36C24818R0804-002.pdf

11-01-15 i

SECTION 01 00 00

GENERAL REQUIREMENTS

TABLE OF CONTENTS

1.1. SAFETY REQUIREMENTS

1.2. GENERAL INTENTION

1.3. STATEMENT OF BID ITEM(S)

1.4. SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

1.5. CONSTRUCTION SECURITY REQUIREMENTS

1.6. OPERATIONS AND STORAGE AREAS

1.7. ALTERATIONS

1.8. DISPOSAL AND RETENTION

1.9. PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS . 10

1.10. RESTORATION

1.11. PHYSICAL DATA

1.12. PROFESSIONAL SURVEYING SERVICES

1.13. LAYOUT OF WORK

1.14. AS-BUILT DRAWINGS

1.15. USE OF ROADWAYS

1.16. TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT

1.17 TEMPORARY TOILETS

1.18. AVAILABILITY AND USE OF UTILITY SERVICES

1.19 TESTS

1.20. INSTRUCTIONS

1.21. PHOTOGRAPHIC DOCUMENTATION

1.22. FINAL ELEVATION DIGITAL IMAGES

1.23. HISTORIC PRESERVATION

Provide New Canopy from Administration Building to Main Hospital Entrance

Project No.: 672-18-109

General Requirements

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SECTION 01 00 00

GENERAL REQUIREMENTS

1.1. SAFETY REQUIREMENTS

Refer to section 01 35 26, SAFETY REQUIREMENTS for safety and infection control requirements.

1.2. GENERAL INTENTION

A. Design-Build Contractor (DB-C) shall completely prepare site and the AMA

Bridge Structure for operations, including demolition and removal of existing structure components, and furnish labor and materials and perform work for the retrofit of the AMA Bridge as required by the Design-Build

Scope of Work.

Visits to the site by Bidders may be made only by appointment with the

Contracting Officer Technical Representative (COTR) and/or Contracting

Officer.

B. Before purchasing and/or installing any material or equipment subjected to approval, the DB-C shall submit for review and approval such material or equipment. VA reserves the right to review all material and equipment to be used or installed in the project.

C. All employees of Design-Build Team (DB-Team) and subcontractors shall comply with VA security management program and obtain permission of the

VA police, be identified by project and employer, and restricted from unauthorized access.

1.3. STATEMENT OF BID ITEM(S)

A. ITEM I, Design: The DB-A/E shall provide, but not limited to: all surveys, assessments, technical studies, analyses, design, permits, construction documents, technical specifications, and technical expertise that are deemed necessaries for the proper execution of the project design described in the scope of work.

ITEM II, Construction: The DB-C shall provide, but not limited to: all labor, material, tools, equipment, and construction services that are deemed necessaries for the proper construction and execution of the project described in the scope of work.

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B. ALTERNATE NO. 1: Furnish and install a lightning protection system (If necessary).

C. ALTERNATE NO. 2: Major structural alterations to the existing building structure in order to comply with current codes and regulations (If necessary).

1.4. SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

A. Drawings and contract documents may be obtained from the website where the solicitation is posted. Additional copies will be at Contractor's expense.

1.5. CONSTRUCTION SECURITY REQUIREMENTS

A. Security Plan:

1. The security plan defines both physical and administrative security procedures that will remain effective for the entire duration of the project.

2. The DB-Team is responsible for assuring that all sub-contractors working on the project and their employees also comply with these regulations.

B. Security Procedures:

1. General Contractor’s employees shall not enter the project site without appropriate badge. They may also be subject to inspection of their personal effects when entering or leaving the project site.

2. Before starting the construction work the DB-C shall give one week’s notice to the Contracting Officer so that security arrangements can be provided for the employees. This notice is separate from any notices required for utility shutdown described later in this section.

3. No photography of VA premises is allowed without written permission of the Contracting Officer.

4. VA reserves the right to close down or shut down the project site and order DB-C’s employees off the premises in the event of a national emergency. The DB-C may return to the site only with the written approval of the Contracting Officer.

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C. Guards:

1. The DB-Team shall be responsible of all the equipment, materials and project related items left in the construction site and/or its premises. After construction hours, the DB-Team may provide unarmed guards at the project site if they considers is necessary.

2. If necessary, the DB-Team shall provide the guards and VA police with communication devices as directed.

D. Key Control:

1. The General Contractor shall provide duplicate keys and lock combinations to the Contracting officers representative (COR) and COTR for the purpose of security inspections of every area of project including tool boxes and parked machines and take any emergency action.

2. The DB-Team shall turn over all permanent lock cylinders to the VA locksmith for permanent installation.

E. Document Control:

1. Before starting any work, the DB-Team/Sub Contractors shall submit an electronic security memorandum describing the approach to following goals and maintaining confidentiality of “sensitive information”.

