10 5 Statement of Work Washington-Danville-Repaving SOW JD PR 10_15_2020.docx

U.S. General Services Administration Region 10 Public Buildings Service www.gsa.gov

Statement of Work for Construction Contract

PROJECT IDENTIFICATION

Project Title: Replacement Paving

Building: Danville Land Port of Entry Station Building

Building ID #: WA0550DV

Building Location:3184 WA-21, Danville, WA 99121

TABLE OF CONTENTS

1. Project Information

1.1. Location of Work: SR-21 north and southbound traffic lanes, multiple parking areas, paved surfaces

1.1.1. Building Number: WA0550DV

1.1.2. Name: Danville Land Port of Entry

1.1.3. Address: 3184 WA-21, Danville, WA 99121

1.1.4. Area: North and South bound Service Roads, All Parking areas, Main inspection areas

1.2. Background: The Danville Land Port of Entry (LPOE) is a GSA owned facility that supports both the United States Customs and Border Protection (CBP) and the Canada Border Services Agency (CBSA). This facilities primary function is to fulfill the mission of safeguarding America's borders thereby protecting the public from dangerous people and materials while enhancing the Nation's global economic competitiveness by enabling legitimate trade and travel.

The Washington State Department of Transportation (WS DOT) deeded the area in which SR 21 crosses the LPOE's area of operations to GSA in 1990. GSA owns this section of the highway.

1.3. Project Purpose: The road surface installed by GSA in 1986 consists of 2.5 inches of asphalt placed on a 6 inch compacted gravel base. The existing pavement is failing in multiple areas and the drainage planes have also been affected. This has caused pooling/ponding of water and contributed to an increased rate of failure of the paved surfaces.

1.4. Project Summary: Perform all pavement, concrete, drainage, and marking design, as well as inspect and manage the entire process.

1.4.1.1. Remove and dispose of the existing asphalt from the roadway and parking areas as indicated on attachment H.

1.4.1.2. Grind/mill existing asphalt and parking areas as indicated on attachment H.

1.4.1.3. Remove and reserve -- for reuse -- the LPOEs gate traffic light sensors, buried beneath the existing roadway.

1.4.1.4. Demo, break, and properly dispose of the (2) existing concrete islands within the LPOE vehicle inspection areas.

1.4.1.5. Import, place, and compact gravel base that meets WS DOT standard for base course.

1.4.1.6. Furnish and install drainage extensions from existing downspouts to top daylight and improved drainage swale.

1.4.1.7. Form, pour, finish, and cure new concrete islands per CBP & CBSA LPOE vehicle inspection areas.

1.4.1.8. Re-install the LPOE's under pavement sensors.

1.4.1.9. Import, place and compact asphalt paving that meets WS DOT.

1.4.1.10. Stripe and mark new roadway and parking surface per approved layout.

1.5. Period of Performance:

1.5.1. The period of performance shall be two-hundred-forty (240) calendar days from Award to Substantial Completion and thirty (30) calendar days from Substantial Completion to Final Completion, for a total period of performance of two-hundred-seventy (270) calendar days.

1.5.1.1. The contractor shall commence all non-physical construction requirements to include, but not limited to:

1.5.1.1.1. Submission of bonds and/or insurance documents within 10 days of contract award. The acceptance of the Bonds and Insurance will set the Post Award Meeting date (see Section 6).

1.5.1.1.2. The commencement of background investigation documents within 10 Days of contract award (see Section 6).

1.5.1.1.3. Project submittal log with approvals required prior to Notice to Proceed (NTP) and as described in Section 3, within 10 days of award.

1.5.1.1.4. Product submittals, shall be submitted within 15 days of contract award unless otherwise noted (see Section 3).

1.5.1.2. The Contracting Officer will issue a Construction Notice to Proceed (NTP) upon acceptance by the GSA of all required documents, submittals, and approval of security clearances. Physical construction work shall only be allowed after the issuance of NTP by the Contracting Officer.

1.5.1.3. Final completion shall occur no later than thirty (30) calendar days after Substantial Completion. Final completion includes all site cleanup, demobilization, completed and accepted punch list and closeout documents (see Section3.7).

1.5.2. Work Hours:

1.5.2.1. The Contractor shall perform all work specified for this project, per the following requirements: The border station facility operates from 8 am to 8 pm, Monday-Sunday. Contractor shall provide a phasing plan so that the facility can operate with minimal disturbance. Phasing shall include the cure time to achieve 5000 psi.

1.5.2.1.1. Exterior demolition, excavation, scarification, gravel installation and compaction shall occur from 8 pm to 8 am to facilitate completion of the project and minimize impact to port operation. Other work may be accomplished on the exterior of the facility. No interior building access will be permitted from 8 pm to 8 am.

1.5.2.2. No work shall be planned or performed outside of the hours defined in Section 1.3.2.1.

1.5.2.2.1. However, due to several potential conditions, work that needs to be performed outside of the defined hours shall be requested in advance and in writing by the Contractor. The request shall be reviewed by the Contracting Officer’s Representative (COR) and approved in writing by the Contracting Officer (CO).

