Redundant_Chilled_Water_Loop_SOW.pdf

FOR OFFICIAL USE ONLY

SECTION C

Statement of Work For

Redundant Chilled Water Loop

1/9/2017

SOW FORM – Ver. 4.1

Redundant Chilled Water Loop i 1/9/2017

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FOR OFFICIAL USE ONLY

Table of Contents

STATEMENT OF WORK

1.0 PROJECT OVERVIEW

2.0 TECHNICAL REQUIREMENTS

3.0 THE SUBMITTALS TABLE

4.0 ATTACHMENTS

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FOR OFFICIAL USE ONLY SOW FORM – Ver. 4.1

STATEMENT OF WORK

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 (SOW), Government refers to the KO, the CS, or the COR/GPM.

1.2 Project Background and Objective

The objective of this project is to continue to improve chilled water redundancy. A separate project has designed and constructed 1/5th of a new Chilled Water (CHW) main loop that has been installed in the basement. The remaining four segments of the new redundant chilled water loop, located in the A-Ring utility tunnel, are yet to be designed and constructed. The Remote Delivery Plant (RDF) will feed Redundant Chilled Water (RCW) tenants and will be the primary source of CHW for the RCW Loop.

The objective of this project is to provide RCW to existing HVAC systems serving specific tenants currently not supported by RCW. The Contractor shall perform necessary site investigation, design, calculations, construction, testing, and commissioning of the modifications to the existing RCW distribution system for a complete and useable project. The new distribution will provide dedicated RCW to HVAC system equipment serving specific tenants throughout the facility on all floors. The design and satisfactory installation of the modifications to the system shall complete the RCW loop (the remaining 4 segments) around the A-Ring tunnel that began with the Apex 9/10 Redistribution project. The new loop shall generally be 10 to 12-inch diameter piping throughout the basement and mezzanine levels with smaller branch risers located throughout the building.

There are mechanical rooms and telecommunication closets throughout the entire building on all five (above-ground) floors. Rooms house varying upflow and downflow CHW Computer Room Air Conditioning (CRAC) units, Air Handling Unit’s (AHU) and Fan Powered Induction Units (FPIU) that range from 3 Tons to 36 Tons in capacity. A total of 188 units (includes standby units) will have to be directly fed to the RCW infrastructure. Locations, sizes, capacities, stand-by requirements, and further details can be found in the attachment basis of design and drawings.

In order to bring the chiller plant up to an N+2 redundancy, a new stand-by secondary CHW pump will be installed and piped with the existing pumps. The stand-by pump will match the size and requirements of the existing secondary pump.

This project will include surveying of the site while completing the design, IFC drawings, and specifications. From the drawings, the A-Ring loop will be constructed along with all branch piping, valves, supports, controls programming, and commissioning to ensure a functional and reliable redundant CHW infrastructure.

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1.3 Project Location

The project is located on the Pentagon Reservation in Arlington County, Virginia. The building layout of the project location’s basement level is provided in the diagram below. The area consists of five A-Ring tunnels and each tunnel is approximately 350-400 feet in length.

The project requires work associated with the installation of a new RCW distribution loop and transfer of connected users to be performed throughout all five (above-ground) levels that include mechanical rooms, IT rooms, corridors, and adjacent spaces. Additional areas included are: The A-Ring Utility Tunnel, Center Courtyard Utility Tunnel (CCUT), Basement level, Mezzanine level, and RDF.

Figure 1: Diagram of Below Ground Project Extents

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1.4 Period of Performance

The Period of Completion for this project is approximately 728 calendar days.

2.0 TECHNICAL REQUIREMENTS

For Technical Requirements, refer to Attachment A8: “Existing Conditions Drawings” and Attachment A9: “Basis of Design” 35% designs. The drawings and BOD are intended for the Contractor’s reference as Bridging Documents for the Contractor’s use in developing full Construction Documents. The Contractor shall validate and verify all requirements presented in the Technical Requirements Package and provide all levels of effort to produce a complete, useable, and code compliant project. If any requirements identified in this SOW conflict with the Technical Requirements package and General Requirements package, the Contractor shall notify the Government by submitting a formal Request for Information (RFI).

