36C78618Q0377-003.pdf

Project Number 876-NRM18-14

2018 SERVICE BUILDING RENOVATIONS

at the

Salisbury National Cemetery (Historic Site)

Technical Specifications

TECHNICAL SPECIFICATION

TABLE OF CONTENTS

April 6, 2018

SECTIONS:

01 00 02 General Requirements 01 33 23 Shop Drawings, Product Data, and Samples 01 35 26 Safety Requirements 01 42 19 Reference Standards 02 41 10 Select Demolition 04 02 00 Historic Stucco Maintenance & Repair 07 71 23 Gutters and Downspouts 07 92 22 Joint Sealants – Electrical Work 08 33 24 Overhead Roll-Up Doors 08 51 03 Historic Treatment of Wood Windows 09 91 05 Painting of Exterior Wood 22 05 11 Common Work Results for Plumbing 22 33 13 Electric Tankless Water Heater 23 05 11 HVAC Improvements 23 82 39 Electric Unit Heaters 26 05 11 Requirements for Electrical Installations 26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 56 10 LED Exterior Lighting & Controls

DRAWINGS:

876-NRM18-14-001 Site Plan / Project Location 876-NRM18-14-002 Demolition Plan 876-NRM18-14-003 Exterior Renovation – East View 876-NRM18-14-004 Exterior Renovation – West View 876-NRM18-14-005 Exterior Renovation – North View 876-NRM18-14-006 Interior Electro Mechanical Improvements

3-30-18

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SECTION 01 00 02

GENERAL REQUIREMENTS

1.1 STATEMENT OF BID ITEM(S)

A. Contractor shall provide all labor, tools, materials, equipment, services, submittals, supervision, approvals, and related work to make noted Service Building renovations and repairs for the “2018 Service Building Renovations” (NRM) Project located at the Salisbury National Cemetery on the south side of South Railroad Street along Government Drive. The work includes twelve (12) generally different Projects identified as follows:

1. “Select Demolition”: this work is for the removal and disposal of item shown on the “Demolition Plan” drawing to include the removal of the of existing exterior wood siding, metal doors and frames of the shed addition located on the southeast corner of the service building and the removal of the metal box and conduit located on the west side of the building. All work shall be in conformance with Division 1 – “General Requirements” and Section 02 41 10 “Select Demolition”.

2. “Gutter Replacement & Repair”: this work is for the repair, fabrication, and replacement of the existing building roof gutter and downspouts located on all sides of the original Service Building. The work includes replacing gutters and downspouts, changing direction of gutter, fabrication and installation of roof collection box, providing new fasteners and securing for a complete working system as shown on the Drawings. All work shall be in conformance with Division 1 – “General Requirements” and Section 07 71 23 “Gutters and Downspouts”.

3. “Painting of Exterior Wood”: this work is for the restoration of wood trim on all sides and all sections of the Service Building. Work includes scraping and chipping of painted wood surfaces, providing two coats of primer, and two coats of paint to match the existing wood trim around building, windows, and garage door openings. All work shall be in conformance with Division 1 – “General Requirements” and Section 09 91 00 “Painting of Exterior Wood”.

4. “Garage Door Replacement”: this work is for replacement of garage door’s “A” & “B” as shown on Drawings. Work will include the removal and replacement of existing doors with an aluminum “overhead roll-up door” that is similar to the existing bay door located on the north end building addition. All work shall be in conformance with Division 1 – “General Requirements” and Section 08 33 24 “Overhead Roll-up Doors”.

5. “Exterior Stucco Maintenance and Repair”: this work is for the cleaning and repair including finish painting of all existing and new stucco surfaces on all sides of the Service Building. Work will include cleaning, crack repairs, stucco repair work, and painting of new and existing stucco surfaces. All work shall be in conformance with Division 1 – “General Requirements” and Section 04 02 00 “Historic Stucco Maintenance & Repair”.

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6. “Window Replacement”: this work is for the complete replacement of existing Windows No. 1, No. 2, and No.3 at locations shown on the Drawings. Work will include the removal and replacement of wood sill and frame. Provide and install windows to match existing window on north end building addition. All work shall be in conformance with Division 1 – “General Requirements”, Division 8 – “Doors and Windows” and Division 9 – “Finishes”.

7. “Window Restoration”: this work is for the complete restoration of Windows No. 4, No. 5, No. 6, and No.7 at locations shown on the Drawings. Work will include the removal of broken windows and loose putty, replacement of window glass, glazing, repainting all wood surfaces, and providing new hardware. All work shall be in conformance with Division 1 – “General Requirements” and Section 08 51 03 “Historic Treatment of Wood Windows”.

8. “Exterior Security Lighting Improvements”: The miscellaneous improvements required for the west side of the service building include the removal of the existing flood light over the garage door and furnishing and installing a LED wall pack fixture centered above garage door “A” and just below the roof gutter. The miscellaneous improvements required for the east side of the service building include the removal of the existing flood light above the porch roof and furnishing and installing a LED wall pack fixture centered over the porch roof just below the roof gutter. All work shall be in conformance with Division 1 – “General Requirements” and Section 26 56 20 “LED Exterior Lighting & Controls”.

