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Gravesite Expansion | Project No. 924CM3005 Federal contract opportunity
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VA786A14R0014
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Department of Veterans Affairs National Cemetery Administration

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CONSTRUCTION SPECIFICATIONS

GRAVESITE EXPANSION PROJECT

South Florida National Cemetery

6501 South State Road 7 Lake Worth, Florida 33449

PREPARED FOR:

DEPARTMENT OF VETERAN AFFAIRS

NATIONAL CEMETERY ADMINISTRATION

CONSTRUCTION SUPPORT DIVISION

452 I Street NW, Suite 5E425

Washington, DC 20001

NCA Project No. 924CM3005

PREPARED BY:

AMEC ENVIRONMENT & INFRASTRUCTURE, INC.

1075 Big Shanty Road Kennesaw, GA 30144

(770) 421-3400

AMEC Project No. 6151-13-0011

F E B R U A R Y 5 , 2 0 1 4

Gravesite Expansion Project Project No. 924CM3005 South Florida National Cemetery February 5, 2014 i

TABLE OF CONTENTS

DIVISION 1 – GENERAL REQUIREMENTS

SECTION 01 00 00 GENERAL REQUIREMENTS

SECTION 01 32 16 PROJECT SCHEDULES

SECTION 01 33 23 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES

SECTION 01 42 19 REFERENCE STANDARDS

SECTION 01 45 29 TESTING LABORATORY SERVICES

SECTION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

SECTION 01 74 19 CONSTRUCTION WASTE MANAGEMENT

DIVISION 2 – EXISTING CONDITIONS

SECTION 02 41 10 DEMOLITION AND SITE CLEARING

DIVISION 3 – CONCRETE

SECTION 03 30 53 (SHORT FORM) CAST-IN-PLACE CONCRETE

SECTION 03 45 00 PRECAST ARCHITECTURAL CONCRETE

SECTION 03 48 21 PRECAST CONCRETE BURIAL CRYPTS

SECTION 03 48 24 PRECAST CONCRETE COLUMBARIUM UNITS

DIVISION 4 – MASONRY

SECTION 04 20 00 UNIT MASONRY

DIVISION 13 – SPECIAL CONSTRUCTION

SECTION 13 34 19 METAL BUILDING SYSTEMS

DIVISION 26 – ELECTRICAL

SECTION 26 05 11 REQUIREMENTS FOR ELECTRICAL INSTALLATIONS

SECTION 26 05 21 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND

CABLES (600 VOLTS AND BELOW)

SECTION 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

SECTION 26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

SECTION 26 05 41 UNDERGROUND ELECTRICAL CONSTRUCTION

SECTION 26 05 71 ELECTRICAL SYSTEM PROTECTIVE DEVICE STUDY

SECTION 26 22 00 LOW-VOLTAGE TRANSFORMERS

SECTION 26 24 11 DISTRIBUTION SWITCHBOARDS

SECTION 26 24 16 PANELBOARDS

SECTION 26 27 13 ELECTRICAL METERING

SECTION 26 27 26 WIRING SERVICES

SECTION 26 29 21 DISCONNECT SWITCHES

SECTION 26 41 00 FACILITY LIGHTING PROTECTION

DIVISION 31 – EARTHWORK

SECTION 31 20 11 EARTHMOVING (SHORT FORM)

SECTION 31 23 19 DEWATERING

DIVISION 32 – EXTERIOR IMPROVEMENTS

SECTION 32 05 23 CEMENT AND CONCRETE FOR EXTERIOR IMPROVEMENTS

SECTION 32 12 16 ASPHALT PAVING

ii

SECTION 32 30 00 SITE FURNISHINGS

SECTION 32 84 00 PLANTING IRRIGATION

SECTION 32 90 00 PLANTING

DIVISION 33 – UTILITIES

SECTION 33 40 00 STORM DRAINAGE UTILITIES

SECTION 33 46 13 FOUNDATION DRAINAGE

Gravesite Expansion

Project No. 924CM3005 February 5, 2014

LIST OF DRAWING SHEETS

00 01 15-1

00 01 15

LIST OF DRAWING SHEETS

The Drawings listed below accompanying theses Specifications form a part of the Contract.

SHEET TITLE DRAWING

1 COVER SHEET X-001

2 PHASING PLAN X-200

3 EXISTING CONDITIONS - OVERALL B-100

4 EXISTING CONDITIONS - SECTION 38 B-101

5 EXISTING CONDITIONS - SECTION 40 B-102

6 EXISTING CONDITIONS - SECTION 41 B-103

7 EXISTING CONDITIONS - COLUMBARIA B-104

8 EXISTING CONDITIONS - MAINTENANCE AREA B-105

9 DEMOLITION PLAN - OVERALL D-100

10 DEMOLITION PLAN - SECTION 38 D-101

11 DEMOLITION PLAN - SECTION 40 D-102

12 DEMOLITION PLAN - SECTIONS 41A & 41B D-103

13 DEMOLITION PLAN - COLUMBARIUM AREA D-104

14 DEMOLITION PLAN - MAINTENANCE AREA D-105

15 EROSION CONTROL PLAN - BURIAL AREA C-100

16 EROSION CONTROL PLAN - MAINTENANCE AREA C-101

17 PROPOSED SITE PLAN - OVERALL C-110

18 PROPOSED SITE PLAN - SECTION 38 C-111

19 PROPOSED SITE PLAN - SECTION 40 C-112

20 PROPOSED SITE PLAN - SECTIONS 41A & 41B C-113

21 PROPOSED SITE PLAN - COLUMBARIA C-114

22 PROPOSED SITE PLAN - MAINTENANCE AREA C-115

23 GRADING AND DRAINAGE PLAN C-120

24 GRADING & DRAINAGE - SECTION 38 C-121

25 GRADING & DRAINAGE - SECTION 40 C-122

26 GRADING & DRAINAGE - SECTIONS 41A & 41B C-123

27 GRADING & DRAINAGE - COLUMBARIA C-124

28 PAVING GRADING AND DRAINAGE DETAILS C-501

29 CIVIL DETAILS I C-502

30 CIVIL DETAILS II C-503

31 CIVIL DETAILS III C-504

32 EROSION CONTROL DETAILS C-505

33 LANDSCAPE PLAN - BURIAL SECTIONS L-101

34 LANDSCAPE PLAN - COLUMBARIA L-102

35 COLUMBARIUM ELEVATION VIEWS L-201

36 COLUMBARIUM ELEVATION VIEWS L-202

37 DETAILS - COLUMBARIUM L-501

38 DETAILS - COLUMBARIUM L-502

39 DETAILS - COLUMBARIUM L-503

40 DETAILS - COLUMBARIUM L-504

41 IRRIGATION PLAN - BURIAL SECTIONS I-101

42 IRRIGATION PLAN - COLUMBARIA I-102

43 IRRIGATION DETAILS I-501

44 IRRIGATION DETAILS I-502

Gravesite Expansion

Project No. 924CM3005 February 5, 2014

LIST OF DRAWING SHEETS

00 01 15-2

RELOCATED MAINTENANCE BUILDING FLOOR PLAN ELEVATIONS &

NOTES A-100

46 MAINTENANCE BUILDING FOUNDATION AND SLAB PLAN A-101

47 MAINTENANCE BUILDING DETAILS A-500

48 STRUCTURAL DETAILS - COLUMBARIA S-501

49 ELECTRICAL SITE PLAN I E-101

50 ELECTRICAL SITE PLAN II E-102

51 MAINTENANCE BUILDING ELECTRICAL PLAN E-103

52 ELECTRICAL DETAILS E-104

- - - E N D - - -

GENERAL REQUIREMENTS

01 00 00-1

SECTION 01 00 00

TABLE OF CONTENTS

1.1 GENERAL INTENTION

1.2 STATEMENT OF BID ITEM(S)

1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

1.4 CONSTRUCTION SECURITY REQUIREMENTS

1.5 FIRE SAFETY

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

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 TOILETS

1.17 AVAILABILITY AND USE OF UTILITY SERVICES

1.18 TESTS

1.19 INSTRUCTIONS

1.20 GOVERNMENT-FURNISHED PROPERTY

1.21 RELOCATED ITEMS

1.22 CONSTRUCTION DIGITAL IMAGES

01 00 00-2

1.23 PROJECT HEALTH AND SAFETY PLAN

01 00 00-1

SECTION 01 00 00

1.1 GENERAL INTENTION

A. Contractor shall completely prepare site for construction operations, furnish labor and materials and perform work for the construction of:

Bid Item #1: supply and install 2,500-Niche Columbarium, 2,816 Urn Vaults

(Section 41), and headstone support system for 242 Private Vaults (Section

40), including the construction of associated walks, roads, landscaping, drainage and irrigation. The installation of 2,904 Pre-placed Crypts (Section

38) and 220 Oversized Vaults (Section 41) is included in this bid item. In addition, a pre-engineered metal building will be re-located on-site within the on-site maintenance area, and three existing trailers and the well and septic systems that serve them shall be demolished as required by the drawings and specifications. The electrical distribution system will be modified as required by the drawings and specifications.

Bid Item #2 is the supply and delivery of 2,904 pre-placed crypts, 220 oversized vaults, and associated lid lifting devices and 10 additional lids each.

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

Director.

C. Offices of AMEC Environment & Infrastructure, Inc., as Architect-Engineers, will render certain technical services during construction. Such services shall be considered as advisory to the Government and shall not be construed as expressing or implying a contractual act of the Government without affirmations by RE/COTR or his duly authorized representative.

D. Before placement and installation of work subject to tests by testing laboratory retained by Department of Veterans Affairs, the Contractor shall notify the Resident

Engineer/Contracting Officers Technical Representative (RE/COTR) in sufficient time to enable testing laboratory personnel to be present at the site in time for proper taking and

01 00 00-2 testing of specimens and field inspection. Such prior notice shall be not less than three work days unless otherwise designated by the RE/COTR.

E. All employees of general contractor 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.

F. Prior to commencing work, general contractor shall provide proof that a 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.

G. Training:

1. All employees of general contractor or subcontractors shall have the 30-hour OSHA certified Construction Safety course and /or other relevant competency training, as determined by VA CP

2. Submit training records of all such employees for approval before the start of work.

1.2 STATEMENT OF BID ITEM(S)

A. Work includes general construction, alterations, roads, walks, grading, drainage, irrigation, crypt placement, electrical work, and necessary removal of existing structures and construction and certain of other items.

1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

A. AFTER AWARD OF CONTRACT, _____ sets of specifications and drawings will be furnished.

B. Additional sets of drawings may be made by the Contractor, at Contractor's expense, from CD furnished by the Issuing Office. CD shall be returned to the Issuing Office immediately after printing is completed.

1.4 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 General Contractor is responsible for assuring that all sub-contractors working on the project and their employees also comply with these regulations.

01 00 00-3

B. Security Procedures:

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

2. For working outside the “regular hours” as defined in the contract, The General

Contractor shall give 3 days notice to the RE/COTR 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

RE/COTR.

4. VA reserves the right to close down or shut down the project site and order General

Contractor’s employees off the premises in the event of a national emergency. The

General Contractor may return to the site only with the written approval of the

RE/COTR.

C. Guards:

1. The General Contractor shall provide unarmed guards at the project site during construction hours.

2. The guard shall have communication devices to report events as directed by VA police.

3. The general Contractor shall install equipment for recording guard rounds to ensure systematic checking of the premises.

D. Key Control:

1. The General Contractor shall provide duplicate keys and lock combinations to the

RE/COTR for the purpose of security inspections of every area of project including tool boxes and parked machines and take any emergency action.

E. 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.

1.5 FIRE SAFETY

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

01 00 00-4

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

E84-2009a ...................... Surface Burning Characteristics of Building Materials

2. National Fire Protection Association (NFPA):

10-2010 .......................... Standard for Portable Fire Extinguishers

30-2008 .......................... Flammable and Combustible Liquids Code

51B-2009 ........................ Standard for Fire Prevention During Welding, Cutting and

Other Hot Work

70-2008 .......................... National Electrical Code

241-2009 ........................ Standard for Safeguarding Construction, Alteration, and

Demolition Operations

3. Occupational Safety and Health Administration (OSHA):

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

B. Fire Safety Plan: Establish and maintain a fire protection program in accordance with 29

CFR 1926. Prior to start of work, prepare a plan detailing project-specific fire safety measures, including periodic status reports, and submit to RE/COTR/Cemetery Director for review for compliance with contract requirements in accordance with Section 01 33

23, SHOP DRAWINGS, PRODUCT DATA AND SAMPLES. Prior to any worker for the contractor or subcontractor’s beginning work, they shall undergo a safety briefing provided by the General Contractor’s competent person per OSHA requirements. This briefing shall include information on the construction limits, safety guidelines, means of egress, break areas, work hours, locations of restrooms, use of NCA equipment, etc.

Documentation shall be provided to the RE/COTR that individuals have undergone the

Contractor’s safety briefing.

C. Site and Building Access: Maintain free and unobstructed access to emergency services and for fire, police and other emergency response forces in accordance with NFPA 241.

D. Separate temporary facilities, such as trailers, storage sheds, and dumpsters, from existing buildings and new construction by distances in accordance with NFPA 241. For small facilities with less than 6 m (20 feet) exposing overall length, separate by 3m (10 feet).

E. Temporary Heating and Electrical: Install, use and maintain installations in accordance with 29 CFR 1926, NFPA 241 and NFPA 70.

F. Means of Egress: Do not block exiting for occupied buildings, including paths from exits to roads. Minimize disruptions and coordinate with RE/COTR/Cemetery Director.

01 00 00-5

G. Egress Routes for Construction Workers: Maintain free and unobstructed egress.

Inspect daily. Report findings and corrective actions weekly to RE/COTR.

H. Fire Extinguishers: Provide and maintain extinguishers in construction areas and temporary storage areas in accordance with 29 CFR 1926, NFPA 241 and NFPA 10.

I. Flammable and Combustible Liquids: Store, dispense and use liquids in accordance with

29 CFR 1926, NFPA 241 and NFPA 30.

J. Hot Work: Perform and safeguard hot work operations in accordance with NFPA 241 and NFPA 51B. Coordinate with RE/COTR. Designate Contractor's responsible project-site fire prevention program manager to permit hot work.

K. Fire Hazard Prevention and Safety Inspections: Inspect entire construction areas weekly. Coordinate with, and report findings and corrective actions weekly to RE/COTR.

L. Smoking: Smoking is prohibited in and adjacent to construction areas inside existing buildings and additions under construction. In separate and detached buildings under construction, smoking is prohibited except in designated smoking rest areas.

M. Dispose of waste and debris in accordance with NFPA 241. Remove from buildings daily.

N. Perform other construction, alteration and demolition operations in accordance with 29

CFR 1926.

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 RE/COTR. 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 trailers, office trailers) and utilities may be erected by the Contractor only with the approval of the RE/COTR 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 RE/COTR, the buildings and utilities may be abandoned and need not be removed.

C. The Contractor shall, under regulations prescribed by the RE/COTR, use only established roadways, or use temporary roadways constructed by the Contractor when and as authorized by the RE/COTR. When materials are transported in prosecuting the

01 00 00-6 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.

E. Workmen are subject to rules of the Cemetery applicable to their conduct.

F. Execute work so as to interfere as little as possible with normal functioning of Cemetery as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being done by others.

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

2. Provide unobstructed access to the Cemetery areas required to remain in operation.

3. Where access by Cemetery 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 and at the discretion of the RE/COTR. All such actions shall be coordinated with the Utility Company involved:

a. 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.

G. Phasing: To insure such executions, the Contractor shall furnish the RE/COTR 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, the Contractor shall notify the RE/COTR two weeks in advance of the proposed date of starting work in each specific area of site, building or portion thereof. Arrange such dates to insure accomplishment of this work in successive phases mutually agreeable to the Cemetery

Director, RE/COTR and Contractor.

H. The Contractor shall take all measures and provide all material necessary for protecting existing equipment and property in affected areas of construction against dust and debris, so that equipment and affected areas to be used in the Cemetery’s operations will not be hindered. The Contractor shall permit access to Department of Veterans

Affairs personnel through other construction areas which serve as routes of access to such affected areas and equipment. Coordinate alteration work in areas occupied by

01 00 00-7

Department of Veterans Affairs so that Cemetery operations will continue during the construction period.

I. Construction Fence: Before construction operations begin, the Contractor shall provide a chain link construction fence, 2.1m (seven feet) minimum height, around the construction area 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 375mm (15 inches). Bottom of fences shall extend to 25mm (one inch) above grade. Remove the fence when directed by RE/COTR.

J. Utilities Services: Maintain existing utility services for the Cemetery at all times. Provide temporary facilities, labor, materials, equipment, connections, and utilities to assure uninterrupted services. Where necessary to cut existing water, 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 RE/COTR.

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

RE/COTR. 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 the RE/COTR, and Cemetery Director’s prior knowledge and written approval. Refer to specification

Sections 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS, 27 05

11 REQUIREMENTS FOR COMMUNICATIONS INSTALLATIONS and 28 05 11, REQUIREMENTS FOR ELECTRONIC SAFETY AND SECURITY INSTALLATIONS for additional requirements.

2. The Contractor shall submit a request to interrupt any such services to RE/COTR, and Cemetery Director, in writing, 48 hours in advance of proposed interruption.

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

3. The 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 the

Cemetery. Interruption time approved by the Cemetery may occur at other than

Contractor's normal working hours.

01 00 00-8

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

5. In case of a contract construction emergency, service will be interrupted on approval of RE/COTR. 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.

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

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

L. Coordinate the work for this contract with other construction operations as directed by

RE/COTR. This includes the scheduling of traffic and the use of roadways.

M. Coordination of Construction with Cemetery Director: The burial activities at a National

Cemetery shall take precedence over construction activities. The Contractor must cooperate and coordinate with the Cemetery Director, through the RE/COTR, 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 sufficiently in advance of Easter

Sunday, Mother's Day, Father's Day, Memorial Day, Veteran's Day and/or Federal holidays, to permit him to clean up all areas of operation adjacent to existing burial plots before these dates.

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

01 00 00-9

1.7 ALTERATIONS

A. Survey: Before any work is started, the Contractor shall make a thorough survey with the

RE/COTR buildings in which alterations occur and areas which are anticipated routes of access, and furnish a report, signed by 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 RE/COTR.

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 RE/COTR, to be in such condition that their use is impossible or impractical, shall be furnished and/or replaced by the Contractor with new items in accordance with specifications which will be furnished by the

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 RE/COTR 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 the Contractor to such flooring and other surfaces, despite protection measures; and, will form the basis for determining extent of repair work required of the Contractor to restore damage caused by the Contractor's workmen in executing work of this contract.

D. Protection: Provide the following protective measures:

01 00 00-10

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. Protect the 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.

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 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 RE/COTR.

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

Contractor from the Cemetery.

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 RE/COTR.

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 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

01 00 00-11 reasonable care in performing the work. If the Contractor fails or refuses to repair the damage promptly, the RE/COTR 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 NCA Central/Cemetery) 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:

1. Designating areas for equipment maintenance and repair;

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

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

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

5. 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 RE/COTR. Existing work to be altered or extended and that is found to be defective in any way, shall be reported to the RE/COTR before it is disturbed.

01 00 00-12

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 the Contractor's own expense, the Contractor shall immediately restore to service and repair any damage caused by the 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 indicated on drawings and 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 the Contract.

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.

1. The indications of physical conditions on the drawings and in the specifications are the result of site investigations by AMEC Environment & Infrastructure, Inc.

B. Subsurface conditions have been developed by core borings and test pits. Logs of subsurface exploration are shown diagrammatically on drawings.

C. A copy of the soil report will be made available for inspection by bidders upon request to the Contracting Officer.

D. The 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 the site of work and logs of borings and, after investigation, decide for themselves the character of materials and make their bids accordingly. Upon proper application to the Department of Veterans

Affairs, bidders will be permitted to make subsurface explorations of their own at site.

01 00 00-13

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 the 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 RE/COTR. The

Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the RE/COTR until authorized to remove them. If such marks are destroyed by the Contractor or through Contractor's negligence before their removal is authorized, the RE/COTR may replace them and deduct the expense of the replacement from any amounts due or to become due to the Contractor.

B. Establish and plainly mark center lines for each building and/or addition to each existing building, lines for each gravesite control monument, and such other lines and grades that are reasonably necessary to properly assure that location, orientation, and elevations established for each such structure and/or addition, roads, parking lots, gravesite control monuments, are in accordance with lines and elevations shown on contract drawings.

C. 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. The Survey 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.

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Furnish such certification to the RE/COTR before any work (such as footings, floor slabs, columns, walls, utilities and other major controlling features) is placed.

D. During progress of work, and particularly as work progresses from floor to floor, the

Contractor shall have line grades and plumbness of all major form work checked and certified by a registered land surveyor or registered civil engineer as meeting requirements of contract drawings. Furnish such certification to the RE/COTR before any major items of concrete work are placed. In addition, the Contractor shall also furnish to the RE/COTR certificates from a registered land surveyor or registered civil engineer that the following work is complete in every respect as required by contract drawings.

1. Lines of each building and/or addition.

2. Elevations of bottoms of footings and tops of floors of each building and/or addition.

3. Lines and elevations of sewers and of all outside distribution systems.

4. Lines of grave plot documentation.

5. Lines of elevations of all swales and interment areas.

6. Lines and elevations of roads, streets and parking lots.

7. Lines and elevations of top of pre-placed crypts.

8. Lines and elevations of grade over pre-placed crypts.

9. Northing/Easting coordinate locations of all water, sanitary, storm, gas and irrigation structures, directional fittings, control wire and lines.

E. Upon completion of the work, the Contractor shall furnish the RE/COTR with reproducible drawings, in Autocad form, at the scale of the contract drawings, showing the finished grade on the grid developed for constructing the work, including burial monuments and fifty foot stationing along new road centerlines. These drawings shall bear the seal of the registered land surveyor or registered civil engineer.

F. 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, which will include all contract changes, modifications and clarifications.

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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 RE/COTR's review, as often as requested.

C. The Contractor shall deliver two approved completed sets of as-built drawings to the

RE/COTR within 15 calendar days after each completed phase and after the acceptance of the project by the RE/COTR.

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 Cemetery property and, when authorized by the RE/COTR, such temporary roads which are necessary in the performance of contract work. Temporary roads shall be constructed by the Contractor at the 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, the Contractor may construct them immediately to facilitate building operations. These roads may be used by all who have business thereon within zone of building operations.

C. 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 the time set for completion of such buildings or parts thereof.

1.16 TEMPORARY TOILETS

A. Provide where directed, (for use of all Contractor's workmen) ample temporary sanitary toilet accommodations with suitable sewer and water connections, or when approved by

RE/COTR provide suitable dry closets where directed. 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.

B. Contractor may have for use of the Contractor's workmen, such toilet accommodations as may be assigned to the Contractor by the Cemetery . The Contractor shall keep such places clean and be responsible for any damage done thereto by the Contractor's workmen. Failure to maintain satisfactory condition in toilets will deprive the Contractor of the privilege to use such toilets.

1.17 AVAILABILITY AND USE OF UTILITY SERVICES

A. The Government shall make all reasonably required amounts of utilities available to the

Contractor from existing outlets and supplies, as specified in the contract. The amount to

01 00 00-16 be paid by the Contractor for chargeable electrical services shall be the prevailing rates charged to the Government. The Contractor shall carefully conserve any utilities furnished without charge.

B. The Contractor, at Contractor's expense and in a workmanlike manner satisfactory to the

RE/COTR, shall install and maintain all necessary temporary connections and distribution lines, and all meters required to measure the amount of electricity used for the purpose of determining charges. Before final acceptance of the work by the

Government, the Contractor shall remove all the temporary connections, distribution lines, meters, and associated paraphernalia.

C. The Contractor shall install meters at the Contractor's expense and furnish the Cemetery a monthly record of the Contractor's usage of electricity as hereinafter specified.

D. Heat: Furnish temporary heat necessary to prevent injury to work and materials through dampness and cold. Use of open salamanders or any temporary heating devices which may be fire hazards or may smoke and damage finished work, will not be permitted.

Maintain minimum temperatures as specified for various materials:

E. Electricity (for Construction and Testing): Furnish all temporary electric services.

1. Obtain electricity by connecting to the Cemetery electrical distribution system. The

Contractor shall meter and pay for electricity required for electric cranes and hoisting devices, electrical welding devices and any electrical heating devices providing temporary heat. Where not available the contractor shall supply power via portable generators at own expense.

F. Water (for Construction and Testing): Furnish temporary water service.

1. Obtain water by connecting to the Cemetery water distribution system. Provide reduced pressure backflow preventer at each connection. Water is available at no cost to the Contractor.

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

RE/COTR's discretion) of use of water from the Cemetery's system.