2. The DB-Team is responsible for safekeeping of all drawings, project manual and other project information. This information shall be shared only with those with a specific need to accomplish the project.

3. Certain documents, sketches, videos or photographs and drawings may be marked “Law Enforcement Sensitive” or “Sensitive Unclassified”.

Secure such information in separate containers and limit the access to only those who will need it for the project. Return the information to the Contracting Officer upon request.

4. These security documents shall not be removed or transmitted from the project site without the written approval of Contracting Officer.

5. All paper waste or electronic media such as CD’s and diskettes shall be shredded and destroyed in a manner acceptable to the VA.

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6. Notify Contracting Officer and Site Security Officer immediately when there is a loss or compromise of “sensitive information”.

7. All electronic information shall be stored in specified location following VA standards and procedures using an Engineering Document

Management Software (EDMS).

a. Security, access and maintenance of all project drawings, both scanned and electronic shall be performed and tracked through the

EDMS system.

b. “Sensitive information” including drawings and other documents may be attached to e-mail provided all VA encryption procedures are followed.

F. Motor Vehicle Restrictions

1. Vehicle authorization request shall be required for any vehicle entering the site and such request shall be submitted 24 hours before the date and time of access. Access shall be restricted to picking up and dropping off materials and supplies.

2. A limited number of (2 to 5) permits shall be issued for DB-Team and its employees for parking in designated areas only.

1.6. 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

Contracting Officer. 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.

B. Temporary buildings (e.g., storage sheds, shops, offices) and utilities may be erected by the Contractor only with the approval of the Contracting

Officer and shall be built with labor and materials furnished by the

Contractor without expense to the Government. The temporary buildings and utilities shall remain the property of the Contractor and shall be removed by the Contractor at its expense upon completion of the work. With the written consent of the Contracting Officer, the buildings and utilities may be abandoned and need not be removed.

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C. The Contractor shall, under regulations prescribed by the Contracting

Officer, use only established roadways, or use temporary roadways constructed by the Contractor when and as authorized by the Contracting

Officer. When materials are transported in prosecuting the work, vehicles shall not be loaded beyond the loading 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 curbs, sidewalks, or roads.

(FAR 52.236-10)

D. Working space and space available for storing materials shall be as shown on the drawings and/or as determined by the COTR.

E. Workmen are subject to rules of Medical Center applicable to their conduct.

F. Execute work so as to interfere as little as possible with normal functioning of Medical Center as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being done by others. Use of equipment and tools that transmit vibrations and noises through the building structure, are not permitted in buildings that are occupied, during construction, jointly by patients or medical personnel, and Contractor's personnel, except as permitted by

COTR and/or where required by limited working space.

1. Do not store materials and equipment in other than assigned areas.

2. Schedule delivery of materials and equipment to immediate construction working areas within buildings in use by Department of Veterans Affairs in quantities sufficient for not more than two work days. Provide unobstructed access to Medical Center areas required to remain in operation.

3. Where access by Medical Center personnel to vacated portions of buildings is not required, storage of Contractor's materials and equipment will be permitted subject to fire and safety requirements.

G. Phasing:

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The Medical Center must maintain its operation 24 hours a day 7 days a week. Therefore, any interruption in service must be scheduled and coordinated with the COR to ensure that no lapses in operation occur. It is the CONTRACTOR'S responsibility to develop a work plan and schedule detailing, at a minimum, the procedures to be employed, the equipment and materials to be used, the interim life safety measure to be used during the work, and a schedule defining the duration of the work with milestone subtasks.

To insure proper execution, Contractor shall furnish the COTR and COR with a schedule of approximate dates on which the Contractor intends to accomplish work in each specific area of site, building or portion thereof. In addition, Contractor shall notify the COTR and COR two weeks in advance of the proposed date of starting work in each specific area of site, building or portion thereof.

H. When a building and/or construction site is turned over to Contractor, Contractor shall accept entire responsibility including upkeep and maintenance therefore:

1. Contractor shall maintain a minimum temperature of 4 degrees C (40 degrees F) at all times, except as otherwise specified.

2. Contractor shall maintain in operating condition existing fire protection and alarm equipment. In connection with fire alarm equipment, Contractor shall make arrangements for pre-inspection of site with Fire Department or Company (Department of Veterans Affairs or municipal) whichever will be required to respond to an alarm from

Contractor's employee or watchman.

I. Utilities Services: Maintain existing utility services for Medical Center at all times. Provide temporary facilities, labor, materials, equipment, connections, and utilities to assure uninterrupted services. Where necessary to cut existing water, steam, gases, sewer or air pipes, or conduits, wires, cables, etc. of utility services or of fire protection systems and communications systems (including telephone), they shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by COTR and/or COR.

