S02_Attachment - Specs Volume 1 832CM3036 Biloxi.pdf
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Biloxi National Cemetery Gravesite Expansion and FCA Deficiencies - Master Specifications Volume 1
This is a comprehensive Master Specifications document for the Biloxi National Cemetery Gravesite Expansion & FCA Deficiencies project (Project Number 832CM3036) in Biloxi, Mississippi. The specification covers Divisions 1 through 28 and encompasses general requirements, construction procedures, materials standards, and quality control requirements for a large-scale cemetery expansion and infrastructure improvement project managed by the Department of Veterans Affairs National Cemetery Administration.
The project encompasses multiple construction disciplines including site civil work, demolition, precast concrete burial crypts (double depth lawn crypts), masonry restoration, metal fabrications, carpentry, exterior signage (including monuments and plaques), flagpoles, and complete mechanical and plumbing systems. Key deliverables include expansion of burial sections, new burial sections, FCA deficiency corrections, site utilities, and associated infrastructure. Specifications detail requirements for burial crypt fabrication and installation with structural design by licensed engineers, precast concrete materials containing minimum 15% fly ash or pozzolans, custom high-pressure laminate graphic panels for exterior signage, and comprehensive plumbing systems with premium efficiency motors and NSF-certified materials. Special requirements include critical path method scheduling, quality control management with three-phase inspection (preparatory, initial, and follow-up), independent testing laboratory services, special inspections compliance, construction waste management with 50% minimum diversion rate, and detailed as-built documentation. The specifications emphasize accessibility for maintenance and operations personnel, environmental protection, sustainable materials selection with bio-based content where applicable, and compliance with current International Building Code standards. General contractor must provide experienced installer qualifications, detailed submittals for coordination approval, comprehensive operations and maintenance manuals, and perform final systems testing before beneficial use acceptance by the government.
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NCA MASTER SPECIFICATIONS
VOLUME 1
(Division 1 through Division 28)
Biloxi National Cemetery Gravesite Expansion & FCA Deficiencies Biloxi, MS
Project Specifications – Volume 1 Project Number: 832CM3036
Prepared for:
US Department of Veterans Affairs National Cemetery Administration 425 I Street, NW Washington DC, 20001
Prepared by
ST
ATE OF GEORG
I A
Ce rti f ie d Irr igat ion Des igner
46102
JO
HN D. LEONARD
I R R
I G A T I O N A S SOC I AT IO
N
06-01-25
00 01 10-1
DEPARTMENT OF VETERANS AFFAIRS
VHA MASTER SPECIFICATIONS
TABLE OF CONTENTS
Section 00 01 10
SECTION NO DIVISION AND SECTION TITLES DATE
DIVISION 00 - SPECIAL SECTIONS
00-01-10 Table of Contents 06-25 00 01 15 List of Drawing Sheets 11-25
DIVISION 01 - GENERAL REQUIREMENTS
01 00 00 General Requirements 01-25 01 00 02 General Requirements (Minor NCA Projects) 10-23 01 32 16.15 Project Schedules (Small Projects – Design/Bid/Build 01-24 01 33 23 Shop Drawings, Product Data, and Samples 06-25 01-35-26 Safety Requirements 05-24 01 42 19 Reference Standards 11-20 01 45 00 Quality Control 02-21 01 45 29 Testing Laboratory Services 11-18 01 45 35 Special Inspections 06-21 01 52 13 Temporary Modular Building Systems 08-30 01 57 19 Temporary Environmental Controls 01-21 01 74 19 Construction Waste Management 04-22
DIVISION 02 – EXISTING CONDITIONS
02 41 00 Demolition 08-17
DIVISION 03 – CONCRETE
03 30 00 Cast-in-Place Concrete 01-21
03 48 21 Precast Concrete Burial Crypts (Double Depth Lawn
Crypt) 05-25
DIVISION 04 – MASONRY
04 01 00 Maintenance of Masonry 01-21 04 01 40 Maintenance of Stone Assmblies 04 05 13 Masonry Mortaring 10-17 04 05 16 Masonry Grouting 01-21 04 20 00 Unit Masonry 08-17
DIVISION 05 – METALS
05 50 00 Metal Fabrications 08-18
00 01 10-2
SECTION NO DIVISION AND SECTION TITLES DATE
DIVISION 06 – WOOD, PLASTICS AND COMPOSITES
06 10 00 Rough Carpentry 10-17 06 20 00 Finish Carpentry 01-21
