0011821582 SOW Replace Carpet Bldg. 5994, Repair Surfaces Bldg. 5995.pdf

SECTION 01 11 00

STATEMENT OF WORK

February 28, 2022

CONSTRUCTION

RFP Final Date: July 8, 2022

1. GENERAL DISCUSSION:

1.1. Project Identification

1.1.1. Project Title: Replace Carpet Bldg. 5994, Repair Surfaces Bldg. 5995.

1.1.2. IJO Number(s): DEJ225592J, GAA170097J

1.1.3. Project Package Number(s): 2260

1.2. Description of Work

1.2.1. The Contractor shall supply all supervision, labor, equipment, and materials to perform all work in strict accordance with the contract, this statement of work, and identified drawings to Remove mold, lead paint and clean brick wall building 5995 and replace flooring in 5994.

1.3. Area Description

1.3.1. Location: NCO ACCADEMY, Building 5995 Mechanical room and building 5994 administration building. Next block after the JBLM Main Gate.

1.3.2. Known Existing Site Condition

1.3.2.1. 5995: Operational mechanical room. 5994: The carpet has water damage due to past roof leaks.

Signs of Mildew present.

1.4. Principal Items To Be Accomplished

1.4.1. Base Item CLIN 0001: Demolish, IJO DEJ225592J, BLDG# 5995,

1.4.1.1. The contractor shall remove all chipping lead paint from the ceiling roof of the whole mechanical room. See Attachment 1 for example of paint to be removed.

1.4.1.2. The contractor shall encapsulate the area where the lead paint is and dispose the chipped and removed lead paint in accordance to regulations.

1.4.1.3. The contractor shall remove and dispose of the vapor barrier and insulation from the heating duct in the entire mechanical room. See examples shown in Attachment 2.

1.4.1.4. The contractor shall demolish and remove any kind of furniture in the room and dispose it.

1.4.2. Base Item CLIN 0002: Installation of vapor barrier, IJO DEJ225592J, BLDG 5995,

1.4.2.1. The contractor shall install new insulation and vapor barrier around the heating duct and associated components in the entire mechanical room. New insulation and vapor barrier shall be like in-kind to what was demolished and shall be installed using similar methods.

1.4.3. Base Item CLIN 0003: Clean the wall and fill the wall, IJO DEJ225592J, BLDG 5995,

1.4.3.1. The contractor shall clean the brick wall by removing all efflorescence salt. See Attachment 3 for example. [During washing activities it is recommended when feasible to “dry” spot clean first then use ONLY water. Because of the potential for lead paint and other pollutants, wash water must be contained and collected for proper disposal. Depending on contamination, the wastewater may need to be disposed as Hazardous Material or American Water may require a Temporary Discharge Permit before discharging into the sanitary sewer system.]

1.4.3.2. The contractor cleaning method shall follow the secretary of interior’s standards and preservation brief in order to comply with section 106; Preservation Brief 1: Assessing Cleaning and Water- Repellent Treatments for Historic Masonry Buildings (nps.gov). If the contractor’s cleaning method shall differ from the above recommended method, the contractor shall immediately inform the government for more directions on the way forward.

1.4.3.3. The contractor shall fill up all the holes in the walls with grout as a filling material after which the contractor shall paint the wall to match the rest of the wall. See attachment 4.

1.4.4. Base Item CLIN 0004 GAA170097J JBLM Remove Carpet/ Cover base (Building 5994)

1.4.4.1. Contractor shall remove carpet and cove base for Bldg. 5994 in the areas shown in Attachment 5.

1.4.5. Base Item CLIN 0005: GAA170097J JBLM Store Furniture/ Abatement

1.4.5.1. Contractor shall relocate government owned items, (I.E. (Furniture, Professional Items, Refrigerators, Microwaves, etc.) for each room, except for personal items, of Building 5994 as required for the installation of the new flooring materials. All items shall be stored on-site and protected from damage and returned to original placement once complete. External Conex storage boxes are recommended.

1.4.5.2. Contractor shall provide asbestos abatement and disposal in Building 5994 to include existing flooring, cove base, mastic adhesives and transition strips. All abatements shall be to clean substrate and in accordance with WISHA Interim Interpretive Memorandum Washington Department of Labor and Industries #97-7-G for Mechanical Removal of Asbestos-Containing Floor Tile. Once asbestos abatement has been completed, the area shall be encapsulated and inspected by the government prior to furniture movement into the space. The asbestos abatement of the existing tile and carpet shall be removed together as one unit. (See Attachment 6).

Note 1: The asbestos abatement shall be in accordance with OSHA/Washington State DOSH requirements for non-mechanical or manual removal of Class II VAT & mastic. i.e.

Critical barriers are required over all openings; negative air machines are not required.

Area shall be ventilated to remove nocuous odors.

