HQ0034-17-R-0086_Draft_6_1_2017.pdf
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- Attached to
- Pentagon Support Operations Center (PSOC) Project Federal contract opportunity
- Solicitation number
- HQ003417R0086
- Issued by
- DOD Washington Headquarters Service
About this file
Draft RFP - for informational purposes only Dates listed are tentative, actual dates will be in the actual solicitation
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| File | Type | Posted |
|---|---|---|
| Site_Walk_Attendees_list.pdf | ||
| SW_Pic_1.JPG | JPG image | |
| Contractors_Unit_Price_Schedule_-_PSOC.XLSX | XLSX spreadsheet | |
| SW_Pic_4.AVI | AVI file | |
| RFI_Submission_Final_Answers.pdf | ||
| SW_Pic_3.JPG | JPG image | |
| SW_Pic_2.JPG | JPG image | |
| HQ0034-17-R-0086_U0004.docx | DOCX document | |
| HQ003417R0086_U03.pdf | ||
| HQ0034-17-R-0086_Amendment_02.pdf | ||
| ATTACHMENT_7.docx | DOCX document | |
| PSOC_DD254.pdf | ||
| ATTACHMENT_6.docx | DOCX document | |
| HQ0034-17-R-0086_01.pdf | ||
| ATTACHMENT_5.docx | DOCX document | |
| ATTACHMENT_4.docx | DOCX document | |
| 4____North_Village_Visitor_Parking_Form.pdf | ||
| 4____North_Village_Visitor_Parking_Map.pdf | ||
| Attachment_8_Estimating_Template.xlsx | XLSX spreadsheet | |
| 4____North_Village_Visitor_Parking_Form_Completed_Sample.pdf | ||
| 4____How_to_Acquire_Visitor_Parking.docx | DOCX document | |
| HQ0034-17-R-0086.pdf | ||
| DRAFT_RFP_PSOC_HQ0034-17-R-0086.pdf |
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Text version
HQ003417RDHAC40673
Details: The contractor w ill provide all labor, materials, tools, equipment, supervision, and all other items to complete the w ork as described in the Statement of Work (SOW).
Project Title: Pentagon Support Operation Center (PSOC) & North Basin Demolition Method of Solicitation: Firm fixed Price - Construction IAW DFARS 236.204 - The Magnitude of Construction is betw een $10,000,000 and $15,000,000.
Offer Instruction: Complete the information in Blocks 14,15,16,17,19, 20a,b,c, 30a and 30c.
NAICS 236220, Commercial and Insititutional Building Construction Size Standard: $36.5M, Wage Determination General Decisions Number: VA170013 01/13/2017 VA13 Questions and RFIs are due no later than June 19, 2017 All offers shall send their proposal submissions to the Point of Contact (POC) via Army's ARMDEC SAFE (Safe Access File Exchange) at https://safe.armdec.army.mil/safe no later than July 7, 2017 at 11:00AM EST The offeror shall submit a letter of "bondability" on the Surety's letterhead stating the offeror has the bonding capacity available w ith their proposal
JENNIFER M. MACK 703-545-9497
NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".
10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS
NEGOTIATED (RFP)
(IFB)
X
CALL:
B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)
See Item 7
2. TYPE OF SOLICITATION
SEALED BID
3. DATE ISSUED
9. FOR INFORMATION A. NAME
SOLICITATION
NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)
Prescribed by GSA FAR (48 CFR) 53.236-1(e)
11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________819 calendar days after receiving aw ard, X notice to proceed. This performance period is mandatory, negotiable. (See _________________________
12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?
(If "YES," indicate within how many calendar days after award in Item 12B.)
X YES NO
13. ADDITIONAL SOLICITATION REQUIREMENTS:
A. Sealed offers in original and __________6 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________ (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.
shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.
B. An offer guarantee X is, is not required.
C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.
D. Offers providing less than _______90 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.
SOLICITATION, OFFER,
AND AWARD
(Construction, Alteration, or Repair)
1. SOLICITATION NO.
IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.
4. CONTRACT NO.
7. ISSUED BY CODE
WHS - ACQUISITION DIRECTORATE
1225 SOUTH CLARK ST., SUITE 200
ARLINGTON VA 22202-3909
HQ0034
PAGE OF PAGES
1 OF
CODE
(Title, identifying no., date):
12B. CALENDAR DAYS
(hour) Sealed envelopes containing offers
5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.
8. ADDRESS OFFER TO (If Other Than Item 7)
FAX:TEL: TEL: FAX:
HQ003417R0086 71
20B. SIGNATURE
(REV. 4-85)STANDARD FORM 1442 BACK
TO SIGN
NSN 7540-01-155-3212
SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)
CODE FACILITY CODE
17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.
the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)
AMOUNTS SEE SCHEDULE OF PRICES
18. The offeror agrees to furnish any required performance and payment bonds.
19. ACKNOWLEDGMENT OF AMENDMENTS
(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)
AMENDMENT NO.
DATE
20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN
OFFER (Type or print)
AWARD (To be completed by Government)
21. ITEMS ACCEPTED:
22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA
24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM
(4 copies unless otherwise specified)
CODE
(Insert any number equal to or greater than
20C. OFFER DATE
25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO
10 U.S.C. 2304(c) 41 U.S.C. 253(c)
CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY
(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)
See Item 14
(Include only if different than Item 14)16. REMITTANCE ADDRESS
30B. SIGNATURE
29. AWARD (Contractor is not required to sign this document.)
document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .
gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.
30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)
30C. DATE
(Type or print)
TEL: EMAIL:
31B. UNITED STATES OF AMERICA 31C. AWARD DATE
BY
CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE
(Contractor is required to sign this28. NEGOTIATED AGREEMENT
(M ust be fully completed by offeror)OFFER
HQ003417R0086
Section B - Supplies or Services and Prices
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0001 1 Lot PFPA Support Operations Center
FFP
PFPA Support Operations Center (PSOC)
PURCHASE REQUEST NUMBER: HQ003417RDHAC40673
NET AMT
0002 1 Lot OPTION Option 1 - HVAC for K9 Kennel Structure
FFP
Completed IAW the Statement of Work (SOW) section 2.1.2.
