P09 657-506 Final SOO.pdf

Marion VA Medical Center 2401 West Main Street Marion, Illinois 62959

STATEMENT OF OBJECTIVES

657-506, CONSTRUCT WAREHOUSE ADDITION FOR COVID-19 RESPONSE

MARION VA MEDICAL CENTER

1.0 Purpose

This Statement of Objectives (SOO) describes the basic outcomes for the construction of a new warehouse addition for COVID-19 response, which consists of the acquisition of a pre-engineered metal building, site preparation, installation of the pre-engineered metal building, and ancillary services. The Statement of Objectives is provided in lieu of a Government written Statement of Work (SOW). This approach provides potential offerors the flexibility to develop cost effective solutions and the opportunity to assess the offeror’s understanding of all aspects of the effort to be performed by eliminating the “how to” instructions to accomplish the required effort normally contained in the SOW provided by the Government.

2.0 Period and Place of Performance

Period of performance is 120 days. Location is the Marion VA Medical Center in Marion, Illinois.

3.0 Background

The Marion VA Medical Center has identified a need for additional storage space for COVID-19 emergency supplies. To meet this need, a new building will be constructed south of Building 16, which is the existing warehouse. The new building, referred to as the Warehouse Addition, will be a standalone pre-engineered metal building (PEMB). It will be connected to the existing warehouse with a corridor to allow travel between Building 16 and the Warehouse Addition. The Warehouse Addition should be considered a turnkey solution for the Government’s need.

The Warehouse Addition will have the following attributes:

• 4,800 gross square feet (minimum) to be used as a warehouse, not including connecting corridor

• Plan dimensions of approximately 120-ft by 40-ft to fit in between Building 16 and South Periphery Road

• Type IIB Construction – structural elements of walls and roof to be steel

• Interior clear height of 15’-0” minimum

• Connecting corridor to allow for personnel and forklift travel to Building 16 (approximately 120 net square feet)

• Large roll-up door and short driveway on south side to connect to South Periphery Road

• Fire sprinklers

• HVAC system

• Electricity

4.0 Requirements

A. Basis of Proposal:

1. Proposal is based on the statement of objectives, drawings, and specifications reflected herein. It is the intent of these documents to outline the requirements for construction of a pre-engineered metal building with a corridor to an existing building. Contractor is responsible for acquisition of pre-engineered metal building, site preparation (including delegated design and installation of substructure/foundation), installation of pre-engineered metal building, connection to existing utilities, and delegated design and installation of Fire-Mechanical-Electrical-Plumbing systems as described in these requirements.

B. Performance and Payment Bonds:

1. Performance and/or Payment Bonds are required.

C. Insurance:

1. Standard general liability and builder’s risk coverage is required until work is complete.

D. Wage Rates:

1. Davis Bacon and prevailing wage rates and certified payroll are excluded for manufacture, delivery, and incidental work relating to installation. Davis Bacon and prevailing wage rates and certified payroll applies to only non-incidental work performed on site.

E. Codes:

1. 2018 International Building Code.

2. VA Standards for Construction.

F. Design Criteria:

1. Occupancy Classification: S-1.

2. Construction Type: IIB, fully sprinklered.

3. VA Facilities Occupancy Category: Ancillary.

4. Wind Uplift: UL 580; Class 90.

5. Maximum Deflection:

a. Roof framing: Per Code.

b. Roof panel vertical deflection: Per Code.

c. Wall panel horizontal deflection: Per Code.

6. Lateral Drift: maximum 1/400 of building height.

G. Minimum Design Loads:

1. Roof live load:

a. 20 PSF uniform.

b. 2,000 LB concentrated (primary structural members).

2. Roof snow load data:

a. Ground snow load, Pg = 15 PSF

b. Flat-roof snow load, Pf = 15 PSF

c. Snow exposure factor, Ce = 1.0

d. Snow load importance factor, Is = 1.0

e. Thermal factor, Ct = 1.0

f. Slope factor, Cs = Per Code.

g. Drift surcharge load, Pd = Per Code.

h. Width of snow drift, w = Per Code.

3. Wind design data:

a. Basic design wind speed, V = 107 MPH

b. Allowable stress design wind speed, Vasd = 83 MPH

c. Risk category II.

d. Wind exposure C.

e. Internal pressure coefficient = ±0.18

f. Design wind pressures for exterior component and cladding materials: Per Code.

