Pembina_-_Port_Upgrades_SOW.pdf

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DESIGN- BUILD STATEMENT OF WORK

U.S. GENERAL SERVICES ADMINISTRATION, ROCKY MOUNTAIN REGION 8

Date: 4/11/2019

Section 1: Project Title Pembina – Port Upgrades 2019 Section 2: Project Location, Building Name, & Building Number Land Port of Entry 10980 I-29 Pembina, North Dakota 58271

Section 3: Contact List

Contracting Officer (CO) Name: Pam Burley Email: Pam.Burley@gsa.gov Phone (C): (701)566-6129

Contract Specialist (CS) Name: Kim Westerhaus Email: kim.westerhaus@gsa.gov Phone (C): (303)888-3319

Project Manager Name: Max Vrlec Email: Max.Vrlec@gsa.gov Phone (C): (720)292-0788

Property Manager Name: Curt Schumaier Email: Curtis.Schumaier@gsa.gov Phone (C): (701)340-5954

DESIGN- BUILD PROGRAM

Section 4: Design- Build Requirements

1) The Contractor will be responsible for all aspects of design and construction to complete the project objectives. All required Architect and Engineering (A/E) services are to be provided in house by a licensed A/E or subcontracted out by the Contractor to a licensed A/E.

2) The Contractor shall provide design services, including field surveys of as-built conditions, coordination with GSA and the tenant agency, and preparation of the bidding documents and construction administration necessary to perform the work as described herein.

3) Based on design approval, the contract will then move into construction/implementation of the design as outlined in the design documents and the below construction segment of this document. Upon receiving written approval from GSA the contractor may begin construction prior to design completion.

DESIGN PHASE

Section 5: Project Background & Project Description CBP requires a variety of security upgrades to the port, the creation of a detention suite, a new exit control system and a new booth for Lane 5(bus lane).

Section 6: Project Objectives

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The below work requires Design. Section 7 Construction Requirements lists work items that do not require Design and are Construction only.

Creation of Detention Suite

Contractor shall complete a Design for the Detention Suite. Contractor shall provide 65%, 95% and 100% CDs. The Government review period for the 65% and 95% CDs shall be 2 weeks. All drawings shall be stamped by the appropriate professionals, all of which shall be licensed to work in North Dakota.

Contractor shall perform construction necessary to accomplish the new layout identified in the Detention Suite DID(Design Intent Drawing). Contractor shall modify fire alarm system, fire suppression system, HVAC system, lighting, flooring, electrical and any other work necessary to complete the project and meet applicable codes.

Requirements for construction:

Wall in hallway near A123 shall be constructed of CMU and extend to deck.

Walls in the lobby area(near rooms A144 and A117) shall be constructed of metal studs and drywall.

Detention Suite Access Doors shall be constructed of 12 gage steel clad hollow core metal, 1 ¾-inches thick and hung on hollow 14 gage metal frames.

Detention Suite Access Doors shall have card readers installed on both sides.

Contractor shall provide all labor and materials necessary, including any additional infrastructure equipment, necessary to add these card readers to the existing system.

Contractor shall perform all work necessary to include any new, or changed, equipment to the BAS. This includes any equipment, programming, graphics, etc necessary to make the system fully functional and meet all GSA requirements.

Door Hardware shall include:

A lockset with a latch bolt that has a minimum ¾”-inch throw, retractable by key from the outside or an inside lever with the outside lever fixed.

Automatic door closure.

Door stop.

The door hardware for the two new access doors shall include UL-634, Level 1 or 2 High Security Switch (HSS), or a Balanced Magnetic Switch (BMS). The HSS must be resistant to external and internal tampering. IDS Equipment shall be Underwriters Laboratory (UL) 2050 approved (certified)

The new access doors shall also be equipped with a delayed means of egress and shall concur with the (NFPA) National Fire Protection Association 101 Life Safety Code Section 7.2.1.5.6 in addition to GSA P-100, International Fire Code and the International Building Code. It will be the responsibility of the contractor to ensure full compliance of the required code reference in addition to providing qualified fire protection technicians to perform the work prescribe under the requirements of 7.2.1.5.6.

Relocation of FDA within the Port from Room A135 to Rooms A145 and A146:

Contractor shall phase this portion of the work to minimize disruption to both CBP and FDA operations.