0003 1 Lot OPTION Option 2 - North Basin Demolition
FFP
Completed IAW the Statement of Work (SOW) 2.1.3
Section C - Descriptions and Specifications
STATEMENT OF WORK
STATEMENT OF WORK
Statement of Work
For
PFPA Support Operations Center
1/30/2017
1.0 PROJECT OVERVIEW
1.1 Administration of Contract
This Contract will be administered by a Washington Headquarters Services (WHS) Acquisition Directorate (AD) Contracting Officer (KO) and Contract Specialist (CS) with assistance from the WHS Facilities Services Directorate (FSD) Construction Management Division (CMD) Contracting Officer Representative (COR) /Government Project Manager (GPM). For this statement of work, Government refers to the KO, the CS, or the COR/GPM.
The COR/GPM will be identified by separate letter. The COR monitors all technical aspects of the contract and assists in contract administration The COR is authorized to perform the following functions:
• Assure that the Contractor performs the technical requirements of the contract;
• Perform inspections necessary in connection with contract performance;
• Maintain written and oral communications with the Contractor concerning technical aspects of the contract;
• Issue written interpretations of technical requirements, including Government drawings, designs, specifications;
• Monitor Contractor's performance and notifies both the Contracting Officer and Contractor of any deficiencies;
• Coordinate availability of Government furnished property, and provide site entry of Contractor personnel;
• A letter of designation issued to the COR, a copy of which is sent to the Contractor, states the responsibilities and limitations of the COR, especially with regard to changes in cost or price, estimates or changes in delivery dates. The COR is not authorized to change any of the terms and conditions of the resulting order or contract.
1.2 Project Background and Objective
This is a design-build project. The Contractor is to both design and build areas totaling 33,715 square feet which will consist of the structures listed below:
A. A one (1) story structure not to exceed 26,653 square feet to house the Pentagon Force Protection Agency (PFPA) Firing Range & Armory, K-9 Unit, and Court Liaison and Evidence (CLE) Branch;
and
B. A separate kennel structure not to exceed 7,062 square feet connected to structure A above by a covered walkway; and
C. Demolish of the North Basin (former concrete waste disposal basin), associated piping, other associated sub-surface materials, and re-grading the area for future development.
The complete project must achieve or exceed Leadership in Energy & Environmental Design (LEED) Silver certification from the U.S. Green Building Council (USGBC). The structures shall not include any subsurface or basement square footage as useable or inhabited space.
1.3 Project Location
The project is located within the site known as the Modular Office Compound (MOC) located in Zone 5 at the northern end of the Pentagon Reservation North Parking lot, between US Route 27 to the west and Boundary Channel Drive to the east and south, as well as the Pentagon Lagoon to the east. Refer to Attachment A13: “PSO - Technical Requirements Package”, Section 1.0, Figure 1.1 for the Pentagon Aerial Plan and Attachment A4: “Area of Work Plan”.
1.4 Period of Performance
The Period of Performance for this project is not to exceed 819 calendar days for the Base contract and 74 additional calendar days for Option Item 2. If Option Item 1 is selected, their respective performance period shall be added to Base Period. The Contractor may, however, propose a shorter duration schedule for the Base Period and/or a schedule showing concurrent performance for the Option Item. The Contractor shall provide a competitive milestone construction schedule with their proposal indicating at minimum: investigation, design, selection of materials, mobilization, permitting, construction/phasing, commissioning, closeout, and transition of project to tenant/owner.
The construction schedule must indicate the overall period of performance proposed assuming Option Items 1 and 2 will be executed by the Government.
2.0 TECHNICAL REQUIREMENTS
For Technical Requirements, refer to Attachment A13: “PSO Technical Requirements Package”, which includes the Technical Requirements Narratives, Outline Specifications, Drawings and relevant investigative information. The design is intended for the Contractor’s reference as Bridging Documents for the Contractor’s use in developing full Construction Documents and the procurement package.
2.1 Base and Option Items:
2.1.1 Base: Design and Build of Primary Facility
The Contractor shall use the bridging documents to finalize the design and build of the PFPA Support Operations Center (PSOC) Facility as outlined in Attachment A13: “PSO Technical Requirements Package” and in Attachment A12: “PSO Issue for Design-Build Drawings”. This facility shall accommodate the three (3) PFPA functions currently in temporary facilities; a Firing Range/Armory, K9 Kennels, and CLE Branch Facilities.
A. Design: Primary support documentation on the design requirements are outlined in Attachment A13:
“PSO Technical Requirements Package” and portrayed in the design drawings Attachment A12: “PSO Issue for Design-Build Drawings”. The Contractor shall design a facility not to exceed 33,715 square feet of a one (1) story facility and exterior components inside the area of work on the MOC compound of the Pentagon Reservation using the requirements provided in the bridging documents. The Contractor is to continue the design process using the bridging documents and shall confirm design direction with stakeholders through design submissions. In addition to building stakeholders, the design shall be subject to simultaneous review by the Virginia Department of Historic Resources (VA SHPO), the National Capital Planning Commission (NCPC), and the Commission of Fine Arts (CFA) and all additional relevant authorities. Contractor schedules shall accommodate all required review times for the aforementioned approvals.
NOTE: In addition to the documentation stated above, the Contractor shall is required to incorporate design elements included in Attachment A14: “PSO Technical Requirements Addendum No.1”.
B. Build: Firing Range/Armory, K9 Kennels, and CLE Branch Facilities: The Contractor shall provide a permanent facility to house the PFPA Firing Range & Armory, K-9 Unit, and CLE Branch; this includes a separate kennel structure connected by a covered walkway. Facility function and space requirements are outlined throughout Attachment A13: “PSO Technical Requirements Package” and represented in the design drawings Attachment A12: “PSO Issue for Design-Build Drawings”.