4. Earthquake design Data

a. Risk category II.

b. Seismic importance factor, Ie = 1.0

c. Mapped spectral response acceleration parameters:

i. Ss = 0.909 g

ii. S1 = 0.310 g

d. Site class D (assumed) – Site class C may be substantiated by geotechnical investigation.

e. Design spectral response acceleration parameters:

i. SDs = 0.722 g

ii. SD1 = 0.496 g

f. Seismic design category D.

g. Basic seismic force-resisting system to be determined (TBD) by PEMB designer.

h. Design base shear TBD by PEMB designer.

i. Seismic response coefficient TBD by PEMB designer.

j. Response modification coefficient TBD by PEMB designer.

k. Analysis procedure used TBD by PEMB designer.

5. Roof rain load:

a. 3.25-in, 100-year, 1-hour rainfall.

6. Roof collateral dead load:

a. 15 PSF minimum to account for fire sprinklers, HVAC distribution, lighting, 5-in closed cell polyurethane spray foam insulation, 1/2-in gypsum thermal barrier, metal studs, and miscellaneous.

7. Wall collateral dead load:

a. 8 PSF minimum to account for fire sprinklers, HVAC distribution, lighting, 5-in closed cell polyurethane spray foam insulation, 1/2-in gypsum thermal barrier, metal studs, and miscellaneous.

H. Pre-Engineered Metal Building (Warehouse Addition):

1. Structural Frame:

a. Design rigid steel frame with vertical and lateral force resisting systems to meet Code requirements.

b. Bay spacing: 20-ft center-to-center.

c. Span: 40-ft with no interior columns.

d. Minimum interior clear height: 15’-0”.

e. Area: approximately 4,800 gross square feet.

2. Weather Tightness: Form or mold closure strips to match configuration of the roofing or siding. Install closures wherever necessary to insure weather tight construction.

3. Factory Finish and Painting:

a. Factory finish wall and roof panels, including related components, accessories and fastenings per Specifications.

b. Color of Finish Coat:

i. Wall Panels: Tan (Exterior).

ii. Roof Panels: White (Exterior).

c. Coordinate interior finishes with application of closed cell spray polyurethane foam.

4. Roof Slope: 3 to 12 (vertical to horizontal).

I. Floor:

1. Finished floor elevation shall match existing Building 16.

2. Floor shall be reinforced concrete slab on grade. It is expected that the slab on grade will be a structural element and designed by the same engineer responsible for the foundation design.

3. Provide control joints to mitigate cracking.

4. Provide sealed finish.

5. Provide vapor barrier below slab to mitigate humidity.

6. Prepare subgrade below slab as required by foundation design.

J. Foundations:

1. Bottom of footings shall be below frost line – 30-in below grade.

2. All other buildings on campus are supported by shallow foundation systems.

3. Existing soils reports are available upon request.

4. Contractor shall obtain geotechnical services to provide site-specific soils report for with recommendations for subgrade preparation and foundation design.

K. Site Concrete:

1. Provide reinforced concrete pad(s) for package HVAC unit(s) and other exterior equipment as necessary.

L. Site Preparation:

1. Prepare site by grading and excavating for the foundation, utilities, and new driveway.

Compact subgrade as required by design.

2. Slope grade down and away from new structure.

M. Thermal Insulation:

1. Approximately 5-inch of closed cell spray polyurethane foam with thermal barrier applied to interior wall panels and underside of roof panels:

a. Roof: R-19 + R-11LS (LS = liner system).

b. Wall: R-13 + R-13ci (ci = continuous insulation).

c. 15-minute thermal barrier is required.

2. Opaque Doors: R-4.75; type of insulation per door manufacturer.

3. Slab on Grade: R-10 for 24” below at slab edge; use insulation type as appropriate for contact with earth and elements and provide protective barrier as necessary.

N. Gutters, Downspouts, and Storm Sewer:

1. Provide roof drainage system consisting of gutters, downspouts, and underground drains to carry water to existing storm sewer.

2. Existing 24-in diameter reinforced concrete storm drain is located approximately 65 to 90-ft from west face of Building 16. See Site Plan.

O. Roll-up Doors:

1. Heavy duty, motorized.

2. Provide one insulated, weather resistant, steel roll-up door on south side of Warehouse

Addition and align with new driveway. Include interior latching.

3. Provide one insulated steel roll-up door in connecting corridor between it and existing

Building 16.

4. Provide (1) 10-ft wide by 14-ft tall at south side.

5. Provide (1) 10-ft wide by 10-ft tall at north side in connecting corridor.

6. Provide all necessary supplemental steel framing.

P. Personnel Doors:

1. Provide two heavy duty, insulated, metal personnel doors near north side of Warehouse

Addition at opposite ends of building, complete with weather-strips. Cut, reinforce, drill, and tap doors, frames and related items to receive hardware.

