DES Station 400 Renovations

Agency: Queen Anne County
State: Maryland
Type of Government: State & Local
NAICS Category:
  • 236220 - Commercial and Institutional Building Construction
Posted Date: May 1, 2026
Due Date: May 28, 2026
Solicitation No: BPM056778
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Contact information: Please Login to View Page
Bid Documents: Please Login to View Page
Bid Number: BPM056778
Bid Title: DES Station 400 Renovations
Category: Public Works
Status: Open
Description:

The Work consists of the removal and replacement of existing exterior metal wall panels, installation of a metal-over-metal retrofit roof system, interior wall panel system, exhaust fan and appurtenant components including, but not limited to, fiberglass insulation, flashing and trim, and gutters and downspouts upon an existing steel frame emergency services structure. Site work in the form of minor grading, drainage improvements, and placement of concrete pavement is also involved. Owing to the critical nature of the facility, certain scheduling, means and methods of construction will be subject to coordination with and approval by the Owner. The Work is more fully described and detailed in the contract documents. Refer to the Bid Documents for a complete description of work.

Publication Date/Time:
5/1/2026 12:00 AM
Closing Date/Time:
5/28/2026 3:00 PM
Pre-bid Meeting:
5/14/2026 @ 2:00 PM
Contact Person:
Eric Miller
410-758-0920 ext 4164
emiller@qac.org
Miscellaneous:
Bidders are strongly encouraged to attend and register at the on-site Pre-Bid
Meeting to be held on Thursday, May 14, 2026 @ 2:00 PM on-site at the Queen Anne’s County Department of Emergency Services (DES) Station 400 located at 302 Safety Drive, Centreville, Maryland 21617. Site inspection outside of the Pre-Bid Meeting may be possible, but would need to be scheduled and approved in advance by contacting the Department of Public Works at (410) 758-0925.
Related Documents:

Attachment Preview

QUEEN ANNE'S COUNTY DEPARTMENT OF PUBLIC WORKS - STATION 400 RENOVATIONS
SECTION 02 41 19
SELECTIVE DEMOLTION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Demolition and removal of selected portions of building or structure.
2. Demolition and removal of selected site elements.
3. Salvage of existing items to be reused or recycled.
1.2 DEFINITIONS
A. Remove: Detach items from existing construction and dispose of them off-site unless indicated
to be salvaged or reinstalled.
B. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise
indicated to be salvaged or reinstalled.
C. Dismantle: To remove by disassembling or detaching an item from a surface, using gentle
methods and equipment to prevent damage to the item and surfaces; disposing of items unless
indicated to be salvaged or reinstalled.
1.3 MATERIALS OWNERSHIP
A. Unless otherwise indicated, demolition waste becomes property of Contractor.
B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and
their contents, commemorative plaques and tablets, and other items of interest or value to Owner
that may be uncovered during demolition remain the property of Owner.
1. Carefully salvage in a manner to prevent damage and promptly return to Owner.
1.4 PREINSTALLATION MEETINGS
A. Predemolition Conference: Conduct conference at Project site.
1. Inspect and discuss condition of construction to be selectively demolished.
2. Review structural load limitations of existing structure.
3. Review and finalize selective demolition schedule and verify availability of materials,
demolition personnel, equipment, and facilities needed to make progress and avoid delays.
4. Review requirements of work performed by other trades that rely on substrates exposed by
selective demolition operations.
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RENOVATIONS QUEEN ANNE'S COUNTY DEPARTMENT OF PUBLIC WORKS - STATION 400
5. Review areas where existing construction is to remain and requires protection.
1.5 INFORMATIONAL SUBMITTALS
A. Qualification Data: For refrigerant recovery technician.
B. Schedule of Selective Demolition Activities: Indicate the following:
1. Detailed sequence of selective demolition and removal work, with starting and ending dates
for each activity. Ensure Owner's on-site operations are uninterrupted.
2. Interruption of utility services. Indicate how long utility services will be interrupted.
3. Coordination for shutoff, capping, and continuation of utility services.
4. Use of elevator and stairs.
5. Coordination of Owner's continuing occupancy of portions of existing building and of
Owner's partial occupancy of completed Work.
C. Predemolition Photographs or Video: Show existing conditions of adjoining construction,
including finish surfaces, that might be misconstrued as damage caused by salvage and demolition
operations. Comply with Section 013233 "Photographic Documentation." Submit before Work
begins.
D. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician responsible for
recovering refrigerant, stating that all refrigerant that was present was recovered and that recovery
was performed according to EPA regulations. Include name and address of technician and date
refrigerant was recovered.
E. Warranties: Documentation indicating that existing warranties are still in effect after completion
of selective demolition.
1.6 CLOSEOUT SUBMITTALS
A. Inventory: Submit a list of items that have been removed and salvaged.
1.7 QUALITY ASSURANCE
A. Refrigerant Recovery Technician Qualifications: Certified by an EPA-approved certification
program.
1.8 FIELD CONDITIONS
A. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far
as practical.
1. Before selective demolition, Owner will remove the following items:
a. <Insert items to be removed by Owner>.
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QUEEN ANNE'S COUNTY DEPARTMENT OF PUBLIC WORKS - STATION 400 RENOVATIONS
B. Notify Architect of discrepancies between existing conditions and Drawings before proceeding
with selective demolition.
C. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.
1. If suspected hazardous materials are encountered, do not disturb; immediately notify
Architect and Owner. Hazardous materials will be removed by Owner under a separate
contract.
D. Storage or sale of removed items or materials on-site is not permitted.
E. Utility Service: Maintain existing utilities indicated to remain in service and protect them against
damage during selective demolition operations.
1. Maintain fire-protection facilities in service during selective demolition operations.
1.9 WARRANTY
A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged
during selective demolition, by methods and with materials and using approved contractors so as
not to void existing warranties. Notify warrantor before proceeding. Existing warranties include
the following:
1. Roof Warranty.
B. Notify warrantor on completion of selective demolition, and obtain documentation verifying that
existing system has been inspected and warranty remains in effect. Submit documentation at
Project closeout.
1.10 COORDINATION
A. Arrange selective demolition schedule so as not to interfere with Owner's operations.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning
selective demolition. Comply with hauling and disposal regulations of authorities having
jurisdiction.
B. Standards: Comply with ANSI/ASSP A10.6 and NFPA 241.
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RENOVATIONS QUEEN ANNE'S COUNTY DEPARTMENT OF PUBLIC WORKS - STATION 400
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that utilities have been disconnected and capped before starting selective demolition
operations.
B. Review Project Record Documents of existing construction or other existing condition and
hazardous material information provided by Owner. Owner does not guarantee that existing
conditions are same as those indicated in Project Record Documents.
C. Verify that hazardous materials have been remediated before proceeding with building demolition
operations.
3.2 PREPARATION
A. Refrigerant: Before starting demolition, remove refrigerant from mechanical equipment
according to 40 CFR 82 and regulations of authorities having jurisdiction.
3.3 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect
them against damage.
B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify,
disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to
be selectively demolished.
1. Arrange to shut off utilities with utility companies.
2. If services/systems are required to be removed, relocated, or abandoned, provide temporary
services/systems that bypass area of selective demolition and that maintain continuity of
services/systems to other parts of building.
3. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC
systems, equipment, and components indicated on Drawings to be removed.
a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap
or plug remaining piping with same or compatible piping material.
b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or
compatible piping material and leave in place.
c. Equipment to Be Removed: Disconnect and cap services and remove equipment.
d. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove
equipment and deliver to Owner.
e. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug
remaining ducts with same or compatible ductwork material.
3.4 PROTECTION
A. Temporary Protection: Provide temporary barricades and other protection required to prevent
injury to people and damage to adjacent buildings and facilities to remain.
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QUEEN ANNE'S COUNTY DEPARTMENT OF PUBLIC WORKS - STATION 400 RENOVATIONS
1. Provide protection to ensure safe passage of people around selective demolition area and
to and from occupied portions of building.
2. Provide temporary weather protection, during interval between selective demolition of
existing construction on exterior surfaces and new construction, to prevent water leakage
and damage to structure and interior areas.
3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are
exposed during selective demolition operations.
4. Cover and protect furniture, furnishings, and equipment that have not been removed.