Contractor shall relocate all telecommunications equipment and perform all

3 | P a g e necessary work to make the systems fully operational

Contractor shall provide 3 phone lines, one of which will be utilized for Fax

Contractor shall relocate electrical outlets as needed to provide power for 3 workstations

Contractor shall provide electrical outlet for the Fax machine

Contractor shall provide 2 data drops for each of the 3 workstations

Contractor shall relocate furniture and equipment to A135. All furniture and equipment will be coming from within the Pembina LPOE.

Contractor shall perform all work necessary to include any new, or changed, equipment to the BAS to make it fully functional.

Renovation of Room A135 for CBP Use

Contractor shall provide 2 data drops and 1 phone drop for each work station.

There will be a total of 6 work stations.

Contractor shall provide 2 data drops at each of 2 locations, for a total of 4 drops total, to be used for future equipment.

Contractor shall provide a data drop for a video monitor. Height to be designated by the COR.

Bus Lane Booth Sitework

Design and Construct a foundation and associated infrastructure for Lane 5 that will accommodate the new Hi-Low Booth. Design shall take into account soil conditions – geotechnical sampling is required. Determine size and strength of concrete footing/foundation and location of anchor clips and embedded bolts.

Foundation should be of sufficient size and strength as determined by a qualified engineer to fully support the new booth. Design shall take into account all electrical, data and any other services that need to be brought to the booth for it to be fully functional.

Install new 6’ x 4’ x 9’ concrete crash barrier located in front of booth in accordance with Land Port of Entry Design Standard dated September 2014.

Install minimum two concrete-filled steel bollards or equal constructed bollard 6 inches from each back corner of the booth and another next to the booth side door. These bollards protect booths from vehicles and provide a safe area for CBP Officers to stand. Bollards used to protect booth shall be rated M-40 at a minimum. Bollards used to protect lane infrastructure shall be rated M-30 at a minimum.

Hi-Low Booth

Contractor shall provide design documentation for the new booth.. The design of the prefabricated booth will not require the stamp of a professional engineer. Design shall be submitted as shop drawings for review and approval. Provide dimensional or scaled floor plans;

building sections; wall and footing sections and details as required. Related mechanical and electrical plans showing the interfacing of work of different disciplines shall be included. As-built

4 | P a g e drawings for existing booth and foundation are not available. All design must satisfy the requirements of this SOW and the Land Port of Entry Design Standard (2014).

Booth requirements:

Provide and install new pre-fabricated high-low inspection booth in accordance with the Land Port of Entry Design Standard dated September 2014. The split level inspection booth is a pre-fabricated metal enclosure on a concrete platform with a wide-angle view and bullet resistant enclosure. Booth exterior walls and glazing shall be constructed to meet or exceed UL-752-95 Level 3 for bullet resistance and ASTM F1233 Class 3 Level III for forced entry resistance. This booth type is able to service noncommercial vehicles in the at-grade portion of the booth and commercial traffic in the upper level of the booth. The lower part of the booth shall be positioned in the front of the booth in order for the officers to have an unobstructed view of incoming traffic.

Create a wide angled view in order for the officer in the upper section to see the oncoming trucks.

The sliding window in the sliding door for the lower part needs to slide from right to left.

Mirrors shall be installed to allow CBP officers to view license plates of vehicles.

Counters: Provide as much counter space for the upper section as possible.

Also, provide the ability for the both counters to be adjustable in height from 30” (minimum) A.F.F. to 40” (maximum) A.F.F.

Contractor shall install a multi-mode 12-pair fiber optic line from the LAN Room to the booth, including new conduit from the nearest communications box to the booth.

Contractor to provide switch and patch panel for booth, to be located in the crawlspace underneath the booth.

Contractor shall install a total of 12 data drops from a patch panel inside of the booth to three quad-data outlets. One quad outlet shall be installed underneath the counter on the low side of the booth, and two on the high side of the booth underneath the counter. All network cabling shall be Schedule B or B standard.

All network equipment shall be properly grounded.

Contractor shall install grommets in countertops for cabling.

Provide and install powered solar shades for windows inside booth.

All lighting inside booth shall be LED and dimmable.

Exterior appearance should match as closely as possible to adjacent existing booths.

Exterior stairs for the new High-low Booth shall be steel grated metal stairs.