Note 2: Contractor is responsible for ventilation systems for this task order and shall ensure all critical equipment are maintained at required operating temperatures. The systems are to be placed back into normal operation once completed. All system shutdowns shall be coordinated with building manager prior.

https://www.nps.gov/tps/how-to-preserve/briefs/1-cleaning-water-repellent.htm https://www.nps.gov/tps/how-to-preserve/briefs/1-cleaning-water-repellent.htm

1.4.6. Base Item CLIN 0006: GAA170097J JBLM Installing Carpet

1.4.6.1. Contractor shall clean, prep and install “Patcraft Homeroom v.3.0 Solution Q Extreme Nylon” carpet tile or “Equivalent” and rubber cove base in interior surface areas of building 5994 (See specifications below). Substrate shall be prepared to a quality where no imperfections will be visible through the installed tile.

1.4.6.2. Contractor shall design carpet for direct glue-down application. Adhesive shall be Green Label plus certified. Alternative installation applications require approval by the Contracting Officer and may not be authorized.

1.4.6.3. Contractor shall returned waste to the Manufacturer for recycling. Scraps shall be set aside and returned to manufacturer for recycling into new product. Remove non-retained scraps from site and recycle appropriately. Use of a local CARE recycler may be authorized with the approval of the Public Works Environmental Division.

1.4.6.4. Contractor shall make sure that the Adhesives and concrete primers shall comply with applicable regulations regarding toxic and hazardous materials. Provide water resistant, mildew resistant, nonflammable, and non-staining adhesives and concrete primers for carpet installation as required by the carpet manufacturer. Provide adhesives flashpoint of minimum 60 degrees C 140 degrees F in accordance with ASTM D3278. Adhesive shall be Green Label Plus certified. Contractor shall ensure concrete primer meets low emissions requirement at ASHRAE 189.1-2014 Section 8.4.2

1.4.6.5. Contractor shall install carpet in accordance with the Carpet and Rug Institute (CRI) 104 standards and Manufacturer’s guidelines.

1.4.6.6. Contractor shall ensure that the Carpet has a CRI Texture Appearance Retention Rating (TARR) of 3.5 or greater (severe).

1.4.6.7. Contractor shall relocate government owned items from the stored area back their respective rooms and areas.

NOTE 3: Contractor shall supply additional materials as follows:

Furnish extra flooring material of each color and pattern at the rate of 10 tiles for each 500 tiles and 5 square feet for each 1,000 square feet of sheet flooring installed. Furnish extra cove base material composed of 20 linear feet of each type, color and pattern. Package all extra materials in original properly marked containers bearing the manufacturer's name, brand name, pattern color name and number, production run, and handling instructions.

Provide extra materials from the same lot as those installed. Leave extra stock at the site in location assigned by Contracting Officer.

2. PERFORMANCE AND SCHEDULING:

2.1. Performance Period Requirements

2.1.1. The Contractor is required to commence work under this Contract within ten (10) calendar days after the date of issuance of the Notice to Proceed (NTP) for the Base Item(s), prosecute the work diligently, and complete all work on all Base Item(s) no later than 120 calendar days after the date of issuance of the Notice to Proceed for the Base Item(s). The time stated for completion includes final cleanup of the premises and submission of all required close-out documentation.

2.1.2. Blank copies of Government forms required by this SOW will be provided to the Contractor within 14 calendar days of award issuance. Examples of these forms include: daily reports, ENG Form 4025-R, HJB 229, etc.

2.2. Construction Phasing Requirements

2.2.1. Contractor shall coordinate all shut downs/outages with DPW.

2.3. Perform other work necessary

2.3.1. The Contractor shall be responsible for providing a complete and useable product/system and shall be responsible for accomplishing all tasks incidental to the completion of the project requirements. Requirements for a complete and useable product which are not explicitly called out in the SOW but are reasonably discernable via any other method than destructive testing shall be considered a requirement of the project/contract.

2.3.2. For purposes of this project, replace in kind refers to an item that meets the design specifications of the item it is replacing. This can be an identical replacement or any other alternative specifically provided for in the design specification, as long as the alternate does not in any way adversely affect the use of the item or associated items.

3. SUBMITTAL PROCEDURES:

3.1. Project Submittal Requirements: All submittals shall be submitted electronically (emailed) to the Government Project Manager (PM) in Adobe Acrobat .pdf format. An ENG Form 4025 shall accompany each submittal. These forms will be furnished to the Contractor by the PM. The submittal file name shall be in the format “Contract # – submittal #, submittal name” for example;

“0020-001 RTU”. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Drawings if required by the SOW shall be in ACAD format and a second electronic copy in PDF format. The Government reserves the right to request submittals not listed in this SOW; any submittals not listed in this SOW but requested by the Government shall become a requirement of the project. Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Contractor shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified.

3.1.1. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the KO from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirements to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

3.1.2. Government Approval. Government approval is required for critical materials, deviations, equipment whose compatibility with the entire system must be checked, safety requirements, and other items as designated by the KO. Government approval is required for any deviations from the solicitation or accepted proposal and other items as designated by the KO. These deviations must contain proper documentation stating why this deviation is necessary and why it is beneficial to the Government.

