Attachment_1-DPW-16088-7J_Statement_of_Work_20180720.pdf

Statement of Work Revision 1

DPW-16088-7J 30 JUL 18

Repair/Replace Roofs - Bldg 3401 Page 1 of 7

STATEMENT OF WORK

DPW-16088-7J/Bldg 3401 Repair/Replace Roof

20 JUL 2018

1. GENERAL: Provide all materials, labor, and equipment to complete repair by replacement of roof system on building 3401 per this statement of objectives and the construction documents attached/enclosed. This project is intended to replace the existing roof system down to the concrete deck with a fully-adhered EPDM membrane system. Government-provided drawings provide basis of design for elements depicted.

Contractor shall verify on site all dimensions, sizes, and quantities prior to submitting a proposal. Attached specifications shall establish the minimum acceptable level of performance unless otherwise modified by the statement of objectives.

2. PROJECT REQUIREMENTS:

2.1. FACILITY: This project shall retain all current (active) deck penetrations of roof drains and mechanical pipe. Abandoned penetrations will be infilled.

2.2. DEMOLITION: Demolish, remove, and dispose of existing roof system down to the roof deck, including vapor barrier, insulation; and drain covers, framed roof curbs, roof parapet flashing/cap, abandoned bird nests in the work area, drainage splash blocks, interior roof area dividers, and features as noted on drawings. The contractor shall protect the work area to prevent roof and roof drain leaks to the facility at all times.

The contractor shall be fully responsible for repairs of damage created by such leaks in the facility during the entire construction period.

2.3. INDOOR AIR QUALITY: Contractor shall shut down HVAC equipment supplying outdoor air to building occupants during all contractor odor and dust generating activities. The contractor shall protect all HVAC equipment from work generated dust contamination.

2.4. SCHEDULE: Schedule shall conform to the contract documents.

2.4.1. Definable Features of Work (DFOW): Each DFOW is subject to a 3-phase control inspection conducted by the contractor's QC. At a minimum, the DFOW list shall include tasks as follows:

Demolition Vapor Barrier Parapet & Curbs Parapet & Curb Insulation Roof Insulation System Roof Drainage System EPDM Roofing System Roof Flashing & Trim

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Electric Heat-Trace

2.4.2. Schedule of Values: Schedule shall conform to the contract documents.

2.4.3. The Period of Performance (POP) is 365 days after issuance of NTP. The

NTP will be issued 10 days after the date the contract is awarded. The POP includes material procurement and equipment delivery times.

2.4.4. Other Events: All submittal items including roof drainage plans to be turned in no later than December 15, 2018.

2.4.4.1. Migratory Bird Nesting: The contractor’s attention is called to Environmental Concerns for Construction, Demolition, and Renovation Projects, paragraph 12.d Migratory Birds. There is current evidence of both gull and swallow nesting on the roofs and affected surfaces on the buildings.

2.4.4.2. Parking Area Closures: The contractor shall coordinate temporary closure of parking areas located between buildings with the Government. Parking area closures, including contractor notice of closure to Government, shall be indicated on the schedule. The contractor shall provide a minimum 14-days advance notice to the Government prior to closing parking areas.

2.4.4.3. The contractor temporary closure barriers shall not restrict passage of Fire Department and other emergency vehicles.

2.5. OCCUPANCY: The buildings included in the scope of this contract will be occupied. The contractor will schedule and perform work under this contract in such a manner as to allow the occupants of the building to continue their normal activities with the least amount of interference.

2.6. NEW EPDM ROOF SYSTEM:

2.6.1. The roof system shall be designed to meet Underwriter’s label (UL) Class

A fire rating per UL 790 and Factory Mutual (FM) Class 1A-60 fire/windstorm rating.

2.6.2. The roofing system shall be reinforced EPDM, single-ply fully-adhered roofing system, black in color and a minimum sheet thickness of 60 mil. A minimum of two layers of insulation shall be provided. Insulation layers, cover board, and roofing membrane shall be installed in accordance with roofing system manufacturer’s guidance, as required to meet wind uplift requirements.

2.6.2.1. EPDM Membrane: 60 mils, ASTM D 4637 Type II, reinforced.

2.6.3. Slope of roof shall not be less than 1/4:12 (vertical units to horizontal units).

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2.6.4. Provide self-adhered vapor barrier to the concrete deck in accordance with manufacturer’s installation guidelines. Gaps between horizontal and vertical surfaces shall be filled with code approved backup filler. Vapor barrier shall extend up vertical surfaces per manufacturers requirements.

2.6.5. The roof system insulation shall be expanded polystyrene. Minimum compressive strength shall be 15 psi. Provide a minimum of 12” roof insulation over the entire roof deck vapor barrier, including at the lip of roof drains, unless otherwise noted on drawings. Install cover board over insulation.