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 01 50.19 Preparation for Re-Roofing 01-21 07 21 13 Thermal Insulation 01-21 07 27 27 Fluid-Applied Membrane Air Barrier, Vapor Retarding 01-21 07 40 00 Roofing and Siding Panels 01-21 07 60 00 Flashing and Sheet Metal 01-21 07 71 00 Roof Specialties 01-21 07 81 00 Applied Fireproofing 07-23 07 84 00 Firestopping 01-21 07 92 00 Joint Sealants 04-22 07 95 13 Expansion Joint Cover Assemblies 01-21
DIVISION 08 - OPENINGS
08 06 71 Door Hardware Schedule 08 11 13 Hollow Metal Doors and Frames 01-21 08 14 00 Interior Wood Doors 01-21 08 31 13 Access Doors and Frames 06-25 08 51 13 Aluminum Windows 01-21 08 71 00 Door Hardware 03-24 08 80 00 Glazing 01-21 08 90 00 Louvers and Vents 01-21
DIVISION 09 – FINISHES
09 05 16 Subsurface Preparation for Floor Finishes 01-21 09 06 00 Schedule for Finishes 01-21 09 29 00 Gypsum Board 04-20 09 30 13 Ceramic/Porcelain Tiling 01-21 09 65 13 Resilient Base and Accessories 01-21 09 65 19 Resilient Tile Flooring 05-18 09 91 00 Painting 01-21
DIVISION 10 – SPECIALTIES
10 11 13 Chalkboards and Markerboards 01-21 10 11 23 Tackboards 01-21 10 14 00 Signage 01-21 10 14 00.10 Exterior Signage – Monuments and Plaques 01-26 10 21 13 Toilet Compartments 01-21 10 21 16 Shower and Dressing Compartments 01-21 10 26 00 Wall and Door Protection 01-21 10 28 00 Toilet, Bath, and Laundry Accessories 01-21 10 44 13 Fire Extinguisher Cabinets 08-18
00 01 10-3
SECTION NO DIVISION AND SECTION TITLES DATE
10 75 00 Flagpoles 01-21
DIVISION 12 – FURNISHINGS
12 24 00 Window Shades 08-17 12 32 00 Manufactured Wood Casework 01-21 12 36 00 Countertops 12-23
DIVISION 22 – PLUMBING
22 05 11 Common Work Results for Plumbing 01-23 22 05 12 General Motor Requirements for Plumbing Equipment 09-20 22 05 19 Meters and Gages for Plumbing Piping 09-20 22 05 23 General-Duty Valves for Plumbing Piping 09-20 22 07 11 Plumbing Insulation 09-19 22 08 00 Commissioning of Plumbing Systems 01-21 22 11 00 Facility Water Distribution 05-21 22 11 23 Domestic Water Pumps 09-15 22 13 00 Facility Sanitary and Vent Piping 09-20 22 33 00 Electric Domestic Water Heaters 09-20 22 40 00 Plumbing Fixtures 05-24
DIVISION 23 – HEATING, VENTILATING, AND AIR
CONDITIONING (HVAC)
23 05 11 Common Work Results for HVAC 03-23 23 05 12 General Motor Requirements for HVAC and Steam
Generation Equipment 03-23
23 05 41 Noise and Vibration Control for HVAC Piping and Equipment
03-23
23 05 93 Testing, Adjusting, and Balancing for HVAC 03-23 23 07 11 HVAC and Boiler Plant Insulation 02-20 23 23 00 Refrigerant Piping 03-24 23 31 00 HVAC Ducts and Casings 03-23 23 34 00 HVAC Fans 03-23 23 37 00 Air Outlets and Inlets 03-23 23 81 00 Decentralized Unitary HVAC Equipment 03-24 23 81 43 Air-Source Unitary Heat Pumps 03-23
DIVISION 26 – ELECTRICAL
26 05 11 Requirements for Electrical Installations 11-22 26 05 19 Low-Voltage Electrical Power Conductors and Cables 11-22 26 05 26 Grounding and Bonding for Electrical Systems 11-22 26 05 33 Raceway and Boxes for Electrical Systems 11-22 26 08 00 Commissioning of Electrical Systems 11-22 26 09 23 Lighting Controls 11-22 26 24 16 Panelboards 11-22 26 27 26 Wiring Devices 11-22 26 29 21 Enclosed Switches and Circuit Breakers 11-22 26 51 00 Interior Lighting 03-24
00 01 10-4
SECTION NO DIVISION AND SECTION TITLES DATE
26 56 00 Exterior Lighting 11-22
DIVISION 27 – COMMUNICATIONS
27 05 11 Requirements for Communications Installations 09-19 27 05 26 Grounding and Bonding for Communications Systems 06-15 27 05 33 Raceways and Boxes for Communications Systems 10-18 27 10 00 Control, Communication and Signal Wiring 06-15 27 15 00 Communications Structured Cabling 01-16
DIVISION 28 – ELECTRONIC SAFETY AND SECURITY
28 05 28.33 Conduits and Backboxes for Electronic Safety and
Security 09-11
28 31 00 Fire Detection and Alarm 10-11
DIVISION 31 – EARTHWORK
31 20 00 Earthwork 08-23 31 23 19 Dewatering 10-12
DIVISION 32 – EXTERIOR IMPROVEMENTS
32 05 23 Cement and Concrete for Exterior Improvements 08-16 32 12 16 Asphalt Paving 09-15 32 17 23 Pavement Markings 08-16 32 31 13 Chain Link Fences and Gates 06-18 32 33 00 Site Furnishings 06-25 32 84 00 Planting Irrigation 08-16 32 90 00 Planting 08-16
DIVISION 33 – UTILITIES
33 40 00 Storm Sewer Utilities 12-17
05-01-20
00 01 15 - 1
SECTION 00 01 15
LIST OF DRAWING SHEETS
The drawings listed below accompanying this specification form a part of the contract.