5. Comply with requirements for temporary enclosures, dust control, heating, and cooling
specified in Section 015000 "Temporary Facilities and Controls."
B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as
required to preserve stability and prevent movement, settlement, or collapse of construction and
finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of
construction being demolished.
1. Strengthen or add new supports when required during progress of selective demolition.
C. Remove temporary barricades and protections where hazards no longer exist.
3.5 SELECTIVE DEMOLITION, GENERAL
A. General: Demolish and remove existing construction only to the extent required by new
construction and as indicated. Use methods required to complete the Work within limitations of
governing regulations and as follows:
1. Proceed with selective demolition systematically, from higher to lower level. Complete
selective demolition operations above each floor or tier before disturbing supporting
members on the next lower level.
2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting
methods least likely to damage construction to remain or adjoining construction. Use hand
tools or small power tools designed for sawing or grinding, not hammering and chopping.
Temporarily cover openings to remain.
3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring
existing finished surfaces.
4. Do not use cutting torches until work area is cleared of flammable materials. At concealed
spaces, such as duct and pipe interiors, verify condition and contents of hidden space before
starting flame-cutting operations. Maintain portable fire-suppression devices during flame-
cutting operations.
5. Maintain fire watch during and for at least <Four> hours after flame-cutting operations.
6. Maintain adequate ventilation when using cutting torches.
7. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and
promptly dispose of off-site.
8. Remove structural framing members and lower to ground by method suitable to avoid free
fall and to prevent ground impact or dust generation.
9. Locate selective demolition equipment and remove debris and materials so as not to impose
excessive loads on supporting walls, floors, or framing.
10. Dispose of demolished items and materials promptly. Comply with requirements in
Section 017419 "Construction Waste Management and Disposal."
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RENOVATIONS QUEEN ANNE'S COUNTY DEPARTMENT OF PUBLIC WORKS - STATION 400
B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal
operations to ensure minimum interference with roads, streets, walks, walkways, and other
adjacent occupied and used facilities.
C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling
during selective demolition. When permitted by Architect, items may be removed to a suitable,
protected storage location during selective demolition and reinstalled in their original locations
after selective demolition operations are complete.
3.6 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS
A. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain
and at regular intervals using power-driven saw, and then remove concrete between saw cuts.
B. Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain, using
power-driven saw, and then remove masonry between saw cuts.
C. Concrete Slabs-on-Grade: Saw-cut perimeter of area to be demolished, and then break up and
remove.
D. Resilient Floor Coverings: Remove floor coverings and adhesive according to recommendations
in RFCI's "Recommended Work Practices for the Removal of Resilient Floor Coverings." Do not
use methods requiring solvent-based adhesive strippers.
E. Roofing: Do Not Remove existing roofing.
3.7 DISPOSAL OF DEMOLISHED MATERIALS
A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved
construction and demolition waste landfill acceptable to authorities having jurisdiction, and
recycle or dispose of them according to Section 017419 "Construction Waste Management
and Disposal."]
1. Do not allow demolished materials to accumulate on-site.
2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces
and areas.
3. Remove debris from elevated portions of building by chute, hoist, or other device that will
convey debris to grade level in a controlled descent.
4. Comply with requirements specified in Section 01 74 19 "Construction Waste
Management and Disposal."
B. Burning: Do not burn demolished materials.
3.8 CLEANING
A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective
demolition operations. Return adjacent areas to condition existing before selective demolition
operations began.
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QUEEN ANNE'S COUNTY DEPARTMENT OF PUBLIC WORKS - STATION 400 RENOVATIONS
3.9 SELECTIVE DEMOLITION SCHEDULE
1. As noted on Drawings
END OF SECTION
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RENOVATIONS QUEEN ANNE'S COUNTY DEPARTMENT OF PUBLIC WORKS - STATION 400
THIS PAGE INTENTIONALLY LEFT BLANK
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QUEEN ANNE'S COUNTY DEPARTMENT OF PUBLIC WORKS - STATION 400 RENOVATIONS
SECTION 03 30 00
CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract apply to this Section.
1.2 SUMMARY
A. Section includes cast-in-place concrete, including formwork, reinforcement, concrete materials,
mixture design, placement procedures, and finishes.
B. Related Requirements:
1. Division 32 Section 32 05 23 "Concrete Sidewalks" for concrete pavement and walks.
1.3 DEFINITIONS
A. Cementitious Materials: Portland cement alone or in combination with one or more of the
following: blended hydraulic cement, fly ash, slag cement, other pozzolans, and silica fume;
materials subject to compliance with requirements.
B. W/C Ratio: The ratio by weight of water to cementitious materials.
1.4 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1. Before submitting design mixtures, review concrete design mixture and examine
procedures for ensuring quality of concrete materials. Require representatives of each
entity directly concerned with cast-in-place concrete to attend, including the following:
a. Contractor's superintendent.
b. Independent testing agency responsible for concrete design mixtures.
c. Ready-mix concrete manufacturer.
d. Concrete Subcontractor.
e. Special concrete finish Subcontractor.
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RENOVATIONS QUEEN ANNE'S COUNTY DEPARTMENT OF PUBLIC WORKS - STATION 400
2. Review special inspection and testing and inspecting agency procedures for field quality
control, concrete finishes and finishing, cold- and hot-weather concreting procedures,
curing procedures, construction contraction and isolation joints, and joint-filler strips,
semirigid joint fillers, vapor-retarder installation, anchor rod and anchorage device
installation tolerances, steel reinforcement installation, [methods for achieving specified
floor and slab flatness and levelness and concrete protection.
1.5 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when
characteristics of materials, Project conditions, weather, test results, or other circumstances
warrant adjustments.
1. Indicate amounts of mixing water to be withheld for later addition at Project site.
C. Steel Reinforcement Shop Drawings: Placing Drawings that detail fabrication, bending, and
placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar
diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing,
and supports for concrete reinforcement.
D. Construction Joint Layout: Indicate proposed construction joints required to construct the
structure.
1. Location of construction joints is subject to approval of the Architect.
E. Samples: For vapor retarder.
1.6 INFORMATIONAL SUBMITTALS
A. Qualification Data: For Installer, manufacturer & testing agency.
B. Welding certificates.
C. Material Certificates: For each of the following, signed by manufacturers:
1. Cementitious materials.
2. Admixtures.
3. Form materials and form-release agents.
4. Steel reinforcement and accessories.
5. Fiber reinforcement.
6. Curing compounds.
7. Floor and slab treatments.
8. Bonding agents.
9. Adhesives.
10. Vapor retarders.
11. Semirigid joint filler.
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