2.1.2 Option Item 1: HVAC for K9 Kennel Structure
The Contractor is to provide an option to include the cost for all design, equipment, installation, and commissioning to meet the requirements as listed in section 3.6 of the attachment A13: “PSO Technical Requirement Package”
2.1.3 Option Item 2: North Basin Demolition
This option consists of the demolition of the North Basin (former concrete waste disposal basin), associated piping, other associated sub-surface materials, and re-grading the area for future development. The area shall be developed as an open green space with area lighting through the reconstruction of the storm water drainage system and installation of a bio retention swale to treat storm water from the adjacent roads.
In order to redevelop the North Basin as a green space, the Contractor shall replace the existing four (4) heat rejection unit(s), relocate the existing computer room condenser unit, and relocate the existing electrical transformer. Refer to the Technical Requirements document dated 25 February 2016 for definition on demolition and replacement requirements, specifically Attachment A7: “North Basin Demolition Technical Requirements” and Attachment A6: “North Basin Drawings”.
2.2 Other Government Contractors (OGC):
The Government will contract OGC’s to perform work related to this contract. The Contractor shall be responsible for coordinating through the Government with the following OGC’s and shall integrate their work into the project as a whole.
2.2.1 Information Technology (IT): Provide and install continuous conduit pathway and pull-strings for all IT cabling. IT cabling will be provided by an Other Government Contractor (OGC). The Contractor is responsible for coordinating with the OGC for size, locations, numbers, and capacities to support a full and complete installation of the IT system. For additional requirements, refer to Attachment B3: “ITA Telecommunications Distribution Design Methods”.
2.2.2 PFPA Security: The Contractor shall provide and rough-in infrastructure for connection of OGC provided security equipment such that equipment will operate as intended. Examples of Contractor-provided items would include (but not limited to) all plugs, receptacles, wire, cable, conduit, flexible conduit, pull-strings, outlet boxes, and fittings. Coordinate all design for location of junction boxes and conduit routing, intended to be hidden from public view and painted to blend with the proposed finishes. Typical OGC provided security equipment includes but is not limited to Multi-node Data-Gathering Units (MDUs), card readers, Passive Infrared Sensors (PIR), recessed high security switches (HSS), cameras, and low voltage wiring.
A. Control Panel/MDU Rough-in: Provide rough-ins and power for up to 20 MDUs; locations contingent upon design. At each MDU location, provide a 5’X3’ space for MDU installation with a dedicated 120 VAC 20 AMP circuit above fed from a life safety electrical panel. Provide an above ceiling junction box to cap wires.
B. Access Controlled Doors:
1. All doors requiring security devices shall have a connectivity pathway from the junction box above the door to the supporting Control Panel/CPU
2. Provide and install access controlled doors and rough-ins per Attachment A3: “Door Security
Rough-in Packet” at all points of entry.
3. Provide and install electrified mortise locks with integral request-to-exit switch at access controlled doors. Devices shall be 24VDC fail secure. Electric Latch Retraction devices are not acceptable (i.e. Corbin Russwin ML20905 NSF CL7 M92 and Yale AUR8891FL 626 24V REX).
4. Where crash bars are required on access controlled doors, an exit device with electrified trim and integral request-to-exit switch shall be used. Devices shall be 24VDC fail secure. Electric Latch Retraction devices are not acceptable (i.e. Corbin Russwin ED5000 series and the Sargent 8876xET Exit Device).
5. All doors with electrified hardware shall be provided with a wire transfer hinge and pathway through the door and frame from the locking device to the wire transfer hinge and to the junction box above the door on the interior side of the area.
6. All access controlled doors and frames shall be prepared for a pocket recessed HSS with pathway to the junction box above the door on the interior side of the area. Activation of the building automatic sprinkler or fire detection system, shall automatically unlock the door leaves in the direction of egress, and the door leaves shall remain unlocked until the fire-protective signaling system has been manually reset. The Contractor is required to comply with NFPA rules and regulations.
7. Lock Cylinders: Lock cylinders shall conform to ANSI/BHMA A156.5. Furnish all locking hardware with permanent ASSA cylinders. Cylinders shall accept Government furnished and installed ASSA cores.
8. Arms/Ammunition Closets - Hardware/locks that protect arms and ammunition must meet the requirements of FF-L-2937, combination locks, mechanical.
2.2.3 Furniture: The Contractor shall provide both the design of the Building and the design of the FFE
Procurement Package. The furniture and installation will be provided by an Other Government Contractor.
Contractor shall reference the building and room requirements found inside Attachment A14: “PSO:
Technical Requirements Addendum No. 1” and room data sheets in Attachment A13: “PSO Technical Requirements Package” for items that will be provided by the Government through a separate contract. The Contractor shall coordinate the design of the building and the FFE design to accommodate procurement and installation time with construction completion and prior to beneficial occupancy.
NOTE: Attachment A14: “PSO Technical Requirements Addendum No. 1” supersedes prior technical requirements. For example; the pass through locker for the Evidence Vault/Area are Contractor Furnished/Contractor Installed (CF/CI) not Government Furnished/Contractor Installed (GF/CI).
2.2.4 Toilet Accessories: The Contractor shall coordinate and purchase the selection of all toilet accessories with the Government and the PBMO Environmental OGC, including waste receptacles, soap dispensers, toilet tissue dispensers, sanitary napkin disposal units, paper towel dispensers, and toilet seat cover dispensers.
2.2.5 3rd Party Commissioning Specialist: The 3rd party commissioning specialist will provide oversight throughout the commissioning process. The Contractor is responsible to perform commissioning of all systems described in section 2.6 and to coordinate with the 3rd party commissioning process. See Attachment A2: “FSD Construction Management General Requirements”.
2.2.6 Telecommunications: The Contractor shall provide all pathways for telecommunications. Contractor shall coordinate locations for conduit, PDS, and cable trays with the OGC, the USP, and the Contractor’s design.
The Contractor shall provide and install all A zone and B zone boxes, lockable doors, and columns.