9. “HVAC Improvements”: this work is for the removal, disposal, and replacement of the existing heat pump located on the outside northwest corner of the building and replacement of the air handling unit located in the attic of the new addition. Work will include the removal, disposal, and replacement of the units along with submittals, start-up services, and providing O&M manuals. All work shall be in conformance with Division 1 – “General Requirements” and Section 23 05 11 “HVAC Improvements”.

10. “Eye-Wash Station Improvements”: this work is for furnishing and installing an Electric Tankless Water Heater improvements at the existing eye-wash station located on the east end of the service bay in the building addition. Work will include submittals, mounting, plumbing connections, wiring to nearby electric panel, providing adequate size breaker, Start-Up, and providing O&M manual. All work shall be in conformance with Division 1 – “General Requirements” and Section 22 33 13 “Electric Tankless Water Heaters”.

11. “Space Heating Improvements”: this work is for the replacement of two

(2) non-working heaters located in the older portion of the Service Building. This includes the wall unit located in the restroom and the overhead heating unit located in the maintenance shop. Work will include removing, disposing, submittals, furnishing, installing, providing new conduit and breaker in the electrical panel. All work shall be in conformance with Division 1 – “General Requirements” and Section 23 82 39 “Electric Unit Heaters”.

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12. “Lighting Controls Improvements”: this work is for replacing the existing light timer switch located just west of the original electric panel in the maintenance shop. Work includes the removal, disposal, submittals, furnishing, installing the unit, start-up, and providing O&M manual. All work shall be in conformance with Division 1 – “General Requirements” and section 26 56 20 “LED Exterior Lighting & Controls”.

1.2 GENERAL PROJECT REQUIREMENTS

A. The Contractor shall comply with the following General Project Requirements:

1. CONTRACTOR SHALL READ AND COMPLY WITH ALL CONDITIONS OF THIS CONTRACT

INCLUDING THE TECHNICAL SPECIFICATION AS IT RELATES TO ALL

REQUIREMENTS, PRODUCTS & MATERIALS, SUBMITTALS, TESTING, AND

EXECUTION.

2. CONTRACTOR SHALL HAVE HARD COPIES OF ALL CONTRACT DOCUMENTS, DRAWINGS,

TECHNICAL SPECIFICATIONS, AND ALL PERMIT APPROVALS AT THE PROJECT SITE

AT ALL TIME.

3. CONTRACTOR SHALL NOT BEGIN ANY EXCAVATION UNTIL ALL THE APPROPRIATE

UNDERGROUND UTILITES HAVE BEEN LOCATED AND MARKED IN THE FIELD.

4. CONTRACTOR SHALL MINIMIZE THE NEED FOR RESTORATION TO THE LAWNS,

PAVEMENT, OR OTHER FEATURE ALONG THE PATH OF THE WORK.

5. CONTRACTOR SHALL CONDUCT WORK WITH THE SPECIAL CARE, REVERENCE,

DIGNITY, AND RESPECT THAT ACKNOWLEDGE THE CEMETERY AS THE FINAL RESTING

PLACE THAT COMMEMORATES THE SERVICE AND SACRIFICE THAT SERVICE MEMBERS,

VETERANS AND THEIR FAMILIES MADE FOR OUR NATION.

6. CONTRACTOR SHALL KEEP THE PROJECT WORK SITE CLEAN AND TIGHTY AT ALL

TIME. AT THE END OF EACH WORK DAY, ALL MATERIAL AND EQUIPMENT SHALL BE

STORED IN A DESIGNATED PLACE PER THE CEMETARY DIRECTOR.

1.3 SPECIFIC WORK ITEMS INCLUDED

The Contractor will be required to perform the following basic tasks as part of his work for this Project:

A. Contractor shall furnish all tools, labor, materials, equipment, services, and related service to perform work described within the Drawings, Contract, Statement of Work, and Technical Specifications.

B. Contractor shall obtain the services and pay for private locator to locate all underground utilities within the project area. There shall be no demolition or excavation until all utilities have been located and marked in the field.

C. Contractor shall secure, install, and comply with all permit requirements for Soil Erosion & Sediment Control prior to conducting any work.

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D. Contractor shall make proper notification to the COR on Demolition work.

Contractor shall adhere to the “Demolition Plan”.

E. Contractor shall provide all traffic control to perform work. Traffic Control measures shall be in conformance with local and state DOT Standards and Specifications.

F. Contractor shall remove and properly dispose off-site all excess or unsuitable materials from the Demolition and Construction activities.

G. Contractor shall install 6-inch schedule 80 PVC Solid Pipe from the existing down spouts located along the west side of the Service Building to the proposed catch basins as shown on Drawing 803-NRM18-10-004.