2.1 Base:

2.1.1 Structural:

The Contractor shall verify structural capacities of concrete walls, ceilings, and floors that shall be utilized to support associated piping, and that they are in good condition. The Contractor is required to determine if the existing structure can support the anticipated additional loads of the chilled water system components. The Contractor shall design all work so as to maintain access to facilities during and after construction. The Contractor shall provide all structural analysis required to support new chilled water lines.

A. Loads considered for the design include the following:

Risk Category IV – Essential Facility (Per UFC classification and RFI directive)

B. Additional structural requirements are on S-001 of the drawings section. Refer to Attachment A8:

“Existing Conditions Drawings”.

2.1.2 Mechanical:

The Contractor is responsible for performing the final design, determining equipment requirements, developing all construction drawings, installation requirements, final specifications, system integration, testing, and commissioning. The 35% drawings provided with the Technical requirements are notional and depict design and layout concepts. Alternate layouts may be considered by the Government. Contractor is responsible for determining final routing and spacing of utilities.

A. General:

The design conditions of the system shall match the existing Heating and Refrigeration Plant (HRP) and RDF operational parameters, including temperatures and pressures. The Contractor shall verify these parameters with the Owner. The existing secondary chilled water pumps shall be re-used for secondary distribution of the chilled water in the new A-Ring backup chilled water loop. The execution of the Contractor’s installation shall maximize system availability, limiting the times when the RDF plant is not available as redundant cooling.

B. Design:

All As-Built drawings provided by the Government shall be verified by the Contractor for accuracy.

It is the responsibility of the Contractor to familiarize themselves with the existing conditions of the space, verify all measurements, and collect all relevant data needed to produce the required design and construction documentations for a complete execution and construction of the project in accordance with all contract requirements. The Contractor shall correct any deviations found in the

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RFP drawings with each design submission (clouding any drawing alterations) and ultimately, in the final project as-built submission.

1. The concept drawings accompanying this SOW are not record drawings. The drawings are intended for the Contractor’s reference only, so that the Contractor understands the origin and terminus of the required utility services. The concept drawings are not meant to signify the only acceptable design solution for the utility routings, but rather to depict preferred utility routings. Should the Contractor choose to use the suggested design approach as depicted in these drawings, either for initial planning or for the design intent of this project to meet the stated objectives, as well as those objectives inherent in the concepts indicated in these drawings, the Contractor shall validate and verify these referenced drawings and their suitability for such use. The Government will consider alternative engineering approaches and design solutions by the Contractor. Such alternative(s), including BOD, design calculations, data, applicable drawings, design documentations and narratives supporting the alternative design shall be submitted for Government review and subsequent acceptance.

2. Existing Conditions Survey: The Contractor shall conduct a detailed existing site survey to understand and confirm the existing conditions of the project site described in this scope of work and in any concept drawings. All Government provided existing conditions documents and concepts shall be field verified by the Contractor for accuracy. The Contractor shall collect all relevant data needed to produce the required design (as applicable) and construction documentations for a complete execution of the project in accordance with all contract requirements. The Contractor shall confirm existing structural components; identify all existing utility locations, capacity, connections and depths within the limits of work. The Contractor shall notify the Government immediately of any potential hazardous conditions.

For Design/Build Contracts: Any deviations from Government provided existing conditions shall be captured in red-lined drawings and corrected in the Design Submissions.

3. Existing Conditions Tests: The Contractor shall be responsible for performing any tests necessary to confirm that existing conditions are adequate for the full execution of all planned work (e.g. condition of existing pipe, flanges, structural elements and capacities, routing and clearances). If the Contractor proceeds with the work before testing and confirmation have been completed, any rework due to issues with unsuitable existing conditions shall be at the cost of the Contractor. This includes implementation of manufacturer’s recommendations, recommended tests, and validation of product’s installation requirements.

4. Existing Conditions Report: All systems deficiencies and inaccuracies shall be reported to the Government in a written Existing Conditions Report to determine whether the Government will repair or replace the items, or if the Contractor shall propose a plan to perform the work. The format of the report shall be in Word or PDF. Failure to identify deficiencies indicates the Contractor’s concurrence that such systems are in good working condition. Refer to SOW, Section 3.0 “The Submittals Table.