Provide and install roof mounted HVAC system in accordance with Land Port of Entry Design Standard dated September 2014 and Attachment 1, Room Data Sheet. System shall be controlled by the BAS. BAS equipment, configuration and programming shall meet all GSA requirements.

Provide over the window heating units that do not exceed 50 decibels when in operation.

Provide 2 wide angle CCTV Cameras inside of the booth, per the attached LPOE Design Standard, and connect them to the appropriate DVR in the CSC.

Electrical panels for booth shall be connected to the generator.

Gap between booth and foundation shall be sealed to prevent any water from penetrating into the crawlspace.

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Please see Attachment 1 Room Data Sheet for all requirements.

Updated Drawings At project completion the AE shall update all drawings, both interior and exterior, of the port to incorporate any modifications made to the port as part of this contract.

OPTION 1: St John Door

Contractor shall install a new door at the location indicated in the supporting document St John LPOE – Door Location. Door shall swing in.

Contractor shall install a window above the door, as well as a sidelight if necessary, to maintain a uniform appearance with the adjacent windows.

The entire assembly shall be constructed to meet or exceed UL-752-95 Level 3 for bullet resistance and ASTM F1233 Class 3 Level III for forced entry resistance.

Contractor shall provide all labor and materials necessary to connect the new door to the existing alarm system.

OPTION 2: Renovation of new FDA Suite(Rooms A145 and A146)

Contractor shall remove the walls within FDA’s new suite to create one room.

Contractor shall modify the ceiling grid and lights as needed to provide appropriate lighting for the space.

Contractor shall install new carpet throughout the suite.

Contractor shall modify HVAC and fire suppression systems, as needed, to meet all applicable codes and requirements.

Contractor shall paint all of the walls within the suite with two coats of paint.

Contractor shall anticipate that this option is likely to be executed post-award. Design for this portion of the project will likely not happen concurrently with the rest of the design work.

CONSTRUCTION PHASE

Section 7: Construction Requirements Once Construction Notice to Proceed (NTP) is issued, the Contractor will provide all the labor, materials, and supervision necessary to successfully complete construction of the final approved construction drawings. The below work items do not require a design, but may require shop drawings or submittals.

Security Upgrades

Install Blast Film on Perimeter Windows Contractor shall supply and install blast resistant transparent window protection material on some designated exterior windows to protect personnel from the hazards of flying glass, as a result of impact or explosion. Windows to have blast film installed on them are indicated on documents Blast Resistant Windows I and Blast Resistant Windows II.

Provide and install wet-glazed or mechanically attached shatter resistant material not less than 0.18 millimeters (7-mils) thick on all exterior windows. It must meet a minimum glazing performance condition of 3B, as outlined in GSA’s Standard Test Method for Glazing and Window Systems. Contractor shall obtain certification from a licensed professional engineer that window assemblies meet a minimum glazing performance condition of 3B, as outlined in GSA’s Standard Test Method for Glazing and Window Systems.

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1.1.2.1. Certification must be made using the GSA’s Window Glazing Analysis Response and Design (WINGARD) method version 4.1 or later. This is software developed by Applied Research Association (ARA) for GSA. Or, use WINLAC version 4.3

Propane Tank Fencing

Contractor shall supply and install metal fence around the propane tanks.

All fences must be a minimum 1 ft. top guard, for a total height of no less than 8 ft. The top guard shall be an outward slanting (45 degree angle) steel outrigger with three strands of barbed wire per arm post extension permanently affixed to the fencing post or wall.

Barbed Wire shall be twisted, double strand, number 12-gauge wire, with four point barbs spaced four in. apart. Distances between strands shall not exceed six in.

Chain link fabric height shall be 7 ft. and have twisted and barbed selvage at the top and bottom.

Chain link shall be laid out in straight lines to permit unhampered observation. It shall be constructed of 9-gauge or heavier mesh material with mesh openings two in. square maximum.

Fabric shall consist of No. 9-gauge wires woven into a 2-in. diamond mesh, with dimensions of fabric and wire conforming to ASTM A 116, ASTM A 121, ASTM A 390, ASTM A 702 and ASTM F 626, with 1.2 ounces per square ft. zinc galvanizing.

Fences not exceeding 12 ft. in height shall have one-piece fabric widths.