H. Contractor shall cut concrete trench and install 6-inch PVC pipe from relocated downspout to grass surface in front of garage door “B” as shown on Drawing 876-NRM18-14-003. Work is part of “Gutter Replacement & Repair”.

I. Contractor shall provide and install downspout extension away from the building in the southeast corner of the Service Building as shown on Drawing 876-NRM18-14-005. Work is part of “Gutter Replacement & Repair”.

J. Contractor shall remove and replace existing line sets between the Air Handling Unit and the Heat Pump as part of the “HVAC Improvements” work.

K. Contractor shall remove and replace existing HVAC thermostat with seven day programable thermostat that is compatible with the HVAC equipment as part of the “HVAC Improvements” work.

1.4 DRAWINGS

A. The following Drawings are made part of this Contract:

1. 876-NRM18-14-001 Site Plan / Project Location

2. 876-NRM18-14-002 Demolition Plan

3. 876-NRM18-14-003 Exterior Renovation – East View

4. 876-NRM18-14-004 Exterior Renovation – West View

5. 876-NRM18-14-005 Exterior Renovation – North View

6. 876-NRM18-14-006 Interior Electro Mechanical Improvements

1.5 SITE VISIT

A. Bidders may inspect the site, investigate by observation, and Request

Information via (RFI) and responses through the Contracting Office to satisfy their understanding of the work to be done, all general, local and technical conditions that may affect the cost and the feasibility of their proposal.

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B. In no event, shall failure of the Bidder to inspect the site constitute grounds for a claim after Award. Bidders planning to conduct a site visit shall contact the Cemetery Director or Foreman to make arrangements at the following:

Government POC:

Salisbury National Cemetery

Steve Fezler, Cemetery Director

707-636-2661 x 103

Steve.Fezler@va.gov

District Engineer POC:

Ron Horton, P.E., Project Engineer / COR

North Atlantic District (NAD) Project Engineer

(215) 381-3787 (ext. 5799)

Ronald.Horton@va.gov

1.6 SAFETY REQUIREMENTS

A. Contractor foreman shall be onsite during all work activities and shall have completed OSHA 30-hour training. All other employees and sub-contractors shall have as a minimum, 10-hour OSHA training. Prior to commencing work, Contractor shall provide proof that an OSHA certified

“competent person” (CP) (29 CFR 1926.20(b)(2)) will maintain a presence at the work site whenever the general or subcontractors are present.

B. Contractor shall provide safeguards, including warning signs, barricades, temporary fences, warning lights, and related items that are required for protection of all personnel during demolition and removal operations.

C. Contractor shall ensure that all Fire and Safety Rules observed in performance of work: Wherever a cutting torch or other equipment that might cause a fire is used, the Contractor shall provide and maintain fire extinguishers nearby ready for immediate use. Contractor shall instruct all possible users in use of fire extinguishers.

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1.7 PERFORMANCE DETAILS

A. Contractor shall complete all work within 90 calendar days after receipt of Notice to Proceed, subject to all terms, conditions, provisions and schedules of the contract. No cost time extension will be considered for cold weather delays as requested by the Contractor.

B. Work Hours: Work may be performed between the normal hours of 8:00 a.m.

and 4:30 p.m., Monday through Friday. The following conditions also may applicable:

1. At the Contractor’s request; with prior coordination with the Cemetery

Director and with the written permission of the COR; work will also be permitted to be scheduled for weekends and/or Holidays, only in the following situations:

2. In emergency situations caused by the Contractor, or when severe adverse weather prohibits work during the week, the Contractor shall arrange to work on weekends and/or holidays to meet the contract performance period.

3. The Government will not compensate the Contractor for any alternate work schedules needed to complete all contract work within the contract performance period.

4. No work will be permitted during Memorial Day or Veteran’s Day weekend activities or during any other Federal Holidays.

5. No work will be performed at the immediate site of a scheduled interment or ceremony.

6. Notwithstanding, if any work under this contract is required outside of the VA's normal working hours (8:00 a.m. to 4:30 p.m. Monday through

Friday excluding holidays), the Contractor shall coordinate with the

Cemetery Director and COR and request a deviation in writing to the

COR at least 72 hours in advance.

C. When working on a Government site, the Contractor shall coordinate with the Cemetery Director daily, before start of work, the daily work schedule to ensure that no work is being performed at the immediate site of a scheduled interment or ceremony. The Contractor shall note the following:

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1. Burial activities at a National Cemetery shall take precedence over

Contractor activities. Cemetery interment services cannot be disturbed at any time.

2. To cause the least possible interference with cemetery activities, the

Contractor shall cease all work in areas where burials are taking place.

3. Contractor equipment and personnel are prohibited from passing through the procession or service area during the burial period.

D. The Contractor shall execute daily work in such a manner as to interfere as little as possible with work being done by others. Keep roads clear of materials, debris, equipment and vehicles at all times. Materials and equipment shall not be stored in other than assigned areas. At the end of each day the Contractor shall maintain all Contractor and Government property impacted by the Contractor’s performance of work in a high standard of quality and cleanliness required for a national shrine.