C. Demolition:

The Contractor shall demolish items associated with providing RCW feeds to tenants not currently served by the RCW loop, and is not allowed to abandon in place. This includes:

1. Removal of existing ductwork and plumbing as necessary to relocate services to ease with the new RCW pipe routing and installation. Contractor shall reroute existing conduit and pipe, e.g., electrical, fire alarm, fire suppression, as required to achieve an efficient piping distribution minimizing pressure loss from excessive fittings. Any relocating will be at the expense of the CONTRACTOR and with minimal service impact and interruption to the

Redundant Chilled Water Loop Page 5 of 21 1/9/2017 tenants. A few congested areas are depicted in the BOD. Ensure all life safety, and fire suppression systems remain code compliant. Shop drawings with calculations for sprinkler and fire alarm will be required prior to any relocation.

2. Removing and capping existing piping that cannot be re-used or tied into from an RCW feed. Contractor shall not leave any dead leg pipes in place.

3. Removal of existing concrete floor and earth as necessary to support construction.

4. Removal of 8” CHW piping main header, branches, supports and appurtenances that served two tertiary pumps and heat exchanger that will be removed by site prior to the execution of this construction.

D. Main Loop Tie-Ins to Existing Valves:

Contractor shall tie into existing isolation valves provided by 9/10 Apex redistribution project in three different Apex Steam Rooms. These are the primary tie in locations under this project.

Additional information on the 12-inch and 10-inch main valves can found in Attachment A9:

“Basis of Design”.

1. The first connection is a 12-inch connection, which occurs at the 7/8 Apex blanked isolation valve. This will continue the 12-inch loop into the 5/6 Apex.

2. The second connection is a 10-inch connection, which occurs at the Apex 9/10 provided capped isolation valve. This continues the loop to 1/2 Apex. The steam room is particularly crowded in this area. The 10-inch tee provided for tie-in under this scope has 5-inch and smaller sprinkler piping and normal chilled water piping that encroaches the motorized valve.

3. The third tie-in will be a 4-inch branch tapped into an existing 10-inch RCW pipe in the 5/6 Apex Steam Room. Downstream of this 4-inch branch will require a new tee and two motorized isolation valves installed. The tee will be a 10-inch branch with isolation valves at the take-off and downstream of the take-off. This tee will connect the existing 10” RCW piping from room MG645 to the A-Ring Loop. These valves and tee will allow the new A- Ring loop to be fed by HRP or MG645 sourced CHW or RCW water, respectively.

4. The fourth tie-in will be a 5-inch branch into an existing 16-inch RCW pipe located on the first floor in the 1D712 Mechanical Room. During 100% design development, CONTRACTOR shall coordinate with facilities and owner to see if it is possible to re-utilize this existing 16” RCW riser to feed all the RCW tenants in the 6.5 Corridor. This flexibility will allow the A-Ring loop to be fed by normal CHW while the existing 16” riser can be fed from the RDF.

E. New Main Pipe Installation:

The A Ring tunnel is used for communications and IT cable distribution. To minimize potential damage due to a chilled water pipe leak, all piping installation shall be run as low as possible on pipe saddles on tunnel floor slab. Routing will be done in a manner to maintain egress and access to all existing electrical/communications/IT equipment. Potential challenges and additional information is identified in Attachment A19: “Basis of Design”, Sections 7.4 through 7.5.

1. The new 10-inch to 12-inch RCW piping runs through four remaining legs to complete the loop. The piping will run the entirety of the A-Ring. The A-Ring legs, between the apexes, are generally clear and allow flexibility for pipe routing. The critical areas of routing coordination occur in the five individual apexes. The A-Ring tunnel runs perpendicular to

Redundant Chilled Water Loop Page 6 of 21 1/9/2017 utilities that run from the inner ring tunnel (Central Utility tunnel) to each Apex steam Room. Some of the existing utilities include High Pressure Steam, High and Low Pressure Condensate, Natural Gas, Potable Water, Fire Protection Water, Electrical, which have a significant amount of existing piping and infrastructure. Egress and clearances must be maintained for serviceability and access. Contractor shall refer to Attachment A9: “Basis of Design”.

2. Each leg that requires new piping is approximately 350-400 feet long. Contractor shall refer to Attachment A8: “Existing Conditions Drawings” for sections that will require 10-inch piping and 12-inch piping.