3.1.3. Information Only. Submittals not requiring Government approval will be for information only. The approving authority will not provide approval of information only submittals but shall provide acknowledgement of receipt.

3.1.4. Variations. Variations from contract requirements require Government approval and will be considered where advantageous to Government and/or overall project. Discussion with KO or their representative (DPW PM, MICC CS, etc.) prior to submission will help ensure functional and quality requirements are met and minimize rejections and resubmittals. Specifically point out variations from contract requirements in transmittal letters. Failure to point out variations may result in the Government requiring rejection and removal of such work at no additional cost to the Government. When proposing a variation, deliver written request to the KO, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation. Check the column "variation" of ENG Form 4025 for submittals that include proposed variations requested by the Contractor. Set forth in writing the reason for any variations and annotate such variations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted variations.

3.1.5. Approval. When approving authority is KO or the designated representative, the Government will:

Note date on which submittal was received. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents. Identify returned submittals with one of the actions defined in paragraph entitled "Review Notations" and with markings appropriate for action indicated. Upon completion of review of submittals requiring Government approval, stamp and date approved submittals. The transmittal form (4025-R) showing approval of the submittal will be retained by the KO and one copy of the transmittal form will be returned to the Contractor electronically. The KO's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing and other information are satisfactory.

Approval or acceptance will not relieve the Contractor of the responsibility for any error that may exist, as the Contractor is responsible for the satisfactory construction of all work. After submittals have been approved or accepted by the KO, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

3.1.6. Disapproval. Contractor shall make corrections required by the KO. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications, notice is to be given to the KO. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense. If changes to submittals are necessary, the Contractor shall make such revisions and submission of the submittals in accordance with the procedures above within 7 calendar days. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

3.1.7. Duration for submittal review: The Government shall have up to 14 calendar days to review each submittal starting when the Government receives the electronic submission. Longer review times may be required on a case-by-case basis.

3.2. Project Schedule:

3.2.1. Prepare for approval a Project Schedule, as specified herein. Show in the schedule the sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. The scheduling of the entire project, including construction sequences, is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel shall actively participate in its development.

Subcontractors and suppliers working on the project shall 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.

3.2.1.1. 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 (KO) may withhold approval of progress payments until the Contractor submits the required schedule.

3.2.1.2. Default Terms. Failure of the Contractor to comply with the requirements of the contract shall be grounds for a determination, by the KO, that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract. Upon making this determination, the KO may terminate the Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of the contract.

3.2.2. 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 invoice payment.

Lack of an approved schedule update, or qualified scheduling personnel, will result in the inability of the KO to evaluate Contractor percentage complete 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. In the event schedule revisions are directed by the KO and those revisions have not been included in subsequent revisions or updates, the KO may hold retainage up to the maximum allowed by contract, each payment period, until such revisions to the Project Schedule have been made. Activity cost loading shall be reasonable, as determined by the KO. The aggregate value of all activities coded to a contract line item number (CLIN) shall equal the value of the CLIN on the Project Schedule. The Government will withhold 5% of the project amount for submission and acceptance of any and all closeout documents as specified in each project and this shall be shown on the project schedule.

3.2.3. PROJECT SCHEDULE DETAILED REQUIREMENTS: The computer software system utilized to produce and update the Project Schedule shall be capable of meeting all requirements of this specification. Failure of the Contractor to meet the requirements of this specification will result in the disapproval of the schedule.

3.2.3.1. Critical Path Method. Use the Critical Path Method (CPM) of network calculation to generate the Project Schedule. Prepare the Project Schedule using the Precedence Diagram Method (PDM).

3.2.3.2. Level of Detail Required. Develop the Project Schedule to an appropriate level of detail. Failure to develop the Project Schedule to an appropriate level of detail, as determined by the KO, will result in its disapproval. The KO will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

a. Activity Durations. Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods. Procurement activities are defined herein.

b. Permit Activities. Include permit activities, when required, with the necessary conferences and follow-up actions and dates. Include the permitting schedule in the Project Schedule, showing the sequence of events involved in carrying out the project permit tasks within the specific contract period. This shall be at a detailed level of scheduling sufficient to identify all major permitting tasks, including those that control the flow of work.

c. Procurement Activities. Tasks related to the procurement of long lead materials or equipment shall be included as separate activities in the project schedule. Long lead materials and equipment are those materials that have a procurement cycle of over 30 days. Examples of procurement process activities include, but are not limited to: submittals, approvals, procurement, delivery, start-up, and testing.

d. Mandatory Tasks. The following tasks (as required) must be included and properly scheduled:

1. Submission of closeout submittals, equipment commissioning, controls testing plan submission, controls testing, performance verification testing, other systems testing, Contractor’s internal project inspection, correction of punch list from the Contractor’s pre-final inspection, final inspection.