G. Fuel: Natural and LP gas required for burner cleaning, normal initial burner-burner setup and adjusting, and for performing the specified burner tests will be furnished by the

Government. Fuel required for prolonged burner setup, adjustments, or modifications due to improper design or operation of burner, or control devices shall be furnished by the Contractor at Contractor's expense.

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1.18 TESTS

A. Pre-test mechanical and electrical equipment and systems and make corrections required for proper operation of such systems before requesting final tests. Final test will not be conducted unless pre-tested.

B. Conduct final tests required in various sections of specifications in presence of an authorized representative of the RE/COTR. Contractor shall furnish all labor, materials, equipment, instruments, and forms, to conduct and record such tests.

C. Mechanical and electrical systems shall be balanced, controlled and coordinated. A system is defined as the entire complex 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, hot water, controls and electricity, etc. Another example of a complex which involves several components of different disciplines is a burner installation. Efficient and acceptable burner operation depends upon the coordination and proper operation of fuel, combustion air, controls, and other related components.

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

E. 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.

1.19 INSTRUCTIONS

A. The Contractor shall furnish Maintenance and Operating manuals and verbal instructions when required by the various sections of the specifications and as hereinafter specified.

B. Manuals: Maintenance and operating manuals (four copies each) for each separate piece of equipment shall be delivered to the RE/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

01 00 00-18 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: the Contractor shall provide qualified, factory-trained manufacturers' representatives to give detailed instructions 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 RE/COTR and shall be considered concluded only when the RE/COTR is satisfied in regard to complete and thorough coverage. The Department of Veterans Affairs reserves the right to request the removal of, and substitution for, any instructor who, in the opinion of the RE/COTR, does not demonstrate sufficient qualifications in accordance with requirements for instructors above.

1.20 GOVERNMENT-FURNISHED PROPERTY

A. The Government shall deliver to the Contractor, the Government-furnished property shown on the drawings.

B. Equipment furnished by the Government to be installed by the Contractor will be furnished to the Contractor at the Cemetery

C. Storage space for equipment will be provided by the Government and the Contractor shall be prepared to unload and store such equipment therein upon its receipt at the

Cemetery

D. Notify RE/COTR in writing, 60 days in advance, of date on which Contractor will be prepared to receive equipment furnished by Government. Arrangements will then be made by the Government for delivery of equipment.

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1. Immediately upon delivery of equipment, the Contractor shall arrange for a joint inspection thereof with a representative of the Government. At such time the

Contractor shall acknowledge receipt of equipment described, make notations, and immediately furnish the Government representative with a written statement as to its condition or shortages.

2. The Contractor thereafter is responsible for such equipment until such time as acceptance of contract work is made by the Government.

E. Equipment furnished by the Government will be delivered in a partially assembled

(knock down) condition in accordance with existing standard commercial practices, complete with all fittings, fastenings, and appliances necessary for connections to respective services installed under contract. All fittings and appliances (i.e., couplings, ells, tees, nipples, piping, conduits, cables, and the like) necessary to make the connection between the Government furnished equipment item and the utility stub-up shall be furnished and installed by the contractor at no additional cost to the

Government.

F. Completely assemble and install the Government furnished equipment in place ready for proper operation in accordance with specifications and drawings.

G. Furnish supervision of installation of equipment at construction site by qualified factory trained technicians regularly employed by the equipment manufacturer.

1.21 RELOCATED ITEMS

A. Contractor shall disconnect, dismantle as necessary, remove and reinstall in new location, all existing items indicated by symbol "R" or otherwise shown to be relocated by the Contractor.

B. Perform relocation of such equipment or items at such times and in such a manner as directed by the RE/COTR.

C. Suitably cap existing service lines, such as water, drain, gas, air, and/or electrical, whenever such lines are disconnected from equipment to be relocated. Remove abandoned lines in finished areas and cap as specified herein before under paragraph

"Abandoned Lines".

D. Provide all mechanical and electrical service connections, fittings, fastenings and any other materials necessary for assembly and installation of relocated equipment; and leave such equipment in proper operating condition.

01 00 00-20

E. All service lines such as noted above for relocated equipment shall be in place at point of relocation ready for use before any existing equipment is disconnected. Make relocated existing equipment ready for operation or use immediately after reinstallation.

1.22 CONSTRUCTION DIGITAL IMAGES

A. During the construction period through completion, furnish Department of Veterans

Affairs with _____…

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