3. Coordination of the two existing Domestic Cold Water backflow valves will have to occur in the A-Ring. Relocation of the BFV or transitions of the RCW main will have to occur to provide sufficient access to the existing utilities. Refer to Attachment A9: “Basis of Design”.

F. New CHW Risers:

Individual RCW risers shall extend from the A-ring apex steam rooms to above first floor corridor ceilings, routing between existing piping and other support infrastructure. The branch feeds from the apex steam rooms support risers that are grouped into an area, generally surrounding the particular wedge of the building. There are ten proposed new main risers, ranging in size from 3 inch to 6 inch in diameter. These risers are proposed to run up from the basement levels to feed various smaller riser branches located at various rings, floors and corridors of the building. The floor thickness ranges from 8-12 inches on the above ground floors and the first floor slab ranges from 12-16 inches. The Contractor shall ensure to not interrupt the everyday operation of employees and the IT CRAC units. For all of the units running 24/7, the Contractor shall coordinate outages, provide cooling, or assemble a plan of action for re-connecting, disconnecting or re-feeding units.

Additional information is included in the Riser Diagrams of the attached 35% drawings and the Basis of Design.

1. In many cases, for most of Wedges 2-5, the IT Rooms are stacked on floors 1 through 5 with the same size CRAC units on each floor. Each stack is typically served by a 4” CHW branch, routed in the first floor ceiling space and then up an existing chase to serve the other floors. The new RCW risers shall be reconnected into the existing 4” chilled water riser branches, which eliminates the need to run new piping to each AC unit on floors two through five. A new feed shall be provided from the new riser to include new isolation valves, strainers, and balancing valves. Existing temperature and pressure gauges shall be re-used where available and tested to ensure they are working properly.

2. Where rooms do not stack directly, a new feed shall be installed in the ceiling space on each floor to the individual standalone rooms.

3. Standalone rooms on the first floor shall be served from a nearby RCW riser with new piping in the ceiling space of the first floor. This is to avoid additional core-drills through the basement floor for single room requirements.

4. Each selected air handling unit shall be taken off-line and drained as part of the installation.

Each selected unit shall be flushed, recharged with chilled water, and vented. Contractor shall coordinate any outages with site. Many units support 24/7 spaces. The stand-by unit may be able to support one floor at a time. Each unit has existing isolation valves to make

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5. Tie in locations shall be designed and coordinated for the most efficient method. Wet tapping the pipe or utilizing isolated branch piping with existing shut off valves shall be utilized during design in order to cause the least amount of disturbance and the least required shut down of utilities.

6. Upon completion of the entire modifications to the redundant chilled water distribution, water flow to each air handling unit shall be balanced.

7. The risers shall be located within existing mechanical rooms and shall require new core drilled penetrations as they pass vertically through each of the five floors above. Risers shall not go through occupied corridors or offices. If Contractor cannot run piping in a mechanical or electrical space, the alternative piping route must be approved by the AHJ (Authority Having Jurisdiction).

G. Standby Secondary Chilled Water Pump:

Contractor shall install a secondary CHW pump to match existing pump (P8) which is a Bell & Gossett 150HP pump that is in the RDF currently. Pump P8 in the RDF is the first standby pump (N+1). The new pump will serve as the second standby pump (N+2). Contractor shall extend existing CHW header and run new branches to accommodate the new pump and ensure the piping and pump operates properly with existing set points and functionality. All motors shall exceed full-load efficiency requirements for premium motors set by Table 12-12 of NEMA MG 1- 2016 (National Electrical Manufactures Association, Motors and Generators) and 10 CFR (Code of Federal Regulations) Part 431 Section 25. Refer to Attachment A10: “eCFR Subchapter D Energy”.

H. Non-RCW Units:

In some cases, existing risers that will be refed by RCW also serves other non-RCW units. There are other cases where not all floors on a shared stack are to be RCW. These units shall be removed from the re-purposed RCW water and re-fed with normal chilled water from the original existing normal CHW service main. Typically these are 3/4-inch to 1-1/4-inch FCUs and non-RCW CRAC units. Contractor shall ensure only RCW units are connected to the RCW water feeds. Non-RCW units could potentially be connected to CHW mains/branches adjacent to the space. Contractor shall verify and document that there is enough spare capacity on the existing pipe to serve the additional units. Final design must be approved by Government.

