3-Barrancas NC_Combined Specifications-20250402.pdf
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- 36C78625B0015
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This document is a comprehensive specification for construction and improvement work at Barrancas National Cemetery, specifically focused on a gravesite site expansion and cemetery improvements project. The specification (Specification Section 03 30 53) details requirements for cast-in-place concrete, providing technical specifications for structural concrete, including materials, mixing, placement, finishing, and testing procedures.
The project involves detailed concrete work across multiple applications, including slab on grade infill, suspended slab infill on metal deck, foundation wall infill, concrete for metal pan stair fill, footings, and equipment pads. The specification outlines precise requirements for concrete materials such as Portland cement, aggregates, water, admixtures, and reinforcing steel, with specific attention to concrete mix designs, compressive strength standards, and quality control measures. Performance standards include maintaining a minimum compressive strength of 30 MPa (4,000 psi) at 28 days, with strict guidelines for surface preparation, placement techniques, curing methods, and finishing requirements to ensure high-quality concrete construction throughout the cemetery improvement project.
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| File | Type | Posted |
|---|---|---|
| S02 Barrancas 36C78625B0015 0003.pdf | ||
| C03 Mod 00002 Barrancas RFI E 502.docx | DOCX document | |
| Amendment 00001 36C78625B0015 Barrancas RFI QA .docx | DOCX document | |
| 8 - Cost Estimate Worksheet.xlsx | XLSX spreadsheet | |
| 3-828CM3028_Barrancas_BidDocuments.pdf | ||
| 4-828CM33028_SOW_Barrancas_GSEandCemImprove_20250402.docx | DOCX document | |
| P07 Escambia Building.txt | TXT text file | |
| 3-828CM3028_31 20 00_1 Geotechnical Report.pdf | ||
| 36C78625B0015_1.docx | DOCX document | |
| P07 Escambia Highway.txt | TXT text file |
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Text version
BD Submittal Project No. 828CM3028
Barrancas National Cemetery 06 January, 2025
Gravesite Site Expansion and Cemetery Improvements
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 15 List of Drawing Sheets 05-20
DIVISION 01 - GENERAL REQUIREMENTS
01 00 02 General Requirements 11-21
01 32 16.13 Network Analysis Schedules 05-22
01 33 23 Shop Drawings, Product Data, and Samples 11-23
01 42 19 Reference Standards 11-20
01 45 29 Testing Laboratory Services 11-18
01 57 19 Temporary Environmental Controls 01-21
01 74 19 Construction Waste Management 04-22
DIVISION 02 – EXISTING CONDITIONS
02 21 13 Site Surveys 12-23
02 41 00 Demolition 08-17
DIVISION 03 – CONCRETE
03 30 53 (Short-Form) Cast-in-Place Concrete 01-21
DIVISION 04 – MASONRY
04 03 23 Historic Brick Unit Masonry Repointing
04 04 22 Historic Brick Unit Masonry Repair
04 05 13 Masonry Mortaring 10-17
04 05 16 Masonry Grouting 01-21
04 05 31 Masonry Tuck Pointing
04 43 00 Stone Veneer
DIVISION 05 – METALS
05 03 71 Historic Decorative Metal Cleaning
05 03 72 Historic Decorative Metal Repair
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 92 00 Joint Sealants 04-22
Gravesite Site Expansion and Cemetery Improvements
00 01 10-2
SECTION NO DIVISION AND SECTION TITLES DATE
DIVISION 09 – FINISHES
09 03 20 Historic Treatment of Plaster
09 03 91 Historic Treatment of Plain Painting
09 06 00 Schedule for Finishes 01-21
09 51 00 Acoustical Ceilings 12-18
09 68 00 Carpeting 01-21
09 91 00 Painting 01-21
DIVISION 10 – SPECIALTIES
10 14 00 Signage 01-21
10 75 00 Flagpoles 01-21
Division 11 - Equipment
11 83 02 Geodata 10-23
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 07 11 HVAC and Boiler Plant Insulation 02-20
23 23 00 Refrigerant Piping 03-23
23 81 00 Decentralized Unitary HVAC Equipment 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 41 00 Facility Lightning Protection 11-22
DIVISION 31 – EARTHWORK
31 20 00 Earthmoving 10-12
31 20 00.1 Earthmoving – Geotechnical Engineering Report
DIVISION 32 – EXTERIOR IMPROVEMENTS
32 05 23 Cement and Concrete for Exterior Improvements 08-16
32 12 16 Asphalt Paving 09-15
32 14 16 Brick Unit Paving 08-16
