Attachment 1 - SEW-20001-0J Seward Military Resort Repairs SOW 18 AUG 21.pdf
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- Attached to
- SEW-20001-0J Seward Military Resort Repairs
- Solicitation number
- W912D0-21-B-0002
About this file
This statement of work and related federal contract opportunity describe requirements for repairs and renovations at Seward Military Resort in Alaska. The contractor will replace decks on all lodging units, upgrade a handicapped accessible bathroom, add attic insulation, and repair or replace rotten logs. Additional requirements include adhering to safety and accessibility standards, coordinating work with property managers, and completing the project within 548 calendar days. The solicitation is a total small business set-aside for NAICS code 236220 issued by the Department of the Army with an estimated value between $500,000 and $1,000,000 to be awarded as a firm-fixed-price contract. Electronic bids are due by August 23, 2021.
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Statement of Work SEW-20001-0J Seward Military Resort Repairs
STATEMENT OF WORK
1. GENERAL:
1.1. Provide all materials, labor, and equipment to repair by replacement of decks to all lodging units, upgrade the handicap bathroom in building 611 to be wheelchair accessible, add attic insulation in the 100 and 400200 series motels, and repair or replace rotten logs at building 93 per this scope and the construction documents attached. Contractor shall verify on site all dimensions, sizes, and quantities prior to submitting a proposal.
1.2. Contractor shall comply with any current Operational Order which modifies or restricts access to Seward Military Resort.
1.3. The facility is available for laydown and work from Labor Day through Memorial Day.
Between Memorial Day and Labor Day, some work may be completed, but will need to be coordinated with Owner to facilitate times to complete work as this facility is in constant use during the summer months.
2. PROJECT REQUIREMENTS:
2.1. Refer to project drawings, specifications, and all contract documents and appendices.
2.2. Contractor shall take measures during construction to preserve and protect against damage all government and personal property. Property damaged during work shall be restored or replaced by contractor at no additional cost to Government. Contractor will ensure work site is secured daily after work for day is completed.
2.3. Work shall be completed in accordance with (IAW) all applicable, current codes, regulations, industry standards. In event of conflicting guidance the more stringent guidance will be followed; This includes but is not limited to: Applicable United Facilities Criteria (UFC), International Building Codes (IBC, IPC, IMC, IC), National Fire Protection Association
(NPA), American Standards Institute (ANSI), American Standards of Testing Materials
(ASTM), National Electrical Safety Code (NEC), Life Safety Code.
2.4. Contractor is responsible to repair all damaged finishes on the interior caused in the performance of their work.
2.5. DEMOLITION: Demolish, remove, and dispose of existing decks to lodging units and shower in handicap unit. The contractor shall protect the work area to prevent damage to other structures at all times. The contractor shall be fully responsible for repairs of damage created by failure to prevent damage during the entire construction period. All damaged or otherwise modified finishes must be repaired/terminated according to manufacturer’s/industry standards.
2.6. REPAIRS TO LODGING UNITS:
2.6.1. All decks shall be repaired by replacement. Replace in kind. Building 57 has a set of stairs leading to a door. These steps will be replaced with a proper deck that meets applicable code following construction design of all the replaced decks.
2.6.2. Decking components that are in contact with the ground or within 6 inches of the ground shall be ground-contact pressure treated lumber type UC4A. Decking components that are higher than 6 inches off the ground shall be type UC3B or greater. Structural components to be grade #2. Decking and railings shall be grade #1.
Decking to be painted with 2 coats latex, exterior, water-resistant deck paint. Paint color to match existing. Decking includes any wood members that are attached to deck that also support roof over deck. Support roof structure when these members are replaced. Decking to be screwed down with coated deck screws.
2.6.3. Metal Steps canto be reused. If reused, Steps shall be cleaned and recoated with zinc instant cold galvanizing. All replaced steps shall be metal steps. If steps cannot be reused or replacing a wooden step, steps shall be 1-1/2” depth diamond grated safety stairs, steel, galvanized, 14-gauge.
2.6.4. Metal Side Wire to be reused. Wire shall be cleaned and recoated with 2 coats latex, exterior, water-resistant paint for metal. Paint color to match existing.
2.6.5. Metal Hand Rails to be reused. Hand rails shall be stripped and recoated with 2 coats latex, exterior, water-resistant paint for metal. Paint to match existing colors.