1. GI001 COVER SHEET
SITE/CIVIL
2. CI001 CIVIL NOTES, SYMBOLS, AND ABBREVIATIONS
3. V-100 OVERALL EXISTING CONDITIONS PLAN
4. VL101 EXISTING CONDITIONS PLAN
5. VL102 EXISTING CONDITIONS PLAN
6. VL103 EXISTING CONDITIONS PLAN
7. VL104 EXISTING CONDITIONS PLAN
8. VL105 EXISTING CONDITIONS PLAN
9. VL106 EXISTING CONDITIONS PLAN
10. VL201 EXISTING STORM SEWER EXHIBIT
11. B-100 BORING LOCATION PLAN
12. B-101 BORING LOGS
13. B-102 BORING LOGS
14. B-103 BORING LOGS
15. B-104 BORING LOGS
16. C-100 OVERALL SITE DEVELOPMENT PLAN
17. CI200 CONSTRUCTION SEQUENCING PLAN
18. GC001 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
19. GC010 OVERALL TEMPORARY CONSTRUCTION FENCING PLAN
20. GC011 TEMPORARY CONSTRUCTION FENCING PLAN
21. GC012 TEMPORARY CONSTRUCTION FENCING PLAN
22. GC101 OVERALL EROSION AND SEDIMENT CONTROL PLAN
23. GC102 EROSION AND SEDIMENT CONTROL PLAN
24. GC103 EROSION AND SEDIMENT CONTROL PLAN
25. CD100 OVERALL SITE DEMOLITION PLAN
26 CD101 SITE DMOLITION PLAN
27. CD102 SITE DEMOLITION PLAN
28. CD103 SITE DEMOLITION PLAN
29. CD104 SITE DEMOLITION PLAN
30. CD105 SITE DMOLITION PLAN
00 01 15 - 2
31. CD106 SITE DEMOLTION PLAN
32. CS101 SITE LAYOUT AND UTILITY PLAN
33. CS102 SITE LAYOUT AND UTILITY PLAN
34. CS103 SITE LAYOUT AND UTILITY PLAN
35. CS104 SITE LAYOUT AND UTILITY PLAN
36. CS105 SITE LAYOUT AND UTILITY PLAN
37. CS106 SITE LAYOUT AND UTILITY PLAN
38. CU201 STORM SEWER PROFILES
39. CU231 EXISTING WATER MAIN PLAN, PROFILE, AND DETAILS
40. CG150 GRADING AND UTILITY ENLARGEMENT OVERALL KEY MAP
41. CG151 GRADING AND UTILITY ENLARGEMENT PLAN
42. CG152 GRADING AND UTILITY ENLARGEMENT PLAN
43. CG153 GRADING AND UTILITY ENLARGEMENT PLAN
44. CG154 GRADING AND UTILITY ENLARGEMENT PLAN
45. CG155 GRADING AND UTILITY ENLARGEMENT PLAN
46. CG156 GRADING AND UTILITY ENLARGEMENT PLAN
47. CG157 GRADING AND UTILITY ENLARGEMENT PLAN
48. CG158 GRADING AND UTILITY ENLARGEMENT PLAN
49. CG159 GRADING AND UTILITY ENLARGEMENT PLAN
50. CG160 GRADING AND UTILITY ENLARGEMENT PLAN
51. CG161 GRADING AND UTILITY ENLARGEMENT PLAN
52. CG162 GRADING AND UTILITY ENLARGEMENT PLAN
53. CG163 GRADING AND UTILITY ENLARGEMENT PLAN
54. CG164 GRADING AND UTILITY ENLARGEMENT PLAN
55. CG165 GRADING AND UTILITY ENLARGEMENT PLAN
56. CG166 GRADING AND UTILITY ENLARGEMENT PLAN
57. CG167 GRADING AND UTILITY ENLARGEMENT PLAN
58. CS150 BURIAL SECTION NUMBERING OVERALL KEY MAP
59. CS151 BURIAL SECTION NUMBERING PLAN – AC & JJ
60. CS152 BURIAL SECTION NUMBERING PLAN - II
61. CS153 BURIAL SECTION NUMBERING PLAN - EE
62. CS154 BURIAL SECTION NUMBERING PLAN - T
63. CS155 BURIAL SECTION NUMBERING PLAN – FF & S
64. CS156 BURIAL SECTION NUMBERING PLAN - R
65. CS157 BURIAL SECTION NUMBERING PLAN - Q
66. CS158 BURIAL SECTION NUMBERING PLAN – LL & MM
67. CS159 BURIAL SECTION NUMBERING PLAN – D & P
68. CS160 BURIAL SECTION NUMBERING PLAN - 53