1.5.3. Holidays and Weekends:

1.5.3.1. No work shall be planned or performed during the weekends or on federal holidays.

1.5.3.1.1. However, due to several conditions, work that is desired to be performed on the weekend or federal holiday shall be requested in advance and in writing by the Contractor. The request shall be reviewed by the Contracting Officer’s Representative (COR) and approved in writing by the Contracting Officer (CO).

2. Scope of Work

2.1. Removing Pavement:

2.1.1. The Contractor shall remove pavement as necessary for installing the new hardscape paving surface.

2.1.1.1. Contractor shall provide barricades and signage as necessary to protect government employees and the public from injury.

2.1.1.2. Contractor shall locate all underground utilities prior to starting work.

2.1.1.3. Marking: Before removing pavement, the pavement shall be marked for cuts neatly paralleling pipe lines and existing street lines.

2.1.1.4. Asphalt pavement shall be broken along the marked cuts with a jackhammer or other suitable tool.

2.1.1.5. Concrete pavement, and asphalt pavement on concrete base, shall be scored to a depth of approximately two inches (2”) below the surface of the concrete along the marked cuts.

2.1.1.5.1. Scoring will be done by use of a rotary saw, after which the pavement may be broken below the scoring with a jackhammer or other suitable tool.

2.1.1.6. Machine Pulling: Pavement shall not be machine pulled until completely broken down and separated along the marked cuts.

2.1.1.7. Damage to Adjacent Pavement: The pavement adjacent to pipe line trenches shall be neither disturbed nor damaged. If the adjacent pavement is disturbed or damaged, irrespective of cause, the Contractor shall remove the damaged pavement and shall replace with new pavement at own expense.

2.1.1.8. Concrete Curb and Gutter: The Contractor will remove and replace or tunnel under any curb and gutter encountered. No additional payment will be made for removing or tunneling curb and gutter.

2.1.2. Contractor shall obtain all applicable permits required.

2.1.3. Contractor shall grind and remove the top layer of existing asphalt, haul material off site and recycle for resurfacing the parking lot area.

2.2. Demolition of Concrete Islands:

2.2.1. The Contractor shall remove two (2) each, approximately (75) square foot concrete islands and reinstall new concrete islands.

2.2.1.1. Contractor shall provide all labor, materials and equipment to remove existing Concrete Island, curb, and metal edging material. Contractor shall protect existing surfaces adjacent to the work from damage.

2.2.1.1.1. Verify location of existing utilities before starting project. Contractor shall locate all underground utilities prior to demolition. Support all locations where conduits or piping are encountered. If conduits, wiring, or piping are damaged, contractor shall replace with new.

2.2.1.1.2. Prior to demolition, contractor shall determine existing elevations for all work to be replaced and shall maintain existing elevations through new installation.

2.2.1.1.3. Remove existing concrete island and curbs and dispose of at an approved site for construction waste. Existing concrete contains metal reinforcement. It is anticipated that the existing concrete depth is 11”-12”.

2.2.1.1.3.1. Special attention and care shall be taken not to damage the slab when removing the traffic island and it is critical that the existing columns not be damaged during removal.

2.2.1.1.3.2. Existing drywell for downspout drains to be preserved and maintained in the new concrete island.

2.2.1.1.4. Repair all asphalt pavement that is damaged due to performance of the work requirements.

2.2.1.1.5. (2) Concrete bases for steel columns supporting the canopy shall remain in place and contractor shall protect and repair any damage due to replacement of the island.

2.2.1.1.6. Any existing slab that is exposed through the course of demolition and removal activities, and is to remain exposed following construction of the new concrete island(s), shall be finished to that of existing similar surfaces.

2.3. Site Preparation

2.3.1. The Contractor shall furnish all labor, material and equipment to prepare the existing road bed for paving. Preparation shall be such that a smooth transition is obtained from newly paved areas to existing pavements.

2.3.2. In the preparation of existing asphalt or concrete pavement for paving, the Contractor shall remove dirt, gravel, sod and other debris from the existing pavement edges, followed by brooming of the pavement surface.

2.3.3. Voids, holes or depressions deeper than one (1) inch shall be filled and compacted. Once new gravel or stone base is constructed, the surface shall be graded and compacted to produce a smooth and uniform surface prior to paving.

2.3.4. Excavate sunken areas where needed. Fill and compact to a depth of 6” below final grade using WSDOT approved sub-base materials.

2.3.5. Shim all low and depressed areas with a machine applied true and leveling course of asphalt, vibratory compact to a density of 95% minimum. Correct any grading problems where the water tends to gather or pond.

2.3.6. The Contractor shall furnish all labor, equipment and materials to adjust to grade any existing castings for manholes, catch basins, inlets, valve boxes, etc.

2.3.7. Upon completion of backfill and tamping and before replacement of pavement, the existing hardscape along the area of work shall be cut back for a distance of at least twelve (12) inches on each side of the to allow for solid bearing edges for pavement to be replaced.