E. Contractor personnel are subject to the cemetery rules of conduct. The

Contractor is responsible for ensuring that no contract work causes any committal service, ceremony, procession or visitation to be delayed, altered, or otherwise impacted in such a way that the dignity, security, or safety of the event or visit is compromised.

F. Motor Vehicle Restrictions: Contractor, employees, and Sub-Contractors shall coordinate parking and access with the Cemetery Director.

1.8 OPERATIONS AND STORAGE AREAS

A. The Contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the

Cemetery Director or COR. The Contractor shall hold and save the

Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance. Contractor shall coordinate all work and obtain and pay for any required permits necessary for completion of this project.

B. The Contractor shall use only established roadways, or use temporary roadways constructed by the Contractor when and as authorized by the

Contracting Officer Representative. When materials are transported in prosecuting the work, vehicles shall not be loaded beyond the loading

01 00 02 -8 capacity recommended by the manufacturer of the vehicle or prescribed by any Federal, State, or local law or regulation. When it is necessary to cross curbs or sidewalks, the Contractor shall protect them from damage.

The Contractor shall repair or pay for the repair of any damaged utilities, curbs, sidewalks, roads, or any other site feature.

C. Construction Fence shall be required only when noted on construction drawings or as directed by the COR. Before construction operations begin, Contractor shall provide a chain link construction fence, seven feet minimum height, around the construction area when indicated on the drawings. Provide gates as required for access with necessary hardware, including hasps and padlocks. Fasten fence fabric to terminal posts with tension bands and to line posts and top and bottom rails with tie wires spaced at maximum 15 inches. Bottom of fences shall extend to one inch above grade. Remove the fence when directed by the COR.

D. No utility service such as water, gas, steam, sewers or electricity, or fire protection systems and communications systems may be interrupted without prior approval of the Cemetery Director and COR. Electrical work shall be accomplished with all affected circuits or equipment de-energized. When an electrical outage cannot be accomplished, work on any energized circuits or equipment shall not commence without a detailed work plan, and the Cemetery Director’s prior knowledge and written approval.

E. Contractor shall submit a request to interrupt any such utility services to the COR, in writing, 7 days in advance of proposed interruption.

Request shall state reason, date, exact time of, and approximate duration of such interruption.

F. Contractor will be advised (in writing) of approval of request, or of which other date and/or time such interruption will cause least inconvenience to operations of Cemetery. Interruption time approved by

Cemetery may not occur at other than Contractor's normal working hours.

G. Major interruptions of any other system must be requested, in writing, at least 15 calendar days prior to the desired time and shall be performed as directed by the COR.

H. Abandoned Lines: All service lines such as wires, cables, conduits, ducts, pipes and the like, and their hangers or supports, which are to be

01 00 02 -9 abandoned but are not required to be entirely removed, shall be sealed, capped or plugged at the main, branch or panel they originate from. The lines shall not be capped in finished areas, but shall be removed and sealed, capped or plugged in ceilings, within furred spaces, in unfinished areas, or within walls or partitions; so, that they are completely behind the finished surfaces.

I. The Contractor shall minimize interference of construction activities with flow of Cemetery traffic and comply with the following:

1. Keep roads, walks and entrances to grounds, to parking and to occupied areas of buildings clear of construction materials, debris and standing construction equipment and vehicles.

2. Method and scheduling of required cutting, altering and removal of existing roads, walks and entrances must be coordinated and approved by the Cemetery Director and the COR.

J. Coordination of Construction with Cemetery Director: The burial activities at a National Cemetery shall take precedence over construction activities. The Contractor shall cooperate and coordinate with the

Cemetery Director, through the COR, in arranging construction schedule to cause the least possible interference with cemetery activities in actual burial areas. Construction noise during the interment services shall not disturb the service. Trucks and workmen shall not pass through the service area during this period:

1. The Contractor is required to discontinue his work 24 hours in advance of Easter Sunday, Mother's Day, Father's Day, Memorial Day, Veteran's

Day and/or Federal holidays, to ensure that all areas of operation adjacent to existing burial plots are clean and immaculate before these dates.

2. Daily Cleaning shall include the removal of all equipment, tools, materials and debris and leaving the areas in a clean, safe, and neat condition.

K. The Contractor shall clean any Government property; including cemetery structures, headstones and monuments; that are soiled or stained because of Contractor's performance. The Contractor shall wash-down with water all soiled or stained structures, headstones and monuments at the end of

01 00 02 -10 each workday. Any such cleaning or washing shall be brought to the immediate attention of the COR prior to cleaning or washing. No hazardous chemicals shall be used at any time on Government property.

L. At the end of each work day, the Contractor shall remove all debris from the cemetery site resulting from the performance of the work. The

Contractor shall ensure at all times that rubbish and trash generated by the Contractor is kept clear of vehicular and pedestrian traffic throughout the site. The Government will not provide receptacle(s) for disposal of debris related to this contract. The Contractor will be permitted to place trash receptacle dumpsters in the COR approved staging area at the National Cemetery.