2.3 Sustainability and Green Building Requirements:
In addition to the sustainability requirements in Attachment A2: “FSD Construction Management General Requirements,” Attachment A13: “PSO Technical Requirements Package,” Attachment A17: “Soil Excavation SOP Flow Chart,” and in Attachment A18: “Sustainability Requirements,” the Contractor shall comply with the following:
• 2016 Guiding Principles for Sustainable Federal Buildings
• UFC 1-200-02 High Performance and Sustainable Building Requirements
• UFC 3-210-10 Low Impact Development
2.3.1 LEED requirements:
A. Register the project with U.S. Green Building Council (USGBC).
B. LEED scorecard status: Provide a monthly update to the Government regarding the project’s LEED credit status. Contractor shall disclose which credits are on track for being obtained, and disclose any issues that may prohibit obtaining the credits outlined on the LEED scorecard. If credits cannot be obtained and will jeopardize the level of LEED certification, the Contractor shall propose a recovery plan that outlines other replacement credits.
C. Submit documentation for all four reviews allocated by the USGBC (Preliminary Design Review, Final Design Review, Preliminary Construction Review, and Final Construction Review). The Contractor shall submit all review results to date as part of their monthly update.
D. Submit all credit documentation to USGBC for building certification and manage the submission process.
E. Achieve or exceed the LEED Silver certification level.
F. In order to demonstrate compliance with the 2016 Guiding Principles for Sustainable Federal
Buildings and other sustainability requirements, obtain the following LEED 2009 credits (and all LEED 2009 prerequisites) as part of the LEED certification process:
Category Credit Credit Name Min. Points Required
Sustainable Sites 6.1 Storm water Design – Quantity Control 1 Sustainable Sites 6.2 Storm water Design – Quality Control 1 Water Efficiency 1 Water Efficient Landscaping 2 Energy and Atmosphere 1 Optimize Energy Performance 16 Energy and Atmosphere 3 Enhance Commissioning 2 Energy and Atmosphere 4 Enhanced Refrigerant Management 2 Energy and Atmosphere 5 Measurement and Verification 3 Materials and Resources 2 Construction Waste Management 1 Materials and Resources 4 Recycled Content 1 Indoor Environmental Quality
3.1 Construction IAQ Plan – During Construction 1
Indoor Environmental Quality
3.2 Construction IAQ Plan – Before Occupancy 1
Indoor Environmental Quality
4.1 Low-Emitting Materials – Adhesives and
Sealants
Indoor Environmental Quality
4.2 Low-Emitting Materials – Paints and Coatings 1
Indoor Environmental Quality
4.3 Low-Emitting Materials – Flooring Systems 1
Indoor Environmental Quality
4.4 Low-Emitting Materials – Composite Wood
and Agrifiber Products
Indoor Environmental Quality
7 Thermal Comfort – Design 1
Innovation and Design Process
2 LEED Accredited Professional 1
G. Provide and install a LEED Plaque.
2.4 Finishes and Work Samples:
A. Work Samples/Mock-Ups: The Contractor shall provide on-site work samples of precast panel types, metal panel, reclaimed wood assemblies and all other major exterior finishes for Government review and acceptance prior to continuation of related work. The work sample shall include work sample size demonstrating all finished conditions. The Contractor shall include appropriate time for Government review of work samples in the Cost Loaded Baseline Schedule.
B. Finish Boards: The Contractor shall provide a finish board of all interior finishes with the 65% Design
Document Submission. The finish board shall clearly demonstrate the nature of each finish material and categorize its application in a Room Finish Schedule (i.e. wall finish, floor finish, etc.).
2.5 Testing:
In addition to the testing requirements in Attachment A2: “FSD Construction Management General Requirements” and in Attachment A1: “WHS Building Code”, the Contractor shall provide in this project’s Quality Control Plan the following:
A. Green Roof: The Contractor shall ensure all layers included in the green roof are tested, including, but not limited to; drainage, waterproofing assembly, root barriers, protection layers, growing medium, and vegetation.
B. A curtain wall and skin enclosure leak test utilizing pressurized water.
C. Per the WHSBC and UFC 3-501-01, perform a coordination study at the design stage to establish the basis for the electrical system design and to enable completion of an initial arc flash analysis. Provide a final coordination study based on the as-built configuration of the system. Identify locations where selective coordination is not achievable, such as with instantaneous trips on molded case circuit breakers.
2.6 Commissioning:
A. The following systems will require commissioning under this Contract:
1. Mechanical
a. TAB Verification
b. Air Terminal Units
c. Air-Handling Units
d. Exhaust Fans
e. Unit Heaters
f. Energy Management and Control System (EMCS) Head End including M&V
Note: All HVAC controls are to be monitored and controlled using the Building Automation System (BAS) controls on ICONICS. The Contractor is to include all sensors and associated equipment with the commissioning.
2. Plumbing
a. Building Drinking Water System
b. Emergency Eyewash
c. Water Temp Mixing Valve
d. Domestic Hot Water System/Circulator Pump
3. Lighting
a. Interior/Exterior Light Controls and Levels
b. Interior Egress Lighting Operations and Levels
4. Electrical Distribution System
a. Electrical Generator/ATS/Load Bank
b. Secondary Voltage Transformers
c. Grounding
d. Primary Switches
e. Primary Fuses
f. Primary Conductors
g. Secondary Bus duct
h. Circuit Breaker Switchgear/Switchboards
i. TVSS Equipment
j. Secondary Feeder Conductors
k. Feeder Busway
l. Panel Boards
m. Circuit Breakers
5. Fire Protection and Alarm
a. Fire Pump and Transfer Switch
b. Fire Alarm System
c. Wet Pipe Sprinkler System
d. Dry Pipe Sprinkler System
6. Building Envelope
a. Air Barrier Leakage-Wall (Joints & Openings)
b. Water/Moisture Barrier Leakage-Wall (Joints & Openings
c. Thermal Barrier IR Scan – Wall
d. Thermal Barrier IR Scan – Roof
e. Water/Moisture Barrier Leakage – Roof
B. Commissioning Requirements:
1. For further commissioning requirements, refer to Attachment A2: “FSD Construction Management General Requirements” and all Attachment D documents.