Federal Standard RR-F-191/2 shall be the basic criteria document for security fence and gate designs. The use of residential grade construction is not permitted.

Sod shall be installed in any areas that are damaged/disturbed due to the installation of the fence.

CCTV Cameras

Contractor is to furnish and install a total of 18 fixed security cameras at the locations indicated in the attached document Proposed CCTV Camera Locations

– Pembina LPOE. Contractor shall submit a 2-dimensional drawing that shows the FOV of the cameras for approval by the COR.

Contractor shall furnish and install an NVR that is compatible with the current system.

Contractor shall furnish and install all necessary components for a fully functional system, including, but not limited to, conduit and cabling.

All work related to the surveillance system shall meet the requirements in the 2014 CAVSS Design Guide Standards document.

Contractor shall submit all equipment and materials for approval by the COR.

All equipment for the CCTV system shall be connected to circuits that are powered by the backup generator.

Secure Storage Room (C213)

Contractor shall remove all items and equipment from the room and store them temporarily at another location within the LPOE. Return items to Room C213 once work is complete.

Contractor shall remove the interior layer of drywall and install expanded metal.

Expanded metal shall be in a 1½-inch x 2-inch diamond pattern, attached to metal studs and spot welded at 6-inch intervals. If wooden studs are used to attach the expanded metal, the studs shall be no less than 2-inches x 4-inches;

7 | P a g e otherwise, it shall be securely anchored to the stud with stainless steel screws and washers. The screws shall be no less than 3-inches in length and installed at no more than 6-inch intervals. The expanded metal shall be affixed in a manner to prevent tampering, and to show evidence of attempts at removal.

Contractor shall install drywall over the expanded metal and finish and paint all walls within the room.

Contractor shall install either ½”-inch steel bars welded 6-inches on center both horizontally and vertically OR 9-gage expanded metal diamond mesh in any ducts that penetrate the walls of C213.

Search Rooms A123 and A124

Contractor to remove existing search counters and install stainless steel exam tables, or counters, that are 36” L x 30” D securely attached to wall and concrete bench. The surface of the table, or counter, shall be 30” AFF.

Hold Room A126

Provide and Install fixed CCTV cameras with detention grade housing and wide-angle lens in the hold room. Cameras shall be positioned so as not to degrade privacy.

Provide and install a detention grade duress alarm button interior side adjacent to entry door with keyed reset/disabled control outside of room.

Provide and install handcuff rings to the bench.

Hold Room A137

Install fixed CCTV cameras with detention grade housing and wide-angle lens in the hold room. Cameras shall be positioned not to degrade privacy.

Provide and install a detention grade duress alarm button interior side adjacent to entry door with keyed reset/disabled control outside of room.

Provide and install handcuff rings to the bench.

Contractor shall supply and install a 36-inch stainless steel detention grade modesty screen in the toilet area. Modesty screen shall be secured to the floor and wall, with the bottom edge of the screen 12” AFF.

Hard Interview Rooms A138 and A139

Refer to Document Hard Interview Room Requirements for room layout

For Each Room:

Remove existing furniture and store at a location within the LPOE, to be designated by the COR.

Provide and install 30” x 60” detention grade mar resistant table, secured to floor.

Provide and install a stainless steel detention grade bench, 5’ L x 16” D x 16” H

Provide and install handcuff rings, securely attached to table at a location on the table specified by COR.

Relocate camera from West wall to East wall.

Install a detention grade duress alarms 6” above table and at the door.

Soft Interview Room A140

Relocate Camera from West wall to East wall.

Install a detention grade duress alarms 6” above table and at door.

Lab A144

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Install a total of 8 CAT-6 runs from the CBP LAN room to Room A144. Install 2 data outlets at the locations indicated in the below drawing, with 4 runs terminated at each outlet.

LAN Room A117

Contractor to install ¾” Fire retardant plywood to the interior side of the LAN room walls(with the exception of the CMU wall) from floor to deck. Plywood shall be securely fastened to the studs and painted to match the rest of the room.

Contractor shall take into consideration the curvature of the walls at the corners of the room and ensure that the assembly still meets all relevant code requirements.

Contractor shall install either ½”-inch steel bars welded 6-inches on center both horizontally and vertically OR 9-gage expanded metal diamond mesh in any ducts that penetrate the walls of A117.