2.6.5.1. Insulation: EPS ASTM C 578, Type II.

2.6.5.2. Cover Board: DOC PS 2, Exposure I, OSB 7/16” minimum

2.6.6. At all parapets, and as indicated on the drawings, the EPDM membrane shall be fully adhered, extend up and over the wall, continue down the exterior of the wall, and terminate under the new flashing and cap, per the roof manufacturer’s installation guidance where feasible.

2.6.7. At all other walls, the EPDM membrane shall be fully adhered and mechanically fastened with termination per the roof manufacturer’s installation guidance.

2.7. ROOF PARAPETS & CURBS:

2.7.1. Curbs for rooftop equipment shall be extended, as required, to meet equipment manufacturer’s requirements.

2.7.2. Provide flashing and cap on parapet walls, curbs, seismic joints and all other areas of existing flashing associated the roof system. All finish colors shall be Government approved.

2.7.2.1. Metal Copings: Perlock 150 parapet wall coping or equal. Salient features must include a galvanized steel cleat. Minimum 6” internal splice plate with colors matching the cap. No exposed fasteners on the cap.

2.7.3. Extend parapet walls as needed to provide a minimum 6” projection above top of insulation. Parapet walls that currently have the same elevation will maintain the same elevation as any wall that is extended.

2.8. ROOF SYSTEM ACCESSORIES: All existing roof penetrations including roof drains, DWV vents, ventilation ducts, and electrical raceways, shall be retained at existing locations, unless otherwise noted on drawings. All abandoned penetrations to be infilled and covered over.

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2.8.1. Roof Drains: Provide new roof drains, above-deck drain extension piping at roof drains where required to accommodate new insulation thickness and roof drainage patterns.

2.8.1.1. New Roof Drains (Main): Roof drains will be routed on the surface of the roof deck and will drain down the face of the building. Roof drains will be relocated as shown on the drawings. New drains with new boxes and supports will be installed at each location.

2.8.1.2. New Roof Drains (Annex): Roof drains will be routed in the (2) existing drain locations and will exit the building at the current location.

New drains with new boxes and supports will be installed at each location.

2.8.1.3. New Roof Drain Piping (Main): Piping to be routed along the face of the building as shown on the drawings. Piping to be 3” dia. Schedule 10 galvanized piping. Piping and all required brackets will be painted to match the main portions of the building. Paint to be compatible with the galvanized piping. 2 coats of paint and 1 coat of primer.

2.8.1.4. Roof Overflow Drains (All): New overflow drains will match the new drains and will be installed in the new locations that are shown on the attached drawings. Overflow drains will exit through the parapet walls and extend beyond the current flashing a minimum of 8”.

2.8.2. Roof Drain Heat Trace: Remove and reinstall heat trace system, system is not permanently mounted to the roof surface. Conduit from power source sits on 2x sleepers. New heat trace system to utilize new conduit and new heat trace lines. Main roof drains will have heat trace which will extend through the bowl through the downspout by 12” minimum and loop back into the downspout.

2.8.2.1. Self-Regulating Heat Trace: Must be compatible with the existing system.

2.8.2.2. Heat Trace Controller: Verify that Heat trace controller is functional. If the Controller is not functional notify the government.

2.8.3. DWV Vents, Ventilation Ducts, & Electrical Raceways: Extend piping, ductwork, and raceways as required to accommodate new roof system thickness and achieve existing elevation above membrane. All piping and ductwork shall have new rigid insulation with aluminum jacket installed from the top of the roof deck above the vapor barrier and extending through the roof system to the bottom of the cap. Provide roof system manufacturer membrane flashings and seals for all piping and ductwork membrane penetrations.

2.8.4. Any abandoned ducting to be infilled at the deck level. Concrete deck to be repaired in kind.

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2.8.5. Any Abandoned roof drain piping will be plugged with a plug that can be installed from the roof deck, plug must not be able to slip completely into the ID of the pipe.

2.8.6. Walkways shall consist of 30” x 30” traffic pads, provided by or approved by the roofing membrane manufacturer. Contractor shall provide 16 each 30” x 30” surplus walkway mats per building to the government at the conclusion of the project.

3. SUBMITTALS: Submittals shall be accompanied by a completed ENG Form 4025- R; incomplete submittals will be rejected without action pending completion. When directed, or as specified, the contractor shall provide information and/or submit samples of equipment and materials that the contractor contemplates incorporating in the work.

All submittals shall be at the contractor’s expense. Submittals shall be approved prior to installation. See attached submittal register for a detailed list of the minimum submittals. In addition to paper copies, all closeout submittals shall be submitted in searchable digital format on a single CD or DVD. If searchable documents are not available (in the case of handwritten reports) scanned .pdf files will be acceptable. The contractor may choose to submit the digital submittal disc after the paper copies have been approved. All items on any given submittal shall be restricted to a single CSI tech section (items on any given submittal shall not be from more than one CSI tech section).