2.7 Heating and Refrigeration Plant (HRP) Coordination: The Contractor shall refer to Attachment I1: “HRP Administrative Standard Operating Procedures Look Ahead Schedule” for all work within the limits of the HRP secured fence area.
2.8 Exceptions from the FSD Construction Management General Requirements: The following sections of the FSD Construction Management General Requirements do not apply to this contract:
Section 4.3: Design Intent Documents (DIDs) Section 5.12: Elevator and Escalator Certificates of Operation Section 5.19: Joint Use Rooms List
2.9 Project Constraints
2.9.1 Work Hours: All work shall be completed during Normal Hours, with the exception of utility outages, and noise generating activities exceeding 80dB. Normal Hours are between 0600 and 1800. Off Hours are from
1800 to 0600, Monday-Friday; and all day Saturday and Sunday. Work shall not, under any circumstance, be conducted on Federal Holidays unless the Contractor has received written approval by Government.
The Contractor shall notify the Government at least fourteen (14) calendar days in advance before beginning any construction work. The Contractor shall submit any request to the Government in writing, seven (7) calendar days prior to commencing off-hours work.
2.9.2 Project Specific Sequencing: Multiple projects will be ongoing within the vicinity of this site. The
Contractor is responsible for all coordination with the OGC’s for these projects, and shall coordinate with each to implement construction means and methods and site logistics.
2.9.3 Access Control Documents: The Contractor will need to obtain Access Control Documents in order to gain access to the project location. Instructions for obtaining Access Control Documents and other supplemental information will be provided during the Project Kick-Off Meeting.
2.9.4 Photographs/Cameras: The Contractor and any affiliated Contractors and/or Sub-Contractors associated with the Awarded Contract shall sign a Non-Disclosure Agreement (NDA) not to publish any photographs on their websites or for use other than official use pertaining to meeting contract requirements. Contractors shall use Government issued cameras only and obtain a Photo Permit.
2.9.5 The Contractor shall deliver this project as Construction Complete per Attachment A2: “FSD Construction
Management General Requirements”, Section 5.0 Closeout no later than 60 calendars days after Government acceptance of the work at the final inspection.
2.9.6 Key Personnel: The Contractor shall competitively price and demonstrate the use of Key Personnel as stated in Attachment A2: “FSD Construction Management General Requirements” during each phase of the project. Dual key personnel roles will not be permitted for this project.
2.9.7 Escorts: Telecommunications Rooms (TR) and electrical closets are located within a secure space that can only be accessed with an escort. All Contractor personnel entering this secure space shall be U.S. citizens.
The Contractor shall provide at least seven (7) calendar day’s prior notification of needs for escort coverage.
2.9.8 The Contractor shall not interrupt existing utilities serving adjacent occupied space. The Contractor shall provide temporary services during interruptions to existing utilities, as acceptable to Government.
2.9.9 DB Addendum: Attachment A14: “PSO DB Addendum” captures critical elements that must be included in the design documents. These comments have been incorporated into an Addendum due to their priority and will be critical to the initial design stages. The addendum includes:
A. Requirements identified after DB package received including, but not limited to; Fire Protection/Life
Safety requirements, Dust Sensors, and Alarm Architecture to BAS for HVAC Range requirement, and building supply closet.
B. Revised DOD Space Requirements Data (1450s) for additional K-9 spaces and smaller pantry NOTE: This updated requirements document (Technical Requirements Addendum No.1 – July 28, 2016) shall supersede the DB package including the drawings and technical requirements.
2.9.10 The CLE contains a SCIF environment to meet ICD/ICS requirements and small detention facility to meet CALEA criteria. See SOW Section 2.10B for additional information.
2.9.11 Hazardous Materials/Contaminated Soils: The Contractor is to notify the Government COR/GPM and the Standards and Compliance Division (SCD) immediately if any contamination is found. Disposal of all material shall be the responsibility of the Contractor. Contractor shall refer to Attachment A2: “FSD
Construction Management General Requirements”, Sections 1.0 and 10.0 and Attachment A17: “Soil Excavation SOP Flow Chart” for further information.
2.9.12 Design Submissions: Schedule overruns as a result of rejected design submissions for resubmission is not the responsibility of the Government; and it is expressly the responsibility of the Contractor to manage the design process effectively.
2.9.13 Review or approval by the Government of any contractor design, construction, shop drawing or other submission shall not waive any contract requirement. Contractor remains solely responsible for complying with all contract requirements notwithstanding such Government reviews/approvals unless the requirement is expressly waived in writing by the Government. Submissions that do not comply with the contract requirements must expressly state and highlight the proposed change for consideration by the Government.
2.10 Other Requirements:
A. Landscape Excavation/Damage Repair Requirements: Contractor shall refer to Attachment A2: “FSD Construction Management General Requirements” – Section 1.14 for requirements.
B. Sensitive Compartmentalized Information Facility (SCIF) Accreditation: SCIFs will need to be accredited as part of the inspection process. The accrediting agency will need notice ten (10) days prior to close-in activities to take photos of the SCIF construction. Contractor shall develop and integrate accreditation schedule. The Contractor shall refer to all attachments in Attachment C:
“Security Requirements” to meet all of the SCIF requirements.
SCIF Type Construction: Evidence Vault shall be SCIF type construction, shall be access controlled with IDS within, and can merely be constructed as an open/closed classified storage area as identified in Attachment C5: “DOD Manual 5200.01 V3.”
1. Walls, floor and roof shall be of permanent construction materials (plaster, gypsum wallboard, metal panels, hardboard, wood, plywood or other materials offering resistance to and evidence of unauthorized entry into the area).
2. Walls shall be extended to the true ceiling and attached with permanent construction materials, mesh or 18 gauges expanded steel screen.