1.9 Contractor Personnel Standards of Behavior

(Work on a Government Installation)

A. Dignity Clause:

1. Every action by Contractor personnel at a national cemetery shall be performed with the special care, reverence, dignity, and respect that acknowledge the cemetery as the final resting place that commemorates the service and sacrifice that service members, Veterans and their families made for our Nation. Critically important is the awareness required of the Contractor employees of the remains buried in the grounds where the work is performed. The utmost care shall be given to these remains and the headstones and flat grave markers that mark those gravesites and memorialize the service of individuals.

2. Contractors shall not walk, stand, lean, sit or jump on headstones or markers. Nor shall they drive over them. Contractor personnel should use tools approved by the Contracting Officer Representative (COR), such as shovels, pry bars or pinch bars to lift flat markers out of the ground; pick axes are not an acceptable tool.

B. Smoking is prohibited inside any buildings at the cemetery. Possession of weapons is prohibited from any cemetery buildings and grounds. Enclosed containers, including tool kits, shall be subject to search. Violations of VA regulations may result in citation answerable in the United States (Federal) District Court, not a local district, state, or municipal court

C. Contractor personnel are required to adhere to the following standards of dress, conduct, supervision and training while performing work on a Government Installation. Any violations shall be subject to immediate enforcement action by the Contracting Officer if these standards are not met. Contractor is responsible for training and safety precautions prescribed by OSHA regarding safety equipment and devices. Contractor personnel shall:

(1) Be fully clothed at all times, to include upper garment to cover body from the waist to the neck and long pants or slacks. Garments, which have a message, slogan or printing

01 00 02 -11 of any kind other than the Contractor’s business attire, are prohibited. Uniforms are acceptable.

(2) Maintain a neat and professional appearance throughout its workforce, vehicles, equipment, and maintenance areas.

Uniforms are acceptable. If uniforms are used, they must be in unison among all employees.

(3) Not engage in loud or boisterous behavior, angry outbursts or use profane or abusive language at any time on Government premises. Playing radios and/or electronic games/devices shall only be done at lunchtime and in a designated break area. Due to the sensitive mission of the cemetery, Contractor employees shall come into daily contact with grieving individuals, therefore Contractor employees shall exercise and exhibit absolute decorum, courtesy, and respect while within the cemetery or at its perimeter or entrances.

Inquiries from cemetery visitors shall be politely referred to Government cemetery staff. Gratuities of any kind are strictly prohibited.

(4) Consume food and beverage only within areas designated by the cemetery director (or his/her designated representative). Intoxication, and violence or criminal acts of any kind shall not be tolerated and is cause for immediate removal from a Government Installation. Use or sale of intoxicating beverages and/or drugs is strictly prohibited and use of tobacco products is only allowed in specific areas designated by the Cemetery Director (or his/her designated representative).

(5) Only take breaks/rest periods, lunch breaks and bathrooms breaks in the Contractor Break Area, designated by the Cemetery Director (or his/her designated representative), not in the field. Misconduct shall form the basis for immediate contract enforcement action, to include immediate removal from the cemetery.

(6) The Contractor shall ensure that his/her employees (including Contractor Consultants, Sub-Contractors, etc.)

are aware of all the terms and conditions set forth in the contract regarding the “Dignity Clause”, their performance, and conduct while at the Cemetery.

1.10 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,

UTILITIES, AND IMPROVEMENTS

A. The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall only

01 00 02 -12 remove trees when specifically authorized to do so, and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workmen, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the Contracting Officer.

B. The Contractor shall protect from damage all existing improvements and utilities at or near the work site and on adjacent property, the locations of which are made known to or should be known by the Contractor. The

Contractor shall repair any damage to those utilities, facilities, or any site condition including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the

Contractor fails or refuses to repair the damage promptly, the Contracting

Officer Representative will have the necessary work performed and charge the cost to the Contractor or withhold from any payments.

1.11 RESTORATION

A. Remove, cut, alter, replace, patch and repair existing work as necessary to install new work. Except as otherwise shown or specified. The

Contractor shall do not cut, alter or remove any structural work, disturb any ducts, plumbing, steam, gas, or electric systems without approval of the COR. Existing work to be altered or extended and that is found to be defective in any way, shall be reported to the COR before it is disturbed.

Materials and workmanship used in restoring work, shall conform in type and quality to that of original existing construction, except as otherwise shown or specified in the Contract.

B. Upon completion of contract, deliver work complete and undamaged. Existing work (walls, ceilings, partitions, floors, mechanical and electrical work, lawns, paving, roads, walks, etc.) disturbed or removed as a result of performing required new work, shall be patched, repaired, reinstalled, or replaced with new work, and refinished and left in as good condition as existed before commencing work.

C. At Contractor's own expense, Contractor shall immediately restore to service and repair any damage caused by Contractor's workmen to existing piping and conduits, wires, cables, etc., of utility services or of fire

01 00 02 -13 protection systems and communications systems (including telephone) which are not scheduled for discontinuance or abandonment.