2.4. Site Drainage

2.4.1. The contractor shall furnish labor, materials, and equipment necessary to correct existing site drainage conditions

2.4.1.1. On the west side of the LPOE, the contractor shall connect to and extend (4) existing down spouts, below grade of WA-21, and daylight to drain on the west side of WA-21.

2.4.1.1.1. Daylight drainage shall outflow to an improved drainage swale on the west side of WA-21. Refer to Attachment I – Drainage Plan for intent of drainage and improved swale.

2.4.1.2. Contractor shall develop an improved drainage swale to on the west side of WA-21 in approximate location identified on attachment I.

2.4.1.2.1. Drainage swale shall handle sheet flow runoff from WA-21 and adjacent parking area, as well as the discharge from the (4) downspouts.

2.4.1.3. On the east side of the LPOE, the contractor shall connect to and extend (3) existing down spouts, below grade of WA-21, and daylight to drain on the east side of WA-21.

2.4.1.3.1. Daylight drainage shall outflow to existing grade and sheet flow on landscape. Refer to Attachment I – Drainage Plan for intent of drainage and improved swale.

2.4.2. A site drainage plane and improved drainage swale plan shall be submitted for review by GSA.

2.5. Concrete Island Construction

2.5.1. All sidewalks shall be constructed with light-colored concrete.

2.5.2. Contractor shall scarify remaining sub base to a minimum depth of 3” and compact to 95%.

2.5.2.1. Compaction process shall be recorded during operations and submitted to GSA for process review.

2.5.3. Following compaction; provide, install, and compact new base gravel to achieve required base surface height and compaction requirements.

2.5.4. Contractor shall provide, install, and broom finish new concrete surfaces. Minimum thickness of concrete shall be 10” in all areas.

2.5.4.1. Island and curb design and detailing shall be in accordance with Customs and Border Protection Land Port of Entry (LPOE) Design Standard dated 2018 and the State of Washington Department of Transportation Cement Concrete Curbs Standard Plan F-10.12-03 dated June 11, 2014.

2.5.4.2. Drive lane curbing at the north end shall be mountable and have rounded corners and edges minimizing damage from vehicle tires. Provide shop drawing for approval.

2.5.4.3. Curb and island forms shall be mounted to the top of the existing slab with screw in anchors which shall be removed and have the holes patched when the forms are stripped. The purpose of this is to avoid having a cold joint in a potential drive location.

2.5.4.4. Contractor shall butt joint new concrete placement with existing concrete placement.

2.5.4.5. Provide shop drawings for pinning, expansion/control joints, and concrete reinforcement/doweling for approval.

2.5.4.6. New concrete shall be epoxy grouted rebar to the existing slab

2.5.4.7. Contractor shall provide, install, and finish new concrete surfaces. Substandard finishing and concrete cracking in panels/slabs at other than planned expansion/isolation joints shall be saw cut, removed, and replaced at no cost to the Government.

2.5.4.8. Place no more concrete at one pour than that which can be handled easily by the available manpower.

2.5.5. Contractor shall use concrete mix and deliver in accordance with ASTM C94. Design mix shall produce normal weight concrete consisting of Portland cement, slag or fly ash (optional), aggregates, admixtures and water to produce the following:

2.5.5.1.1. Compressive Strength: 4,500 psi minimum at 28 days for cement concrete for sidewalks. 5,000 psi minimum for curbing

2.5.5.1.2. Slump Range: 4.5”-5” Use internal concrete or light weight portable vibrator when placing concrete

2.5.5.1.3. Air Entrainment: 4.5 to 7.5 percent

2.5.5.1.4. Water/Cement Ratio: 0.45

2.5.5.2. Contractor shall provide air and concrete slump test after water adds for each load of concrete.

2.5.5.3. Concrete shall be crowned along the longitudinal axis and be sloped approximately ¼” per lineal foot away from the island’s center to provide water drainage.

2.5.6. Contractor shall collect cylinders from each load of concrete to perform break testing at 7 and 28 days to validate contract strength requirements. Identify cylinders by load location on red line drawing.

2.5.7. Contractor shall cure and seal new work in accordance with Section 32 1613.

2.5.8. These are suggested specifications and actual application requirements may vary and are the responsibility of the installer.

2.5.9. The manufacturer's application instructions for each product used are considered part of these specifications and should be followed at all times

2.5.10. All materials used shall be applied in accordance with its manufacturer's recommendations.

2.6. Asphalt Placement

2.6.1. The Contractor shall furnish all labor, equipment and materials to pave existing paved SR-21 north and southbound lanes, parking areas, and drive approaches. Approaches shall be paved in such a manner as to provide a smooth transition to the new pavement surface and as required to maintain drainage of surface runoff. Payment for approach paving will be per ton of the mixture placed.

2.6.1.1. Street pavement shall be replaced in accordance with the applicable provisions of the WSDOT Pavement Policy of September 2018 and the WS DOT Design Manual December 2019.

2.6.1.2. The parking lots shall slope to existing elevations, sidewalks, curbs, man hole covers, drains and parking lot entrances.

2.6.1.3. Contractor shall install and compact asphalt aggregate base per WS DOT Pavement Policy and compact to a minimum density of 95%. The crushed stone base shall be thoroughly compacted to the proper level.

