Beverly NC - 926-NRM17-15 Renovate Maint. Bldg. Project
Award Notice Posted
- Solicitation number
- VA78617R0598
- Agency
-
National Cemetery Administration
Department of Veterans Affairs
- Awarded
- to 3RD Contracting Corporation
- Set-aside
- Veteran-Owned Small Business
Opportunity facts
- Contract number
- VA78617C0211 Federal contract award
- NAICS code
- 236220 Commercial and Institutional Building Construction
- PSC
- Not on record
- Place of performance
- Beverly National Cemetery - 916 Bridgeboro Rd. Beverly, NJ 08010 08010 USA
Notice details come from SAM.gov. Updated .
Notice text
Project Location: BEVERLY NATIONAL CEMETERY
Project Title: Renovate Maintenance Building
Project Control #: 926-NRM17-15
Statement of Work Summary:
Contractor shall furnish all tools, labor, materials, equipment, services, and professional design services to perform work described below, in other specification sections, and on the drawings at Beverly National Cemetery.
A. General
1. Contractor is strongly encouraged to survey the project area prior to bidding to adequately understand the full scope of work and all requirements. Contractor is required to submit any questions or clarifications prior to bid. A bid submitted will be taken as agreement that the work shall be performed to meet the requirements herein based on the existing conditions in the field.
2. The contractor shall submit submittals including shop drawings and any other specification requirements to the field COR and Project Engineer for review and approval prior to fabrication/installation. Submittals approved by the owner (VA/NCA) are required prior to starting on the corresponding work.
3. For all invoice requests, the contractor shall submit a draft invoice/payment request concurrently to the field COR and the Project Engineer for dual approval. Only when the field COR and the Project Engineer approve of the draft invoice may it then be formally submitted for payment.
B. Specific Work Items.
1. Maintenance Building (approximately 75 x30 ):
a. Demolish entire roof including sheathing, eaves, and flashing. Check structural framing below sheathing once removed and advise of any issues. Remove organics and trim back trees. See 926-NRM17-15-002, details 1-3 for more information. Install new sheathing and roofing; EPDM where low pitched and asphalt shingle in higher pitched area. New insulation is NOT required. Install new wood eaves to match existing. Install new aluminum flashing, in dark bronze color to match the new gutters. Remove existing gutters and supports. Building has a combination of aluminum gutters and copper gutters. Install new dark bronze colored aluminum gutters (5 size) to replace all gutter locations. All new products shall match existing colors.
b. Refinish existing windows inside and outside, 2 which are steel and 8 which are wood. Sizes vary; verify in field. Refinish windows in place, or remove if necessary. See drawings for pictures of several windows for reference. Note 2 windows along the east side of the building have difficult access due to close proximity to a fence. Note windows have interior manual locks which are to be lubricated prior to final acceptance. All existing windows are historical and therefore cannot be replaced with new.
1. Wood windows: Strip off the existing lead paint, abate per specifications. Strip off the existing sealant and putty which contains asbestos, abate per specifications. Prepare and patch the existing wood using wood consolidant, wood-patching compound (epoxy), and in accordance with specification 099100. Prepare the existing metal components. Paint the existing wood (and metal components) in accordance with specification 099100.
2. Steel windows: Strip off the existing lead paint, abate per specifications. Strip off the existing sealant and putty which contains asbestos, abate per specifications. Prepare and patch the existing steel in accordance with specification 099100. Prepare the existing metal components. Paint the existing steel windows (and metal components) in accordance with specification 099100.
c. Refinish existing exterior doors and frames. There are 3 single doors and 1 double door. Existing doors, frames have lead paint which shall be abated as part of the work. Verify dimensions in the field. See drawings for pictures of several doors for reference, such as 926-NRM17-15-002, detail 1. Prepare and patch the existing wood using wood consolidant, wood-patching compound (epoxy), and in accordance with specification 099100. Prepare the existing metal components. Paint the existing wood (and metal components) in accordance with specification 099100.
d. Demolish existing garage doors and frames. There are 4 garage doors and all are approximately 10 x10 . Verify sizes in field. Existing garage doors and frames have lead paint which shall be abated as part of the demolition of the garage doors. Install new manually operated aluminum garage doors and frames. Note one garage door has a window air conditioning unit which shall be demolished. Note garage doors are spring-load operated and care should be taken in their demolition to avoid damage to persons or building. New garage doors shall match existing in appearance, window configuration, panel configuration, and color.
e. Demolish and reinstall structural brick wall on the entire north side of the building, and portion of the west wall. The north side includes a chimney. Contractor shall submit a structural drawing signed and sealed by a professional civil engineer showing the plan, construction details, temporary support, and work to be performed to renovate this failing section of structural brick wall. Work shall include temporary support of the existing building such that no adverse effects are caused. See 926-NRM17-15-003, details 1-2 for pictures of portions of this work. See 926-NRM17-15-003 detail 6 for the specifically denoted sides/portions of the wall for repair. Detail, survey and remove and reinstall any work installed on the wall as required for new work. This existing work includes but is not limited to: electrical feeds, electrical service, mechanical piping, existing light wallpack.
f. Exterior lighting. Run new circuit to all exterior fixtures. Install a new photocell on this circuit such that the new fixtures only run when it is dark. New conduit on the exterior shall be rigid; new conduit on the interior shall be EMT. See specifications for more in depth requirements. Demolish all existing circuits and conduit for existing exterior lighting to make room for new circuit needed for new work.
