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This Solicitation opportunity from Maryland was posted on July 30, 2024. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

MAA-CO-25-003: Concourse DE Patio Roof Leak Repair at BWI Thurgood Marshall Airport

Closed
BPM045585State & Local

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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Documents

7

MAA-CO-25-003 Addendum No. 3 - Concourse DE Patio Roof Leak Repair

PDF, High priority: read this firstamendment
High

MAA-CO-25-003 Addendum No. 4 - Concourse DE Patio Roof Leak Repair

PDF, High priority: read this firstamendment
High

MAA-CO-25-003 Concourse DE Patio Roof Leak Repair

PDF, High priority: read this firstrfb
High

MAA-CO-25-003 Concourse DE Patio Roof Leak Repair - Bid Forms

PDF, High priority: read this firstrfb
High

MAA-CO-25-003 Concourse DE Patio Roof Leak - No Bid Notice

DOCX, Low priorityno-bid-notice
Low

Pre-Bid Conference Response Form - MAA-CO-25-003

DOCX, Low prioritypresolicitation
Low

Site Inspection RSVP Form - MAA-CO-25-003

DOCX, Low priorityspecial-notice
Low

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Timeline

1 update
PhaseClosed
Posted

Solicitation

Deadline changed

Response deadline changed from Sep 11, 2024 to Oct 17, 2024.

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyMaryland Aviation Administration, PROCUREMENT CONSTRUCTION &MAINT
Contacts1 person available
OfficeN/A
Office AddressN/A
Contacts

Full Description

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The work under this contract includes, but is not limited to, replacement of six (6) roof drains along theexterior curtainwall of Concourse DE in the vicinity of the exterior patio area. The work, to be doneon the secure side of the airport from the apron, will require the removal of exterior metal panels at 5column bays to access the work, followed by removal of the existing drains and replacement with astainless steel sump collection box for each drain, continuously welded to the underside of the existingstainless steel gutter. Connection of the sump boxes to the existing pipe lateral, insulation of the stormpipe lateral and application of foamed-in-place spray insulation to fully encapsulate the sump box.Repair of water damaged FRT plywood in the area of the six drains, fabrication of one approximately8-foot long metal panel to replace an existing panel, and leak testing of the sump boxes andconnections to assure watertightness and reinstallation of the metal panels. 

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Miguel
Hillary
Keith Deutsch
Christine

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