D. Expense of repairs to such utilities and systems not shown on drawings or locations of which are unknown will be covered by adjustment to contract time and price in accordance with clause entitled "CHANGES" (FAR 52.243-

4 and VAAR 852.236-88) and "DIFFERING SITE CONDITIONS" (FAR 52.236-2).

1.12 LAYOUT OF WORK

A. The Contractor shall lay out the work from Government established base lines and bench marks, when indicated on the drawings, and shall be responsible for all measurements in connection with the layout. The

Contractor shall furnish, at Contractor's own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work. The Contractor shall be responsible for executing the work to the lines and grades that may be established or indicated by the Drawings.

B. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the Contracting Officer until authorized to remove them. If such marks are destroyed by the Contractor or through Contractor's negligence before their removal is authorized, the Contracting Officer Representative may replace them and deduct the expense of the replacement from any future payment.

1.13 TEMPORARY TOILETS

A. When necessary, Contractor shall provide temporary sanitary toilet accommodations. Coordinate location with Cemetery Director. Keep such places clean and free from flies. Failure to maintain satisfactory condition of Temporary Toilets will deprive Contractor of the privilege to use such toilets.

1.14 AVAILABILITY AND USE OF UTILITY SERVICES

A. 120 outlets may be available and shall be coordinated with the Cemetery

Director or COR for use if necessary.

B. Water for Construction: Furnish temporary water service.

1. Contractor may obtain water at no cost by connecting to the Cemetery water distribution system. Provide reduced pressure backflow preventer at each connection as per code.

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2. Maintain connections, pipe, fittings and fixtures and conserve water-use so none is wasted. Failure to stop leakage or other wastes will be cause for revocation at COR’s discretion of use of water from

Cemetery's system.

1.15 DISPOSAL AND RETENTION

A. Materials and equipment accruing from work removed and from demolition of buildings or structures, or parts thereof, shall be disposed of as follows:

1. Reserved items which are to remain property of the Government are described as such in the scope of work above. Items that remain property of the Government shall be removed or dislodged from present locations in such a manner as to prevent damage which would be detrimental to re-installation and reuse. Store such items where directed by COR.

2. Items not reserved shall become property of the Contractor and be removed by Contractor from the Cemetery.

3. Items of portable equipment and furnishings located in rooms and spaces in which work is to be done under this contract shall remain the property of the Government. When rooms and spaces are vacated by the

Department of Veterans Affairs during the alteration period, such items which are NOT required by drawings and specifications to be either relocated or reused will be removed by the Government in advance of work to avoid interfering with Contractor's operation.

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01 33 23 - 1

SECTION 01 33 23

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

PART 1 – GENERAL

1.1 DESCRIPTION

A. This specification defines the general requirements and procedures for submittals. A submittal is information submitted for VA review to establish compliance with the contract documents.

B. Detailed submittal requirements are found in the technical sections of the contract specifications. The Contracting Officer Representative (COR) may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective technical specifications at no additional cost to the government.

C. VA approval of a submittal does not relieve the Contractor of the responsibility for any error which may exist. The Contractor is responsible for fully complying with all contract requirements and the satisfactory construction of all work, including the need to check, confirm, and coordinate the work of all subcontractors for the project.

Non-compliant material incorporated in the work will be removed and replaced at the Contractor’s expense.

1.2 DEFINITIONS

A. Preconstruction Submittals: Submittals which are required prior to issuing contract notice to proceed or starting construction. For example, Certificates of insurance; Surety bonds; Site-specific safety plan;

Construction progress schedule; Schedule of values; Submittal register;

List of proposed subcontractors.

B. Shop Drawings: Drawings, diagrams, and schedules specifically prepared to illustrate some portion of the work. Drawings prepared by or for the

Contractor to show how multiple systems and interdisciplinary work will be integrated and coordinated.

C. Product Data: Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions, and brochures, which describe and illustrate size, physical appearance, and other characteristics of materials, systems, or equipment for some portion of the work. Samples of warranty language when the contract requires extended product warranties.

D. Samples: Physical examples of materials, equipment, or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged. Color samples from the manufacturer's standard line (or custom color samples if

01 33 23 - 2 specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed to establish standards by which the ensuing work can be judged.

E. Design Data: Calculations, mix designs, analyses, or other data pertaining to a part of work.

F. Test Reports: Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work. Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

G. Certificates: Document required of Contractor, or of a manufacturer, supplier, installer, or subcontractor through Contractor. The purpose is to document procedures, acceptability of methods, or personnel qualifications for a portion of the work.

H. Manufacturer's Instructions: Pre-printed material describing installation of a product, system, or material, including special notices and MSDS concerning impedances, hazards, and safety precautions.

I. Manufacturer's Field Reports: Documentation of the testing and verification actions taken by manufacturer's representative at the job site on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must indicate whether the material, product, or system has passed or failed the test.