2.6.1.4. Contractor shall retain an independent asphalt testing technician during the performance of this work to provide quality control. Provide a report and verification of density to 95% compaction.

2.6.2. Where required, the Contractor shall provide surface milling for butt joints at locations where the new pavement surface meets existing pavement surfaces.

2.6.3. Upon completion of the paving work, the Contractor shall grade the pavement shoulders to a minimum width of three (3) feet with a uniform slope from the edge of the new pavement surface to the existing shoulder.

2.6.3.1. In the event that there is insufficient material in the existing shoulder to provide a uniform slope, compacted aggregate shall be furnished, placed, and compacted by the Contractor.

2.6.4. The tack coat and topping course shall meet WSDOT top course standards and requirements. Asphalt on the entire parking shall be vibrator machine rolled to a minimum density of 95%. Tapering of asphalt is strictly prohibited.

2.6.5. The contractor shall provide and install rubber wheel stops in accordance with the approved layout/striping plan. Rubber wheel stops shall be Rubber Form Recycled Products LLC, 4”H x 6”W x 72”L, model RF-PWSYEC; or approved equal.

2.7. Painting, Striping & Markings

2.7.1. Contractor shall insure that all surfaces to be marked before paint application are free from dust, dirt, oil, grease, antifreeze, chipping or peeling paint or other granular surface deposits by sweeping, blowing with compressed air, rinsing with water, or a combination of these methods in accordance with manufacture’s recommendation.

2.7.2. Pavement markings shall comply with the WS DOT Design Manual and CBP Design Standards (Attachment J).

2.7.3. Contractor shall paint all new vertical curbing, horizontal edges of the curbing, and edge surfaces with an approved low VOC safety yellow traffic paint.

2.7.3.1. Paint shall be Simpson Coatings, lead free, low V.O.C., high sheen zone marking paint, yellow; or approved equal.

2.7.3.2. Paint shall be applied at a thickness of 15 mils apply additional coats if necessary for complete coverage. Contractor shall apply paint uniformly in length and width with true, sharp edges and ends on properly cured, prepared, and dried surfaces.

2.7.4. Contractor shall provide a proposed parking lot striping layout for approval and paint the parking lot in accordance with the approved layout drawing.

2.7.5. Contractor shall allow the asphalt to cure as recommended by the paint manufacture prior to painting.

2.7.6. Contractor shall clean and prepare all surfaces to receive paint and marking in accordance with manufacture’s recommendation using Methyl Methacrylate (MMA) type paint.

2.7.6.1. Contractor shall paint lane control lines using (MMA) yellow.

2.7.6.2. Contractor shall paint lane fog lines using (MMA) white.

2.7.6.3. Contractor shall paint direction arrows (MMA) white.

2.7.6.4. Contractor shall paint four (4) existing stop lines and lettering (STOP) at each location using (MMA) white.

2.7.6.4.1. Maximum surface temperature for application of paint shall not exceed 105oF.

2.7.6.4.2. Pavement shall be dry and rain-free twenty-four (24) hours prior to installation.

2.7.6.4.3. Two (2) coats, maximum of forty-five (45) mils per pass, for a total of ninety (90) mils combined thickness when complete

2.7.7. Contractor shall provide marking cones/barricades/tape as required preventing vehicles and pedestrian traffic until the paint surfaces are dry and cannot be tracked onto adjacent surfaces.

2.8. This specification may not outline all procedures for preparation and finishing details of devices, penetrations, etc. This work should be outlined separately by the contractor before the work commences and shall be performed observing good trade practices.

2.9. Contractor shall protect all finishes while performing the work and shall remove all paint and concrete residue from all adjacent finishes to remain.

2.10. Weather: In the event weather conditions do not permit the permanent replacement of pavement immediately subsequent to the completion of pipeline installation, the Contractor will be required to maintain temporary surfacing until such time as the weather is suitable for paving operations. Any such delay will not be counted against the contract time for completion, provided, that all other work to be performed under the contract is completed within the specified time.

3. Deliverable and Submittal Schedule

3.1. PMP - The Contractor shall prepare and submit to the COR for approval, a Project Management Plan within 10 calendar days following award. The Plan shall communicate the contractor management approach to the work and shall include, but is not limited to, the following:

3.1.1. Work Plans - the work plan shall present the general sequence of pre-construction and construction/remediation efforts. The plan shall summarize the proposed methodology for performing various phases of the work. Describe equipment and personnel to be used, general sequencing of the work activities, the use of the site for staging, stockpiling and other activities, and security. The work plan has been prepared in coordination with the Communication Plan, Site Safety Plane, Construction Quality Control Plan (CQC), and the Dust Control Plan.