Exit Control System The purpose of this system is to be able to provide drivers with a ticket that will expire after a set amount of time, to prevent them from lingering in the inspection area and causing a traffic jam.

Remove existing exit control system

Install new exit control system that includes:

o Total of 8 ticket dispensers. One dispenser shall be located in each of the four primary inspection booths, one within the Cargo Lobby and one at the Relo VACIS building. Contractor shall provide 2 extra units to be used for spares.

Ticket dispensers shall be sized to fit underneath a counter.

o Two Ticket Readers at the exit gate, one positioned for truck height interaction and one for passenger vehicle height interaction. Contractor shall provide 1 extra unit to be used as a spare.

o Exit gate operator with arm. Contractor shall provide one spare arm.

o Exit Control System shall be capable of operating in a non-networked configuration.

o Exit Control System shall have intercom capability. Both ticket readers shall have fully functional intercoms and communicate with the Cargo Lobby.

o Exit Control system shall be Amano McGann Opus system, or equivalent.

o Furnish and install bollard to protect the highest reader. Furnish and provide a gate arm support for when arm is in the raised position.

Section 8: Proposal Pricing & Site Visit

1) Pre-proposal Site Visit Meeting: April 29, 2019 at 10AM CST at the Pembina LPOE

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a. The site visit shall consist of a meeting to review the design requirements followed by a walk-thru of the project site. The meeting shall be attended by the A/E and GSA project personnel, and appropriate sub-contractors.

b. The A/E shall perform any site reviews necessary to ensure the design documents correctly reflect the existing conditions of the project area to include any field verification.

c. Review the solicitation/evaluation requirements.

2) Cost Proposal Requirements:

a. Design Pricing- When submitting a proposal, provide a cost breakdown for each task based on estimated unit hours to perform each task.

b. Construction Pricing- When submitting a proposal, provide a cost breakdown for each task into the following categories: Materials, equipment, labor hours, subcontractor's quotes, overhead, profit, and bond. Pricing shall be broken down by Construction Specification Institute (CSI) divisions.

c. Base Price- Design & Construction

Section 9: General Requirements

1) Contractor Use of the Premises During the period of the design, the contractor will have access to the site only during business hours of 6:00 am 6:00 pm. No on-site work shall be performed outside these hours or on holidays unless otherwise directed by the Contracting Officer. The contractor will need to coordinate with the Contracting Officer to arrange access to the parking lot.

2) Progress Meetings

a) The contractor shall schedule weekly meetings with the GSA and subcontractors.

The A/E shall keep meeting minutes and distribute copies at the following meetings.

The meeting agenda will include the following as a minimum: Approval of previous meeting, review of work progress, field observations, problems and decisions, identification of problems which impede planned progress, review of submittals schedule and status of submittals, maintenance of progress schedules, planned progress during the succeeding work period.

b) All work shall be approached with the objective of accomplishing the project goals while meeting current codes with the least amount of tenant interruption. This scope is not to be considered all inclusive, therefore the A/E shall exercise due diligence to ensure that all aspects of the design are addressed.

c) If additional services outside the scope of this contract are required, the contractor shall notify the GSA project manager before any additional work begins.

d) The contractor may contact the building manager or project manager for access to existing plans and prior studies conducted for this building. The contractor is responsible for duplicating the drawings. This includes copying or producing electronic backgrounds.

Section 10: Period of Performance & Project Schedule Once notice to proceed or award has been issued, the contractor has 60 calendar days to complete the design and 90 calendar days to complete construction. The contractor must also promptly begin the badging process at the time of award. Please allow a minimum of 30 days to complete the badging process. Extensions will be granted for unforeseen conditions and other factors outside of the contractor’s control at the Contracting Officer’s discretion. Contractor to provide overall project design and construction schedule that does not exceed the period of performance.