2. Government Activities. Show Government and other agency activities that could impact progress. These activities include, but are not limited to: approvals, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3. Contract Line Item Number (CLIN) Coding. Code all activities to the CLIN on the CLIN Schedule to which the activity belongs. An activity shall not contain more than one CLIN code. CLIN code all activities, even when an activity is not cost loaded (to include preconstruction and post construction activities).

3.2.4. Scheduled Project Completion and Activity Calendars. The schedule interval shall extend from Notice to Proceed (NTP) date to the required contract completion date. The contract completion activity (End Project) shall finish based on the required contract duration in the accepted contract proposal, as adjusted for any approved contract time extensions. The first scheduled work period shall be the day after NTP is received by the Contractor. Schedule activities on a calendar to which the activity logically belongs. Activities may be assigned to a 7-day calendar when the contract assigns calendar day durations for the activity such as a Government Acceptance activity. Assign the Category of Work Code - Weather Sensitive Installation to those activities that are weather sensitive. Original durations must account for anticipated normal adverse weather. The Government will interpret all work periods not identified as non-work periods on each calendar as meaning the Contractor intends to perform work during those periods.

3.2.4.1. Project Start Date. The schedule shall start no earlier than the date on which the NTP was acknowledged. Include as the first activity in the project schedule an activity called “NTP”.

3.2.4.2. Project Completion Date. Constrain completion of the last activity in the schedule by the contract completion date. Schedule calculations shall result in a negative float when the calculated early finish date of the last activity is later than the contract completion date. Include as the last activity in the project schedule an activity called "Project Completion”.

3.2.5. PROJECT SCHEDULE SUBMISSIONS: The Contractor shall provide the submissions as described below:

3.2.5.1. Project Schedule Submission. Submit the Project Schedule for approval within 7 calendar days after NTP. The schedule shall demonstrate a reasonable and realistic sequence of activities which represent all work through the entire contract performance period. The Project Schedule shall be at a reasonable level of detail as determined by the KO. This requirement is in addition to any required schedules or submittals submitted in response to a Request for Proposal (RFP).

3.2.5.2. Project Schedule Updates. At the request of the KO, the Contractor shall provide and submit an updated Project Schedule. These submissions will enable the KO to assess the Contractor's progress. If the Contractor fails or refuses to furnish the information and Project Schedule data, which in the judgment of the KO or authorized representative is necessary for verifying the Contractor's progress, the Contractor shall be deemed not to have provided an estimate upon which progress payment may be made.

3.2.6. REQUESTS FOR TIME EXTENSIONS: In the event the Contractor believes they are entitled to an extension of the contract performance period, completion date, or any interim milestone date, furnish the following for a determination by the KO: justification, project schedule data, and supporting evidence (Ex: daily reports showing delays) as the KO may deem necessary.

Submission of proof of excusable delay, based on revised activity logic, duration, and costs (updated to the specific date that the delay occurred) is a condition precedent to any approvals by the Government. In response to each RFP issued by the Government, the Contractor shall submit a schedule impact analysis demonstrating whether or not the change contemplated by the Government impacts the critical path.

3.2.6.1. Justification of Delay. The Project Schedule shall clearly display that the Contractor has used, in full, all the float time available for the work involved with this request. The KO's determination as to the number of allowable days of contract extension shall be based upon the Project Schedule updates in effect for the time period in question, and other factual information. Actual delays that are found to be caused by the Contractor's own actions, which result in a calculated schedule delay, will not be a cause for an extension to the performance period, completion date, or any interim milestone date.

3.2.6.2. Unexcused Delays. Unexcused delays will result in a disapproval of any time extension request and the Contractor will be required to complete the work within the original period of performance. If the Contractor cannot complete the work within the original period of performance, the Contractor will be required to provide consideration to the Government in order to receive a time extension. Consideration will be established on a case by case basis but examples include but are not limited to extended warranty period, upgraded materials, etc.

3.3. Accident Prevention Plan:

3.3.1. Use a qualified person to prepare the written site-specific APP. Prepare the APP in accordance with the format and requirements of USACE EM 385-1-1 and as supplemented herein. Cover all paragraph and subparagraph elements in USACE EM 385-1-1, Appendix A, "Minimum Basic Outline for Accident Prevention Plan". Specific requirements for some of the APP elements are described below. The APP shall be job-specific and address any unusual or unique aspects of the project or activity for which it is written. The APP shall interface with the Contractor's overall safety and health program. Include any portions of the Contractor's overall safety and health program referenced in the APP in the applicable APP element and made site specific. The Government considers the prime Contractor to be the "controlling authority" for all work site safety and health of the subcontractors. Contractors are responsible for informing its subcontractors of the safety provisions under the terms of the contract and the penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out. The APP shall be signed by the person and firm (senior person) preparing the APP, the Contractor, the on-site superintendent, the designated site safety and health officer and any designated CSP and/or CIH.

3.3.2. Submit the APP to the Government personnel within 14 calendar days prior to the date of the preconstruction conference for acceptance. Work cannot proceed without an accepted APP.