J. Operation and Maintenance Data: Manufacturer data that is required to operate, maintain, troubleshoot, and repair equipment, including manufacturer's help, parts list, and product line documentation. This data shall be incorporated in an operations and maintenance manual.

K. Closeout Submittals: Documentation necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a phase of construction on a multi-phase contract.

1.3 SUBMITTAL REGISTER

A. The submittal register will list items of equipment and materials for which submittals are required by the specifications. This list may not be all inclusive and additional submittals may be required by the specifications.

The Contractor is not relieved from supplying submittals required by the contract documents but which have been omitted from the submittal register.

B. The submittal register will serve as a scheduling document for submittals and will be used to control submittal actions throughout the contract period.

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C. The VA will provide the initial submittal register in electronic format.

Thereafter, the Contractor shall track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the VA.

D. The Contractor shall update the submittal register as submittal actions occur and maintain the submittal register at the project site until final acceptance of all work by Contracting Officer.

E. The Contractor shall submit formal monthly updates to the submittal register in electronic format. Each monthly update shall document actual submission and approval dates for each submittal.

1.4 SUBMITTAL SCHEDULING

A. Submittals are to be scheduled, submitted, reviewed, and approved prior to the acquisition of the material or equipment.

B. Coordinate scheduling, sequencing, preparing, and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow time for potential resubmittal.

C. No delay costs or time extensions will be allowed for time lost in late submittals or resubmittals.

D. All submittals are required to be approved prior to the start of the specified work activity.

1.5 SUBMITTAL PREPARATION

A. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

B. Collect required data for each specific material, product, unit of work, or system into a single submittal. Prominently mark choices, options, and portions applicable to the submittal. Partial submittals will not be accepted for expedition of construction effort. Submittal will be returned without review if incomplete.

C. If available product data is incomplete, provide Contractor-prepared documentation to supplement product data and satisfy submittal requirements.

D. All irrelevant or unnecessary data shall be removed from the submittal to facilitate accuracy and timely processing. Submittals that contain the excessive amount of irrelevant or unnecessary data will be returned with review.

E. Provide a transmittal form for each submittal with the following information:

1. Project title, location and number.

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2. Construction contract number.

3. Date of the drawings and revisions.

4. Name, address, and telephone number of subcontractor, supplier, manufacturer, and any other subcontractor associated with the submittal.

5. List paragraph number of the specification section and sheet number of the contract drawings by which the submittal is required.

6. When a resubmission, add alphabetic suffix on submittal description.

For example, submittal 18 would become 18A, to indicate resubmission.

7. Product identification and location in project.

F. The Contractor is responsible for reviewing and certifying that all submittals are in compliance with contract requirements before submitting for VA review. Proposed deviations from the contract requirements are to be clearly identified. All deviations submitted must include a side by side comparison of item being proposed against item specified. Failure to point out deviations will result in the VA requiring removal and replacement of such work at the Contractor's expense.

G. Stamp, sign, and date each submittal transmittal form indicating action taken. Stamp used by the Contractor on the submittal transmittal form to certify that the submittal meets contract requirements is to be similar to the following:

| CONTRACTOR |

| (Firm Name) |

| Approved |

| Approved with corrections as noted on submittal data and/or |

| attached sheets(s) |

| SIGNATURE: |

| TITLE: |

| DATE: |

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1.6 SUBMITTAL FORMAT AND TRANSMISSION

A. Provide submittals in electronic format, with the exception of material samples. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer.

B. Compile the electronic submittal file as a single, complete document. Name the electronic submittal file specifically according to its contents.

C. Electronic files must be of sufficient quality that all information is legible. Generate PDF files from original documents so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical Character Resolution (OCR) routines are required.

D. E-mail electronic submittal documents smaller than 5MB in size to e-mail addresses as directed by the COR.

E. Provide electronic documents over 5MB through an electronic FTP file sharing system. Confirm that the electronic FTP file sharing system can be accessed from the VA computer network. The Contractor is responsible for setting up, providing, and maintaining the electronic FTP file sharing system for the construction contract period of performance.

F. Provide hard copies of submittals when requested by the Contracting

Officer. Up to 3 additional hard copies of any submittal may be requested at the discretion of the COR, at no additional cost to the VA.

1.7 SAMPLES

A. Submit two sets of physical samples showing range of variation, for each required item.

B. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified.

C. When color, texture, or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

D. Before submitting samples, the Contractor is to ensure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

E. The VA reserves the right to disapprove any material or equipment which previously has proven unsatisfactory in service.

F. Physical samples supplied maybe requested back for use in the project after reviewed and approved.

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1.8 OPERATION AND MAINTENANCE DATA

A. Submit data specified for a given item within 30 calendar days after the item is delivered to the contract site.

B. In the event the Contractor fails to deliver O&M Data within the time limits specified, the Contracting Officer may withhold from progress payments 50 percent of the price of the item with which such O&M Data are applicable.

1.9 TEST REPORTS

A. The COR may require specific test after work has been installed or completed which could require contractor to repair test area at no additional cost to contract.