32 84 00 Planting Irrigation 08-16
32 90 00 Planting 08-16
00 01 10-3
SECTION NO DIVISION AND SECTION TITLES DATE
DIVISION 33 – UTILITIES
33 40 00 Storm Sewer Utilities 12-17
00 01 15 -1
SECTION 00 01 15
LIST OF DRAWING SHEETS
GENERAL REQUIREMENTS
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 SUPERINTENDENT QUALIFICATIONS
1.5 CONSTRUCTION SECURITY REQUIREMENTS
1.6 CONTRACTOR ACCESS AND USE OF PREMISES
1.7 FIRE SAFETY
1.8 OPERATIONS AND STORAGE AREAS
1.9 ENVIRONMENTAL CONTROLS
1.10 DISPOSAL AND RETENTION
1.11 LOCATION OF UNDERGROUND UTILITIES
1.12 LOCATION AND PROTECTION OF EXISTING VEGETATION, STRUCTURES,
EQUIPMENT, UTILITIES, AND IMPROVEMENTS
1.13 RESTORATION
1.14 PHYSICAL DATA
1.15 PROFESSIONAL SURVEYING SERVICES
1.16 LAYOUT OF WORK
1.17 AS-BUILT DRAWINGS
1.18 USE OF ROADWAYS
1.19 TEMPORARY TOILETS
1.20 AVAILABILITY AND USE OF UTILITY SERVICES
1.21 NEW TELEPHONE EQUIPMENT (NOT USED)
1.22 TESTS
1.23 INSTRUCTIONS
1.24 GOVERNMENT-FURNISHED PROPERTY
1.25 RELOCATED ITEMS (NOT USED)
1.26 CONSTRUCTION SIGN
1.27 SAFETY SIGN
1.28 CONSTRUCTION DIGITAL IMAGES
1.29 FINAL ELEVATION PHOTOGRAPHS (NOT USED)
1.30 HISTORIC PRESERVATION
1.31 PROJECT HEALTH AND SAFETY
ii
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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 Barrancas National Cemetery, Gravesite Expansion and Cemetery
Improvements as required by drawings and specifications.
B. Visits to the site by Bidders may be made only by appointment with the
Cemetery Director.
C. All Testing Laboratory services will be retained and paid for by the
Contractor (see 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 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 COR.
D. All employees of general contractor and subcontractors shall comply with security requirements as established by the COR, be identified by name and employer. They shall be restricted from unauthorized access.
E. 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.
F. Training:
1. All employees of general contractor or subcontractors shall, at the minimum, have successfully completed the 10-hour OSHA certified
Construction Safety course and/or other relevant competency training, as determined by VA CO.
2. Submit OSHA training records of all employees for approval before the start of work.
G. US Army Corps of Engineers EM 385-1-1:
Gravesite Site Expansion and Cemetery Improvements
GENERAL REQUIREMENTS
01 00 02 - 2
Due to the project being on a military base, the USACE EM 385-1-1 safety manual must be utilized as a supplement to all OSHA rules.
The EM 385-1-1 can be downloaded here:
https://www.usace.army.mil/Missions/Safety-and-Occupational-
Health/Safety-and-Health-Requirements-Manual/
1.2 STATEMENT OF BID ITEM(S)
a) CLIN 001 BASE BID, GENERAL CONSTRUCTION: Installation of all work shown on the plans and described in the specifications.
1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR
A. AFTER AWARD OF CONTRACT, one electronic set of specifications and drawings will be furnished to the contractor.
1.4 SUPERINTENDENT QUALIFICATIONS
Provide project superintendent with a minimum of 5 years experience in construction with at least 3 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The
Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.
1.5 CONSTRUCTION SECURITY REQUIREMENTS
A. Security Plan:
1. The security plan defines both physical and administrative security procedures that will remain effective for the entire duration of the project.
01 00 02 - 3
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 and Installation Access Procedures:
1. General Contractor’s employees shall not enter the site without following the procedures approved by the 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 COR 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.
3. No photography of VA premises is allowed without written permission of the COR.
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 COR.
C. Guards:
1. No guards are required onsite unless requested by the COR.
D. Key Control:
1. The General Contractor shall provide duplicate keys and lock combinations to the 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. 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.
2. 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.