00 01 15 - 3
69. CS161 BURIAL SECTION NUMBERING PLAN – 56, 57, & 60
70. CS501 SITE DETAILS
71. CS502 SITE DETAILS
72. CS503 SITE DETAILS
73. CS504 SITE DETAILS
74. CS505 SITE DETAILS
SIGNAGE AND SITE FURNISHINGS
75. CS601 SITE MONUMENT AND SIGNAGE PLAN
76. CS701 MONUMENT DETAILS
77. CS702 SIGNAGE DETAILS - 1
78. CS703 SIGNAGE DETAILS - 2
79. CS704 SITE FURNISHING DETAILS - 1
80. CS705 SITE FURNISHING DETAILS - 2
LANDSCAPING
81. LP101 LANDSCAPE PLAN
82. LP102 ENLARGED LANDSCAPE PLAN - 1
83. LP103 ENLARGED LANDSCAPE PLAN - 2
84. LP104 ENLARGED LANDSCAPE PLAN - 3
85. LP105 ENLARGED LANDSCAPE PLAN - 4
86. LP106 ENLARGED LANDSCAPE PLAN - 5
87. LP107 ENLARGED LANDSCAPE PLAN - 6
88. LP501 LANDSCAPE DETAILS
IRRIGATION
89. LI001 IRRIGATION COVER SHEET
90. LI002 IRRIGATION DEMOLITION PLAN
91. LI003 IRRIGATION DEMOLITION PLAN
92. LI101 IRRIGATION PLAN
93. LI102 IRRIGATION PLAN
94. LI103 IRRIGATION PLAN
95. LI104 IRRIGATION PLAN
95. LI105 IRRIGATION PLAN
97. LI106 IRRIGATION PLAN
98. LI201 IRRIGATION COVERAGE PLAN
99. LI202 IRRIGATION COVERAGE PLAN
100. LI203 IRRIGATION COVERAGE PLAN
00 01 15 - 4
101. LI204 IRRIGATION COVERAGE PLAN
102. LI205 IRRIGATION COVERAGE PLAN
103. LI206 IRRIGATION COVERAGE PLAN
104. LI501 IRRIGATION DETAILS
105 LI502 IRRIGATION DETAILS
ARCHITECTURAL
106. AG001 ARCHITECTURAL ABBREVIATIONS, LEGENDS AND NOTES
107. AS101 ARCHITECTURAL SITE PLAN
108. AD101 MAINTENANCE BUILDING - FIRST FLOOR - DEMOLITION PLAN
109. AE101 MAINTENANCE BUILDING - FIRST FLOOR - FLOOR PLAN
110. AE102 MAINTENANCE BUILDING - ROOF PLAN
111. AE103 MAINTENANCE STORAGE BUILDINGS - FLOOR PLANS
112. AE104 PUMP HOUSE HEADSTONE STORAGE BUILDINGS - FLOOR PLAN
113. AE105 PUMP HOUSE - ROOF PLAN
114. AC101 FIRST FLOOR - REFLECTED CEILING PLAN
115. AE200 MAINTENANCE - EXTERIOR ELEVATIONS
116. AE201 GRAVEL STORAGE - EXTERIOR ELEVATION
117. AE202 PUMP HOUSE - EXTERIOR ELEVATIONS
118. AE301 BUILDING SECTIONS
119. AE302 EXTERIOR DETAILS
120. AE401 LARGE SCALE PLANS
121. AE701 DOOR AND FRAME TYPES, DETAILS AND DOOR SCHEDULE
122. AE801 PARTITION TYPES
123. AE902 MOUNTING HEIGHTS
124. AE904 CASEWORK DETAILS
125. AE905 INTERIOR ELEVATIONS
126. IN101 FIRST FLOOR - INTERIOR FLOOR FINISH PLAN
127. QH101 FIRST FLOOR - EQUIPMENT PLAN
00 01 15 - 5
MECHANICAL
128. M-001 MECHANICAL NOTES, LEGENDS, & SYMBOLS
129. MD101 FLOOR PLAN - MAINTENANCE - MECHANICAL - DEMOLITION
130. MD102 FLOOR PLAN - ADMIN/PIC - MECHANICAL - DEMOLITION
131. MH101 FLOOR PLAN - MAINTENANCE - MECHANICAL - NEW WORK
132. MH102 FLOOR PLAN - ADMIN/PIC - MECHANICAL - NEW WORK
133. M-501 MECHANICAL DETAILS
134. M-701 MECHANICAL CONTROLS
135. M-801 MECHANICAL SCHEDULES
PLUMBING
136. P-001 PLUMBING NOTES, LEGENDS, & SYMBOLS
137. PD101 FLOOR PLAN - DWV PIPING - DEMOLITION
138. PD102 FLOOR PLAN - PRESSURE PIPING - DEMOLITION
139. PS101 FLOOR PLAN - DWV PIPING - NEW WORK