3.3.3. Once accepted by the KO or their representative, the APP and attachments will be enforced as part of the contract. Disregarding the provisions of this contract or the accepted APP will be cause for stopping of work, at the discretion of the KO, until the matter has been rectified.

3.3.4. Once work begins, changes to the accepted APP shall be made with the knowledge and concurrence of the KO, or their representative, project superintendent, SSHO, and quality control manager. Should any hazard become evident, stop work in the area, secure the area, and develop a plan to remove the hazard. Notify the KO within 24 hours of discovery. Eliminate/remove the hazard. In the interim, take all necessary action to restore and maintain safe working conditions in order to safeguard on-site personnel, visitors, the public (as defined by ASSE/SAFE A10.34,) and the environment.

3.3.5. Copies of the accepted plan will be maintained at the KO's office and at the job site. Continuously review and amend the APP, as necessary, throughout the life of the contract. Incorporate unusual or high-hazard activities not identified in the original APP as they are discovered.

4. PROJECT REQUIRED SUBMITTALS:

4.1. Pre-Construction Submittals:

4.1.1. Quality Control Plan – Plan shall list Contractor POC’s with phone numbers and list any subcontractor’s used with POC’s and phone numbers.

4.1.2. Accident Prevention Plan with AHA’s

4.1.3. Environmental Protection Plan

4.1.4. Asbestos Abatement Plan

4.1.5. Waste Management Plan

4.1.6. Material Data Sheets-Carpet, Floor Tiles and Adhesive

4.1.7. Material Data sheet for insulation.

4.1.8. Material Data sheet for vapor barrier.

4.1.9. Material Data sheet for Brick wall cleaning agent. HJB Form 225 may be required

4.1.10. Material Data sheet for fill material.

4.1.11. Construction/Project Schedule

4.2. Construction Submittals:

4.2.1. Manufacturer’s equipment specification sheets. All applicable items such as model numbers, sizes, and accessories shall be indicated using arrows or highlight.

4.2.2. Applicable materials meeting specifications of SOW.

4.3. Closeout Submittals:

4.3.1. Contractor’s Warranty Letter

4.3.2. Material Disposal submittal

4.3.3. 1354(s) if required

4.3.4. As-Built Drawings if required

4.3.5. Operation and Maintenance (O&M) manual to include:

4.3.5.1. Contractor’s Warranty Letter

4.3.5.2. Equipment operations and maintenance manual

4.3.5.3. Asbestos Abatement Test Results and Certification

4.3.5.4. Checklists

4.3.6. One printed Operation and Maintenance (O&M) manual in 3-ring binder

4.3.7. The Contractor shall provide a letter of non-retention for all contract documents, plans, drawings, and specifications after the destruction of all copies that are not required by the Contractor to meet legal requirements.

4.3.8. HJB Form 953 if required

5. DRAWINGS , SPECIFICATIONS & CODES:

5.1. Drawings

5.1.1. The drawings outlined below are attached:

Drawing Number

Sheet Number

Title Rev Number

Date

Attachment #1 – Lead Paint Ceiling Attachment #2 – Mold infested insulation duct Attachment #3 – Efflorescence on Wall Attachment #4 – Holes in Wall Attachment #5 – Flooring Area Attachment #6 – Abatement Area

5.1.2. Dimensions and utility locations are approximate and must be verified in the field.

5.2. Specifications

5.2.1. New Carpet shall be or Equivalent:

• Manufacturer: “Patcraft” or Equivalent

• Product: Homeroom V3 Modular, I0353

• Construction: Level Loop

• Fiber: Solution Q Extreme® Nylon

• Dye Method: 100% Solution Dyed

• Backing: EcoWorx Tile

• Protective Treatment: n/a

• Size: 24" x 24"

• Gauge: 1/8

• Stitches: 7.8

• Finished Pile Thickness: 0.107

• Average Density: 7402

• Total Thickness: 0.251

• Tufted Weight: 22.0 oz

• Pill Test CPSC FF 1 70: Pass

• Radiant Panel ASTM E648: Class I

• NBS smoke ASTM E662 NF: <450

• Static AATCC 134: <3.5 kv

• Coefficient of Friction: 0.6 (Meets ADA requirements)

5.2.1.1. Carpet shall be designed for direct glue-down application. Adhesive shall be Green Label Plus certified. Alternative installation applications require approval by the Contracting Officer and may not be authorized.

5.2.1.2. Waste shall be returned to the Manufacturer for recycling. Scraps shall be set aside and returned to manufacturer for recycling into new product. Remove non-retained scraps from site and recycle appropriately. Use of a local CARE recycler may be authorized with the approval of the Public Works Environmental Division.

5.2.1.3. Adhesives and concrete primers shall comply with applicable regulations regarding toxic and hazardous materials. Provide water resistant, mildew resistant, nonflammable, and non-staining adhesives and concrete primers for carpet installation as required by the carpet manufacturer. Provide adhesives flashpoint of minimum 60 degrees C 140 degrees F in accordance with ASTM D3278.