F. Motor Vehicle Restrictions
1. Vehicle authorization request shall be required for any vehicle entering the site and such request shall be submitted 24 hours before the date and time of access. Access shall be restricted to picking up and dropping off materials and supplies.
1.6 CONTRACTOR ACCESS AND USE OF PREMISES
A. Activity Regulations: Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress.
Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.
B. Subcontractors and Personnel Contacts: Provide a list of contact personnel of the contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contain the previous lists.
C. Installation Access: Obtain access to Navy installations through participation in the Defense Biometrics Identification System
(DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access
Control System (NCACS), are available at https://www.cnic.navy.mil/Operations-and-Management/Base-
Support/DBIDS/. No fees are associated with obtaining a DBIDS credential.
Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control
Office to access an installation.
D. Registration for DBIDS: Registration for DBIDS is available at
01 00 02 - 5 https://www.cnic.navy.mil/Operations-and-Management/Base-
Support/DBIDS/.
Procedure includes:
(1) Present a letter or official award document (i.e. DD Form 1155 or
SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.
(2) Present valid identification, such as a passport or Real ID Act-compliant state driver's license.
(3) Provide completed SECNAV FORM 5512/1 to the base Visitor Control
Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/Operations-and-Management/Base-
Support/DBIDS/.
(4) Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes
Contractor employee photo, fingerprints, base restriction and several other assessments.
(5) Upon successful completion of the enrollment process, the
Contractor employee will be issued a DBIDS credential and will be allowed to proceed to worksite.
E. DBIDS Notification Requirements:
a. Immediately report instances of lost or stolen badges to the
Contracting Officer.
b. Immediately collect DBIDS credentials and notify the Contracting
Officer in writing under the following circumstances:
(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.
(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.
F. One-Day Passes: Personnel applying for One-Day passes at the Base
Visitor Control Office are subject to daily mandatory vehicle inspection and will have limited access to the installation. The
Government is not responsible for any cost or lost time associated
01 00 02 - 6 with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.
G. Personnel Entry Approval
Failure to obtain entry approval will not affect the contract price or time of completion.
H. No Smoking Policy
Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines.
The Contracting Officer will identify designated smoking areas.
1.7 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.
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 COR/Cemetery Director for review for compliance with contract requirements in accordance with Section 01 33
01 00 02 - 7
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 COR 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. Flammable and Combustible Liquids: Store, dispense and use liquids in accordance with 29 CFR 1926, NFPA 241 and NFPA 30.
G. Hot Work: Perform and safeguard hot work operations in accordance with
NFPA 241 and NFPA 51B. Coordinate with COR.
H. Fire Hazard Prevention and Safety Inspections: Inspect entire construction areas weekly. Coordinate with, and report findings and corrective actions weekly to COR.
I. 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.
J. Dispose of waste and debris in accordance with NFPA 241. Remove from site weekly.
K. Perform other construction, alteration and demolition operations in accordance with 29 CFR 1926.
1.8 OPERATIONS AND STORAGE AREAS
A. The Contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the COR. The Contractor shall hold and save the Government, its
01 00 02 - 8 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 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.
C. The Contractor shall, under regulations prescribed by the COR, use only established roadways, or use temporary roadways constructed by the
Contractor when and as authorized by the 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 shown on the drawings. Contractor parking will be only in areas and on roadways designated and agreed to by the 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.
G. Phasing: To ensure such executions, the Contractor shall furnish the
COR with a schedule of approximate dates on which the Contractor intends to accomplish work in each specific area of site, building or portion thereof. In addition, the Contractor shall notify the COR two weeks in advance of the proposed date of starting work in each specific area of site, building or portion thereof.
H. Construction Privacy Fence: Before construction operations begin, the
Contractor shall provide a chain link construction fence, six feet
01 00 02 - 9 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 375 mm (15 inches). Bottom of fences shall extend to 25 mm
(one inch) above grade. Install PVC privacy slats for entire length of fence. 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 COR.
H. Coordinate the work for this contract with other construction operations as directed by COR. This includes the scheduling of traffic and the use of roadways, as specified in Article, USE OF ROADWAYS.