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I. Automatic Valves:

All valves shall be Bray Series 30/31 or equal and capable of manual operation when actuator is being serviced or maintained; combination isolation and control valves are acceptable if they meet identified requirements. Valves shall be submitted to the Government for review and acceptance.

J. Pressure Sensors:

Pressure sensors will be installed in the main CHW piping. Static pressure sensors and differential pressure sensors shall provide automation including control hardware, software, and system programming. Pressure sensors will generally be located near each Apex Tunnel, between each set of automatic isolation valves.

2.1.3 Electrical:

1. The electrical design included in this project is in direct support of the new mechanical design. The electrical design shall include providing redundant power for the new stand-by secondary chilled water pump in the RDF. The design shall incorporate control panels and redundant power for all new valves and sensors that are needed to create and isolate the new redundant chilled water loop.

2. A new secondary chilled water pump and variable speed drive (VFD) shall be installed.

The Contractor shall install the pump and variable speed drive in the existing RDF plant near the other existing pumps. Locate new secondary pump at existing tertiary pump location. Location identified on the drawings.

A. Pump Requirements:

1. Standby Pump shall be connected with the other secondary pumps, to local RCW power panel.

2. The variable speed drive and pump shall be powered via a new 2 ‐inch IRCW, 3#4/0 AWG, 1# 3 GND circuit, from a new 350A, 480V, 3‐phase, 3‐pole circuit breaker in a 480 volt, 3‐phase, RCW distribution panel.

2.1.4 Controls:

1. The existing mechanical controls for the RCW are controlled by an industrial grade Allen Bradley programmable logic controller based system (multiple PLCs). Control valves, thermostats and dampers are all monitored and controlled by this system. NAE control boxes are tied into a central control panel. Existing RCW system is tied into in different PLC locations on site. Contractor shall design, integrate and commission operation set-points and emergency operation set points. These systems tie into Metasys and Iconics as well, and all 3 systems require verification during testing and commissioning.

2. Instrumentation and control wiring for all new equipment shall be installed and connected to the existing control network. The Contractor shall be responsible for all necessary programming and graphic updates to the existing control system to include but not limited to: the new pump, variable speed drive, motorized valves, flow sensors, and pressure sensors.

A. Controls Requirements:

1. Controls subcontractor shall have personnel with a minimum of 10 years Allen Bradley

Redundant Chilled Water Loop Page 9 of 20 1/9/2017 and Rockwell Automation PLC programming and installation experience and shall be US citizens.

2. The new secondary chilled water pump is required to tie into an existing RDF PLC cabinet, which controls chiller plant pumps. RDF PLC cabinet has adequate capacity for new secondary pump. However, PLC expansion modules will be necessary to support the additional control points.

3. Two existing RCW control panels shall have expansion modules installed in order to accept additional control points. Contractor shall install three (3) new RCW panels in the basement steam rooms. New chilled water loop control panels shall be connected to local RCW power panels.

4. Contractor shall provide six (6) pair fiber optic cable (52.5 micron) in conduit to connect new control panel at ¾ Apex to existing CV-16 control panel at 5/6 MER and to new control panel at 1/2 Apex and from new control panel at 1/2 Apex to CV-7 control panel in MB945 (near 9/10 Apex Steam Room). Hardware in new panels to match equipment in CV-16 panel.

5. Contractor shall provide the following at control panels and for wiring from control panels to valves:

a. Interposing relay shall be provided with heavy duty bases with RC combination filtering.

b. The maximum voltage across the relay basis shall not exceed 20V.

c. Meet all NEC requirements for conduit fill and grounding.

d. Use single stranded 18 Gauge wire rather than bundle wires.

e. Open/closes status indicator should switch hot lines rather than neutral and should have line independent from motor control line.

f. There shall be no more than a maximum of 1 valve set to limit the number of control valves being serviced by conduit.

g. Provide N+2 power supplies, i.e., extra power supplies.

2.1.5 Controls Sequencing:

Site has existing operation levels for emergency use and procedures. Contractor shall ensure new design is incorporated into the existing sequencing and that the new sequences of operation are updated per site requirements and approved by site.

A. While coordinating with the redundant chilled water group, the Contractor shall design test and commission different levels of load shedding. The Contractor shall ensure there is sufficient CHW from the RDF to support all the above ground rooms.