3. Access doors shall be substantially constructed of wood or metal. Outswing doors shall be provided protection by making the hinge pins non-removable.
4. Entry door shall be equipped with a GSA approved combination lock meeting FF-L-2740.
5. No windows preferred.
6. Utility openings greater than 96 square inches must be protected by man bars.
7. Entry door and internal area will be provided access control and intrusion detection devices.
8. If the area is to be used for the storage of evidence, no certification is required by PFPA/DIA. If the area is to be used for the storage of classified up to TS then the Contractor is required to receive PFPA/DIA certification.
C. Tenant Meetings:
1. Prior the first design submission, the Contractor shall attend FSD facilitated meetings with each individual tenant group to present the Contractor's design intentions and approach before design documents are created and developed. The goal of the meeting is to set tenant expectations and clarify requirements. The Contractor shall bring hard copies of the existing design documents.
Required attendance at this meeting shall be the Contractor’s PM and DOR. The Contractor shall submit meeting minutes to the Government within three (3) calendar days of the meeting.
2. Seven (7) calendar days after submission of the 100% Design Documents, the Contractor shall attend FSD facilitated meetings with each individual tenant group to present the Contractor’s current design with a focus on design progress that has been made. The Contractor shall bring a hard copy of the latest design documents and a finish board. The finish board shall clearly demonstrate nature of each finish material and indicate each material’s proposed use (i.e. wall finish, floor finish, etc.). Required attendance at this meeting shall be the Contractor’s PM and DOR. The Contractor shall submit meeting minutes to the Government within three (3) calendar days of the meeting
D. The Contractor shall use Attachment A13: “PSO Technical Requirements Package - Concept Drawings” as a bridging document in developing full Design Documents.
E. The Contractor shall validate and verify all requirements presented in the Concept Drawings, as well as, all attachments listed under Section 4.0, and provide all levels of effort to produce a complete, useable, and code compliant project.
F. In addition, the Contractor shall field verify all information and attachments provided in the contract.
All work shall be in accordance with the Attachments listed in Section 4.0
2.11 Security:
A. Security Clearance – The Contractor will be required to have an ACTIVE facility clearance issued by the Defense Security Service (DSS). Additionally, a SECRET clearance is required for the DOR and any design-build personnel that need to access the Design Basis Threat (DBT) and Risk Acceptance Memos in order to develop the final project design. The contractor must provide individuals who possess an active SECRET Security Clearance that will be handling classified information up to the Secret level. All others working on this contract must be able to meet suitability requirements for an HSPD-12 background investigation (NACI or equivalent background check).
B. Control of Restricted Area Passes/Badges: The Contractor is responsible for all badges issued to their employees. The Contractor will ensure that employees, whose services are no longer required in the contract performance at the facility, turn in their badges to the facility Security Office. The Contractor will immediately notify the COR when services of a Contractor’s employee are terminated at the facility.
C. Lost Badges: Lost and damaged identification badges will be immediately reported to the COR and to the Security Office. When the Contractor submits their final invoice each task order for payment, the Contractor shall obtain and submit written certification from issuing official for identification media (credentials, passes and badges) that all have been turned in or accounted for. Failure to comply with the requirement set forth herein will result in withholding final payment pending return or accounting for all identification media issued under this contract.
D. Denial of Entry: The U.S. Government reserves the right to terminate the entry or remove any Contractor employee upon disclosure of information which indicates the individual’s continued entry to or presence in the installation is not in the best interests of national security. The violation of or deviation from the established security procedures by contractor employees may also result in denial of entry.
E. Delays: The U.S. Government is not responsible for delays caused by required security reviews or noncompliance with these instructions. The contractor is similarly responsible for any delays caused by employees who report to work without their identification badge to include any delays encountered by an employee in gaining entrance to an area with a visitors badge or in the reissuing of a lost or damaged badge.
3.0 THE SUBMITTALS TABLE
3.1 All documents shall be submitted in a PDF file format unless otherwise noted.
3.2 The period of review begins when the Government receives an approved submittal. The period of review for each resubmission shall be the same as the initial submission. Any resubmissions shall be due 14 calendar days after transmittal response to the Contractor. All submittals received after 1400 will be considered the next business day.
3.3 Submittals that contain deviations from the SOW must be specifically identified and contain a detailed explanation for deviation. Government review or approval of any submittal, shop drawing, or plan shall not waive any SOW requirement unless expressly waived by the Government in writing or release Contractor of its sole responsibility to fully comply with all contract requirements.
3.4 Government review or acceptance of any design submission under this contract shall not relieve the Contractor of its sole responsibility to perform all contract requirements and deliver a product that in all respects conforms to the contract requirements. Acceptance/Review by the Government shall not constitute a waiver or change to the contract requirements unless that change or waiver is expressly approved in writing by the KO.
Section numbers in this submittal table refer to corresponding sections under Attachment A2: “FSD Construction Management General Requirements”.