I. 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 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.
1.9 ENVIRONMENTAL CONTROLS
A. In general, following preventive measures shall be adopted during construction to keep down dust.
1. Dampen debris to keep down dust.
B. Final Cleanup:
1. Upon completion of the project, or as work progresses, remove all construction debris.
01 00 02 - 10
1.10 DISPOSAL AND RETENTION
A. Materials and equipment accruing from work removed and from demolition of the site, or parts thereof, shall be disposed of as follows:
1. Reserved items: There are no reserved items for the government.
2. Items not reserved shall become property of the Contractor and be removed by Contractor from the Cemetery.
1.11 LOCATION OF UNDERGROUND UTILITIES
A. Obtain digging permits prior to start of excavation and comply with installation requirements for locating and marking underground utilities.
Verify existing utility locations indicated on contract drawings, within area of work.
Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating
Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered.
Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.
B. Notify the Contracting Officer at least 48 hours prior to starting excavation work.
1.12 LOCATION AND PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,
UTILITIES, AND IMPROVEMENTS
A. The Contractor shall preserve and protect all 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 COR.
01 00 02 - 11
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 reasonable care in performing the work. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started. If the Contractor fails or refuses to repair the damage promptly, the 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 Article 1.11 "Restoration", and Article 1.6
"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;
01 00 02 - 12
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.
1.13 RESTORATION
A. Existing work to be altered or extended and that is found to be defective in any way, shall be reported to the COR before it is disturbed. Materials and workmanship used in restoring work, shall conform in type and quality to that of original existing construction, except as otherwise shown or specified.
B. Upon completion of contract, deliver work complete and undamaged.
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 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).
1.14 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 Terracon and survey by Brown & Root, BRIS Engineering, LLC.
B. Subsurface conditions have been developed by core borings and test pits. Logs of subsurface exploration conducted by Terracon are in the geotechnical report.
01 00 02 - 13
C. A copy of the geotechnical report 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.
1.15 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.
1.16 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. 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 COR. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the COR until authorized to remove them. If such marks are destroyed by the
Contractor or through Contractor's negligence before their removal is authorized, the COR may replace them and deduct the expense of the replacement from any amounts due or to become due to the Contractor.
(FAR 52.236-17)
B. Establish and plainly mark center lines for each building, lines for each gravesite control and such other lines and grades that are reasonably necessary to properly assure that location, orientation, and
01 00 02 - 14 elevations established for each such structure and roads 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. Furnish such certification to the COR before any work (such as footings, floor slabs, columns, walls, utilities and other major controlling features) is placed.
D. During progress of work, the Contractor shall have lines, grades, locations 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
COR before any major items of concrete work are placed. In addition, furnish to the COR 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.
2. Elevations of bottoms of footings and tops of floors of each building.
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 and streets.
7. Northing/Easting coordinate locations and elevation depth below finished grade of all storm and irrigation structures, directional fittings, control wire and lines.
E. Upon completion of the work, the Contractor shall obtain the services of a register professional land surveyor to conduct a final survey of
01 00 02 - 15 all construction and furnish the COR 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. 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".
1.17 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.
B. All variations shall be shown in the same general detail as used in the contract drawings. To ensure compliance, as-built drawings shall be made available for the COR's review, as often as requested.
C. The Contractor shall deliver two approved completed sets of as-built drawings to the COR within 15 calendar days after acceptance of the project by the COR.
D. Paragraphs A, B, & C shall also apply to all shop drawings.
1.18 USE OF ROADWAYS
A. For hauling, use only established public roads and designated permanent roads on Cemetery property when indicated or authorized by the COR.
Temporary roads shall be constructed or modified by the Contractor at the Contractor's expense following approved plans that include:
construction, operation, maintenance and restoration. 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.
1.19 TEMPORARY TOILETS
A. Provide where directed, (for use of all Contractor's workers) ample temporary sanitary toilet accommodations with suitable sewer and water connections, or when approved by COR provide suitable dry closets where directed. Keep such places clean and free from flies, and all
01 00 02 - 16 connections and appliances connected therewith are to be removed prior to completion of contract, and premises left perfectly clean.
1.20 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 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 COR, 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. 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 or not convenient to connect to the Cemetery distribution system, the contractor shall supply power via portable generators at own expense.
E. Water (for Construction and Testing): Furnish temporary water service.
1. Obtain water by connecting to the Cemetery irrigation distribution system. Backflow preventer may not be required at connections to the irrigation system. 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 COR's discretion) of use of water from the Cemetery's system.
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3. Where not available or not convenient to connect to the Cemetery distribution system, the Contractor shall supply water via portable/temporary means at his own expense.