5.2.1.4. Adhesive shall be Green Label plus certified. Contractor shall ensure concrete primer meets low emissions requirement at ASHRAE 189.1-2014 Section 8.4.2.

5.2.1.5. Carpet shall be installed to Carpet and Rug Institute (CRI) 104 and Manufacturer’s guidelines.

5.2.1.6. Carpet shall have a CRI Texture Appearance Retention Rating (TARR) of 3.5 or greater (severe).

5.2.2. New Cove base shall be:

• Of rubber construction with toe at 6 inches in height. Color to be submitted for approval.

• Commercial grade construction, rubber manufactured to meet the performance and dimensional requirements of ASTM F-1861, Type TV and TP, Group 1 (solid), Style A and B, Standard Specification for Resilient Wall Base.

• 1/8' (3.2mm) thickness

• Hardness:ASTMD2240 Rubber

• When tested to the methods, as described, in ASTM F-1861, Rubber wall base meets or exceeds the performance requirements for resistance to heat/light aging, chemicals, and dimensional stability

• Very flexible, it won't crack, break, or show any signs of fatigue when bent around a 1/4' (6.4 mm) diameter cylinder.

• Chemical resistance (ASTM F 925): Passes - 5% acetic acid, 70% isopropyl alcohol, mineral oil, 5% sodium hydroxide solution, 5% hydrochloric acid solution, 5% sulfuric acid solution, 5% household ammonia solution, and 5.25% household bleach solution

• Resistance to light (ASTM F 1515): Delta E< 8

• Fire Resistance: ASTM E 84/NFPA 255 (Flame/Smoke) ' Class A, < 450 ASTM E 648 (NFPA 253): Critical Radiant Flux - Class I

• Tiles shall be compliant with CA Section 01350 for classroom and office spaces per

ASHRAE 189.1.

5.2.2.1 Adhesives shall meet the requirements set forth in the SCAQMD Rule 1168.

5.2.2.2. All packaging and waste materials shall be recycled

5.3. Codes

5.3.1.1. Applicable Unified Facilities Criteria (UFC)

5.3.1.2. UFC 1-200-01: General Building Requirements

5.3.1.3. UFC 1-200-02: High Performance and Sustainable Building Requirements

5.3.1.4. ASA IE&E SDD policy

5.3.1.5. UFC 1-201-01 Non-Permanent DOD Facilities in Support of Military Operations

5.3.1.6. EM 385-1-1

(http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx)

5.3.1.7. National Electrical Code, NFPA 70

5.3.1.8. National Fire Protection Association (NFPA) Codes

5.3.1.9. Telecommunication Industry Association/Electrical Industry Association Wiring Standards

(Building Telecommunication Wiring Standards)

5.3.1.10. Army Installation Information Infrastructure Architecture Policy (I3A)

5.3.1.11. JBLM Design Standard specifications (https://www.lewis-mcchord.army.mil/designstandards/index1.htm)

5.3.1.12. JBLM 420-1

5.3.1.13. JBLM Master Plan, which includes Architectural Appearance Standards

5.3.1.14. PWE-707, Standard Operating Procedure for Construction and Demolition (C&D) Waste

Planning and Reporting (Available through Government Project Manager)

5.3.1.15. National Pollutant Discharge Elimination System (NPDES) small Municipal Separate Storm

Sewer Systems (MS4) Permit No. WAS-026638. Use guidance documents found at https://home.army.mil/lewis-mcchord/index.php/my-Joint-Base-Lewis-Mcchord/all-services/public_works-environmental_division/stormwater.

5.3.1.16. PWE-020 Ozone Depleting Chemical (ODC) and Non-Exempt Substitute Management Plan

5.3.1.17. Washington Administrative Code (WAC) 173-340 Model Toxics Control Act-Cleanup

6. SAFETY:

6.1 In addition to the detailed requirements included in the provisions of this contract, comply with USACE EM 385-1-1, and all Federal, state, and local, laws, ordinances, criteria, rules, and regulations. Submit matters of interpretation of standards to the appropriate administrative agency for http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx https://www.lewis-mcchord.army.mil/designstandards/index1.htm https://www.lewis-mcchord.army.mil/designstandards/index1.htm https://home.army.mil/lewis-mcchord/index.php/my-Joint-Base-Lewis-Mcchord/all-services/public_works-environmental_division/stormwater https://home.army.mil/lewis-mcchord/index.php/my-Joint-Base-Lewis-Mcchord/all-services/public_works-environmental_division/stormwater resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern.

6.2 Activity Hazard Analysis (AHA):

6.2.1 The AHA format shall be in accordance with USACE EM 385-1-1. Submit the AHA for review at least 14 calendar days prior to the start of a project; an accepted AHA is required to start onsite work. Format subsequent AHA’s as amendments to the APP. The analysis should be used during daily inspections to ensure the implementation and effectiveness of the activity's safety and health controls.