# Submittal Due from Contractor Format/ Quantity Government Review Period
1.0 SITE
1.1 Project Coordination Plan (PCP)
14 Calendar Days from NTP and updated with 100% Design Document Submittal
6 Hard Copies and
1 CD
14 Calendar Days
1.1.2B Proof of Permit Prior to start of Construction Electronically via Email N/A
1.2 Existing Conditions Report Prior to first design
submission
3 Hard Copies and
1 CD
14 Calendar Days
1.3 Construction Air Quality
Management Plan
Concurrent with 100% Design Doc submittal
6 Hard Copies and
1 CD
14 Calendar Days
1.3 Indoor Air Quality (IAQ)
Management Plan
Concurrent with 100% Design Doc submittal
6 Hard Copies and
1 CD
14 Calendar Days
1.3.5 Dust Mitigation Plan Concurrent with 100%
Design Doc submittals
6 Hard Copies and
1 CD
14 Calendar Days
1.4 Storm water Management Plan &
Calculations
Concurrent with BOD and all subsequent Design Document submittals
6 Hard Copies and
1 CD
14 Calendar Days
1.4 Erosion and Sediment Control Plan
Concurrent with BOD and all subsequent Design Document submittals
6 Hard Copies and
1 CD
14 Calendar Days
1.4.1 Pollution Prevention Plan
Concurrent with BOD and all subsequent Design Document submittals
6 Hard Copies and
1 CD
14 Calendar Days
1.4.7 LID Specifications, Assumptions, and Calculations
Concurrent with each Design submittal
6 Hard Copies and
1 CD
14 Calendar Days
1.4.7 LID Post-Construction Analysis Concurrent with As-Builts 6 Hard Copies and
1 CD
14 Calendar Days
1.5.1 Debris Removal Documentation
Monthly during construction
& Final at substantial completion
3 Hard Copies and
1 CD
14 Calendar Days
1.5.2 Waste Management Plan (WPM) 14 Calendar Days prior to
construction activity
3 Hard Copies and
1 CD
14 Calendar Days
1.5.2C Waste Recycling Reports Monthly during construction
& Final at substantial completion
3 Hard Copies and
1 CD
14 Calendar Days
1.6 Preconstruction Submittal Register 14 Calendar Days from NTP PDF and Source Format
14 Calendar days
1.11 Outage Requests 30 Calendar days in advance
of the outage activity
Electronically via Email
30 Calendar Days
1.12 Access Request Forms 5 Business days prior to the
requested dates of access
Electronically via Email
5 Business Days
1.14 Landscaping Protection and
Restoration Plan
Concurrent with 100% Design Document submittal
6 Hard Copies and
1 CD
14 Calendar Days
2.0 COST-SCHEDULE-INVOICE
2.1 Work Breakdown Structure (WBS)
Concurrent with 65%, 95%, and 100% Design Documents
PDF and Source Format / 3 Hard Copies and 1 CD
14 Calendar Days
2.2.1A Design Schedule of Values (DSOV)
- AIA Form G703 Concurrent with DQC Plan
PDF and Source Format / 3 Hard Copies and 1 CD
14 Calendar Days
2.2.1B Schedule of Values (SOV) - AIA Form G703
Concurrent with 100% Design
PDF and Source Format / 3 Hard Copies and 1 CD
14 Calendar Days
2.2.2 Integrated Project Schedule (IPS) Concurrent with 100%
Design
PDF and Source Format / 3 Hard Copies and 1 CD
14 Calendar Days
2.2.2D1 Milestone Schedule 14 Calendar Days from NTP PDF and Source Format / 3 Hard Copies and 1 CD
14 Calendar Days
2.2.2D2 Design Schedule Concurrent with DQC Plan PDF and Source Format / 3 Hard Copies and 1 CD
14 Calendar Days
2.2.2D3 Permitting Schedule 14 Calendar Days from NTP PDF and Source Format / 3 Hard Copies and 1 CD
14 Calendar Days
2.2.2D4 Commissioning Schedule 14 Calendar Days prior to Cx activities
PDF and Source Format / 3 Hard Copies and 1 CD
14 Calendar Days
2.2.2D5 Schedule Progress Reports Bi-Weekly Electronically via email - PDF and P6 format
7 Calendar Days
2.2.3 Cost Loaded Baseline Schedule
(CLBS)
7 Calendar Days from Accepted SOV and IPS
PDF and Source Format / 3 Hard Copies and 1 CD
14 Calendar Days
2.3.1 Pencil Copy of Monthly Pay
Application (AIA Form G702/G703)
72 hours prior to last day of the month
Electronically via email At site walk
2.3.2 Monthly Pay Application Package
7 Calendar Days after accepted Pencil Copy of Monthly Pay Application
PDF and Source Format / 3 Hard Copies and 1 CD
14 Calendar Days
2.4 Revised Schedule of Values / Cost
Loaded Baseline Schedule
As necessary; 14 Calendar Days from Government notification
PDF and Source Format / 3 Hard Copies and 1 CD
14 Calendar
2.4.2 Recovery Plan / Recovery Schedule
Progress Report
Within 24 hours of a 3-day variance or greater on the
Critical Path
Electronically via email - PDF and P6 format
14 Calendar Days
3.0 QUALITY CONTROL & SAFETY
3.1 Design Quality Control Plan (DQC) 7 Calendar Days from NTP 3 Hard Copies and
1 CD
14 Calendar Days
3.2 Construction Quality Control Plan
(CQC) 14 Calendar Days from NTP 3 Hard Copies and
1 CD
14 Calendar
Days
3.3 Accident Prevention Plan (APP)
(Including initial AHA) 14 Calendar Days from NTP 3 Hard Copies and
1 CD
14 Calendar
Days
3.3 Activity Hazard Analysis (AHA) 5 Calendar days prior to
construction activity
Electronically via email 48 hours
3.4 Quality Control Daily Reports Concurrent with Daily
Reports
Electronically via email
3 Calendar Days
4.0 DESIGN & CONSTRUCTION
4.1 Basis of Design (BOD) Per accepted Integrated
Project Schedule
3 Hard Copies and
1 CD
14 Calendar Days
4.2 Historic Approval Documents Per accepted Integrated
Project Schedule
6 Hard Copies (5 - 24x36 Full Size + 1 half size) and 1 CD
Per Approval Agency
Calendar
4.4 Design Documents (65% and 95%) Per accepted Integrated
Project Schedule
PDF and Source Formats / 9-half size hard copies and 3 CDs
21 Calendar Days
4.4 100% Design Documents Per accepted Integrated Project Schedule
PDF and Source Formats / 9-half size hard copies and 3 CDs
21 Calendar Days
