S02 Specifications Construct Perimeter Fence 631-17-006.pdf
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- Y1PZ--631-17-006 Construct Perimeter Fence Federal contract opportunity
- Solicitation number
- 36C24122B0001
About this file
This solicitation is for a perimeter fence construction project at a Department of Veterans Affairs medical center. The solicitation seeks a contractor to install approximately 5,500 linear feet of steel perimeter fencing, pedestrian gates, a vehicular gate, and clearing of the fence line area in a first phase. As an alternate, the solicitation also includes installing approximately 1,800 linear feet of ornamental fencing, additional pedestrian and vehicular gates with card readers and video cameras, trenching, and clearing for a second phase. The completion time for both phases is 90 days from notice to proceed. The solicitation was issued by the Veterans Health Administration and involves construction at the VA Central Western Massachusetts Healthcare System medical center.
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Contract # VA241-17-C-0131 Project # 631-17-006 Date: July 6, 2018 Status: 100% Submission
Prepared For:
Department of Veteran Affairs 421 North Main Street Leeds, MA 01053-9764
Prepared By:
Acela Engineering Co.
4969 Hamilton Blvd.
Allentown, PA 18106
(610) 365-4023
Reviewed : 04/06/18
SPECIFICATIONS
FOR: Construct Perimeter Fence
LOCATION: VA Central Western Massachusetts HCS
VAMC, Leeds, MA Contract #VA241-17-C-0131 Construct Perimeter Fence Project #631-17-006
00 01 10-1
DEPARTMENT OF VETERANS AFFAIRS
VHA MASTER SPECIFICATIONS
TABLE OF CONTENTS
Section 00 01 10
DIVISION 00 - SPECIAL SECTIONS DATE
00 01 10 Table of Contents 01-18 00 01 15 List of Drawing Sheets 07-15
DIVISION 01 - GENERAL REQUIREMENTS
01 00 00 General Requirements 10-17 01 33 23 Shop Drawings, Product Data, and Samples 05-17 01 35 26 Safety Requirements 02-17 01 42 19 Reference Standards 05-16 01 45 29 Testing Laboratory Services 08-17 01 57 19 Temporary Environmental Controls 01-11 01 74 19 Construction Waste Management 09-13
DIVISION 02 – EXISTING CONDITIONS
02 41 00 Demolition 08-17 02 83 33.13 Lead-Based Paint Removal and Disposal 08-16
DIVISION 03 – CONCRETE
03 30 00 Cast-in-Place Concrete 12-15 03 41 33 Precast Structural Pretension Concrete 07-11
DIVISION 04 – MASONRY
04 05 13 Masonry Mortaring 10-17 04 05 16 Masonry Grouting 02-16 04 20 00 Unit Masonry 08-17 04 72 00 Cast Stone Masonry
DIVISION 07 – THERMAL AND MOISTURE PROTECTION
07 92 00 Joint Sealants 10-17
DIVISION 09 - FINISHES
09 91 00 Painting 01-16
DIVISION 26 – ELECTRICAL
26 05 11 Requirements for Electrical Installations 01-16 26 05 19 Low-Voltage Electrical Power Conductors and Cables 01-17 26 05 26 Grounding and Bonding for Electrical Systems 01-17 26 05 33 Raceway and boxes for electrical systems 01-18 26 05 41 Underground Electrical Construction 01-17 26 27 26 Wiring Devices 01-18 26 29 21 Enclosed Switches and Circuit breakers 01-17
DIVISION 28 – ELECTRONIC SAFETY AND SECURITY
28 05 00 Common Work Results for Electronic Safety and Security 04-18
00 01 10-2
28 05 13 Conductors and Cables for Electronic Safety and Security
09-11
28 05 26 Grounding and Bonding for Electronic Safety and Security
09-11
28 05 28.33 Conduits and Backboxes for Electronic Safety and Security
09-11
28 08 00 Commissioning of Electronic Safety and Security Systems 11-16 28 13 00 Physical Access Control System 10-11 28 13 16 Physical Access Control System and Database Management 09-11 28 13 53 Security Access Detection 09-11 28 16 00 Intrusion Detection System 10-11 28 23 00 Video Surveillance 09-11 28 26 00 Electronic Personal Protection System 09-11 28 31 00 Fire Detection and Alarm 10-11 28 52 31 Emergency Call System 06-15
DIVISION 31 – EARTHWORK
31 20 00 Earthwork 11-16 31 23 19 Dewatering 11-16
DIVISION 32 – EXTERIOR IMPROVEMENTS
32 05 23 Cement and Concrete for Exterior Improvements 11-16 32 31 40 High Security Fences and Gates 08-16
DIVISION 34 - TRANSPORTATION
34 75 13.13 Active Vehicle Barriers 08-16
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.