2. Provide (1) 3’-0” wide by 7’-0” tall on east side.

3. Provide (1) 3’-0” wide by 7’-0” tall on west side.

4. Provide egress hardware on door interior per Code.

5. Provide lever handle on door exterior.

6. Doors shall be equipped with an automatic, non-hold door-closer which shall be installed internal to the facility.

7. Hinges shall incorporate non-removable hinge pins.

8. Cores shall be Figure 8 style and removable to be cored into VA key system.

9. Doors shall be equipped with Physical Access Control System and keycard reader.

Q. Fire Sprinkler System:

1. Building shall be fully sprinklered.

2. Provide and install wet pipe fire sprinkler system to include riser and shut off valves within the building.

3. Provide labor and materials to connect sprinkler system together to a single connection point. Design shall be based on adequate water pressure being provided by customer.

Include testing.

4. Professionally size and connect building fire sprinkler riser to site water source. Include backflow preventer, post indicator valve, fire hydrants, pumps, etc. as required by Code.

R. Fire Alarm:

1. Provide and install fire protection flow switch and other alarm devices as required by Code.

2. Provide devices to communicate fire alarm signals with campus fire alarm system (Siemens).

Provide all interconnecting conduit and wiring within the building for a complete, working system.

S. Fire Extinguishers:

1. Provide fire extinguishers in mounted cases as required by Code.

T. HVAC:

1. Provide package HVAC unit(s) with three-phase electricity located on-grade outside

Warehouse Addition.

2. Quantity and size shall be determined by a mechanical designer based on calculated building loads.

3. All HVAC units shall be interconnected to a single HVAC emergency shutoff.

4. Provide galvanized supply ducts with exterior insulation.

5. Registers and returns shall be manufacturer’s standard.

6. Provide seven-day programmable thermostat with occupant override variable. Include locking cover. Locate near entrance to Warehouse Addition.

7. Provide certified test and balance.

U. Electrical:

1. Provide three-phase, 208-volt service for HVAC units, lighting, etc.

2. Connect and trench to existing switchgear between Building 15 and Building 15 Pole Barn.

Location is approximately 100-ft east from the east face of Building 16.

3. Provide and install interior mounted main distribution panel (MDP) for a single point of connection.

4. Provide and install interior sub panels, sized per design criteria and Code. Connect sub panels to MDP or disconnects on site as required.

5. Provide and install conduit and wire to connect sub panels to MDP.

6. Provide and install service ground rod at each MDP.

7. Circuit wiring shall be #12 AWG wire or greater.

8. Conduit shall be EMT, except MC cable may be used for whips no longer than 6-ft.

9. Provide 20-amp, 125-volt, AC, two-pole, three-wire receptacles, installed per Code.

10. Install outlets at exterior perimeter at the following locations: near roll-up door and adjacent to each HVAC unit.

V. Lighting:

1. Provide full coverage, interior lighting per Code.

2. Provide full coverage, emergency lighting with battery backup per Code.

3. Provide general purpose exterior lighting with 360-degree building coverage.

W. Exit signs:

1. Provide signs as required by Code.

X. Connecting Corridor:

1. Minimum Interior Clear Dimensions: 10’ wide by 10’ tall.

2. Corridor shall be structurally independent from Building 16 to allow for lateral movement of each building.

3. Provide weather tight seismic joints between Connecting Corridor and existing Building 16.

4. It is expected that connecting corridor will be integrated into the pre-engineered metal building design as a lean-to structure.

Y. Building 16 Demolition:

1. Cut new opening in existing Building 16 south exterior wall to align with connecting corridor.

2. Existing wall is 8-inch CMU.

3. Clear opening size shall be 10’ wide by 10’ tall.

4. Locate opening between existing Building 16 columns and Warehouse Addition frame.

5. Reinforce opening with lintel and jambs as required per Code. Submit calculations prepared, sealed, and signed by a licensed civil or structural engineer to justify new opening in existing wall for vertical, out-of-plane, and in-plane forces.

Z. Existing Utilities:

1. Sanitary sewer, storm sewer, electric, gas, steam, and water service are available on-site.

2. Contractor is responsible for making utility connections to Warehouse Addition to for Fire-

Mechanical-Electrical-Plumbing systems.

3. There are underground utilities in the area of the Warehouse Addition. The Contractor is responsible for locating and protecting all underground utilities during construction. See

Site Plan and existing reference drawings.