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Section 11: Universal Scope Requirements

ALL of the requirements in this section are MANDATORY for ALL GSA projects

See the attached Universal Scope Requirements document for the full details outlining each item

Failure to comply with any and all of the requirements will result in the project not being accepted as complete

REQUIREMENTS for ALL Projects (Construction, Design & Design/Build)

a) Safety and Health Program

b) Asbestos Containing Materials. To comply with federal and state regulations as well as GSA policy, an asbestos pre-alteration assessment is required for all construction projects as outlined in Section B of the Universal Scope Requirements.

c) Lead Containing Paint / Lead Based Paint

d) Excavation Permit

e) Utility Locates

f) Green Purchasing

g) Construction Indoor Air Quality (IAQ) Management Plan

h) Construction Waste Diversion

i) gBuild

j) Historic Compliance

k) Accessibility

l) Commissioning (for all new AHUs or all new building system equipment)

m) GSA IT Network

n) Building Monitoring and Control Systems (BMC)

o) Advanced Metering System

p) Sustainable Environmental Management System (SEMS)

REQUIREMENTS for DESIGN & DESIGN/BUILD Projects only

a) Asbestos Containing Materials

b) Energy Design

c) Electrical Design

d) Lighting Design

e) Mechanical Design

f) Seismic Safety Design

g) Physical Security Performance Attributes

h) Water-Efficient & Pollinator-friendly Landscaping

i) Stormwater Management

Typical Project Document References

Rebates

The Contractor shall pursue any and all utility rebate and incentive programs and any government grant or incentive programs at the local, state, and federal level. Contractor is responsible for researching, submitting, and ensuring collection of all applicable rebates. Rebate opportunities must be explored for all elements of the project including but not limited to resource-saving equipment, materials, design & services (Commissioning/Recommissioning and other strategies & processes). Submit all rebate checks to:

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General Services Administration Attn: Ron Burnett 1961 Stout Street Suite 01-107 Denver, CO 80294

For assistance with the rebate process please contact Doug Baughman, Regional Rebate Coordinator doug.baughman@gsa.gov (303) 941-1306

Section 12: Design, Program Reconciliation, Cost Management/Estimating, Design Submittals (Schedule & Drawings)

1) Design & Program Reconciliation:

All design service submittals and approvals will be in accordance with the schedule as stated below including the quantity and type of submittals for each design milestone.

All calculations performed for the design shall be included with each submission (ex:

short circuit calculations, voltage drop calculations, etc).

2) Baseline Construction Budget Cost Breakdowns:

Based on the final design concept, provide an updated construction work allocation plan with corresponding budget breakdown, uniformat level 3 budget breakdown, and supporting cost estimates. Perform cost estimate reconciliation and prepare and submit a cost estimating reconciliation report. Coordinate with GSA as necessary to reach agreement on both budget breakdowns.

Before beginning work on the construction documents, provide an updated construction work allocation plan with corresponding budget breakdown, a uniformat level 3 budget breakdown, and supporting cost estimates, all as described under the General Requirements, Cost Management section above. Perform cost estimate reconciliation and prepare and submit a cost estimating reconciliation report.

Coordinate with GSA as necessary to reach agreement on both budget breakdowns.

Include breakout estimate(s) for Core and Shell vs. Tenant as well as allocation of tenant costs between building tenants.

3) Cost Estimating The estimated cost of construction (ECC) as provided in the Contractor proposal, including any modifications thereto as a result of final contract negotiation, shall serve as the baseline construction budget for the project at the time of award of the DB contract. The Contractor shall provide the following breakdowns of the baseline construction budget before any other work begins:

• a uniformat level 3 breakdown of the baseline construction budget, with a separate tenant improvement (TI) and security line item for tenant agency(ies); and a preliminary plan for allocation of the construction work among subcontracts and that which is to be self-performed, with a corresponding breakdown of the baseline construction budget. (If the construction work allocation plan and cost breakdown provided in the Contractor proposal are still valid, they shall serve this purpose.)

Before the start of the Design Concept Phase, the Contractor and GSA shall agree on both Contractor breakdowns of the baseline construction budget. After GSA approval, GSA shall record the baseline construction budget breakdowns.

The Contractor shall update the construction work allocation plan and both baseline construction budget breakdowns at the end of each design phase. With each such update, the Contractor shall provide supporting detailed cost estimates:

https://maps.google.com/?q=1961+Stout+StreetSuite+01&entry=gmail&source=g https://maps.google.com/?q=1961+Stout+StreetSuite+01&entry=gmail&source=g mailto:doug.baughman@gsa.gov tel:(303)%20941-1306

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• Line item breakdowns are correct and consistent.

• All design elements are included.

• Unit costs are reasonable.

• Quantity takeoffs are accurate.