140. PP101 FLOOR PLAN - PRESSURE PIPING - NEW WORK
141. P-501 PLUMBING DETAILS
142. P-601 PLUMBING ISOMETRICS
143. P-801 PLUMBING SCHEDULES
ELECTRICAL
144. E-001 ELECTRICAL LEGENDS & SYMBOLS
145. E-002 ELECTRICAL GENERAL NOTES
146. ED101 MAINTENANCE BLDG - LIGHTING - DEMOLITION
147. ED102 MAINTENANCE BLDG - ELECTRICAL - DEMOLITION
148. ED103 ADMINISTRATION BLDG - ELECTRICAL DEMOLITION
149. EL101 MAINTENANCE BLDG - LIGHTING - NEW WORK
150. EL102 ADMINISTRATION BLDG - LIGHTING - NEW WORK
151. EP101 MAINTENANCE BLDG - ELECTRICAL - NEW WORK
152. EP102 ADMINISTRATION BLDG - ELECTRICAL - NEW WORK
153. E-501 ELECTRICAL DETAILS
154. E-601 ELECTRICAL DIAGRAMS
155. E-801 ELECTRICAL SCHEDULES
FIRE SAFETY
156. FA001 FIRE ALARM LEGENDS & SYMBOLS
157. FD101 FLOOR PLAN - FIRE ALARM - DEMOLITION
158. FA101 FLOOR PLAN - FIRE ALARM - NEW WORK
00 01 15 - 6
TELECOMMUNICATION
159. T-001 TECHNOLOGY LEGEND, ABBREVIATIONS, & GENERAL NOTES
160. TD101 FLOOR PLAN - TECHNOLOGY - DEMOLITION
161. TN101 FLOOR PLAN - DATA/ACCESS CONTROL/CCTV - NEW WORK
162. T-501 TECHNOLOGY - DETAILS
STRUCTURAL
163. S-001 GENERAL NOTES AND ABBREVIATIONS
164. SD101 MAINTENANCE BUILDING DEMOLITION PLAN
165. SD102 PUMPHOUSE DEMOLITION PLAN
166. SS101 MAINTENANCE BUILDING ADDITION STRUCTURAL PLANS
167. SS102 MAINTENANCE BUILDING ADDITION ROOF FRAMING PLAN
168. SS103 GRAVEL STORAGE AND STORAGE BUILDING ROOF FRAMING PLAN
169. SS104 PUMPHOUSE ROOF FRAMING PLAN
170. S-301 CONCRETE AND MASONRY DETAILS AND SECTIONS
171. S-601 WOOD DETAILS AND SECTIONS
10-01-23 i
SECTION 01 00 02
GENERAL REQUIREMENTS (MINOR NCA PROJECTS)
TABLE OF CONTENTS
1.1 GENERAL INTENTION
1.2 STATEMENT OF BID ITEM(S)
1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR
1.4 FIRE SAFETY
1.5 OPERATIONS AND STORAGE AREAS
1.6 ALTERATIONS
1.7 DISPOSAL AND RETENTION
1.8 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,
UTILITIES, AND IMPROVEMENTS
1.9 RESTORATION
1.10 PHYSICAL DATA
1.11 PROFESSIONAL SURVEYING SERVICES
1.12 LAYOUT OF WORK
1.13 AS-BUILT DRAWINGS
1.14 USE OF ROADWAYS
1.15 RE FIELD OFFICE
1.16 TEMPORARY TOILETS
1.17 AVAILABILITY AND USE OF UTILITY SERVICES
1.18 INSTRUCTIONS
1.19 GOVERNMENT-FURNISHED PROPERTY
1.20 CONSTRUCTION SIGN
1.21 SAFETY SIGN
1.22 CONSTRUCTION DIGITAL IMAGES
1.23 FINAL ELEVATION PHOTOGRAPHS
1.24 HISTORIC PRESERVATION
1.25 PROJECT HEALTH AND SAFETY PLAN
ii
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GENERAL REQUIREMENTS
01 00 02 - 1
SECTION 01 00 02
GENERAL REQUIREMENTS (MINOR NCA PROJECTS)
1.1 GENERAL INTENTION
A. Contractor shall completely prepare site for building operations, including demolition and removal of existing structures, and furnish labor, materials, equipment and services and perform and complete all work for The Biloxi National Cemetery Gravesite Expansion and FCA
Deficiencies project as required by drawings and specifications.