4. OPERATIONS and MAINTENANCE (O&M) DATA: Upon completion, but prior to final acceptance, the contractor shall submit operating and maintenance data on all major equipment items and systems. The manual(s) shall include the manufacturer’s name, model number, service manual, parts list, and brief description of all equipment and their basic operating features.

5. RECORD DRAWINGS (As-Built):

5.1. When design drawings and/or shop drawings (produced by the Government or the contractor) are used in the performance of the work, the contractor shall maintain at least one (1) set of working as-built drawings by “red-line” process to show the as-built conditions during the prosecution of the project. These working as-built drawings shall be kept current on a regular basis (not less than weekly) and shall be available at the job site at all times or otherwise made available to the Government immediately upon request. All changes from the contract drawings and shop drawings made in the work shall be accurately and neatly recorded as they occur by means of details, notes, and additional drawings as may be necessary. The working as-built (red-lined) drawings will be jointly reviewed for accuracy and completeness by the Government’s Quality Assurance representative and the contractor prior to submission of periodic pay requests.

5.2. Final as-built drawings shall be prepared after the completion of the work. The contractor shall modify the final as-built drawings as necessary to correctly show the features of the project as it has been constructed by bringing the final as-built drawing set into agreement with the approved working “red-lined” as-built drawings. The final

Repair/Replace Roofs - Bldg 3401 Page 6 of 7 as-built drawings will be jointly reviewed for accuracy and completeness by the Government’s Quality Assurance representative and the contractor prior to submission of final pay requests. When final revisions have been completed, the cover sheet drawing (or each individual sheet if no cover sheet is included) shall show the wording “AS-BUILT” followed by the name of the contractor. Final As-Built drawing set shall contain all design, shop, and extensions of design drawings used in the performance of the work, including, but not limited to Fire Alarm, Fire Suppression, and DDC Sequence of Operations, Roof Drainage plan.

5.3. The contractor shall submit final as-built drawings through the Government

Quality Assurance Representative to the Ft. Wainwright DPW Plans Room in Building 3015. As-built record drawings shall consist of one (1) complete set of Mylar drawings (full size 24" x 36") and one (1) compact disk containing the electronic file(s) in AutoCAD, Release 2017 or earlier (or other compatible format) and PDF format. Items shall be submitted using DD Form 250, Material Receiving and Inspection Report.

6. INSPECTION: The contractor shall contact the Government PM/QAR seven days prior, to schedule a pre-final/final inspection of the project after all work has been completed and the site has been cleaned. The Government PM/QAR will meet with the contractor on site to inspect the work.

6.1. Pre-final inspection shall be completed after the contractor’s QC inspection and completion of the QC punch list. A Pre-final punch list will be created by the contractor.

6.2. The Factory Representative’s inspection must be completed prior to the final inspection. The Government QA must be invited to the Factory Representative’s inspection seven days prior to the inspection.

6.3. Final Inspection and Acceptance: Final inspection and acceptance shall be conducted after the pre-final inspection punch-list items are completed. The CQC representative compiles the pre-final punch list immediately after the work is completed.

A request for final payment shall not be submitted by the contractor until after this inspection has been made, any punch-list items have been corrected, and the project re-inspected.

7. TRAINING: The contractor shall place all systems and equipment in operation and, with specific reference to the O&M manuals, instruct the owner's maintenance personnel as to the proper operation and periodic maintenance of new equipment and systems. The contractor shall coordinate and schedule on-site training session(s) with the Government QAR not less than 15 calendar days prior to the scheduled date.

8. WARRANTY REQUIREMENTS:

8.1. All work shall be covered under the 1-year warranty of construction clause

(FAR 52.246-21, Warranty of Construction).

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8.2. In addition to the 1-year warranty of construction, the contractor shall provide a manufacturer’s non-penal sum, labor, and materials warranty for the complete roofing system, wherein the manufacturer specifies the roofing system will be free of leaks caused by defects in materials and/or workmanship. Roofing system shall be warranted for 10 years and for 55 mph wind speeds.

8.3. In addition to the base contract 1-year warranty, the contractor shall provide manufacturer’s warranty documents for the following installed equipment /products /systems prior to request for final payment.

8.3.1. Roof system

9. ATTACHMENTS/ENCLOSURES:

Attachment 1-Drawings:

A1.0 Demo Plan A2.0 Existing Drainage Plan A3.0 New Parapet and Curb Plan A4.0 New Drainage Plan A5.0 Details

Attachment 2- Division 1 Specifications

Attachment 3- Specifications:

TS 01 32 33 00- Schedule of Values TS 02 41 13 13- Selective Demolition TS 06 16 23 00- Sheathing TS 07 05 13 00c- SBS-Modified Bituminous Membrane Roofing TS 07 05 13 00d- Membrane Reroofing Preparation TS 07 53 16 00- EPDM Membrane Roofing TS 07 56 00 00- Coated Foamed Roofing TS 07 62 00 00- Sheet Metal Flashing & Trim TS 07 72 56 00b- Heat Tracing For Plumbing Piping TS 09 91 13 00- Exterior Painting TS 09 91 23 00- Interior Painting TS 22 05 76 00a- Storm Drainage Piping Specialties TS 26 05 19 13- Raceways & Boxes TS 26 05 19 16- Common Work Results for Electrical TS 26 05 53 00- Electrical Identification

Attachment 4-Submittal Register

DPW 16088‐7J

Repair/Replace Roof 3401

Attachment 1

Drawings

DPW 16088‐7J

Repair/Replace Roof 3401

Attachment 2

Division 1 Specifications

Division 1 – Table of Contents

01 11 00 GENERAL PROCEDURES

01 19 30 SPECIAL ITEMS FOR FORT WAINWRIGHT PROJECTS

01 31 19 MEETINGS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTALS PROCEDURES

01 35 26 SAFETY

01 36 00 RADIOACTIVE MATERIALS PROCEDURES

01 45 04 CONTRACTOR QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 34 STORM WATER POLLUTION PREVENTION MEASURES

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 11 00 GENERAL PROCEDURES:

The Contractor shall provide, upon receipt of a NTP all work materials, supplies, parts (to include system components), plant, supervision, labor, transportation, and equipment (except when specified as Government Furnished), for repair of earth covered magazines as described/required in scope of work and in strict accordance with all the terms, conditions, special contract requirements, specifications, drawings, attachments, and exhibits contained in the contract or incorporated by reference as follows.

The Contractor's work and responsibility shall include all Contractor planning, programming, administration, and management necessary to provide all facets of work for the construction and related services as specified. The work shall be conducted by the Contractor in strict accordance with the contract and all applicable federal, State of Alaska, and local laws, regulations, codes or directives. The Contractor shall ensure all work provided meets or exceeds the critical reliability rates or tolerances specified or included in the applicable documents. The Contractor shall provide related services such as preparing and submitting required reports, performing administrative work, and submitting necessary information as specified under this contract and within individual task orders.

Furnish materials and equipment conforming to the requirements as required/specified in the scope of work and as indicated in the Technical Specifications. The intent of these specifications is to furnish concise industrial and/or commercial standards for maintenance and repair of Government facilities.

AT/OPSEC:

Prior to physically starting work on this project, the contractor shall furnish the government PM/QAR, and the affected facility POC with a list of all contractor / sub-contractor personnel who will require access to the facility during the course of the subject project. This list shall be provided a minimum of 5 working days before access to the facility is required. This list shall be signed by an authorized representative of the contractor, and shall contain the following information: full name of employee(s), date of birth, identification number correlating to the employee’s photo identification (e.g., driver’s license number, employee number, etc.,) and corporate points of contact who shall be further responsible for identifying employees, subcontractors, vendors and delivery personnel. This list shall be updated and resubmitted as often as necessary for it to be current. Depending on current events, personnel shall be required to show photo identification (cross checked against the required roster) prior to gaining access to a facility.

AT Level 1 Training: All contractor employees, to include subcontractor employees, requiring a 90 day access or more to Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 5 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: http://jko.jten.mil.

Access and general protection/security policy and procedures: Contractor and all associated sub-contractors employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contract or Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

To comply with federal law, Fort Wainwright will no longer accept state-issued identification from certain U.S. states for visitor access to the installation as mandated under the REAL ID Act.

Visitors not in compliance will be denied unescorted entry to federal installations. Personnel in possession of a valid Department of Defense issued identification card are not affected by this change. For the most updated information regarding Real ID info for each state, visit Department of Homeland Security (DHS) at:

https://www.dhs.gov/real-id-enforcement-brief

For contractors that do not require CAC, but require access to a DoD facility or installation.

Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC- III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

iWATCH Training: The contractor personnel and all associated sub-contractor personnel requiring 90 day access or more shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR or to the contracting officer (if a COR is not assigned), NLT 5 calendar days after contract award and within 5 calendar days of training of new employees/personnel.

OPSEC Training; Per AR 530-1, (Operations Security) Contractors for Army contracts, shall practice OPSEC to protect classified, critical, and sensitive information for government contracts.

The Requiring Activity OPSEC Officer has imposed that all contractor employees, to include subcontractor employees requiring 90 day access or more, shall complete initial and annual thereafter OPSEC awareness training (OPSEC Level 1). This annual training shall be completed within 30 calendar days after contract award and within 30 calendar days of new employees commencing performance. The contractor shall submit certificates of completion for each affected contractor and subcontractor employee to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training. OPSEC awareness training is available at the following websites: https://securityawareness.usalearning.gov/opsec/.

E-Verify Program. U.S. law requires companies to employ only individuals who may legally work in the United States – either U.S. citizens, or foreign citizens who have the necessary authorization. This diverse workforce contributes greatly to the vibrancy and strength of our economy, but that same strength also attracts unauthorized employment. E-Verify is an Internet-based system that allows businesses to determine the eligibility of their employees to work in the United States. E-Verify is fast, free and easy to use – and it’s the best way employers can ensure a legal workforce.

The Contractor must pre-screen employees using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements as indicated above.

The vendor must ensure that the employee has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system.

SUBMITTAL PROCEDURES AND SOFTWARE REQUIREMENTS

General Summary: Shop drawing and product data submittals shall be transmitted to the government in electronic (PDF) format using ENG Form 4025. A copy of this form in PDF will be made available to the contractor from the Contracting Officer’s Representative (COR).

Information and training on the process and flow for submittals will be provided by (COR) after award and prior to start of making submittals. The Contractor shall allow adequate time for government review of all submittal documents. Government review shall be 14 calendar days unless otherwise indicated in this contract.

INSURANCE – Work on a Government Installation:

Provide and maintain at least the following kinds and minimum amounts of insurance for entire duration of work.

Workman’s Comp and Employers’ Liability Insurance $100,000.

General Liability Insurance: A Bodily Injury, Comprehensive policy that provides $500,000 per occurrence.

Automobile Liability Insurance: A comprehensive policy that provides $200,000 per person and $500,000 per occurrence for bodily injury and $20,000 per occurrence for property damage, covering operation of company automobiles in connection with performance of this contract.

01 19 30 SPECIAL ITEMS FOR FORT WAINWRIGHT PROJECTS

FIRE SAFETY

The Contractor shall obtain a permit from the organization having jurisdiction over the job site for any welding or open flame work.

IDENTIFICATION OF EMPLOYEES

The Contractor shall be responsible for furnishing to each employee, and for requiring each employee engaged on the work to display, identification as approved and directed by the Contracting Officer. Prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of any employee. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works.

COORDINATION OF WORK

The Contractor must abide by Fort Wainwright's Force Protection Requirements. These requirements are subject to frequent updates. The Government does not guarantee unrestricted availability of the jobsite due to unforeseen Force Protection Levels that may arise during construction as the war against terrorism is ongoing.

The Contractor shall coordinate and obtain approval for work activities with the Airfield Manager, the Post Fire Department and the Contracting Officer at least 30 days in advance of work otherwise specified. The Contractor shall provide emergency vehicle access through construction areas where required by the Post Fire Department or the Contracting Officer.

The Contractor and its workers/employees may park their privately owned vehicles (POV) only during their working hours at designated areas which is predetermined by the Contracting Officer prior to start of construction activities.

The Contractor shall coordinate their work including but not limited to site operations, construction, fences, access, scheduling, material, security, etc., with their subcontractors and that of other contractors for the ongoing projects taking place in adjacent work sites, to minimize interruption and conflicts. The Contractor is responsible and liable for any delays or disruptions caused by scheduling conflicts between their subcontractors and/or other contractors working on adjacent sites.

TEMPORARY HEATING PLAN (DURING CONSTRUCTION)

If and where required, temporary heat shall be provided to maintain a minimum +50 degrees Fahrenheit where building users no longer occupy the facility and +70 degrees Fahrenheit in facilities which are occupied by building users. The Contractor shall submit for approval, no later than September 01 of each year of construction prior to the anticipated need for temporary heating, a plan that will efficiently provide temporary heat to each facility. The Temporary Heating Plan shall include the following:

a. Number and location of each device used.

b. BTU output of each unit and heating medium.

c. Narrative description of how each unit is to be monitored and at what frequency.

d. Narrative description of what type and size of safety devices, and its location in each facility.

e. Name(s) and phone number(s) of the person accomplishing the monitoring.

f. Name and address of a backup point of contact.

The use of electrical heating devices shall not be allowed.

The Contractor shall submit, as a shop drawing, the Temporary Heating Plan. Installation and operation of any temporary heating equipment will not be allowed until such approval has been obtained. Plan should be submitted at least 21 work days before date temp heat will be needed.

Any temporary utilities required by the Contractor to support this effort shall be included in the contract lump sum price. No separate costs will be allowed.

TELEPHONE CABLE, AND COMMUNICATION OUTAGES

For commercial telephone and cable outages, the Contractor shall make those requests directly to the provider. No excavation shall be allowed until the provider has located and marked the utility line.