• Level of detail is appropriate to the phase.

• Cost escalation factors are appropriately applied.

• Balance of costs among building systems is acceptable.

• Balance of core/shell and TI/security costs is acceptable.

• Up-to-date scope modifications are reflected.

• Formats are correct.

The Contractor shall be responsible to reconcile any significant differences between the updated baseline construction budget breakdowns and the previously agreed upon breakdowns. For the uniformat level 3 breakdowns, Contractor reconciliation shall include justification of any significant differences between the uniformat level 3 line items. For the construction work allocation breakdowns, the Contractor reconciliation shall include justification of differences in the construction work allocation plans and/or in the amounts for self-performed work and subcontract work packages. The Contractor shall prepare and submit a cost estimating reconciliation report summarizing the reconciliation process and the justification for cost migration between the budget line items in both budget breakdowns. Upon approval by GSA, the reconciled breakdowns shall serve as the updated baseline construction budget.

Conceptual Design Submittal (35% design completion)

The conceptual design will include specification outline, existing conditions documentation, concept design drawings, & all appropriate calculations.

Pre-Final Design Submittal (95% design completion)

The pre-final submittal will include the fully developed specifications, drawings and calculations. Action on previous project review comments shall be incorporated in the construction documents. If not incorporated, a written justification for not doing so is required. A 95% submission is expected to be 100% complete with regards to all design information, notes and coordination. The intent is to allow the Government an opportunity to make any final comments.

Final Submittal (100% design completion)

Action on previous project review comments shall be incorporated in the construction documents. If not incorporated, a written justification for not doing so is required.

Design Program Schedule

Milestone Calendar Days

Design Work Order 1

Site Investigation 10

Conceptual (35%) Submission Due 7

Conceptual Review 7

Pre-Final (95%) Submission Due 14

Pre-Final Review 14

Final (100%) Submission Due 7

Total Time 60

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*A/E shall confirm the above dates upon receipt of award.

Section 13: Construction Submittals

1) Contractor shall submit a Method of Procedures (MOP) to the Project Manager (PM), Max Vrlec, for approval prior to commencement of work. At a minimum, the MOP shall include:

a) Brief narrative describing method of accomplishment, construction techniques, etc

b) Updated project schedule (to include critical path, major milestones, long lead time items, mob & de-mob, inspection dates, substantial completion, and occupancy dates)

c) Service/Utility Outages (if necessary)

d) Provide phasing schedule (if necessary)

e) Any building infrastructure/BAS equipment that may be impacted

2) As- Builts

3) Pre-alteration assessment report

4) Equipment list and preventative maintenance plan formatted to be used in Maximo

5) Manufacturer's specifications, instructions and material specification sheets in original form

6) Submittal register/ log for all products specified to establish a standard of quality to include. Submittal register response by the government shall be (14) calendar days or less.

a) For pricing purposed please assume electronic copies will be sent to the project manager. Distribution list including final quantities will be finalized after receipt of the submittal log/ register by GSA project manager.

7) If product samples are not submitted in a timely fashion, any delays caused by the contractor will not warrant a time extension. After completion of all work, the Contractor shall submit to the project manager the manufacturer's specifications, instructions and material specification sheets in original form. Additionally, the Contractor shall submit all inventory changes (removals, additions, upgrades, etc., and new condition codes) to the

COR.

8) Submittal response by the government shall be (14) calendar days or less.

Section 14: General Requirements

1) Contractor Use of the Premises

a. The Pembina Land Port of Entry is open 24 hours a day, 7 days a week.

Contractor will need to coordinate with CBP and GSA to ensure that CBP has access to interview rooms, hold rooms, etc. throughout the course of the project.

The contractor will need to coordinate with the Contracting Officer to arrange access to the parking lot. The contractor shall make every effort to cause a minimum of damage to parking lots, any other paved areas, any items that need to be moved during the course of the project, and any areas not included in this scope of work. Any damage caused will be repaired at the contractor’s expense.

2) Progress Meetings

a. The contractor shall schedule weekly meetings with the GSA and subcontractors.

The contractor shall keep meeting minutes and distribute copies at the following meetings. The meeting agenda will include the following as a minimum: Approval of previous meeting, review of work progress, field observations, problems and decisions, identification of problems which impede planned progress, review of submittals schedule and status of submittals, maintenance of progress

14 | P a g e schedules, planned progress during the succeeding work period.