2.6.6. Handicap ramps for the handicap accessible unit to follow all ADA guidelines.
Ramp to have wooden grade #2 ramp with 24”x6” 80-grit non-skid abrasive safety tape
2.6.6.2.6.6.1. Refinish logs using an EPA and VOC compliant Log Oil that is freeze/thaw stable that the handicap ramp for unit 611 is supported by.
2.6.7. Footings need existing hardware removed and concrete cut down below any deterioration. Replace with adjustable deck piers. Deck piers to be galvanized steel.may need to be replaced. 100 Footings allowed for replacement. COR and
Contractor shall determine together which footings shall be replaced based on condition.
2.6.8. Hardware such as lag bolts, hangers, fasteners, etc. shall all be replaced in kind with hot-dipped galvanized hardware.
2.6.7.2.6.8.1. Siding that is required to be removed to replace a hanger, remove and reaffix siding as necessary.
2.6.9. Attics in the 100 and 400200 series motel rooms need blown in fiberglass insulation that combined with current insulation meets or exceeds an R-value of R-38. Install fiberglass batt on access cover that meets or exceeds an R-value of R-38.
2.6.8.2.6.9.1. Cardboard baffles to be installed and permanently affixed per manufacturer’s instructions.
2.7. REPLACE AND REPAIR ROTTEN LOGS:
2.7.1. Rotten logs on building 93, Seabolt Hall, shall be repaired by replacement. Up to
200’ of rotten logs will be replaced with Sitka Spruce as identified between the contractor and COR. Work on the interior of the building is outside this scope of work. The soffits are outside the scope of work.
2.7.2. Strip existing finish on exterior logs on Seabolt Hall original structure.
2.7.3. Chink logs of original structure using an acrylic log home sealant applied per manufacturer’s instructions.
2.7.4. Refinish all logs of original structure using an EPA and VOC compliant Log Oil that is freeze/thaw stable.
2.7.4.2.7.5. Replace the 2 log columns directly in front of Seabolt Hall.
2.8. INSTALL WHEELCHAIR ACCESS SHOWER:
2.8.1. Remove existing shower in Townhouse 611.
2.8.2. Install fiberglass roll-in shower that meets ADA requirements for handicapped individuals, to include folding shower seat, grab bars, corner shelf with integrated grab bar, shower rod, and weighted curtain.
2.9. SITE COORDINATION:
2.9.1. Contractor is responsible for, in coordination with COR, working with owner to ensure units are not currently rented and available for work before proceeding.
2.10. Contractor Field Verify:
2.10.1. Contractor shall field verify all necessary building conditions and measurements prior to submitting bids, and submitting shop drawings.
3. SCHEDULE: Work shall commence no later than 10 days after receipt of Notice to Proceed
(NTP). All preconstruction requirements shall be completed NLT 15 days after NTP. Onsite construction may commence upon NTP, but shall start NLT 30 days after NTP. Construction shall be 100% complete no later than Period of Performance.
The Contractor’s Preliminary Schedule shall be submitted with the bid/proposal.
3.1. Notice To Proceed (NTP): The Contracting office shall issue NTP pending receipt of acceptable Bonding and Insurance documentation by the Contracting Office.
3.2. Period of Performance (POP): Pursuant to the Contractor’s schedule submitted at proposal, the project is expected to take 548 days from the start date to the end date. The Contractor’s proposed submitted schedule is subject to Government review and approval.
4. ATTACHMENTS/ENCLOSURES: In addition to the requirements of previous sections, Contractor shall also comply with the requirements set forth in the following Attachments.
4.1.1. Attachment 21 - SEW-20001-0J Division 1 General Conditions
4.1.2. Attachment 32 - SEW-20001-0J Submittal Register 18 AUG 21 23-Jun-21
4.1.3. Attachment 43 - Environmental Requirements for Construction and Renovation
Projects-v9-20200121
4.1.4. Attachment 54 - Solid Waste Reporting Requirements
4.1.5. Attachment 65 - Seward Military Resort Site Map
4.1.6. Attachment 76 – General Deck Pictures 18 AUG 21
4.1.6.4.1.7. Attachment 9 – SEW-20001-0J As-Builts
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