(1 location) Existing modern wallpack fixture to be removed and reinstalled as needed for the structural brick work.
(2 locations) Install two (2) new LED wallpack light fixtures. Fixtures shall be minimum: 70W consumption, 375W equivalent output, 5000K temperature, 6000 Lumens, outdoor rated, waterproof, and UL listed. Locations are to be generally above the garage doors shown on drawing 926-NRM17-15-002 detail 1. Coordinate exact locations with COR.
(1 location) Rework existing light fixture shown in 926-NRM17-15-003 detail 4. Install new bulb holder, bulb, and wiring within the fixture. Repaired fixture performance to be minimum 70W consumption, 375W equivalent output, 5000K temperature, 6000 Lumens, outdoor rated, waterproof, and UL listed.
(2 locations) Rework existing light fixture shown in 926-NRM17-15-003 detail 5. Install new bulb holder and wiring within the fixture. Repaired fixture performance to be minimum 70W consumption, 375W equivalent output, 5000K temperature, 6000 Lumens, outdoor rated, waterproof, and UL listed.
g. At the existing electrical panel, install a new ground conductor to the exterior and install a ground rod. Demolish old grounding.
h. Utilize and install the existing approximately 15 flagpole in place of the POW memorial flagpole currently on the site. Coordinate location with COR. Provide a foundation design signed/sealed by a professional engineer. Foundation shall be subsurface, and composed of reinforced concrete.
SPECIFICATION SECTIONS:
01 00 02 General Requirements
01 33 23 Shop Drawings, Product Data, and Samples
01 42 19 Reference Standards
01 45 29 Testing Lab Services
01 74 19 Construction Waste Management
02 41 10 Demolition and Site Clearing
028213.21 Asbestos Abatement
028333.13 Lead-Based Paint Removal And Disposal
03 30 00 Cast-In-Place Concrete
04 05 13 Masonry Mortaring
04 05 31 Masonry Tuckpointing
04 20 00 Unit Masonry
05 50 00 Metal Fabrications
06 10 00 Rough Carpentry
07 22 00 Roof and Deck Insulation
07 31 13 Asphalt Shingles
07 53 23 EPDM Roofing
07 60 00 Flashing and Sheet Metal
08 33 00 Coiling Doors and Grilles
09 91 00 Painting
26 05 11 Requirements For Electrical Installations
26 05 21 Low-Voltage Electrical Power Conductors And Cables (600 Volts And Below)
26 05 26 Grounding And Bonding For Electrical Systems
26 05 33 Raceway And Boxes For Electrical Systems
26 56 00 Exterior Lighting
31 20 11 Earth Moving (Short Form)
DRAWINGS:
926-NRM17-15-001
926-NRM17-15-002
926-NRM17-15-003
Pre-Bid Site Visit: Bidders are strongly urged to inspect, site investigate by observation, and Request for Information (RFI) and responses through the Contracting Office to satisfy their understanding of the work to be done, all general, local and technical conditions that may affect the cost and the feasibility of their proposal. In no event shall failure to inspect the site constitute grounds for a claim after award. Visitors planning to conduct a site visit shall contact the Cemetery Director to make arrangements:
Cemetery POC(s):
Gregory Whitney, Washington Crossing National Cemetery Director (Beverly is a satellite cemetery of Washington Crossing), 215-504-5610 or Gregory.Whitney@va.gov
Technical POC:
Rico Silvetti, North Atlantic District (NAD) Engineer....... (215) 381-3787 x4050 or rico.silvetti@va.gov
PRICE SCHEDULE
DESCRIPTION QTY UNIT TOTAL PRICE
Base Bid: Contractor shall provide all labor, tools, materials, equipment, and supervision necessary to perform all work detailed above, in specifications, and drawings at the Beverly National Cemetery.
One (1) - JOB $ _____________
Duration: Term of the contract shall be one hundred and eighty days (180 days) from date of award. The Contractor shall complete all work within 180 calendar days after receipt of Notice of Award, subject to all terms, conditions, provisions and schedules of the contract. Contractor shall perform work in the spring after evening temperatures are sustained above freezing.
(END OF PRICE SCHEDULE)
Files
| File | Type | Posted |
|---|---|---|
| VA786-17-R-0598-A00002001.pdf | ||
| VA786-17-R-0598-A00002000.docx | DOCX document | |
| VA786-17-R-0598-A00001000.docx | DOCX document | |
| VA786-17-R-0598-A00001001.pdf | ||
| VA786-17-R-0598-004.pdf | ||
| VA786-17-R-0598-001.docx | DOCX document | |
| VA786-17-R-0598-003.pdf | ||
| VA786-17-R-0598-002.pdf | ||
| VA786-17-R-0598-000.docx | DOCX document |
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