B. Contractor shall validate load shed capacity and operation sequence before designing the load shedding scheme.

2.16 Technical Performance Requirements:

Chilled water piping shall be electric resistance welded or seamless Schedule 40 black steel pipe conforming to ASTM A53. For piping 4 inch and smaller, provide ANSI/ASME B16.3 iron screwed fittings or ASME B16.11 socket welding (Class 3000) or threaded type (Class 2000).

Provide ASME/ANSI B16.9 butt-welding fittings or ASME/ANSI B16.5 flanged type for piping 2- 1/2 inch and larger. Piping 4 inches and smaller may be ASTM B 88 Type K or L copper. Press fit type mechanical connections shall be permitted for use with copper pipe and tube of sizes 4 inches and smaller. Insulate chilled water system and accessories for the required temperature and service in rigid block, semi-rigid board, or flexible unicellular insulation to fit as closely as possible to

Redundant Chilled Water Loop Page 10 of 20 1/9/2017 equipment. Insulate chilled water piping with cellular glass insulation (ASTM C 552, Type II, and Type III) or polyisocyanurate insulation (ASTM C 591, type I). Provide all-purpose jacket with vapor retarder.

All floor and wall piping penetrations shall have black steel pipe sleeves with an approved fire retardant. Floor sleeves shall have a "sealed lip" pipe sleeve. Main CHW piping shall have PVC jackets.

A. Welding

All piping systems shall be Shielded Metal Arc Welded in full compliance with Section IX of the ASME Boiler and Pressure Vessel Code, ASME B31, (which includes Sections B31.9 Building Service Piping and B31.1) and AWS D1.1 Structural Welding.

The CONTRACTOR's welders shall be currently qualified and certified in the method, position, and thickness range required to perform the work in this SOW and as captured with ASME Section IX of the Boiler and Pressure Vessel Code.

The CONTRACTOR shall provide proper documentation attesting that he/she is currently qualified and certified, by what means he/she obtained certification and the time lapse when he/she last performed this welding technique.

Visual and nondestructive examinations shall be performed by the Contractor to detect surface and internal discontinuities of the completed welds.

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 coordination through the Government and shall integrate their work into the project as a whole.

2.3 Testing

A. Visual inspections shall include at a minimum undercut, slag inclusions, porosity and overall appearance.

B. Hydrostatic testing shall be conducted and in accordance with ASME B31.9 Section 937.3.

C. Contractor shall employ the services of a qualified commercial third party inspection firm or testing laboratory (A Level II or III visual inspector in accordance with reference 4.2, which has been prepared in accordance with SNT-TC-1A (2006 Edition)) approved by the KO.

D. All methods of visual examination shall be required in order to meet the inspection criteria for 100 percent of the welded connections to include if necessary Remote Visual Examinations.

E. The third party inspector shall provide a detailed inspection report describing each characteristic and method used to examine, verify or witness in order to verify compliance.

F. Inspection Characteristics shall include: Cleanliness, Items identification for traceability purposes, Edge Preparation, Fit-Up, Welder Qualifications, Filler Metal, Tack Weld, Welding Procedure, Root Inspection, Temporary Attachments (removal), Final VT and Base Material Defects.

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2.4 Commissioning:

Contractor to coordinate and work with Government 3rd party agent.

A. The following systems will require commissioning under this Contract:

1. Mechanical

a. TAB Verification

b. EMCS Head End including M&V

c. CHW Pump

d. Motorized Valves

e. Pressure Sensors

f. Flow Sensors

g. CHW Piping

h. EMCS Controls

2. Electrical Distribution System

a. Panel Boards

B. Commissioning Requirements: For further commissioning requirements, refer to Attachment A2: “ FSD Construction Management General Requirements” and all SOW Attachment D documents.

1. The Contractor shall provide flow testing and balancing of the water distribution system affected under this task order and for new chilled water routing. The Contractor shall perform analysis to verify existing CHW flow and pressure prior to the execution of the work and immediately after the installation of the new pipes. The CHW flow and pressure analysis shall be submitted to FSD for review.

2. The Contractor shall specify, provide, and install appropriately sized valves, balancing valves, low point drains, and high point vents as necessary to balance water flows, protect components and isolate equipment for service and repairs as required. The Contractor shall test newly installed valves.