1.21 NEW TELEPHONE EQUIPMENT (NOT USED)
1.22 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 COR. 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.
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.
1.23 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 COR 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
01 00 02 - 18 all component parts clearly cross-referenced to diagrams and illustrations. Illustrations shall include "exploded" views showing and identifying each separate item. Emphasis shall be placed on the use of special tools and instruments. The function of each piece of equipment, component, accessory and control shall be clearly and thoroughly explained. All necessary precautions for the operation of the equipment and the reason for each precaution shall be clearly set forth. Manuals must reference the exact model, style and size of the piece of equipment and system being furnished. Manuals referencing equipment similar to but of a different model, style, and size than that furnished will not be accepted.
C. Instructions: 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/COR and shall be considered concluded only when the COR 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 COR, does not demonstrate sufficient qualifications in accordance with requirements for instructors above.
1.24 GOVERNMENT-FURNISHED PROPERTY
A. The Government shall deliver to the Contractor, the
Government-furnished property shown on drawings.
B. Materials furnished by the Government to be installed by the Contractor will be furnished to the Contractor at the Cemetery.
01 00 02 - 19
C. Storage space for materials will be provided by the Contractor and the
Contractor shall be prepared to unload and store such equipment therein upon its receipt at the Cemetery.
D. Notify COR in writing, 60 days in advance, of date on which Contractor will be prepared to receive materials furnished by Government.
Arrangements will then be made by the Government for delivery of materials.
1. Immediately upon delivery of materials, the Contractor shall arrange for a joint inspection thereof with a representative of the
Government. At such time the Contractor shall acknowledge receipt of materials 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 material 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.
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.
1.25 RELOCATED ITEMS (NOT USED)
1.26 CONSTRUCTION SIGN
A. Provide a Construction Sign where directed by the COR. All wood members shall be of framing lumber. Cover sign frame with 0.7 mm (24 gage) galvanized sheet steel nailed securely around edges and on all bearings. Sign face shall be 6’6” x 8’8”. Provide two 100 by 100 mm
(4 4-inch by 4-inch) posts (or equivalent round posts) set 900 mm
(three feet) into ground. Set bottom of sign level at 900 mm (three feet) above ground and secure to posts with through bolts. Make posts full height of sign. Brace posts with 50 mm x 100 mm (two by four inch) material as directed.
01 00 02 - 20
B. Paint all surfaces of sign and posts two coats of white semi-gloss paint. Border and letters shall be of black gloss paint, except project title which shall be blue gloss paint.
C. Maintain sign and remove it when directed by the COR.
D. Detail Drawing of construction sign showing required legend and other characteristics of sign is a part of the drawings.
1.27 SAFETY SIGN
A. Provide a Safety Sign where directed by COR. Signboard shall be three feet x four feet, 19 mm (3/4-inch) thick exterior grade plywood.
Provide two 100 mm by 100 mm (four by four inch) posts extending full height of sign and 900 mm (three feet) into ground. Set bottom of sign level at 1200 mm (four feet) above ground.
B. Paint all surfaces of Safety Sign and posts with one prime coat and two coats of white gloss paint. Letters and design shall be painted with gloss paint of colors noted.
C. Maintain sign and remove it when directed by COR.
D. Detail Drawing of safety sign showing required legend and other characteristics of sign is included in the drawings.
E. Post the number of accident free days on a daily basis.
1.28 CONSTRUCTION DIGITAL IMAGES
A. During construction period through completion, furnish Department of
Veterans Affairs weekly color digital photographs of construction progress (8 to 10 images per week.) Photographs of the reinforcing steel shall be taken after all reinforcing steel, sleeves, inserts, etc. are in place. Photographs must show distinctly, at as large a scale as possible, all parts of work embraced in picture.
B. Photographs are to be taken with a high-resolution digital camera, minimum 6 megapixels, with good wide-angle capability. The images shall be recorded in JPEG format with a minimum of 24-bit color and no reduction in actual picture size.
1. Compressed size of the file shall be no less than 80% or the original with no loss of information.
2. File names shall contain the Project number, the date the image was taken, and a unique sequential identifier, for example:
101CM3202_10-01-2013_0001. Use underscore, not spaces in digital file names.
01 00 02 - 21
C. The digital photo files shall become property of Government and will be both e-mailed and submitted on CD-ROM.
1. The images shall be forwarded electronically to the COR via email to
NAME@va.gov within 2 days of when the photo was taken. Identify the content of each picture by a caption incorporated in the photo.