3.1.2. Communication Plan - the communication plan shall include a list of key personnel, with contact information.

3.1.3. Schedule - the schedule shall be prepared using Gantt chart format with Critical Path,

3.2. Site Safety Plan - The Contractor shall prepare and submit to the COR for approval, an Accident Prevention and Site Safety Plan within 10 calendar days following award. The Site Safety Plan is a living document and shall be updated to address emergent, current or national conditions. The Plan shall define how the contractor will protect the general public, their employees and the environment, to include, but not limited to:

3.2.1. Responsibilities and Lines of Authority

3.2.2. Prime Subcontractors and their participation in the Plan

3.2.3. Activity Hazard Analysis (AHA).

3.2.4. Accident Prevention Plan

3.3. Schedule of Values - The Contractor shall prepare and submit to the COR for approval, a Schedule of Values (SOV) within 10 calendar days following award. The SOV shall be defined and expressed in CSI MasterSpec Divisional order or as otherwise agreed upon.

3.4. Construction Quality Control Plan (CQC) - The Contractor shall prepare a CQC plan following the Army Corps of Engineer's three phase format - preparatory, initial and follow up phases. Detail of the plan to be commensurate with the complexity and level of the project. (See Section 5.1)

3.4.1. Daily Reports - The Contractor shall submit to the COR a daily report for days when site work is being performed. As a minimum, include the following in the daily report form: report number, date, weather (if an impact to the project), work performed, numbers of workers, list of subcontractors on site, photos any test performed and results.

3.5. Shop Drawings, Material and Product Submittals

3.5.1. The Contractor is required to submit shop drawings and product data as stipulated in the statement of work. All submissions are required to be made to the COR. Prior to submitting shop drawings to the COR, the Contractor is required to review the shop drawings for completeness and is required to establish that the shop drawings meet the contract requirements.

3.5.1.1.

The Contractor is required to provide design shop drawings and product data for all systems, equipment and materials per the plans and specifications in attachment as follows.

3.5.1.2. Concrete Island design and associated edge and hardscape design

3.5.1.3. Concrete curb and gutter and associated drainage design

3.5.1.4. Site Preparation to include cutback/scarifying, new fill, compaction design

3.5.1.5. Site Drainage and swale design

3.5.1.6. Asphalt lift/placement and compaction design hardscape design

3.5.1.6.1. All technical design drawings shall have the professional seals and signatures of the preparing Registered Professional Engineers and/or Architects, as applicable.

3.5.1.7. The Contractor shall utilize early submission to minimize lead time.

3.5.1.8. Each submittal shall be presented with a letter of transmittal or cover sheet, and provide the following:

3.5.1.8.1. Each submittal shall be titled, serially numbered and included in an approved submittal log. Rejected submittals shall be resubmitted with an additional number or character such as .1, .2 or a, b. to identify the submittal history.

3.5.1.8.2. Submittals shall be logged and outlined using CSI MasterSpec Divisions.

3.5.1.8.3. Provide product sheets defining and demonstrating what and how the product meets the intent of the contract documents and complies with the Buy American Act under the contract.

3.5.1.8.4. Provide SDS as applicable, defining and demonstrating what and how the submittal conforms to PBS Key Sustainable Products Initiative PBS 1096.1.

3.5.1.8.5. The Government requires (10) calendar days for product submittals and (10) calendar days for shop drawings.

3.6. Request For Interpretation (RFI)

3.6.1. The Contractor must include procedures in the QC Plan for RFI process. As a minimum, all RFI must include the following:

3.6.1.1. Information Requested - explain in detail your request, including referencing drawings, specification, codes, etc.

3.6.1.2. Contractor’s Recommendation - provide a recommendation to the CO to address RFI concerns.

3.6.1.3. Time and Cost Impact - indicate if the RFI is for clarification only, no-cost minor field change, or if the RFI may result in a modification for additional time and/or cost.

3.6.2. As part of project quality control, the contractor must maintain an RFI log to keep track of RFIs. RFI log will be reviewed at QC or progress meetings to discuss RFI status and will be made available to the COR upon request.

3.7. Closeout submittals

3.7.1. The contractor shall provide the following closeout documents in electronic format no later than "thirty" (30) calendar days after Substantial Completion, to include, but not limited to:

3.7.1.1. Final inspection and test results specified in this Statement of Work, Architectural/Engineer plans and specifications (see Section 5).

3.7.1.2. Specifications manuals, as applicable, with changes approved during the project.

3.7.1.3. Product data and shop drawings:

3.7.1.3.1. The contractor shall combine all inspection and test results, As-builts and shop drawings, product data and specification changes into an electronic record, like pdf.

3.7.1.3.2. The data shall be organized in CSI divisional format and hierarchy.

3.7.1.4. Operations and Maintenance Manuals (O&M) in PDF format

3.7.1.4.1. O&M shall provide detailed information identifying the building, floor number, specific space, tools, procedures, equipment and parts necessary to assure satisfactory operation and maintenance per the manufacturer’s recommendations.

3.7.1.4.2. The contractor shall provide maintenance training, Maintenance Training shall address cycles of replacement and use of any special tools, etc. Include references to record documents, spare parts and material lists, warranties, maintenance agreements and similar continuing commitments.

3.7.1.5. Warranty Letters

3.7.1.5.1. The Contractor is required to provide the government with official copies in electronic format of all warranties. The warranty start date shall begin no earlier than the date of the installation and acceptance. The warranty letters shall include the point of contact with current contact information and response times.