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1. 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 Contracting Officer. 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, the Medical Center Director’s prior knowledge and written approval.

2. Contractor shall submit a request to interrupt any such services to

COTR and/or COR, in writing, 14 days in advance of proposed interruption. Request shall state reason, date, exact time of, and approximate duration of such interruption.

3. 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 Medical Center. Interruption time approved by Medical Center may occur at other than Contractor's normal working hours.

4. Major interruptions of any system must be requested, in writing, at least 21 calendar days prior to the desired time and shall be performed as directed by the COTR and/or COR.

5. In case of a contract construction emergency, service will be interrupted on approval of Contracting Officer. Such approval will be confirmed in writing as soon as practical.

6. Whenever it is required that a connection fee be paid to a public utility provider for new permanent service to the construction project, for such items as water, sewer, electricity, gas or steam, payment of such fee shall be the responsibility of the Government and not the

Contractor.

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

01 00 00 -8 areas, or within walls or partitions; so that they are completely behind the finished surfaces.

K. To minimize interference of construction activities with flow of Medical

Center traffic, 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. Wherever excavation for new utility lines cross existing roads, at least one lane must be open to traffic at all times with approval.

2. Method and scheduling of required cutting, altering and removal of existing roads, walks and entrances must be approved by the COTR and/or

CO.

L. Coordinate the work for this contract with other construction operations as directed by COTR and/or COR. This includes the scheduling of traffic and the use of roadways, as specified in Article, USE OF ROADWAYS.

1.7. ALTERATIONS

A. Survey: Before any work is started, the Contractor shall make a thorough survey with the COTR and/or COR,and a representative of VA Supply Service, of areas of buildings in which alterations occur and areas which are anticipated routes of access, and furnish a report, signed by COTR, to the Contracting Officer. This report shall list by rooms and spaces:

1. Existing condition and types of resilient flooring, doors, windows, walls and other surfaces not required to be altered throughout // affected areas of building.

2. Existence and conditions of items such as plumbing fixtures and accessories, electrical fixtures, equipment, venetian blinds, shades, etc., required by drawings to be either reused or relocated, or both.

3. Shall note any discrepancies between drawings and existing conditions at site.

4. Shall designate areas for working space, materials storage and routes of access to areas within buildings where alterations occur and which have been agreed upon by Contractor and COTR and/or COR.

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B. Any items required by drawings to be either reused or relocated or both, found during this survey to be nonexistent, or in opinion of COTR and/or

COR and/or Supply Representative, to be in such condition that their use is impossible or impractical, shall be furnished and/or replaced by

Contractor with new items in accordance with specifications which will be furnished by Government. Provided the contract work is changed by reason of this subparagraph B, the contract will be modified accordingly, under provisions of clause entitled "DIFFERING SITE CONDITIONS" (FAR 52.236-2) and "CHANGES" (FAR 52.243-4 and VAAR 852.236-88).

C. Re-Survey: Thirty days before expected partial or final inspection date, the Contractor and COTR and/or COR together shall make a thorough re-survey of the areas of buildings involved. They shall furnish a report on conditions then existing, of resilient flooring, doors, windows, walls and other surfaces as compared with conditions of same as noted in first condition survey report:

1. Re-survey report shall also list any damage caused by Contractor to such flooring and other surfaces, despite protection measures; and, will form basis for determining extent of repair work required of

Contractor to restore damage caused by Contractor's workmen in executing work of this contract.

D. Protection: Provide the following protective measures:

1. Wherever existing roof surfaces are disturbed they shall be protected against water infiltration. In case of leaks, they shall be repaired immediately upon discovery.

2. Temporary protection against damage for portions of existing structures and grounds where work is to be done, materials handled and equipment moved and/or relocated.

3. Protection of interior of existing structures at all times, from damage, dust and weather inclemency. Wherever work is performed, floor surfaces that are to remain in place shall be adequately protected prior to starting work, and this protection shall be maintained intact until all work in the area is completed.

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1.8. 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 identified by attached tags or noted on drawings or in specifications as items to be stored. 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 COTR.

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

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.

1.9. 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 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 of a third party, the locations of which are made known to or should be known by the

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Contractor. The Contractor shall repair any damage to those facilities, 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 may have the necessary work performed and charge the cost to the Contractor.

(FAR 52.236-9)

C. Refer to Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS, for additional requirements on protecting vegetation, soils and the environment. Refer to Articles, "Alterations", "Restoration", and

"Operations and Storage Areas" for additional instructions concerning repair of damage to structures and site improvements.

D. Refer to FAR clause 52.236-7, "Permits and Responsibilities," which is included in General Conditions. A National Pollutant Discharge

Elimination System (NPDES) permit is required for this project. The

Contractor is considered an "operator" under the permit and has extensive responsibility for compliance with permit requirements. VA will make the permit application available at the (appropriate medical center) office.