2. The digital photo files shall also be submitted on CD-ROM to the COR at the conclusion of the project. The CD-ROM shall also contain an index of all the images contained therein in either a TXT or
Microsoft Word format.
1.29 FINAL ELEVATION PHOTOGRAPHS (NOT USED)
1.30 HISTORIC PRESERVATION
A. Where the Contractor or any of the Contractor's employees, prior to, or during the construction work, are advised of or discover any possible archeological, historical and/or cultural resources, the Contractor shall immediately notify the COR verbally, and then with a written follow up.
1.31 PROJECT HEALTH AND SAFETY
A. Prior to commencing any construction, the Contractor shall submit a site specific Project Health and Safety Plan (PHSP). At a minimum, the
PHSP shall cover the following topics:
1. Organizational structure (including Responsible Persons)
2. Site Characterization and Job Hazard Identification
3. Site Control and Security
4. Training
5. PPE
6. Heat Stress
7. Spill Containment
8. Decontamination
9. Emergency Response
10. Trench Safety
B. Site Safety and Health Officer (SSHO)
A Contractor Employee that is responsible for overseeing and ensuring implementation of the prime Contractor's Safety and Occupational Health
(SOH) program according to the Contract, EM 385-1-1, applicable federal, state, and local requirements.
C. PUBLIC HEALTH EMERGENCIES
01 00 02 - 22
In the event of a declared public health emergency, follow safety precautions as required by the Occupational Safety and Health
Administration (OSHA) www.osha.gov, the Centers for Disease Control and
Prevention (CDC) www.cdc.gov, and as required by federal, state and local requirements.
D. COMPETENT PERSON (CP)
The CP is a person designated in writing, who, through training, knowledge and experience, is capable of identifying, evaluating, and addressing existing and predictable hazards in the working environment or working conditions that are unsatisfactory, hazardous, or dangerous to personnel, and who has authorization to take prompt corrective measures to eliminate them.
E. QUALIFIED PERSON (QP)
The QP is a person designated in writing, who, by possession of a recognized degree, certificate, or professional standing, or extensive knowledge, training, and experience, has successfully demonstrated their ability to solve or resolve problems related to the subject matter, the work, or the project.
F. QUALIFICATIONS OF SSHO
All SSHOs will have met the training, experience requirements identified in the EM 385-1-1 and this Contract.
G. DUTIES OF SSHO
All SSHOs will carry out the roles and responsibilities as identified in this Contract and the EM 385-1-1. All SSHOs will be designated on an ENG Form 6282, provided by the Contracting Officer.
Superintendent, QC Manager, and SSHO are subject to dismissal if their required duties are not being effectively carried out.
If either the Superintendent, QC Manager, or SSHO are dismissed, project work will be stopped and will not be allowed to resume until a suitable replacement is approved and the above duties are again being effectively carried out.
H. Safety Meetings
Conduct safety meetings to review past activities, plan for new or changed operations, review pertinent aspects of appropriate AHA (by trade), establish safe working procedures for anticipated hazards, and
01 00 02 - 23 provide pertinent Safety and Occupational Health (SOH) training and motivation.
Conduct meetings at least once a month for all supervisors at the project location. The SSHO, supervisors, or foremen must conduct meetings at least once a week for the trade workers. Document meeting minutes to include the date, persons in attendance, subjects discussed, and names of individual(s) who conducted the meeting. Maintain documentation on-site and furnish copies to the Contracting Officer on request. Notify the Contracting Officer of all scheduled meetings 7 calendar days in advance.
I. Roles and Responsibilities of Prime Contractor and SSHO
The Prime Contractor and SSHO must ensure that the requirements of all applicable OSHA and EM 385-1-1 are met for the project. The Prime
Contractor must ensure an SSHO or an equally qualified Alternate
SSHO(s) is at the worksite at all times to implement and administer the
Contractor's safety program and Government accepted Accident Prevention
Plan. If the required SSHO has to temporarily (that is, up to 24 hours
/ 1 day) leave the site of work due to unforeseen or emergency situations, a Level One, Two, or Three SSHO may be used in the interim and must be on the site of work at all times when work is being performed.
If the SSHO must be off-site for a period longer than 24 hours / 1 day, a qualified alternate that meets the contract requirements must be onsite.
a. Prime contractor must ensure all SSHOs will:
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