3.7.1.6. Final Requesting Official Contractor Approval List (ROCAL) and Access Credentials

3.7.1.6.1. The contractor shall provide a final ROCAL to the sponsoring GSA Official (COR/PM), indicating the dates that all staff have been removed from the project.

3.7.1.6.2. The Contractor shall return all access credentials to the GSA issuing officials (Property Managers) and provide the COR/PM with written or email confirmation from the issuing official.

4. Applicable Standards

4.1. The Contractor shall be responsible for ensuring compliance with federal, state, and local codes and design standards, using the latest editions, including, but not limited to the following:

4.1.1. PBS P-100

4.1.2. PBS Key Sustainable Products Initiative PBS 1096.1

4.1.3. Occupational Safety and Health Administration (OSHA) https://www.osha.gov/Publications/OSHA3990.pdf

4.1.4. Job site standards incorporated into the work (refer to 5.2.1.2.5)

4.1.5. Customs and Border Protection Design Standard 2018

4.1.6. International Building Code (IBC)

4.1.7. National Electrical Code (NEC)

4.1.8. National Fire Protection Association (NFPA)

4.1.9. WSDOT Pavement Policy of September 2018 https://www.wsdot.wa.gov/sites/default/files/2013/07/08/Establishing-A-Uniform-Policy-for-Selecting-Pavement-Type.pdf

4.1.10. WS DOT Design Manual December 2019 https://www.wsdot.wa.gov/publications/manuals/fulltext/M22-01/design.pdf

4.1.11. Architectural Barriers Act Accessibility Standard (ABAAS)

5. Acceptance Criteria

5.1. The Contractor shall prepare and submit to the Government a Construction Quality Control Plan (CQC) for review, modification and/or acceptance (refer to Section 3.4)

5.1.1. The CQC shall follow the standard format defined by Army Corps of Engineering and as follows:

5.1.1.1. The Preparatory Phase shall be performed prior to beginning work on each definable feature of work and after all required documents and submittal materials are approved and/or accepted. Document in the contractor's daily report the results of the preparatory phase action. (see Section 3.4)

5.1.1.2. The Initial Phase shall be performed at the start of the definable features of work and soon after a reasonable sample of work is completed to establish basic workmanship acceptance standards. Document in the contractor's daily report the results of the initial phase inspection performed. (see Section 3.4)

5.1.1.3. The Follow Up Phase shall be performed daily or routinely to assure acceptable workmanship standards are maintained and control activities, including testing and safety, are providing continued compliance with contract requirements.

5.2. Visual inspections

5.2.1. Visual inspections shall be performed for all work elements prior to closing the assembly from vision or upon completion of the installation and shall be recorded on GSA form 220 by the Contracting Officer's Representative (COR) or Construction Manager (CM).

5.2.1.1. Inspections shall verify that the assembly or work product meets applicable standards (see Section 4.0) and CQC plans.

5.2.1.2. Inspection Criteria for visual inspections of completed installations shall be conducted with “normal” lighting, “normal” viewing angles, without magnifications:

· Normal lighting conditions - Normal lighting conditions are described as those in place when the project is finished. This includes, but not limited to, design lighting (e.g. wall washers, spots and floods, etc) and natural lighting.

· Normal viewing position - The normal viewing position shall be established at a minimum distance of five feet perpendicular from the surface to be viewed.

5.2.1.2.1. Inspection lighting shall be representative of normal lighting conditions in intensity and location. Consideration shall be given to window treatment and/or any other decorative finishes that could affect lighting and viewing.

5.2.1.2.2. A normal viewing position shall be used. Visual evaluation for acceptance can be determined from a normal viewing position, at any angle, provided it is established at a minimum distance of five feet perpendicular from the surface to be viewed.

5.2.1.2.3. When viewed without magnification under occupancy conditions with normal lighting conditions and from a normal viewing position, a level of visual appearance is achieved as established by the approved job site standard.

6. General Requirements

6.1. Post Award Meeting

6.1.1. The contractor and teams shall attend the Post Award Meeting. GSA will host an administrative Post Award meeting within thirty (30) calendar days from the contract award date to review contractual and technical issues, objectives of the project and communication protocols. This meeting will include the discussion of schedules, submittal dates, site conditions and requirements and establish points of contact prior to the commencement of work. At the meeting, the contractor shall provide evidence that all employees and subs are in the process of being badged (see Section 6.11) and provide for approval any revisions in the Project Schedule or PMP, per Section 6 below. As a minimum, the following items shall be discussed:

6.1.1.1. Confirm all preliminary documentation and badging is in process

6.1.1.2. Clarify outstanding questions

6.1.1.3. Review security and safety issues

6.1.1.4. Review the Initial RO List and identify POC 1

6.1.1.5. Schedule, phasing, integration, and coordination

6.1.1.6. Schedule site visits and additional discussions

6.1.1.7. Site conditions and rules

6.1.1.8. Submittals (see Section 3)

6.2. Pre-Construction Meeting

6.2.1. The Contractor shall attend Pre-Construction Meeting conducted on site and coordinated by GSA. This meeting is required to discuss all expectations of each stakeholder associated with this contract. Prior to this meeting all Pre-Construction activities (submittals, contractor adjudications, etc.) shall be complete.

6.2.1.1. Agenda - will be provided by GSA NLT two (2) days prior to the meeting. This meeting is required to discuss all expectations of each stakeholder associated with this contract.

6.2.1.2. Meeting Minutes - will be captured by GSA and distributed to stakeholders NLT one (1) business day after meeting.

6.3. Progress Meetings

6.3.1. The Contractor shall be available to meet with the GSA Project Manager upon request to present deliverables, discuss progress, exchange information and resolve emergent technical problems and issues.

6.3.2. The Contractor shall keep GSA informed, through meetings or reports, onsite discussions or emails of progress and potential problems with the project.

6.4. Building Requirements

6.4.1. The building will be occupied by federal staff and potentially the public during the construction phase. The Contractor shall minimize disruptions and ensure the safety of building tenants and the public is maintained at all times, to include, but not limited to:

6.4.1.1. Keep supplies and materials in their staging areas and provide safety features such as cones, fencing or locked doors.

6.4.1.2. Provide dust and odor containment, meeting GSA Indoor Air Quality standards.

6.4.1.3. Plan noisy or vibrating work to ensure disruptions to the Government operations and work are minimal. Provide planning documents like “Sequence of Operations” or “Look-ahead Schedules” to inform stakeholders.

6.4.1.4. Erect safety barriers (passive and/or active) and provide warning signs.

6.4.1.5. On-site parking is available upon request and approval/coordination with GSA.

6.4.1.6. Lay-down area and material storage area is available upon request and approval/coordination with GSA

6.4.1.7. Building operations shall remain fully operational during the performance of the work required under this contract and contractor shall minimize impact to CBP.

6.4.1.8. Contractor shall provide phasing, continuity of service, and switch over plans and schedules, if any, for approval by GSA.

6.4.1.9. If any systems are not fully serviceable/functional, contractor shall provide all backup services for port personnel until permanent services are restored. Provide plan for approval.

6.4.1.10. Government personnel will occupy the premises during entire period of contract. Thus the Contractor shall coordinate their activities with the GSA Property Manager, the GSA Project Manager (PM) / Contracting Officer’s Representative (COR), on a daily basis during onsite operations to minimize conflicts and disruption of Government's operations. Phasing

6.5. Daily Cleanup

6.5.1. The contractor shall keep all areas open to the public or the tenant free from hazards, dirt and debris.

6.5.1.1. Remove all waste and debris from the worksite and building, by the end of each day.

6.5.1.2. The building disposal system may not be used for construction waste.

6.5.1.3. The contractor shall provide waste removal for construction debris and a dumpster or roll-off bin with a lockable lid.

6.6. Utilities

6.6.1. Water and electric service will be provided to the Contractor at no cost.

6.6.2. Existing utilities are to remain in service throughout the performance of the scope of work (e.g., data/communications cabling, power, lighting, etc.). Identify and protect against damage during work.

6.6.3. Temporary Toilet Facilities

6.6.3.1. Contractor shall provide portable toilet unit(s) for use by contractor employees during the duration of this project. If toilet facilities are not available in the port building for government employees and the public, contractor shall provide temporary toilet facilities for their use.

6.6.3.2. Contractor shall maintain portable toilet units in a clean and sanitary condition at all times.

6.6.3.3. Provide temporary barricades and other protection required to prevent injury to occupants, personnel and any damage to the building or adjacent surfaces.

6.7. Protection

6.7.1. The Contractor shall provide all labor, material, and equipment necessary to protect personnel, furnishings, equipment or the building structure from damage.

6.7.2. The Contractor shall provide all engineering controls to protect all areas being worked on from the migration of dirt, dust, oils and spray.

6.7.3. The Contractor shall replace or repair to the original condition any items damaged due to work performed under this contract, at no additional cost to the Government.

6.8. Work Site Access

6.8.1. The Contractor shall ensure access to the site maintains the following protocols:

6.8.1.1. Entrance to the worksite shall be through employee entries or roll up doors for the dock access.

6.8.1.2. Coordinate all deliveries with the Property Manager.

6.8.1.3. Use rubber-tired vehicles for conveying material inside the building and provide temporary covering to protect floors.

6.8.1.4. Provide and/or coordinate elevator wall protections.

6.8.1.5. Provide safety barriers per the site safety plan.

6.9. Safeguard of Equipment, Supplies, and Materials

6.9.1. The Contractor shall safeguard all equipment, supplies and materials. The Government will not be responsible for any loss or damage to materials, supplies, tools, or equipment on the site, including materials in which salvage value may have been reflected in bid.

6.10. Site Closeout Requirements

6.10.1. The Contractor shall complete all tasks listed below prior to submitting the final invoice for payment:

6.10.1.1. Clean each surface or unit to the condition expected in a normal, commercial cleaning and maintenance program. Ensure that cleaning covers the pathways to the work site as well as inside the work site. Ensure cleaning materials comply with all manufacturer’s written instructions and meet GSA PBS Key Sustainable Products Initiative PBS 1096.1 and 1000.8 PBS Indoor Air Quality Management.

6.10.1.2. Remove all debris, tools, equipment and materials from the job site.

6.11. Security and Access

6.11.1. The Contractor shall ensure all workers pass a background investigation prior to the start of the work, per GSA Office of Mission Assurance (OMA), ZoneD Policy, described in Appendix A and as outlined below.

6.11.1.1. The GSA Project Manager will provide the successful Offeror a Requesting Official Contractor Approval List (ROCAL) for completion by the contractor for all personnel to be employed at the work site. This list shall be returned to the Project Manager/COR within 10 days of contract award. The Contractor shall provide all information on this list for approval, per ZoneD Policy:

6.11.1.2. The ROCAL is a living document and the Contractor shall be responsible for updating the list as needed.

6.11.2. Following review and approval of the ROCAL, the Project Manager/COR will prepare a Contractor Information Worksheet (CIW) template and send along with the approved ROCAL to ZoneD to initiate the security clearance process.

6.11.3. All workers shall have a photo ID and a copy of their OPM adjudication email with them at all times when they are on the work site.

6.11.4. All workers shall confine operations to areas permitted.

6.11.5. The Contractor shall not perform work on the jobsite until the investigation process is complete.

6.11.6. The Contractor shall maintain building security at all times. Provide temporary closures, barricades and signage to prevent unauthorized entry during non-working hours.

7. Attachments

7.1. Attachment A - CIW GSA820-16a exp date 9_30_2022

7.2. Attachment B - Sample OF 306 Form

7.3. Attachment C - Sample ROCAL

7.4. Attachment D - Sample Submittal Transmittal Form

7.5. Attachment E - PBS_P_3490.2

7.6. Attachment F – Images of Existing Concrete Islands

7.7. Attachment G – Images of Existing Paving

7.8. Attachment H – Pavement Scope (intent only)

7.9. Attachment I – Drainage Plan (intent only)

7.10. Attachment J – Marking Scope (intent only)

7.11. Attachment K - PBS Key Sustainable Products Initiative

7.12. Attachment L – Wage Determination

Appendix A - Security Protocol

Security and Access

I. The Contractor shall ensure all workers pass a background investigation prior to the start of the work, per ZoneD Policy in attachment (E).

A. The GSA Project Manager will provide the successful Offeror a Requesting Official Contractor Approval List (ROCAL) for completion by the contractor for all personnel to be employed at the work site. This list shall be returned to the Project Manager/COR within 10 days of contract award. The Contractor shall provide all information on this list for approval, per ZoneD Policy:

1. Full legal name

2. Position title

3. Dates (Duration) required on the project

4. Subcontractor name

5. Escorting information (if allowed by GSA)

6. Type of security investigation requested

B. The ROCAL is a living document and the Contractor shall be responsible for updating the list as needed.

1. The Contractor shall designate a Person of Contact (POC), to prepare, communicate and revise the ROCAL.

2. If an individual is not on the ROCAL, that person will not be considered for an investigation. It is the contractor’s responsibility to maintain and amend the ROCAL.

C. Following review and approval of the ROCAL, the Project Manager/COR will prepare a Contractor Information Worksheet (CIW) template and send along with approved ROCAL to ZoneD to initiate the security clearance process.

1. The CIW template will be partially completed by the Project Manage/COR; The Contractor will provide all information in section 1 and, in section 2, as needed (POC information and subcontractor Information)

2. ZoneD will provide the contractor with the electronic CIW template and form OF 306.

3. ZoneD will provide training to the contractor’s POC

4. Paper copies of CIW’s will not be accepted. The CIW is required to be submitted in MS Word document (Version 4 12/2010 Scanned PDF documents will not be accepted.)

5. Form OF 306 shall be signed and submitted in PDF format.

6. All documents provided to GSA shall be encrypted.

7. Submit both the completed CIW’s and signed OF 306 electronically to: zoned-hspd12@gsa.gov:

a) Do not submit CIW and OF 306 forms for individuals not previously identified on the Requesting Official Contractor Approval List. If additional employees are required, the contractor POC shall provide an updated Requesting Official Contractor Approval List to the GSA Project Manager/COR for approval.

b) Following receipt of a validated and legible CIW and OF 306 by the Zone D Help Desk, the information from the CIW will be entered into GSA’s database, and the contractor will be sponsored. Once sponsored and notified via email, the contractor employee(s) shall go on-line and make an appointment at any shared service credentialing office to get their fingerprints taken. Use the following website to locate shared credentialing centers

c) Once an employee is approved, an adjudication email will be sent to the contractor and employee stating that OPM FSEM has determined that this individual is fit to provide 6 months of contractor support to the General Services Administration (GSA) starting on __(TBD)__.

d) All workers shall have a photo ID and a copy of their OPM adjudication email with them at all times when they are on the work site.

e) All workers shall confine operations to areas permitted.

D. The Contractor shall not perform work on the jobsite until the investigation process is complete.

E. The Contractor shall maintain building security at all times. Provide temporary closures, barricades and signage to prevent unauthorized entry during non-working hours.

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