The apparent low bidder, contractor and affected subcontractors shall furnish all information and certifications that are required to comply with the permit process and permit requirements. Many of the permit requirements will be satisfied by completing construction as shown and specified. Some requirements involve the Contractor's method of operations and operations planning and the Contractor is responsible for employing best management practices. The affected activities often include, but are not limited to the following:

- Designating areas for equipment maintenance and repair;

- Providing waste receptacles at convenient locations and provide regular collection of wastes;

- Locating equipment wash down areas on site, and provide appropriate control of wash-waters;

- Providing protected storage areas for chemicals, paints, solvents, fertilizers, and other potentially toxic materials; and

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- Providing adequately maintained sanitary facilities.

1.10. RESTORATION

A. Remove, cut, alter, replace, patch and repair existing work as necessary to install new work. Except as otherwise shown or specified, do not cut, alter or remove any structural work, and do not disturb any ducts, plumbing, steam, gas, or electric work without approval of the Contracting

Officer. Existing work to be altered or extended and that is found to be defective in any way, shall be reported to the COTR and 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.

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 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).

1.11. PHYSICAL DATA

A. Data and information furnished or referred to below is for the

Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the

Contractor.

(FAR 52.236-4)

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B. Government does not guarantee that other materials will not be encountered nor that proportions, conditions or character of several materials will not vary from those indicated by explorations. Bidders are expected to examine site of work and logs of borings; and, after investigation, decide for themselves character of materials and make their bids accordingly.

Upon proper application to Department of Veterans Affairs, bidders will be permitted to make subsurface explorations of their own at site.

1.12. PROFESSIONAL SURVEYING SERVICES

A registered professional land surveyor or registered civil engineer whose services are retained and paid for by the Contractor shall perform services specified herein and in other specification sections. The

Contractor shall certify that the land surveyor or civil engineer is not one who is a regular employee of the Contractor, and that the land surveyor or civil engineer has no financial interest in this contract.

1.13. LAYOUT OF WORK

A. The Contractor shall lay out the work from Government established base lines and bench marks, 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

Contracting Officer. 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 may replace them and deduct the expense of the replacement from any amounts due or to become due to the Contractor.

(FAR 52.236-17)

B. Following completion of general mass excavation and before any other permanent work is performed, establish and plainly mark (through use of appropriate batter boards or other means) sufficient additional survey control points or system of points as may be necessary to assure proper alignment, orientation, and grade of all major features of work. Survey

01 00 00 -14 shall include, but not be limited to, location of lines and grades of footings, exterior walls, center lines of columns in both directions, major utilities and elevations of floor slabs:

1. Such additional survey control points or system of points thus established shall be checked and certified by a registered land surveyor or registered civil engineer. Furnish such certification to the COTR before any work (such as footings, floor slabs, columns, walls, utilities and other major controlling features) is placed.

C. Whenever changes from contract drawings are made in line or grading requiring certificates, record such changes on a reproducible drawing bearing the registered land surveyor or registered civil engineer seal, and forward these drawings upon completion of work to COTR and COR.

D. The Contractor shall perform the surveying and layout work of this and other articles and specifications in accordance with the provisions of

Article "Professional Surveying Services".

1.14. AS-BUILT DRAWINGS

A. The contractor shall maintain two full size sets of as-built drawings which will be kept current during construction of the project, to include all contract changes, modifications and clarifications.

B. All variations shall be shown in the same general detail as used in the contract drawings. To insure compliance, as-built drawings shall be made available for the COTR's review, as often as requested.

C. Contractor shall deliver two approved completed sets of as-built drawings in the electronic version (scanned PDF) to the COTR and COR within 15 calendar days after each completed phase and after the acceptance of the project by the COTR and CO.

D. Paragraphs A, B, & C shall also apply to all shop drawings.

1.15. USE OF ROADWAYS

A. For hauling, use only established public roads and roads on Medical Center property and, when authorized by the COTR or COR, such temporary roads which are necessary in the performance of contract work. Temporary roads shall be constructed and restoration performed by the Contractor at

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Contractor's expense. When necessary to cross curbing, sidewalks, or similar construction, they must be protected by well-constructed bridges.

B. When new permanent roads are to be a part of this contract, Contractor may construct them immediately for use to facilitate building operations.

These roads may be used by all who have business thereon within zone of building operations.

When certain buildings (or parts of certain buildings) are required to be completed in advance of general date of completion, all roads leading thereto must be completed and available for use at time set for completion of such buildings or parts thereof.

1.16. TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT

A. Use of new installed mechanical and electrical equipment to provide heat, ventilation, plumbing, light and power will be permitted subject to written approval and compliance with the following provisions:

1. Permission to use each unit or system must be given by Contracting

Officer in writing. If the equipment is not installed and maintained in accordance with the written agreement and following provisions, the

Contracting Officer will withdraw permission for use of the equipment.

2. Electrical installations used by the equipment shall be completed in accordance with the drawings and specifications to prevent damage to the equipment and the electrical systems, i.e. transformers, relays, circuit breakers, fuses, conductors, motor controllers and their overload elements shall be properly sized, coordinated and adjusted.

Installation of temporary electrical equipment or devices shall be in accordance with NFPA 70, National Electrical Code, (2014 Edition), Article 590, Temporary Installations. Voltage supplied to each item of equipment shall be verified to be correct and it shall be determined that motors are not overloaded. The electrical equipment shall be thoroughly cleaned before using it and again immediately before final inspection including vacuum cleaning and wiping clean interior and exterior surfaces.

3. Units shall be properly lubricated, balanced, and aligned. Vibrations must be eliminated.

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4. Automatic temperature control systems for preheat coils shall function properly and all safety controls shall function to prevent coil freeze-up damage.

5. The air filtering system utilized shall be that which is designed for the system when complete, and all filter elements shall be replaced at completion of construction and prior to testing and balancing of system.

6. All components of heat production and distribution system, metering equipment, condensate returns, and other auxiliary facilities used in temporary service shall be cleaned prior to use; maintained to prevent corrosion internally and externally during use; and cleaned, maintained and inspected prior to acceptance by the Government. //

Boilers, pumps, feedwater heaters and auxiliary equipment must be operated as a complete system and be fully maintained by operating personnel. Boiler water must be given complete and continuous chemical treatment. //

B. Prior to final inspection, the equipment or parts used which show wear and tear beyond normal, shall be replaced with identical replacements, at no additional cost to the Government.

C. This paragraph shall not reduce the requirements of the mechanical and electrical specifications sections.

D. Any damage to the equipment or excessive wear due to prolonged use will be repaired replaced by the contractor at the contractor’s expense.

1.17. TEMPORARY TOILETS

A. Provide where directed, (for use of all Contractor's workmen) ample temporary sanitary toilet accommodations with suitable sewer and water connections. Keep such places clean and free from flies and all connections and appliances connected therewith are to be removed prior to completion of contract, and premises left perfectly clean.

1.18. AVAILABILITY AND USE OF UTILITY SERVICES

A. Electricity (for all project related works): The contractor shall provide and furnish all temporary electric services, as required by project needs.

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B. Water (for all project related works): The contractor shall provide and furnish temporary water service, as required by project needs.

C. The Contractor shall be responsible of provide all temporary utilities needed for the proper execution of the project.

1.19. TESTS

A. Conduct final tests required in various sections of specifications in presence of an authorized representative of the Contracting Officer.

Contractor shall furnish all labor, materials, equipment, instruments, and forms, to conduct and record such tests.

B. Mechanical and electrical systems shall be balanced, controlled and coordinated. A system is defined as the entire system which must be coordinated to work together during normal operation to produce results for which the system is designed. For example, air conditioning supply air is only one part of entire system which provides comfort conditions for a building. Other related components are return air, exhaust air, steam, chilled water, refrigerant, hot water, controls and electricity, etc. Another example of a system which involves several components of different disciplines is a boiler installation. Efficient and acceptable boiler operation depends upon the coordination and proper operation of fuel, combustion air, controls, steam, feed water, condensate and other related components.

C. All related components as defined above shall be functioning when any system component is tested. Tests shall be completed within a reasonably period of time during which operating and environmental conditions remain reasonably constant and are typical of the design conditions.

D. Individual test result of any component, where required, will only be accepted when submitted with the test results of related components and of the entire system.

1.20. INSTRUCTIONS

A. Contractor shall furnish Maintenance and Operating manuals (hard copies and electronic) and verbal instructions when required by the various sections of the specifications and as hereinafter specified.

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B. Manuals: Maintenance and operating manuals and one compact disc (four hard copies and one electronic copy each) for each separate piece of equipment shall be delivered to the COTR coincidental with the delivery of the equipment to the job site. Manuals shall be complete, detailed guides for the maintenance and operation of equipment. They shall include complete information necessary for starting, adjusting, maintaining in continuous operation for long periods of time and dismantling and reassembling of the complete units and sub-assembly components. Manuals shall include an index covering all component parts clearly cross-referenced to diagrams and illustrations. Illustrations shall include "exploded" views showing and identifying each separate item.

Emphasis shall be placed on the use of special tools and instruments. The function of each piece of equipment, component, accessory and control shall be clearly and thoroughly explained. All necessary precautions for the operation of the equipment and the reason for each precaution shall be clearly set forth. Manuals must reference the exact model, style and size of the piece of equipment and system being furnished. Manuals referencing equipment similar to but of a different model, style, and size than that furnished will not be accepted.

C. Instructions: Contractor shall provide qualified, factory-trained manufacturers' representatives to give detailed training to assigned

Department of Veterans Affairs personnel in the operation and complete maintenance for each piece of equipment. All such training will be at the job site. These requirements are more specifically detailed in the various technical sections. Instructions for different items of equipment that are component parts of a complete system, shall be given in an integrated, progressive manner. All instructors for every piece of component equipment in a system shall be available until instructions for all items included in the system have been completed. This is to assure proper instruction in the operation of inter-related systems. All instruction periods shall be at such times as scheduled by the COTR and shall be considered concluded only when the COTR and COR is satisfied in regard to complete and thorough coverage. The contractor shall submit a course outline with associated material to the COR for review and approval prior to scheduling training to ensure the subject matter covers the expectations of the VA and the contractual requirements. The Department of Veterans Affairs reserves the right to request the removal of, and substitution for, any instructor

01 00 00 -19 who, in the opinion of the COTR or COR, does not demonstrate sufficient qualifications in accordance with requirements for instructors above.

1.21. PHOTOGRAPHIC DOCUMENTATION

A. During the construction period through completion, provide photographic documentation of construction progress and at selected milestones including electronic indexing, navigation, storage and remote access to the documentation, as per these specifications.

B. Photographic documentation elements:

1. Each digital image shall be taken with a professional grade camera with minimum size of 6 megapixels (MP) capable of producing 200x250mm

(8 x 10 inch) prints with a minimum of 2272 x 1704 pixels and 400x500mm

(16 x 20 inch) prints with a minimum 2592 x 1944 pixels.

2. Construction progress for all trades shall be tracked at pre-determined intervals, but not less than once every thirty (30) calendar days

(“Progressions”). Progression documentation shall track both the exterior and interior construction of the building. Exterior

Progressions shall track 360 degrees around the site and each building.

Interior Progressions shall track interior improvements beginning when stud work commences and continuing until Project completion.

3. Weekly (21 Max) Site Progressions - Photographic documentation capturing the project at different stages of construction. These progressions shall capture underground utilities, excavation, grading, backfill, landscaping and road construction throughout the duration of the project.

4. Regular (8 max) interior progressions of all walls of the entire project to begin at time of substantial framed or as directed by the

Resident Engineer // COR // through to completion.

C. Upon completion of the project, final copies of the documentation (the

“Permanent Record”) with the indexing and navigation system embedded (and active) shall be provided in an electronic media format, typically a DVD or external hard-drive. Permanent Record shall have Building Information

Modeling (BIM) interface capabilities.

01 00 00 -20

1.22. FINAL ELEVATION DIGITAL IMAGES

A. A minimum of two (2) images of each elevation shall be taken with a minimum 6 MP camera, with different settings to allow the COTR to select the image to be printed. All images are provided to the COTR on a CD.

B. Photographs shall be taken upon completion, including landscaping. They shall be taken on a clear sunny day to obtain sufficient detail to show depth and to provide clear, sharp pictures. Pictures shall be 400 mm x

500 mm (16 by 20 inches), printed on regular weight paper, matte finish archival grade photographic paper and produced by a RA4 process from the digital image with a minimum 300 PPI. Identifying data shall be carried on label affixed to back of photograph without damage to photograph and shall be similar to that provided for final construction photographs.

1.23. HISTORIC PRESERVATION

Where the Contractor or any of the Contractor's employees, prior to, or during the construction work, are advised of or discover any possible archeological, historical and/or cultural resources, the Contractor shall immediately notify the COTR and COR verbally, and then with a written follow up.

- - - E N D - - -

SECTION 01 42 19

REFERENCE STANDARDS

PART 1 - GENERAL

1.1 DESCRIPTION

This section specifies the availability and source of references and standards specified in the project manual under paragraphs APPLICABLE

PUBLICATIONS and/or shown on the drawings.

1.2 AVAILABILITY OF SPECIFICATIONS LISTED IN THE GSA INDEX OF FEDERAL

SPECIFICATIONS, STANDARDS AND COMMERCIAL ITEM DESCRIPTIONS FPMR PART 101-

29 (FAR 52.211-1) (AUG 1998)

A. The GSA Index of Federal Specifications, Standards and Commercial Item

Descriptions, FPMR Part 101-29 and copies of specifications, standards, and commercial item descriptions cited in the solicitation may be obtained for a fee by submitting a request to – GSA Federal Supply Service, Specifications Section, Suite 8100, 470 East L’Enfant Plaza, SW, Washington, DC 20407, Telephone (202) 619-8925, Facsimile (202) 619-8978.

B. If the General Services Administration, Department of Agriculture, or

Department of Veterans Affairs issued this solicitation, a single copy of specifications, standards, and commercial item descriptions cited in this solicitation may be obtained free of charge by submitting a request to the addressee in paragraph (a) of this provision. Additional copies will be issued for a fee.

1.3 AVAILABILITY FOR EXAMINATION OF SPECIFICATIONS NOT LISTED IN THE GSA INDEX

OF FEDERAL SPECIFICATIONS, STANDARDS AND COMMERCIAL ITEM DESCRIPTIONS

(FAR 52.211-4) (JUN 1988)

The specifications and standards cited in this solicitation can be examined at the following location:

DEPARMENT OF VETERANS AFFAIRS

Office of Construction & Facilities Management

Facilities Quality Service (00CFM1A)

425 Eye Street N.W, (sixth floor)

Washington, DC 20001

Telephone Numbers: (202) 632-5249 or (202) 632-5178

Between 9:00 AM - 3:00 PM

Reference Standards

01 42 19 - 2

1.4 AVAILABILITY OF SPECIFICATIONS NOT LISTED IN THE GSA INDEX OF FEDERAL

SPECIFICATIONS, STANDARDS AND COMMERCIAL ITEM DESCRIPTIONS (FAR 52.211-3)

(JUN 1988)

The specifications cited in this solicitation may be obtained from the associations or organizations listed below.

AA Aluminum Association Inc.

http://www.aluminum.org

AABC Associated Air Balance Council http://www.aabchq.com

AAMA American Architectural Manufacturer's Association http://www.aamanet.org

AAN American Nursery and Landscape Association http://www.anla.org

AASHTO American Association of State Highway and Transportation

Officials http://www.aashto.org

AATCC American Association of Textile Chemists and Colorists http://www.aatcc.org

ACGIH American Conference of Governmental Industrial Hygienists http://www.acgih.org

ACI American Concrete Institute http://www.aci-int.net

ACPA American Concrete Pipe Association http://www.concrete-pipe.org

ACPPA American Concrete Pressure Pipe Association http://www.acppa.org

ADC Air Diffusion Council http://flexibleduct.org

AGA American Gas Association http://www.aga.org

01 42 19 - 3

AGC Associated General Contractors of America http://www.agc.org

AGMA American Gear Manufacturers Association, Inc.

http://www.agma.org

AHAM Association of Home Appliance Manufacturers http://www.aham.org

AIA American Institute of Architects http://www.aia.org

AISC American Institute of Steel Construction http://www.aisc.org

AISI American Iron and Steel Institute http://www.steel.org

AITC American Institute of Timber Construction http://www.aitc-glulam.org

AMCA Air Movement and Control Association, Inc.

http://www.amca.org

ANLA American Nursery & Landscape Association http://www.anla.org

ANSI American National Standards Institute, Inc.

http://www.ansi.org

APA The Engineered Wood Association http://www.apawood.org

ARI Air-Conditioning and Refrigeration Institute http://www.ari.org

ASAE American Society of Agricultural Engineers http://www.asae.org

ASCE American Society of Civil Engineers http://www.asce.org http://www.aham.org/ http://www.aia.org/

01 42 19 - 4

ASHRAE American Society of Heating, Refrigerating, and

Air-Conditioning Engineers http://www.ashrae.org

ASME American Society of Mechanical Engineers http://www.asme.org

ASSE American Society of Sanitary Engineering http://www.asse-plumbing.org

ASTM American Society for Testing and Materials http://www.astm.org

AWI Architectural Woodwork Institute http://www.awinet.org

AWS American Welding Society http://www.aws.org

AWWA American Water Works Association http://www.awwa.org

BHMA Builders Hardware Manufacturers Association http://www.buildershardware.com

BIA Brick Institute of America http://www.bia.org

CAGI Compressed Air and Gas Institute http://www.cagi.org

CGA Compressed Gas Association, Inc.

http://www.cganet.com

CI The Chlorine Institute, Inc.

http://www.chlorineinstitute.org

CISCA Ceilings and Interior Systems Construction Association http://www.cisca.org

CISPI Cast Iron Soil Pipe Institute http://www.cispi.org

01 42 19 - 5

CLFMI Chain Link Fence Manufacturers Institute http://www.chainlinkinfo.org

CPMB Concrete Plant Manufacturers Bureau http://www.cpmb.org

CRA California Redwood Association http://www.calredwood.org

CRSI Concrete Reinforcing Steel Institute http://www.crsi.org

CTI Cooling Technology Institute http://www.cti.org

DHI Door and Hardware Institute http://www.dhi.org

EGSA Electrical Generating Systems Association http://www.egsa.org

EEI Edison Electric Institute http://www.eei.org

EPA Environmental Protection Agency http://www.epa.gov

ETL ETL Testing Laboratories, Inc.