4. Relocate existing water spigot to west side of Warehouse Addition.

AA. Existing Structures:

1. Contractor is responsible for protecting existing structures during construction.

2. Note that existing Building 16 is supported by a shallow foundation system with a crawl space. See existing reference drawings for additional details.

BB. Nonstructural Component Anchorage:

1. Marion VAMC is in a moderately high seismic region. Provide anchorage and bracing for nonstructural components per Code. See Specifications.

5.0 Performance Objectives

The purpose of this statement of objectives is to obtain a contractor to support the construction of the Warehouse Addition. Solution shall be turnkey. Under this effort the contractor is responsible for providing all personnel, supplies, and logistics for the completion of this project. The contractor shall perform the required work in accordance with all industry standards and regulations.

5.1 Mandatory Tasks and Deliverables

A. Contractor’s Statement of Work (CSOW): Contractor shall prepare and submit a Statement of Work with their Proposal. The CSOW should describe how the Contractor will satisfy the Government Statement of Objectives. The CSOW should include a preliminary site and floor plan, product data for the pre-engineered metal building, and product data for the Fire- Mechanical-Electrical-Plumbing (FMEP) system so that the Government can determine whether its needs are met.

B. Quality Assurance Surveillance Plan: Contractor shall establish a complete Quality Control Program (QCP) to ensure that the requirements of the contract are satisfied. The QCP shall identify issues in the quality of services before the level of performance is unacceptable and should be contained within a formal written Quality Assurance Surveillance Plan, which must be submitted with the vendor’s final proposal. The program and document shall be subject to the approval of the Contracting Officer (CO) and the Contracting Officer’s Representative (COR).

C. Subcontract Expenditures Report: Contractor shall prepare and deliver a Subcontract Expenditures Report that discloses actual subcontract expenditures by company name, business size standard, and other socioeconomic programs. See FAR Part 19.

D. Pre-Engineered Metal Building:

1. Contractor shall acquire all materials required to assemble pre-engineered metal building, including horizontal framing, vertical framing, roof deck, wall panels, flashing, fasteners, gutters, downspouts, doors, etc.

2. Contractor shall submit delegated design drawings and calculations for the pre-engineered metal building, signed and sealed by the licensed responsible design professional.

3. Contractor shall deliver pre-engineered metal building to place of performance. Coordinate day and time with the Government.

E. Site Preparation:

1. Contractor shall prepare the site for the installation of the pre-engineered metal building, including all earthwork, grading, utility connections, building foundation system.

2. Contractor shall submit delegated design drawings and calculations for the foundation system, prepared, sealed, and signed by a licensed civil or structural engineer.

F. Installation of Pre-Engineered Metal Building:

1. Contractor shall install the Pre-Engineered Metal Building.

G. Ancillary Services (FMEP Systems):

1. Contractor shall provide all ancillary services required for a turnkey solution, including acquisition and installation of the FMEP system.

2. Contractor shall submit delegated design drawings and calculations for the fire protection system, prepared, sealed, and signed by a licensed design professional.

3. Contractor shall submit delegated design drawings and calculations for the mechanical

(HVAC) system, prepared, sealed, and signed by a licensed mechanical engineer.

4. Contractor shall submit delegated design drawings and calculations for the electrical system, prepared, sealed, and signed by a licensed electrical engineer.

H. Close-out Documentation: Contractor shall submit Close-Out Documentation. At a minimum, Close-Out Documentation shall consist of standard operating and maintenance manuals;

warranties; and record drawings for the foundation system, pre-engineered metal building, nonstructural component anchorage (if required), and FMEP systems.

6.0 Constraints

Contractor shall work normal hours of 8 a.m. to 4:30 p.m. Monday through Friday. Work outside these hours shall be approved in advance. Contractor shall notify the Contracting Officer’s Representative of any utility interruption 14 days in advance. Normal campus operations shall not be interrupted while the construction is being performed. The Contractor shall supply any temporary equipment or work needed to keep operations functioning with respect to utility interruptions. Roads and parking areas shall be kept operational except for short durations and then only one lane closure is acceptable. Any damage to Government property is the responsibility of the Contractor to repair, including the grounds, roadways, curbs, and sidewalks. Contractor shall comply with base safety and construction policies and with all state and federal safety requirements.

7.0 Attachments

A. 1519, Storehouse Building No. 16 – As-Built Drawings for Reference B. 609-046, Renovate and Expand Warehouse – As-Built Drawings for Reference C. 657A5-09-101, South Periphery Road – As-Built Drawings for Reference D. 657A5-12-117, South Road Corner Correction – As-Built Drawings for Reference