6.2.2 The AHA list will be reviewed periodically (at least monthly) and updated as necessary when procedures, scheduling, or hazards change.

6.2.3 Develop the activity hazard analyses using the project schedule as the basis for the activities performed. Any activities listed on the project schedule will require an AHA. The AHA will be developed by the Contractor, supplier, or subcontractor and provided to the prime Contractor for submittal to the KO or their representative.

6.3 SAFETY LOCKOUT/TAGOUT PROCEDURES:

6.3.1 Contractor shall ensure that each employee is familiar with and complies with these procedures and 29 CFR 1910.147.

6.3.2 No person, regardless of position or authority, shall operate any switch, valve, or equipment that has an official lockout/tagout tag attached to it, nor shall such tag be removed except as provided in this section.

6.3.3 No person shall work on any equipment that requires a lockout/tagout tag unless he/she, his or her immediate supervisor, project leader, or a subordinate has in his/her possession the stubs of the required lockout/tagout tags.

6.3.4 When work is to be performed on electrical circuits, only qualified personnel shall perform work on electrical circuits.

6.3.5 A supervisor who is required to enter an area protected by a lockout/tagout tag will be considered a member of the protected group provided they notify the holder of the tag stub each time they enter and depart from the protected area.

6.3.6 Identification markings on building light and power distribution circuits shall not be relied on for established safe work conditions.

6.3.7 Before clearance will be given on any equipment other than electrical (generally referred to as mechanical apparatus), the apparatus, valves, or systems shall be secured in a passive condition with the appropriate vents, pins, and locks.

6.3.8 Pressurized or vacuum systems shall be vented to relieve differential pressure completely.

6.3.9 Vent valves shall be tagged open during the course of the work.

6.3.10 Where dangerous gas or fluid systems are involved, or in areas where the environment may be oxygen deficient, system or areas shall be purged, ventilated, or otherwise made safe prior to entry.

6.3.11 Tag Placement. Lockout/tagout tags shall be completed in accordance with the regulations printed on the back thereof and attached to any device which, if operated, could cause an unsafe condition to exist.

6.3.12 If more than one group is to work on any circuit or equipment, the employee in charge of each group shall have a separate set of lockout/tagout tags completed and properly attached.

6.3.13 When it is required that certain equipment be tagged, the Government will review the characteristics of the various systems involved that affect the safety of the operations and the work to be done; take the necessary actions, including voltage and pressure checks, grounding, and venting, to make the system and equipment safe to work on; and apply such lockout/tagout tags to those switches, valves, vents, or other mechanical devices needed to preserve the safety provided. This operation is referred to as "Providing Safety Clearance."

6.3.14 Tag Removal. When any individual or group has completed its part of the work and is clear of the circuits or equipment, the supervisor, project leader, or individual for whom the equipment was tagged shall turn in their signed lockout/tagout tag stub to the KO or their representative. That group or individual's lockout/tagout tags on equipment may then be removed on authorization by the KO.

7. CONTRACTOR QUALITY CONTROL (CQC) DAILY REPORTS:

7.1. Maintain current daily records providing factual evidence that required quality control activities and/or tests have been performed. Contractor shall use the Government provided daily inspection form. Daily inspection forms shall start at first day of NTP and continue until the project is 100% complete. Indicate a description of trades working on the project, the number of personnel working and hours worked, weather conditions encountered, equipment on site and hours used, and any delays encountered. Cover both conforming and deficient features and include a statement that equipment and materials incorporated in the work and workmanship comply with the contract.

Additionally, annotate job safety evaluations/observations and their results, and any instructions given/received and any conflicts in plans and/or specifications. Furnish the electronic copy of the report to the Government daily within 24 hours after the date covered by the report. Reports need to be submitted for days on which no work is performed. As a minimum, prepare and submit one report for every 7 days of no work and on the last day of a no work period. All calendar days must be accounted for throughout the life of the contract. The first report following a day of no work will be for that day only. Reports must be signed and dated by the CQC Manager or Site Superintendent.

8. CONTRACTOR PERSONNEL AND SUB-CONTRACTOR QUALIFICATIONS:

8.1. The Government will not exercise any supervision or control over Contractor or subcontractor employees performing work under this contract. Such employees shall be accountable solely to the Contractor, not the Government. The Contractor, in turn, shall be accountable to the Government for all Contractor employees.

8.2. The Contractor shall take appropriate personnel action, as required, in the event any employee becomes involved with civilian or local authorities because of misconduct. The Contractor’s employees are subject to the same general rules of conduct while on the Government installation that apply to Government civilian employees.

8.3. The Government reserves the right to refuse access to Government installation grounds to any Contractor employee if the KO determines it to be in the best interest of the Government.

8.4. The Contractor shall not allow any employee to perform work under the contract while under the influence of alcohol, drugs, or any other incapacitating agent.