For government owned telephone, cable, or communication outages the contractor shall inform and coordinate in a timely manner with project COR or QAR. The Government will serve as an intermediary or coordinator between the contractor and other government entities.

EXCAVATION CLEARANCE REQUEST (ECR)

Prior to the commencement of any excavation, trenching or other digging activity for all soil disturbing activities impacting soils six inches or more below the ground surface, the contractor shall obtain an Excavation Clearance Request (ECR), USARAK Form 81-E. USARAK Form 81-E is commonly referred to as a "Dig Permit". This form may be obtained from the Customer Service Desk at the Directorate of Public Works, Building 3015 Montgomery Road, Ft. Wainwright.

The Contractor shall have a properly executed Dig Permit, coordinated through the Contracting Officer and signed by the DPW prior to any excavation work at the project site.

The Contractor shall be responsible for providing all information required by the ECR to include obtaining all signatures from the organizations and individuals required on the ECR. Write the AK One call ticket number on the line provided for the Alaska Dig Line "Signing Official" in lieu of a signature for Alaska Dig Line.

BORROW SOURCES

There are no borrow sources available on Fort Wainwright.

NON-GOVERNMENT BORROW SOURCES

The Contractor shall check any non-Government, proposed borrow sources for the presence of hazardous substances and petroleum products as defined in ASTM E 1527. The publication includes guidance on previously examined sites. A Phase I Environmental Site Assessment, also as defined therein, shall be submitted for each proposed borrow site as a supplement to the Environmental Protection Plan specified in SECTION 01 57 20.01 29 ENVIRONMENTAL PROTECTION. The report shall identify any previous or current presence of hazardous substances at the site, regardless of whether they have been, or can be, released to the environment. The Assessment shall be performed under the direct supervision of an independent, registered professional engineer, currently licensed by the State in which the borrow source is located, and within such time frame as will ensure reports are valid when submitted. The engineer shall have a minimum of 3-years experience in performing satisfactory Environmental Site Assessments. All reports shall be certified in writing by the engineer and submitted in the standard format specified in the referenced publication, through the Contracting Officer, to the Base Environmental Office for review. Reports shall be submitted at least 30 days prior to needing borrow materials in the work. The qualifications of the engineer performing the Assessment shall be included with the report. Where hazardous materials are indicated, use of the source will not be allowed. No borrow materials shall be brought onto Government property without approval of the Contracting Officer. The Government reserves the right to sample and test any borrow materials delivered to the project for conformance with this specification.

DISPOSITION OF MATERIALS

The Contractor shall dispose of all the following at an approved off-base location: demolition debris, construction debris, grubbed and cleared vegetation such as stumps and root balls, and all other solid waste. The Fort Wainwright landfill is not available for use. Rubbish and debris shall be removed from the work site daily, unless otherwise directed, to avoid accumulation at the demolition site. Solid waste shall be placed in containers and disposed of on a regular schedule.

All handling, transport, and disposal shall be conducted in such a way as to prevent spillage and contamination in compliance with federal, state, local, and local off-base Landfill requirements.

Disposal of Soils

No soils shall be removed from the installation for off-site disposition. Soils may be temporarily removed from the installation when approved for off-site remediation. Such soils shall be properly tracked and fully accounted for until returned to the installation and shall not be mixed with other soils at any time.

Salvageable Material

Salvageable material, if not otherwise indicated, shall become the property of the Contractor.

The value of such salvage shall be reflected in the contract price.

COMPLIANCE WITH ALASKA LABOR LAWS ON OCCUPATIONAL LICENSING

The Contractor will be required to comply with provisions of Alaska Statutes AS 08 and Alaska Regulations 12 AAC 32 and 12 AAC 39 requiring licensed electrical and mechanical administrators to supervise and be responsible for the performance of all regulated categories of electrical and mechanical work performed on-site as part of this contract.

The following Alaska State Regulations apply to this contract:

a. Controls and Control Wiring: 12 AAC 32.275

b. Inside Communications: 12 AAC 32.195

c. Residential Wiring: 12 AAC 32.235

d. Outside Communications: 12 AAC 32.125

e. Commercial Wiring: 12 AAC 32.165

f. Line Work: 12 AAC 32.075

g. Heating Cooling and Process Piping: 12 AAC 39.232

h. Mechanical Systems Temperature Control: 12 AAC 39.292

i. Residential Plumbing and Heating: 12 AAC 39.312

j. HVAC/Sheet Metal: 12 AAC 39.252

k. Refrigeration: 12 AAC 39.272

The Contractor shall also be required to comply with State of Alaska requirements for occupational licensing of electrical and mechanical journeymen and apprentice craftsmen performing any work on-site as part of this contract. The ratio of individuals holding trainee certificates may not be more than two electrician trainees for every certified electrician journeyman, or residential wireman as applicable, on a job site, or two power linemen trainees for every certified power lineman journeyman on the job site. The Contractor shall be prepared to demonstrate on demand, the licensing of the craftsmen engaged in the work.