1.10 VA REVIEW OF SUBMITTALS AND RFI’S

A. The VA will review all submittals for compliance with the technical requirements of the contract documents. The COR for this project will review all submittals and determining contractual compliance.

B. Period of review for submittals begins when the COR receives submittal from the Contractor.

C. Period of review for each resubmittal is the same as for initial submittal.

D. VA review period is 15 working days for submittals.

E. VA review period is 10 working days for RFIs.

F. The VA will return submittals to the Contractor with the following notations:

1. "Approved": authorizes the Contractor to proceed with the work covered.

2. "Approved as noted": authorizes the Contractor to proceed with the work covered provided the Contractor incorporates the noted comments and makes the noted corrections.

3. "Disapproved, revise and resubmit": indicates noncompliance with the contract requirements or that submittal is incomplete. Resubmit with appropriate changes and corrections. No work shall proceed for this item until resubmittal is approved.

4. "Not reviewed": indicates submittal does not have evidence of being reviewed and approved by Contractor or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals after taking appropriate action.

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1.11 APPROVED SUBMITTALS

A. The VA approval 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.

B. VA approval of a submittal does not relieve the Contractor of the responsibility for any error which may exist. The Contractor is responsible for fully complying with all contract requirements and the satisfactory construction of all work, including the need to check, confirm, and coordinate the work of all subcontractors for the project.

Non-compliant material incorporated in the work will be removed and replaced at the Contractor’s expense.

C. After submittals have been approved, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

D. Retain a copy of all approved submittals at project site, including approved samples.

1.12 WITHHOLDING OF PAYMENT

A. Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

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SECTION 01 35 26

SAFETY REQUIREMENTS – NON-ELECTRICAL

A. Latest publications listed below form part of this Article to extent referenced. Publications are referenced in text by basic designations only.

B. American Society of Safety Engineers (ASSE):

A10.1-2011...........Pre-Project & Pre-Task Safety and Health

Planning

A10.34-2012..........Protection of the Public on or Adjacent to

Construction Sites

A10.38-2013..........Basic Elements of an Employer’s Program to

Provide a Safe and Healthful Work Environment

American National Standard Construction and

Demolition Operations

C. American Society for Testing and Materials (ASTM):

E84-2013.............Surface Burning Characteristics of Building

Materials

D. The Facilities Guidelines Institute (FGI):

FGI Guidelines-2010..Guidelines for Design and Construction of

Healthcare Facilities

E. National Fire Protection Association (NFPA):

10-2013..............Standard for Portable Fire Extinguishers

30-2012..............Flammable and Combustible Liquids Code

51B-2014.............Standard for Fire Prevention During Welding, Cutting and Other Hot Work

70-2014..............National Electrical Code

70B-2013.............Recommended Practice for Electrical Equipment

Maintenance

70E-2015 ............Standard for Electrical Safety in the Workplace

99-2012..............Health Care Facilities Code

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241-2013.............Standard for Safeguarding Construction, Alteration, and Demolition Operations

F. The Joint Commission (TJC)

TJC Manual ..........Comprehensive Accreditation and Certification

Manual

G. U.S. Nuclear Regulatory Commission

10 CFR 20 ...........Standards for Protection Against Radiation

H. U.S. Occupational Safety and Health Administration (OSHA):

29 CFR 1904 .........Reporting and Recording Injuries & Illnesses

29 CFR 1910 .........Safety and Health Regulations for General

Industry

29 CFR 1926 .........Safety and Health Regulations for Construction

Industry

CPL 2-0.124..........Multi-Employer Citation Policy

I. VHA Directives

2017-7715............Safety and Health During Construction

2017-7714............Asbestos Management Program

2015-7705............Management of Hazardous Chemicals

2014-1028............Electric Power Distribution Systems

2005-007.............Fire Code Reviews of Delegated Construction

Projects

1.2 DEFINITIONS:

A. “Critical Lift”. A lift with the hoisted load exceeding 75% of the crane’s maximum capacity; lifts made out of the view of the operator (blind picks); lifts involving two or more cranes; personnel being hoisted; and special hazards such as lifts over occupied facilities, loads lifted close to power-lines, and lifts in high winds or where other adverse environmental conditions exist; and any lift which the crane operator believes is critical.

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B. OSHA “Competent Person” (CP). One who is capable of identifying existing and predictable hazards in the surroundings and working conditions which are unsanitary, hazardous or dangerous to employees, and who has the authorization to take prompt corrective measures to eliminate them (see 29

CFR 1926.32(f)).

C. "Qualified Person" means one who, by possession of a recognized degree, certificate, or professional standing, or who by extensive knowledge, training and experience, has successfully demonstrated his ability to solve or resolve problems relating to the subject matter, the work, or the project.

D. “High Visibility Accident”. Any mishap which may generate publicity or high visibility.

E. “Accident/Incident Criticality Categories”:

No impact – near miss incidents that should be investigated but are not required to be reported to the VA;

Minor incident/impact – incidents that require first aid or…