B. Visits to the site by Bidders may be made only by appointment with the
Cemetery Director.
C. Offices of Integrity Federal Services, as Architect-Engineers (A/E), may 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 Resident Engineer/Contracting
Officers Representative (RE/COR) or his duly authorized representative.
D. All Testing Laboratory services will be retained and paid for by the
Contractor (see Spec Section 01 45 29, Testing Laboratory Services).
However, the Department of Veterans Affairs may elect to retain its own
Testing Laboratory for any purpose. Before placement and installation of work subject to tests by testing laboratory retained by Department of Veterans Affairs, the Contractor shall notify the RE/COR in sufficient time to enable testing laboratory personnel to be present at the site in time for proper taking and testing of specimens and field inspection. Such prior notice shall be not less than three workdays unless otherwise designated by the RE/COR.
E. All employees of general contractor and subcontractors shall comply with VA security management program and security requirements if established by the RE/COR, be identified by name and employer. They shall be restricted from unauthorized access.
F. Prior to commencing work, general contractor shall provide proof that an OSHA certified “competent person” (CP) (29 CFR 1926.20(b)(2) will maintain a presence at the work site whenever the general or subcontractors are present.
G. Training:
1. All employees of general contractor or subcontractors shall, at the minimum, have successfully completed the 30-hour OSHA certified
01 00 02 - 2
Construction Safety course and/or other relevant competency training, as determined by VA CP.
2. Submit OSHA training records of all employees for approval before the start of work.
1.2 STATEMENT OF BID ITEM(S)
A. ITEM I, GENERAL CONSTRUCTION: Installation of all work shown on the plans and described in the specifications including but not limited to:
Expansion of burial sections, new burial sections, FCA deficiencies, associated infrastructure, and all other improvements identified in the
Project Drawings.
1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR
A. AFTER AWARD OF CONTRACT, _____ bond paper set(s) of specifications and drawings will be furnished. These drawings and specifications will consist of those returned by prospective bidders.
B. Additional sets of drawings may be made by the Contractor, at
Contractor's expense, from Bond, Mylar, or digital files furnished by the Issuing Office.
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.
B. Security Procedures:
1. General Contractor’s employees shall not enter the project site without an appropriate badge and/or not enter the site without following the procedures approved by the RE/COR. 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 appropriate arrangements can be provided for the Cemetery employees. This notice is separate from any notices required for utility shutdown described later in this section.
01 00 02 - 3
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/COR.
C. Guards:
1. The General Contractor shall provide unarmed guards at the project site when theft or vandalism warrants.
D. Key Control:
1. The General Contractor shall provide duplicate keys and lock combinations to the RE/COR for the purpose of security inspections of every area of project including toolboxes and parked machines, and to take any necessary emergency action.
E. Document Control:
1. Before starting any work, the General Contractor/Sub Contractors shall submit an electronic security memorandum describing the approach to following goals and maintaining confidentiality of
“sensitive information”.
2. The General Contractor 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 RE/COTR upon request.
4. These security documents shall not be removed or transmitted from the project site without the written approval of RE/COR.
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.
6. Notify RE/COR immediately when there is a loss or compromise of
“sensitive information”.
7. All electronic information shall be stored in a specified location following VA standards and procedures using an Engineering Document
Management Software (EDMS).
01 00 02 - 4
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 before the date and time of access in accordance with requirements of the
RE/COR. Access shall be restricted to picking up and dropping off materials and supplies.
1.5 APPLICABLE PUBLICATIONS
A. Applicable Publications: Publications listed below form part of this
Article to the extent referenced. Publications are referenced in text by basic designations only.
1. American Society for Testing and Materials (ASTM):
E84-22 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
1.6 FIRE SAFETY :
A. 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/COR/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
01 00 02 - 5 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/COR that individuals have undergone the Contractor’s safety briefing.
B. 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.
C. 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).
D. Temporary Construction Partitions:
1. Install and maintain temporary construction partitions to provide smoke-tight separations between construction areas and adjoining areas. Construct partitions of gypsum board or treated plywood
(flame spread rating of 25 or less in accordance with ASTM E84) on both sides of fire-retardant treated wood or metal steel studs.
Extend the partitions through suspended ceilings to floor slab deck or roof. Seal joints and penetrations. At door openings, install
Class C, ¾ hour fire/smoke rated doors with self-closing devices.
2. Install fire-rated temporary construction partitions as shown on drawings to maintain integrity of existing exit passageways, fire-rated enclosures of hazardous areas, horizontal exits, smoke barriers, and opening enclosures.
3. Close openings in smoke barriers and fire-rated construction to maintain fire ratings. Seal penetrations with listed through-penetration firestop materials in accordance with Section 07 84 00, FIRESTOPPING.
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/COR/Cemetery Director.