PROTECTION OF EXCAVATED COMMUNICATIONS AND ELECTRICAL DUCTS

Where construction requires excavation beneath existing Government Owned communications or electrical ducts or conduits larger than 2.5", the exposed utility shall be supported to prevent structural failure. The support system shall be designed by the contractor and copy furnished to the Government before the affected line is undermined.

Existing Fiber Optic Lines/Ducts

If Government Owned fiber optic cable is damaged by the contractor, the contractor shall replace the cable from splice point to splice point at no additional cost to the Government.

Replacement shall include spare cable in each manhole. Amount of spare will be determined by the Contracting Officer, up to 60' in each manhole. After replacement, end to end attenuation shall be measured with an optical power meter and OTDR performed on each cable at 1310 nm and 1550 nm. OTDR shall be in one direction for fibers not intended to be terminated and bi-directional for all others. Measurements procedures shall comply with EIA/TIA. Failures to achieve EIA/TIA compliant results shall be remedied by the contractor at no additional cost. Digital and paper records of the attenuation and OTDR results shall be furnished to the Government

Existing Communications Lines/Ducts Other than Fiber Optic

If Government Owned communications lines, other than fiber optic lines, are damaged by the contractor, repairs shall be made in a manner acceptable to the Contracting Officer. The Contracting Officer may disapprove underground splicing in which case the damaged section of cable shall be replaced and a new manhole or new pedestals shall be provided for splicing.

The following tests and measurements shall be made on repairs: insulation resistance, shorts/crosses, grounds, opens, reversals, splits, transpositions, shield continuity, loop resistance, insertion and capacitance. Measurement procedures shall comply with RUS standards. Failures to achieve RUS compliant results shall be remedied by the contractor at no additional cost to the Government. Digital and paper records of these tests and measurements shall be furnished to the Government.

LOCKSET CORE INSTALLATION

If locksets are required, the Contractor shall install all lockset(s) in accordance with the manufacturer's recommendations and with the following exceptions:

a. All locksets shall be installed without the cores. The Contractor shall be responsible for providing interim security of each facility until such time as the lockset cores are installed by the DPW Locksmith.

b. The Contractor shall provide a Key Schedule to the Government for approval. Once approved, the Contractor shall coordinate final coding of the lockset cores by the manufacturer in accordance with the approved key schedule. The Contractor shall coordinate the delivery of the final lockset cores and permanent keys directly from the manufacturer to the DPW Locksmith.

c. The DPW Locksmith will install the coded lockset cores; the Contractor shall be responsible for coordinating installation of the coded lockset cores in a timely manner.

FORT WAINWRIGHT POLICY LETTERS

Contractor shall comply with all Fort Wainwright Policy Letters. Policy Letters available at https://www.wainwright.army.mil/index.php/about/garrison-policy-letters.

01 31 19 MEETINGS

PRECONSTRUCTION CONFERENCE

After award and Notice to Proceed (NTP) has been issued by the Contracting officer and prior to the start of any construction work the Government will schedule and conduct a preconstruction meeting. The Contractor's Project Manager and Quality Control Manager will attend this meeting. The Contractor is encouraged to have an officer of his company and representation from his sub-contractors at this conference. This meeting will be held at the location specified by the Government. Minutes of the meeting will be prepared by the Contractor and submitted to the Government for review and approval. The minutes shall become a part of the contract file.

Start of Construction Work

If the Contractor has submitted all the preconstruction submittals required by contract (Accident Prevention (Safety) Plan, Quality Control Plan, Environmental Protection Plan, Sampling and Analysis Plan, Storm Water Pollution Prevention Plan or Erosion and Sediment Control Plan, Project Schedule and Submittal Register) for review prior to this meeting, these may be accepted into or accepted with comments at the Preconstruction Meeting.

Construction work shall not proceed until after this meeting has been held, the plans noted above have been accepted, and the Notice to Proceed has been received and acknowledged by the Contractor.

WEEKLY COORDINATION MEETINGS

The Contractor shall participate in weekly coordination meetings with the Contracting Officer’s Representative and other Government representatives, as applicable. The Contractor shall be responsible for preparing the agenda in coordination with the Contracting Officer, distributing the agenda, conducting the meeting, preparing the meeting minutes, distributing the minutes, and tracking action items. The Contractor's superintendent and QC System Manager shall attend each meeting. Typical topics shall consist of but not limited to the following: review of the previous week's activities and progress; forecast of the following 2 week's activities and progress;

upcoming utility outage or street closure; status of shop drawing submittals and reviews; status of outstanding requests-for-information (RFI); status of pending modifications; anticipated modifications; proposed schedule changes; other concerns/and or issues.