4.4 Issue For Construction Documents Per accepted Integrated
Project Schedule
PDF and Source Formats / 9-half size hard copies and 3 CDs
N/A
4.5.1 Construction Submittal Register
Concurrent with 100% Design Documents; revised per progress meeting; and
Concurrent with Final Submittal
PDF and Source Format / 3 Hard
Copies and 1 CDs
14 Calendar Days
4.5.2 Material Samples Per accepted, Integrated
Project Schedule
Per Design Documents
14 Calendar Days
4.5.2 Cut sheets Per accepted, Integrated
Project Schedule
9 Hard Copies and 3 CDs
14 Calendar Days
4.5.2 Shop Drawings Per accepted, Integrated
Project Schedule
9 Hard Copies and 3 CDs
21 Calendar
4.5.5 Fire Alarm Shop Drawings Per accepted, Integrated
Project Schedule
9 Hard Copies and 3 CDs
21 Calendar Days
4.5.9 Status Report on Materials Orders
Concurrent with 100% Design Submission &
Updated at each Progress Meeting
Electronically via E-mail
7 Calendar Days
4.7 Energy Model and Life Cycle Cost
Analysis
Concurrent with BOD and all subsequent Design
Documents submissions
3 Hard Copies and
1 CD
21 Calendar Days
4.7.3 LEED Scorecard
Concurrent with BOD and all subsequent Design Documents submissions
3 Hard Copies and
1 CD
21 Calendar Days
4.7.3 LEED Design Credit
Documentation
Concurrent with 65% and subsequent Design
Documents submissions
3 Hard Copies and
1 CD
21 Calendar Days
4.7.3 LEED Construction Credit
Documentation
At ground breaking and updated monthly throughout construction
3 Hard Copies and
1 CD
21 Calendar Days
4.7.3 LEED Closeout Documentation Prior to Contract
Completion
3 Hard Copies and
1 CD
21 Calendar Days
4.7.4 Solar Hot Water Feasibility Life
Cycle Cost Analysis
Concurrent with BOD and all subsequent Design
Documents submissions
3 Hard Copies and
1 CD
21 Calendar Days
4.7.6 Renewable Energy Life Cycle Cost
Analysis
Concurrent with BOD and all subsequent Design
Documents submissions
3 Hard Copies and
1 CD
21 Calendar Days
4.7.7 Metering Plan
Concurrent with BOD and all subsequent Design Documents submissions
3 Hard Copies and
1 CD
21 Calendar Days
4.7.9 Plumbing Narrative and Alternative
Water Life Cycle Cost Analysis
Concurrent with BOD and all subsequent Design
Documents submissions
3 Hard Copies and
1 CD
21 Calendar Days
4.7.13 Climate Resiliency Narrative
Concurrent with BOD and all subsequent Design
Documents submissions 3 Hard Copies and
1 CD
21 Calendar
Days
4.9 Construction Daily Reports The following work day Electronically via E-mail
3 Calendar Days
5.0 CLOSEOUT
5.1 Comprehensive Punch List 30 Calendar Days prior to
Contract Completion
Electronically via E-mail
21 Calendar Days
5.2 Training Schedule, Agenda, Report, and Sign-In Sheets
30 Calendar Days prior to training
Electronically via E-mail
5.3 Systems Operations and
Maintenance Manuals (SOMMs)
Chapters 1 thru 3 due concurrent with 100% design. Complete document including appendices due 30 calendar days prior to training
6 Hard Copies and 3 CDs
21 Calendar Days
5.4 Operation & Maintenance Manuals
(O&Ms)
30 Calendar Days prior to training
6 Hard Copies and 3 CDs
21 Calendar Days
5.5 NFPA 72 Form-Record of
Completion
30 Calendar Days prior to Contract Completion or at time of fire alarm testing completion and acceptance
1 Hard Copy and electronically via e-mail
14 Calendar Days
5.6 NFPA 13 Contractor’s Material and Test Certificate for Above Ground
Piping
30 Calendar Days prior to Contract Completion or at time of testing completion and acceptance
1 Hard Copy and electronically via e-mail
14 Calendar Days
5.7 Design Master Equipment List
(DMEL)
Draft copy 60 Calendar Days prior to Construction
Completion. Final copy submitted with final As-built documents & incorporated into final SOMM Submission
PDF and Source Format / 1 Hard
Copy and electronically via e-mail
21 Calendar Days
5.8 As-built Documents Per accepted IPS
PDF and Source Formats / 9-half size hard copies and 3 CDs and 1CD for EDS resubmissions
21 Calendar Days
5.9 Issue for Record As-built
Documents
Prior to Contract Completion
PDF and Source Format / 3-half size hard copies and 1
CD
N/A
5.10 Warranty Binder 30 Calendar Days prior to
Contract Completion
1 Hard Copy and 1
CD
14 Calendar Days
5.11 Waivers (as required) 30 Calendar Days prior to
Contract Completion
1 Hard Copy and 1
CD
14 Calendar Days
5.13 Attic Stock Delivered Inventory 30 Calendar Days prior to Contract Completion
Electronically via e-mail
14 Calendar Days
5.14 Application for Certificate of
Occupancy
Upon Construction Completion
1 Hard Copy and 1
CD
21 Calendar
6.0 GENERAL PROJECT REQUIREMENTS
6.4.2 A Meeting Agenda 24 hours in advance of
meeting
Electronically via e-mail N/A
6.4.2 B P6 Schedule 2-Week Look-ahead, 1-week look-back, and critical path
24 hours in advance of meeting
Electronically via e-mail N/A
6.4.2 C Supplemental Schedules 24 hours in advance of
meeting
Electronically via e-mail N/A
6.4.2 D Up-to-Date Pre-Construction or
Construction Submittal Register
24 hours in advance of meeting
Electronically via e-mail N/A
6.4.2 E RFI Log (Closed &Opened) 24 hours in advance of
meeting
Electronically via e-mail N/A
6.4.4 Meeting Minutes Within 48 hours after
meeting
Electronically via e-mail
3 Calendar Days
6.7 Request for Information (RFI) As necessary Electronically via e-mail
14 Calendar Days
9.0 GENERAL DESIGN REQUIREMENTS
9.16 Occupant Health and Wellness
Narrative
Concurrent with Design Document submittals
3 Hard Copies and
1 CD
21 Calendar Days
11.0 COMMISSIONING
11.0 Commissioning Plan
Concurrent with 100%
Design Document submittals
3 Hard…
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