G. Egress Routes for Construction Workers: Maintain free and unobstructed egress. Inspect daily. Report findings and corrective actions weekly to
RE/COR.
01 00 02 - 6
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. Existing Fire Protection: Do not impair automatic sprinklers, smoke and heat detection, and fire alarm systems, except for portions immediately under construction, and temporarily for connections. Request interruptions in accordance with Article, OPERATIONS AND STORAGE AREAS, and coordinate with RE/COTR. All existing or temporary fire protection systems (fire alarms) located in construction areas shall be tested as coordinated with the Cemetery. Parameters for the testing and results of any tests performed shall be recorded by the Cemetery and copies provided to the RE/COTR.
K. Smoke Detectors: Prevent accidental operation. Remove temporary covers at end of work operations each day. Coordinate with RE/COTR.
L. Hot Work: Perform and safeguard hot work operations in accordance with
NFPA 241 and NFPA 51B. Coordinate with RE/COR. Designate Contractor's responsible project-site fire prevention program manager to permit hot work. Coordinate with RE/COR.
M. Fire Hazard Prevention and Safety Inspections: Inspect entire construction areas weekly. Coordinate with, and report findings and corrective actions weekly to RE/COR.
N. 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.
O. Dispose of waste and debris in accordance with NFPA 241. Remove from buildings daily and site weekly.
P. Perform other construction, alteration and demolition operations in accordance with 29 CFR 1926.
1.7 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/COR. The Contractor shall hold and save the Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance.
01 00 02 - 7
B. Temporary buildings (e.g., storage trailers, office trailers) and utilities may be erected by the Contractor only with the approval of the RE/COR 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/COR, the buildings and utilities may be abandoned and need not be removed.
C. The Contractor shall, under regulations prescribed by the RE/COR, use only established roadways, or use temporary roadways constructed by the
Contractor when and as authorized by the RE/COR. 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.
D. Working space and space available for storing materials shall be as determined by the RE/COR with agreement of the Cemetery. Contractor parking will be only in areas and on roadways designated and agreed to by the RE/COR in agreement of the Cemetery.
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. Schedule delivery of materials and equipment to immediate construction working areas within buildings in use by the Cemetery in quantities sufficient for not more than two workdays. 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. If applicable, ll such actions shall be coordinated with the Utility
Company involved:
01 00 02 - 8
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 ensure such executions, the Contractor shall furnish the
RE/COR with a schedule of approximate phasing 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/COR two weeks in advance of the proposed date of starting work in each specific area of site, building or portion thereof. Arrange such phasing dates to ensure accomplishment of this work in successive phases mutually agreeable to the Cemetery Director, RE/COR and
Contractor.
H. Building(s) will be occupied during performance of work ; but immediate areas of alterations will be vacated.
//1. Certain areas of Building(s) will be occupied by Cemetery personnel for various periods during construction. Phasing of work shall be furnished by the contractor and approved by the RE/COR.
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 Cemetery personnel through other construction areas which serve as routes of access to such affected areas and equipment. Coordinate alteration work in areas occupied by Cemetery Staff 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
01 00 02 - 9 wires spaced at maximum 375mm (15 inches). Bottom of fences shall extend to 25mm (one inch) above grade. The temporary fencing shall encompass the construction work area(s) to serve as a pedestrian barrier to alert cemetery patrons of the construction site. Remove the fence when directed by RE/COR.
J. When a building is turned over to Contractor, Contractor shall accept entire responsibility, therefore.
1. The Contractor shall maintain a minimum temperature of 4 degrees C
(40 degrees F) at all times, except as otherwise specified.
2. The Contractor shall maintain in operating condition existing fire protection and alarm equipment. In connection with fire alarm equipment, the Contractor shall make arrangements for pre-inspection of the site with Fire Department or Company (Department of Veterans
Affairs or municipal) whichever will be required to respond to an alarm from the Contractor's employee.
K. 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/COR. All such actions shall be coordinated with the Utility Company involved.
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/COR. Electrical work shall be accomplished with all affected circuits or equipment de-energized. When an electrical outage cannot be accomplished, work on any energized circuits or equipment shall not commence without the
RE/COR, and Cemetery Director’s prior knowledge and written approval.
2. The Contractor shall submit a request to interrupt any such services to both RE/COR and the 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.
01 00 02 - 10
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 and RE/COR may occur at other than
Contractor's normal working hours.
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/COR.
5. In case of a contract construction emergency, service will be interrupted on approval of RE/COR. 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.
L. 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. The lines shall not be capped in finished areas, but shall be removed and sealed, capped or plugged-in ceilings, within furred spaces, in unfinished areas, or within walls or partitions; so that they are completely behind the finished surfaces.
M. 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/COR.
N. Coordinate the work for this contract with other construction operations as directed by RE/COR. This includes the scheduling of traffic and the use of roadways, as specified in Article, USE OF
ROADWAYS.