OTHER MEETINGS

Construction Quality Control meetings and conferences are specified in follow on Sections about CONTRACTOR QUALITY CONTROL. Other meetings may be specified in various other sections. It shall be the contractor’s responsibility to review all contract documents and schedule and participate in all required meetings.

Government reserves the right to request additional meetings with contractor at any time during this contract that may not be specified in this or other sections of the contract.

01 32 01 PROJECT SCHEDULE

PROJECT SCHEDULE

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers Designers, Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule.

Provide a schedule that is a forward planning as well as a project monitoring tool.

Approved Project Schedule

Use the approved Project Schedule to measure the progress of the work and to aid in evaluating time extensions. Make the schedule cost loaded and activity coded. The schedule will provide the basis for all progress payments. If the Contractor fails to submit any schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

Schedule Status Reports

Provide a Schedule Status Report/Schedule Update on at least a monthly basis. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government.

BASIS FOR PAYMENT AND COST LOADING

Use the schedule as the basis for determining contract earnings during each update period and therefore the amount of each progress payment. Lack of an approved schedule update, or qualified scheduling personnel, will result in the inability of the Contracting Officer to evaluate contract earned value for the purposes of payment. Failure of the Contractor to provide all required information will result in the disapproval of the preliminary, initial, and subsequent schedule updates. The aggregate value of all activities coded to a contract CLIN shall equal the value of the CLIN on the Schedule.

Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading. Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event the Contracting Officer directs schedule revisions, those revisions shall be included in subsequent Project Schedule revisions or updates.

PROJECT SCHEDULE DETAILED REQUIREMENTS

Critical Path Method - Use the Critical Path Method (CPM) of network calculation to generate the Project Schedule.

Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Procurement Activities

The schedule must include activities associated with the submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 60 calendar days or material lead times that will negatively affect project parameters of an individual task order. A typical procurement sequence includes the string of activities: submit, approve, procure, fabricate, and deliver.

Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates:

a. Submission, review and acceptance of Preconstruction Submittals (individual activity for each).

b. Submission of specialized layout drawing (mechanical/electrical systems).

c. Long procurement activities

d. Submission and approval of as-built drawings.

e. Submission and approval of DD1354 data and installed equipment lists.

f. Contractor's pre-final inspection.

g. Correction of punch list from Contractor's punchout inspection.

h. Government's pre-final inspection.

s. Correction of punch list from Government's pre-final inspection.

t. Final inspection.

Percent Complete

With each update, update the percent complete for each activity started, based on the realistic assessment of earned value. Activities which are complete but for remaining minor punch list work and which do not restrain the initiation of successor activities may be declared 100 percent complete. To allow for proper schedule management, cost load the correction of punch list from government pre-final inspection activity(ies) not less than 1% of the total contract value which activity(ies) may be declared 100% complete upon completion and correction of all punch list work identified during pre-final inspection(s).

Remaining Duration

Update the remaining duration for each activity based on the number of estimated work days it will take to complete the activity. Remaining duration may not mathematically correlate with percentage found under paragraph entitled Percent Complete.

Anticipated Adverse Weather

Reflect the number of anticipated adverse weather delays allocated to a weather sensitive activity in the activity's calendar.

The following schedule of monthly anticipated adverse weather delays is based on NOAA data and will constitute the baseline for anticipate adverse weather.

Time extensions maybe granted under the DEFAULT contract clause (FAR52.249-10) if the weather at the site is more severe than the adverse weather anticipated for any given month and if the unusually severe weather can be shown to actually cause a delay to the completion of the project – that is cause impact/delay to activities on the critical path. The delay must be beyond the control and without fault or negligence of the contractor.

Monthly Anticipated Adverse Weather Delay Work Days Based on 5 Day Work Week:

Jan 22, Feb 20, Mar 14, Apr 0, May 0, Jun 0, Jul 4, Aug 3, Sep 4, Oct 1, Nov 20, Dec 22.

Early Completion Schedule and the Right to Finish Early

An Early Completion Schedule is an Initial Project Schedule (IPS) indicating all scope of the required contract work will be completed before the contractually required completion date.

a. No IPS indicating an early completion will be accepted without being fully resource-loaded (including crew sizes and manhours) and the Government agreeing the schedule is reasonable and achievable.

b. The Government is under no obligation to accelerate work items it is responsible for to ensure the early completion is met nor is it responsible to modify incremental funding (if applicable) for the project to meet the contractor's accelerated work.

PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below. If the Contractor fails or refuses to furnish the information and schedule updates as…