2.5 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 secure fence area.

2.6 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 1.4: Storm Water Management Plan / Erosion and Sediment (E&S) Control Plan Section 1.14: Landscape Excavation/Damage Repair Requirements Section 2.6.3: Weather Delays Section 2.6.4: Work Stoppage for Weather Section 4.2: Historic Approval Documents Section 4.3: Design Intent Documents (DID) Section 4.7: Transfer & Acceptance of Military Real Property (DD Form 1354) Section 4.8: Sustainability Design Requirements

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Section 5.12: Elevator and Escalator Certificates of Operation Section 5.13: Attic Stock Delivered Inventory Section 5.14: Certificate of Occupancy Section 5.18: Utility Room List Section 5.19: Joint Use Rooms List

2.7 Project Constraints

2.7.1 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 14 calendar days in advance before beginning any construction work. The Contractor shall submit any request to the Government in writing, 7 calendar days prior to commencing off-hours work.

2.7.2 Project Specific Sequencing/Requirements:

A. Outages: All outages shall be scheduled for Pentagon off-hours. Wet tap connections and outages required to connect existing lines to new lines shall be scheduled on the weekend. The Contractor shall provide temporary spot coolers or other supplemental cooling where cooling loads are interrupted due to project related outages.

Time and costs that may be lost because of submitting a late outage request, or not having provided proper documentation, information, or research, shall be the sole responsibility of the Contractor.

The Contractor shall provide any and all resources required to ensure the outage/assistance process does not impact their schedule, including attendance of weekly outage coordination meetings with the building.

Contractor and subcontractor shall be able to mobilize and demobilize as necessary, and in accordance with sequencing of work and outages. Outages may be postponed by the Government due to operational requirements or other restrictions. During these postponements, the Contractor shall either demobilize or perform other work, and this resequencing is at no cost to the Government. Ensure that both the Contractor and Subcontractor’s labor force is capable of responding by adding or deleting manpower.

Contractor shall develop and maintain an extensive outage sequencing matrix that captures locations, drawings associated with outage, outage durations, methods and procedures, proposed dates. This shall be updated weekly by the Contractor.

B. All pipe deliveries shall be after hours and shall be a maximum of 10' -0" sections. Note that

Contractor is responsible for sizing pipe to ensure that it can be transported to location, and installed, as appropriate.

C. It is critical that traffic operations be maintained throughout each phase of the construction.

The contractor shall be required to adhere to the following requirements:

A. The Contractor will be required to submit all necessary documents for personnel badging, photos permits and vehicle / equipment access through the RDF. This process could take up to 30 days.

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B. Throughout the entire construction period, there should be no full corridor closures. All construction activities that involve work in corridors shall occur during non-peak times (9 AM

– 3 PM) during the week or on weekends.

C. Access for traffic in corridors shall be maintained at all times.

D. Existing utilities and services are expected to remain in service throughout construction.

Contractor shall notify Contracting Officer of any services that will be affected during demolition and construction and apply for a permit to do so.

E. Fire Alarms: If modifications to the fire alarm are required, the fire alarm system must be compatible and interoperable with the Central Command such that those devices are able to be disabled and reset from the existing Pentagon Simplex system. The Contractor's design shall include modifications to the fire alarm and fire protection systems as necessary to meet code.

The fire alarm system is manufactured by Simplex and the new equipment shall be fully compatible with Simplex to operate accurately and reliably within the existing system.

F. The Contractor shall provide make-up air to the tunnel and use a scrubbing exhaust system during all welding and cutting processes. Means and methods of air intake and exhaust are the responsibility of the Contractor.

2.7.3 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.

2.7.4 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 and any affiliated Contractors and/or Sub-Contractors associated with the Awarded Contract must obtain a Photo Permit prior to taking photographs on the Pentagon Reservation.

2.7.5 The Contractor shall deliver this project as ‘Construction Complete’ per Attachment A2: “FSD

Construction Management General Requirements”, Section 5.0 Closeout no later than (#) calendar days after Government acceptance of the work at the final inspection.

2.7.6 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.

2.7.7 Hazardous Materials and 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 for further information.

3.0 THE SUBMITTALS TABLE

3.1 All documents shall be submitted in a PDF file format unless otherwise noted.

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3.2 The period of review begins when the Government receives a complete and reviewable submittal package (i.e. appropriate transmittal, with specification number, and complete submittal information).