O. Coordination of Construction with Cemetery Director: The burial activities at a National Cemetery shall take precedence over
01 00 02 - 11 construction activities. The Contractor must cooperate and coordinate with the Cemetery Director, through the RE/COR, in arranging construction schedule to cause the least possible interference with
Cemetery activities in actual burial areas. Construction noise during the committal 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.
1.8 ALTERATIONS
A. Survey: Before any work is started, the Contractor shall make a thorough survey with the RE/COR of areas in which alterations occur and areas which are anticipated routes of access, and furnish a signed report, 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.
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/COR.
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/COR, 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
01 00 02 - 12 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/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 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:
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, any indicated 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.
1.9 ENVIRONMENTAL CONTROLS
A. In general, following preventive measures shall be adopted during construction to keep down dust and prevent mold.
1. Dampen debris to keep down dust and provide temporary construction partitions in existing structures were directed by RE/COR. Block off ducts and diffusers to prevent circulation of dust into occupied areas during construction.
B. Vacuum and wet mop all transition areas from construction to the occupied Cemetery buildings at the end of each workday.
C. Final Cleanup:
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1. Upon completion of the project, or as work progresses, remove all construction debris from above ceiling, vertical shafts and utility chases that have been part of the construction.
2. All new air ducts shall be cleaned prior to final inspection.
1.10 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 were directed by RE/COR.
2. Items not reserved shall become property of the Contractor and be removed by Contractor from the Cemetery.
3. Items of portable equipment and furnishings located in rooms and spaces in which work is to be done under this contract shall remain the property of the Government. When rooms and spaces are vacated by the Department of Veterans Affairs during the alteration period, such items which are NOT required by drawings and specifications to be either relocated or reused will be removed by the Government in advance of work to avoid interfering with Contractor's operation.
4. PCB Transformers and Capacitors: The Contractor shall be responsible for disposal of the Polychlorinated Biphenyl (PCB) transformers and capacitors. The transformers and capacitors shall be taken out of service and handled in accordance with the procedures of the
Environmental Protection Agency (EPA) and the Department of
Transportation (DOT) as outlined in Code of Federal Regulation
(CFR), Titled 40 and 49 respectively. The EPA's Toxic Substance
Control Act (TSCA) Compliance Program Policy Nos. 6-PCB-6 and
6-PCB-7 also apply. Upon removal of PCB transformers and capacitors for disposal, the "originator" copies of the Uniform Hazardous Waste
Manifest (EPA Form 8700-22), along with the Uniform Hazardous Waste
Manifest Continuation Sheet (EPA Form 8700-22A) shall be returned to the RE/COTR who will annotate the contract file and transmit the
Manifest to the Cemetery's Director.
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a. Copies of the following listed CFR titles may be obtained from the Government Printing Office:
40 CFR 261 Identification and Listing of Hazardous Waste
40 CFR 262 Standards Applicable to Generators of Hazardous
Waste
40 CFR 263 Standards Applicable to Transporters of
Hazardous Waste
40 CFR 761 PCB Manufacturing, Processing, Distribution in
Commerce, and use Prohibitions
49 CFR 172 Hazardous Material tables and Hazardous
Material Communications Regulations
49 CFR 173 Shippers - General Requirements for Shipments and Packaging
49 CRR 173 Subpart A General
49 CFR 173 Subpart B Preparation of Hazardous Material for
Transportation
49 CFR 173 Subpart J Other Regulated Material; Definitions and Preparation
TSCA Compliance Program Policy Nos. 6-PCB-6 and
6-PCB-7
1.11 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/COR.
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
01 00 02 - 15 or failure to exercise reasonable care in performing the work. If the
Contractor fails or refuses to repair the damage promptly, the RE/COR 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 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.
1.12 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, water/irrigation or electric work without
01 00 02 - 16 approval of the RE/COR. Existing work to be altered or extended and that is found to be defective in any way, shall be reported to the
RE/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, landscape stone, 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 fire protection systems communications systems
(including telephone) irrigation system control and power 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 clause entitled "CHANGES"
(FAR 52.243-4 and VAAR 852.236-88) and "DIFFERING SITE CONDITIONS" (FAR
52.236-2).
1.13 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 available record drawings provided by the Government.
(FAR 52.236-4)
B. Subsurface conditions have been developed by core borings and test pits. Logs of subsurface exploration conducted by a licensed
Geotechnical Engineer are shown diagrammatically on drawings.
01 00 02 - 17
C. A copy of the geotechnical investigation report will be made available for inspection by bidders upon request to the Contracting Officer is an
Appendix to these specifications and shall be considered part of the contract documents.
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, including approved scheduling bidders will be permitted to make subsurface explorations of their own at site.
1.14 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.
1.15 LAYOUT OF WORK
A. The Contractor shall lay out the work from Government established base lines and benchmarks indicated on the drawings and shall be responsible for all measurements in connection with the layout.
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