8.5. The Contractor shall provide a Site Superintendent at the work site during any construction and shall be the main point of contact for the Government QA. The Site Superintendent shall not be delegated to a subcontractor. If the Site Superintendent is responsible for multiple projects, they need not be at the project site at all times as long as they visit the project site at least once per work day and are available on-site within four hours if needed. [PM to decide if they want the super (in addition to the CQC) to always be on the work site].

8.6. The Contractor shall provide a Site Safety and Health Officer (SSHO) as required in the EM385-1-1.

The Contractor SSHO may be assigned other duties in addition to the duties required as SSHO. The SSHO may not be delegated to subcontractor.

8.6.1. Provide and designate an individual as the Site Safety and Health Officer (SSHO). Provide a site SSHO at the work site at all times to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor. The Contractor Quality Control (CQC) person can be the SSHO on this contract. Meet the following requirements within the SSHO (Level 3):

8.6.1.1. A minimum of 5 years safety work on similar projects.

8.6.1.2. 30-hour OSHA construction safety class or equivalent within the last 5 years.

8.6.1.3. An average of at least 24 hours of formal safety training each year for the past 5 years.

8.6.1.4. Competent person training as needed.

8.6.2. Construction Safety Hazard Awareness Training: In addition to the above experience, education, and training requirements, the SSHO must have completed the course entitled "Construction Safety Hazard Awareness Training for Contractors". If the SSHO does not have a current certification, they must obtain the course certification within sixty (60) calendar days from award.

8.6.3. SSHO Duties (to include but not limited to):

8.6.3.1. Conduct daily safety and health inspections and maintain a written log which includes area/operation inspected, date of inspection, identified hazards, recommended corrective actions, estimated and actual dates of corrections. Attach safety inspection logs to the Contractors' daily quality control report.

8.6.3.2. Conduct mishap investigations and complete required reports. Maintain the OSHA Form 300 and Daily Production reports for prime and subcontractors.

8.6.3.3. Maintain applicable safety reference material on the job site to include required equipment inspections.

8.6.3.4. Attend the preconstruction conference, pre-work meetings including preparatory inspection meeting, and periodic in-progress meetings.

8.6.3.5. Implement and enforce accepted APP and AHA.

8.6.3.6. Maintain a safety and health deficiency tracking system that monitors outstanding deficiencies until resolution. Post a list of unresolved safety and health deficiencies on the safety bulletin board.

8.6.3.7. Ensure subcontractor compliance with safety and health requirements.

8.7. The Contractor shall provide a Construction Quality Control (CQC) System Manager. The CQC System Manager may be assigned other duties in addition to the duties required as CQC System Manager. CQC System Manager may also be the SSHO, Project Manager, or Lead Trades person.

The CQC and Site Superintendent may not be the same person. The CQC may not be delegated to subcontractor. The Contractor shall also provide an alternate CQC System Manager. The alternate CQC System Manager may not be delegated to the subcontractor. The requirements for the alternate are the same as the CQC System Manager.

8.7.1. The CQC is required to possess specialized skills to assure the required work is being performed properly. The Contractor's CQC staff must maintain a presence at the job site at all times during progress of the work and have complete authority and responsibility to take any action necessary to ensure contract compliance.

8.7.2. The CQC System Manager must be a graduate engineer, graduate architect, or a graduate of construction management, with a minimum of 5 years construction experience on construction similar to this contract or a construction person with a minimum of 10 years in related work.

8.7.3. As required, the Contractor shall provide as part of the CQC organization specialized personnel to assist the CQC System Manager for the following areas: electrical, mechanical, civil, structural, environmental, and architectural. These individuals may perform other duties simultaneously but must be allowed sufficient time to perform their assigned quality control duties as described in the Quality Control Plan. A single person may cover more than one area provided that they are qualified to perform QC activities in each designated area.

9. QUALITY CONTROL REQUIREMENTS:

9.1. Quality Control Plan: Include as a minimum, the following to cover all construction operations, both onsite and offsite, including work by subcontractors, fabricators, suppliers, and purchasing agents and consultants:

9.1.1. A description of the quality control organization, including a chart showing lines of authority and acknowledgment that the CQC staff will implement the three phase control system for all aspects of the work specified. Include a CQC System Manager who reports to the project superintendent.

9.1.2. The name, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a CQC function.

9.1.3. A copy of the letter to the CQC System Manager signed by an authorized official of the firm that describes the responsibilities and delegates sufficient authorities to adequately perform the functions of the CQC System Manager, including authority to stop work that is not in compliance with the contract. Letters of direction to all other various quality control representatives outlining duties, authorities, and responsibilities will be issued by the CQC System Manager. Copies of these letters shall be furnished to the Government.

9.1.4. Procedures for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, offsite fabricators, suppliers, and purchasing agents, and consultants.

9.1.5. Control, verification, and acceptance testing procedures for each specific test to include the test name, specification paragraph requiring test, feature of work to be tested, test frequency, and person responsible for each test. (Laboratory facilities approved by the KO shall be used.

9.1.6. Procedures for tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests…