensive list of structural shop drawings related to a project, enumerating items numbered 51 to 100. Key drawings include structural elements such as railings, girders, platforms, and counterweights that contribute to the construction and operational integrity of towers and spans. It highlights various components like main counterweight boxes, sheave girders, and auxiliary structures, emphasizing details necessary for execution. Additionally, the drawings refer to location and elevation diagrams for specific components, ensuring clarity in construction. This document serves as a technical reference for contractors and engineers involved in the project, aligning with the federal government’s requirements in RFPs and grants by ensuring that structural details comply with safety and design standards. The systematic breakdown facilitates a thorough understanding of the structural framework required for the project, indicating the precision and specificity demanded in the construction industry.
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