Please reference Attachment F1: “Document Control Transmittal Process”. 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 the deviation. Government review or approval of any submittal, shop drawing or plan shall not waive any SOW requirement unless expressly waived by the Government 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

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)

21 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 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

1.5.1 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

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1.6 Preconstruction Submittal

Register

21 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

1.11 Outage Matrix

120 calendar days in advance of first planned outage

Electronically / Hard Copy weekly – this will be a living document

14 Calendar Days

1.12 Access Request Forms

5 Business days prior to the requested dates of access

Electronically via Email

5 Business 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 21 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 21 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

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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 Days

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)

14 Calendar Days from

NTP

3 Hard Copies and 1 CD

14 Calendar Days

3.2 Construction Quality Control

Plan (CQC)

21 Calendar Days from

NTP

3 Hard Copies and 1 CD

14 Calendar Days

3.3 Accident Prevention Plan

(APP) and including initial

AHA

21 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

4.4 Design Documents (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

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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

4.9 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

21 Calendar Days

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

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 fire alarm testing completion and acceptance

1 Hard Copy and electronically via e-mail

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

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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 30 Calendar Days prior to

Contract Completion

1 Hard Copy and

1 CD

14 Calendar Days

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

4.1 ATTACHMENTS

These documents supersede MACC base contract requirements unless noted otherwise in the statement of work.

Attachment A: Project Requirements

1. WHS Building Code Rev. 5.0

2. FSD Construction Management General Requirements Ver. 3.0

3. WHS Fire Regulations Rev. 7.0

4. USP Technical Volume

5. Pentagon Sign Types Ver. 1.1

6. Reservation Finish Standards

7. Pentagon Facility Guide Specifications

8. Existing Conditions Drawings

9. Basis of Design

10. eCFR Subchapter D Energy Conservation

Attachment B: IT Requirements

1. IT PDS & B-Zone Box Schematics

2. IT Symbology

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3. ITA Telecommunications Distribution Design Methods Rev. C

4. Protective Distribution System Standards

5. TIA-569-C Telecommunication Pathways and Spaces

6. TIA-569-C-1 Addendum 1

7. TIA-569-C-Errta

Attachment C: Security Requirements

1. IC Tech Spec ICD-ICS 705 Ver. 1.3

2. Design & Construction Security Standard

3. UFC for sensitive information 4 010 05

4. Unclassified Security Requirements

5. DOD Manual 5200.01 Ver. 3

6. DoD Manual 5100.76 - Physical Security of Sensitive Conventional AA&E

7. DoD Instruction 5100.76 - Safeguarding Conventional AA&E

8. Military Handbook 1013-1A - Design Guidelines for Physical Security of Facilities

9. UFC 4-021-02 - Electronic Security Systems

10. DoD Manual 6055.09-M Vol 1 - DoD Ammunition and Explosives Safety Standards

11. UFC 4-010-01 - DoD Minimum Antiterrorism Standards for Buildings

Attachment D: Commissioning

1. WHS Master Commissioning Plan 2016

2. General Commissioning Requirements (SECTION 1 91 13)

3. Fire Suppression Commissioning (SECTION 21 08 00)

4. Plumbing Commissioning (SECTION 22 08 00)

5. Mechanical Commissioning Requirements (SECTION 23 08 00)

6. Electrical Commissioning Requirements (SECTION 26 08 00)

7. Project Decommissioning Plan and Procedures Manual

8. Operations & Maintenance Requirements

9. SOMM Requirements

Attachment E: Equipment Labeling

1. Pentagon Equipment Labeling Standard Rev. 9

2. Sample DMEL

Attachment F: Document Control

1. Document Control Transmittal Process Ver. 2.0

2. Submittal Form Ver. 3.0

3. Submittal Register Template Ver. 2.0

4. RFI Template Ver. 2.0

5. Sample Progress Meeting Agenda Ver. 1.0

6. Estimating Template Contractor Ver. 2.3

7. Pre-Final and Final Inspection Form

8. WHS Building Code Permit Application

Attachment G: Quality Control

1. UFGS 01 45 00.00 10 Quality Control

2. QC…