http://www.et1.com

FAA Federal Aviation Administration http://www.faa.gov

FCC Federal Communications Commission http://www.fcc.gov

FPS The Forest Products Society http://www.forestprod.org

GANA Glass Association of North America http://www.cssinfo.com/info/gana.html/

01 42 19 - 6

FM Factory Mutual Insurance http://www.fmglobal.com

GA Gypsum Association http://www.gypsum.org

GSA General Services Administration http://www.gsa.gov

HI Hydraulic Institute http://www.pumps.org

HPVA Hardwood Plywood & Veneer Association http://www.hpva.org

ICBO International Conference of Building Officials http://www.icbo.org

ICEA Insulated Cable Engineers Association Inc.

http://www.icea.net

\ICAC Institute of Clean Air Companies http://www.icac.com

IEEE Institute of Electrical and Electronics Engineers http://www.ieee.org\

IMSA International Municipal Signal Association http://www.imsasafety.org

IPCEA Insulated Power Cable Engineers Association

NBMA Metal Buildings Manufacturers Association http://www.mbma.com

MSS Manufacturers Standardization Society of the Valve and Fittings

Industry Inc.

http://www.mss-hq.com

NAAMM National Association of Architectural Metal Manufacturers http://www.naamm.org

01 42 19 - 7

NAPHCC Plumbing-Heating-Cooling Contractors Association http://www.phccweb.org.org

NBS National Bureau of Standards

See - NIST

NBBPVI National Board of Boiler and Pressure Vessel Inspectors http://www.nationboard.org

NEC National Electric Code

See - NFPA National Fire Protection Association

NEMA National Electrical Manufacturers Association http://www.nema.org

NFPA National Fire Protection Association http://www.nfpa.org

NHLA National Hardwood Lumber Association http://www.natlhardwood.org

NIH National Institute of Health http://www.nih.gov

NIST National Institute of Standards and Technology http://www.nist.gov

NLMA Northeastern Lumber Manufacturers Association, Inc.

http://www.nelma.org

NPA National Particleboard Association

18928 Premiere Court

Gaithersburg, MD 20879

(301) 670-0604

NSF National Sanitation Foundation http://www.nsf.org

NWWDA Window and Door Manufacturers Association http://www.nwwda.org

01 42 19 - 8

OSHA Occupational Safety and Health Administration

Department of Labor http://www.osha.gov

PCA Portland Cement Association http://www.portcement.org

PCI Precast Prestressed Concrete Institute http://www.pci.org

PPI The Plastic Pipe Institute http://www.plasticpipe.org

PEI Porcelain Enamel Institute, Inc.

http://www.porcelainenamel.com

PTI Post-Tensioning Institute http://www.post-tensioning.org

RFCI The Resilient Floor Covering Institute http://www.rfci.com

RIS Redwood Inspection Service

See - CRA

RMA Rubber Manufacturers Association, Inc.

http://www.rma.org

SCMA Southern Cypress Manufacturers Association http://www.cypressinfo.org

SDI Steel Door Institute http://www.steeldoor.org

IGMA Insulating Glass Manufacturers Alliance http://www.igmaonline.org

SJI Steel Joist Institute http://www.steeljoist.org

SMACNA Sheet Metal and Air-Conditioning Contractors

National Association, Inc.

http://www.smacna.org

01 42 19 - 9

SSPC The Society for Protective Coatings http://www.sspc.org

STI Steel Tank Institute http://www.steeltank.com

SWI Steel Window Institute http://www.steelwindows.com

TCA Tile Council of America, Inc.

http://www.tileusa.com

TEMA Tubular Exchange Manufacturers Association http://www.tema.org

TPI Truss Plate Institute, Inc.

583 D'Onofrio Drive; Suite 200

Madison, WI 53719

(608) 833-5900

UBC The Uniform Building Code

See ICBO

UL Underwriters' Laboratories Incorporated http://www.ul.com

ULC Underwriters' Laboratories of Canada http://www.ulc.ca

WCLIB West Coast Lumber Inspection Bureau

6980 SW Varns Road, P.O. Box 23145

Portland, OR 97223

(503) 639-0651

WRCLA Western Red Cedar Lumber Association

P.O. Box 120786

New Brighton, MN 55112

(612) 633-4334

WWPA Western Wood Products Association http://www.wwpa.org

01 42 19 - 10

SECTION 01 32 16.17

PROJECT SCHEDULES

(SMALL PROJECTS – DESIGN/BUILD)

PART 1- GENERAL

1.1 DESCRIPTION:

A. The Contractor shall develop a Critical Path Method (CPM) plan and schedule demonstrating fulfillment of the contract requirements (Project

Schedule), and shall keep the Project Schedule up-to-date in…