3) Equipment

The contractor shall provide all equipment associated with the entire project, operate in a safe manner and adhere to all OSHA and GSA standards.

4) Equipment and Material Storage The contractor shall provide and store all equipment, the materials specified above, and any other materials required completing the project. The materials are required to be kept clean and dry throughout the duration of the project. Contractor to coordinate with building manager for location of storage sheds.

5) Sanitary Facilities Contractor may utilize public restrooms within the LPOE.

6) Electricity, Water, and Gas GSA will pay for electricity, water, and gas during the course of this project. The contractor is responsible for making connections to the existing systems. Temporary electrical work shall meet the requirements of NFPA 70-1996 (NEC), Article 305.

When temporary connections are removed, restore existing utility services to their original condition.

7) Contractor’s Field Office The contractor may provide an office for their own use. Size, location, and construction shall be subject to approval.

8) Fire Watch Contractor shall be responsible for providing fire watch if required per attached GSA fire watch guidelines.

9) Fire Alarm Impairment and Hot Work When a fire suppression or alarm system impairment is required, contractor shall provide written outage request to GSA for approval in advance of impairing any systems.

Contractor shall be responsible for having a GSA approved NICET certified fire alarm contractor perform all system impairments. During fire alarm/suppression impairments or hot work procedures, contractor shall provide a fire watch per the GSA Regional Fire Watch Guidelines.

10) Protection of Public The building site will continue to be used by tenants. The contractor shall fence, barricade, or otherwise block off the immediate work area to prevent unauthorized entry. The contractor shall illuminate barricades and obstructions at night and maintain safe building access and egress for tenants.

11) Housekeeping The project site shall be kept in a neat, orderly, and safe condition at all times. The contractor shall provide enough containers for collecting construction debris and construction materials to be recycled. The contractor shall wet down dry materials and rubbish to prevent blowing dust and keep volatile wastes in covered containers.

12) Transportation and Deliveries The contractor shall arrange deliveries of materials in accordance with construction schedules; coordinate with COR to avoid conflict with other tenants and other work conditions at the site. Contractor must make GSA PM & CO aware of any lead times that may affect the project schedule.

13) Cleaning Before scheduling the final inspection, the Contractor shall accomplish six items: (1) Remove all tools, equipment, surplus material, and rubbish; (2) Restore or refinish, to original condition, surfaces that are damaged due to the work of this contract; (3) Remove grease, dirt, stains, foreign materials, and labels from finished surfaces; (4) Thoroughly clean building interiors; (5) Pickup all construction debris from the site;

15 | P a g e and (6) At time of final inspection, project shall be thoroughly cleaned and ready for use.

14) Disruptive Work All painting, staining, or other activity which may cause noxious or undesirable fumes and/ or any noisy work that may be disruptive to the tenants/ public must be performed after normal working hours. The use of paint or stain that does not generate odors is preferred and may be required if the space will be occupied the following day with prior written approval from GSA.

Section 15: Substantial Completion & Final Inspection

1) When the project or designated portion of project is deemed complete by the contractor, the contractor shall request a final inspection. Upon receipt of this request, the Contracting Officer will proceed with the inspection within ten days of receipt of request or will advise the contractor of items that prevent the project from being designated substantially complete.

2) Red-lined drawings and CAD and/or BIM as-built drawings, and field training for Operations and Maintenance (O&M) personnel shall be provided at completion of project. Maintain one complete set of contract drawings. Clearly mark changes, deletions, and additions using GSA CAD Standards to show actual construction conditions. Show additions in red, deletions in green, and special instructions in blue print. Provide to GSA within timeframe negotiated at time of award.

3) The contractor shall provide O&M manuals. The O&M manuals shall contain the following:

o Executed Warranties (at project completion) o Maintenance and operation manuals

Section 16: Attachments

1) Universal Scope Requirements

2) Building drawings*

3) Detention Suite DID*

4) Blast Resistant Windows I and Blast Resistant Windows II*

5) Booth LPOE DG Excerpt

6) Interview Room DG Excerpt

7) CAVSS Design Guide Standards

8) CCTV Camera Locations*

9) St. John Door location

*Attachments with asterisk must be requested by completing SBU form.