Drawing No. Title
GI001 Cover Sheet
CS101 Overall Existing Features and Demolition Plan
CS102 Existing Features and Demolition Plan ‘A’
CS103 Existing Features and Demolition Plan ‘B’
CS104 Existing Features and Demolition Plan ‘C’
CS105 Existing Features and Demolition Plan ‘D’
CS106 Existing Features and Demolition Plan ‘E’
CS107 Existing Features and Demolition Plan ‘F’
CS108 Existing Features and Demolition Plan ‘G’
CS109 Existing Features and Demolition Plan ‘H’
CS110 Existing Features and Demolition Plan ‘I’
CS111 Existing Features and Demolition Plan ‘J’
CS112 Existing Features and Demolition Plan ‘K’
CS113 Existing Features and Demolition Plan ‘L’
CS114 Overall Layout Plan
CS115 Layout Plan ‘A’
CS116 Layout Plan ‘B’
CS117 Layout Plan ‘C’
CS118 Layout Plan ‘D’
CS119 Layout Plan ‘E’
CS120 Layout Plan ‘F’
CS121 Layout Plan ‘G’
CS122 Layout Plan ‘H’
CS123 Layout Plan ‘I’
CS124 Layout Plan ‘J’
CS125 Layout Plan ‘K’
CS126 Layout Plan ‘L’
CS127 Overall Erosion & Sedimentation Plan
CS128 Erosion and Sedimentation Control Plan ‘A’
CS129 Erosion and Sedimentation Control Plan ‘B’
CS130 Erosion and Sedimentation Control Plan ‘C’
CS131 Erosion and Sedimentation Control Plan ‘D’
00 01 15 - 2
CS132 Erosion and Sedimentation Control Plan ‘E’
CS133 Erosion and Sedimentation Control Plan ‘F’
CS134 Erosion and Sedimentation Control Plan ‘G’
CS135 Erosion and Sedimentation Control Plan ‘H’
CS136 Erosion and Sedimentation Control Plan ‘I’
CS137 Erosion and Sedimentation Control Plan ‘J’
CS138 Erosion and Sedimentation Control Plan ‘K’
CS139 Erosion and Sedimentation Control Plan ‘L’
CS140 Detail Sheet
CS141 Detail Sheet
CS142 Detail Sheet
- - - E N D - - -i
SECTION 01 00 00
GENERAL REQUIREMENTS
TABLE OF CONTENTS
1.1 SAFETY REQUIREMENTS
1.2 GENERAL INTENTION
1.3 STATEMENT OF BID ITEM(S)
1.4 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR
1.5 CONSTRUCTION SECURITY REQUIREMENTS
1.6 ALTERATIONS
1.7 DISPOSAL AND RETENTION
1.8 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,
UTILITIES, AND IMPROVEMENTS
1.9 PROFESSIONAL SURVEYING SERVICES
1.10 LAYOUT OF WORK
1.11 AS-BUILT DRAWINGS
1.12 USE OF ROADWAYS
1.13 TEMPORARY TOILETS
1.14 AVAILABILITY AND USE OF UTILITY SERVICES
1.15 INSTRUCTIONS
1.16 RELOCATED ITEMS
1.17 CONSTRUCTION SIGN
1.19 SAFETY SIGN
1.20 HISTORIC PRESERVATION
01 00 00 -1
SECTION 01 00 00
GENERAL REQUIREMENTS
1.1 SAFETY REQUIREMENTS
Refer to section 01 35 26, SAFETY REQUIREMENTS for safety and infection control requirements.
1.2 GENERAL INTENTION
A. Contractor shall completely prepare site for building operations, including demolition and removal of existing structures, and furnish labor and materials and perform work for 631-17-006 Construct Perimeter
Fence, Leeds VA Medical Center as required by drawings and specifications.
B. Visits to the site by Bidders may be made only by appointment with the
Medical Center Engineering Officer.
C. Offices of Acela Engineering Company, as Architect-Engineers, will render certain technical services during construction. Such services shall be considered as advisory to the Government and shall not be construed as expressing or implying a contractual act of the Government without affirmations by Contracting Officer or his duly authorized representative.
D. All employees of general contractor and subcontractors shall comply with VA security management program and obtain permission of the VA police, be identified by project and employer, and restricted from unauthorized access.
1.3 STATEMENT OF BID ITEM(S)
A. BASE BID, CONSTRUCT PERIMETER FENCE – PHASE 1: Contractor shall provide all tools, resources, materials, temporary fencing, signage, permits, supervision, etc. to install approximately 5,500 linear feet of steel perimeter fencing, pedestrian gates, vehicular gate, and clearing of the area near the fence as labeled “phase 1” on the construction drawings. The completion time for the base bid shall be 90 days from the notice to proceed.
B. ALTERNATE NO. 1, CONSTRUCT PERIMETER FENCE – PHASE 2: Contractor shall provide all tools, resources, materials, temporary fencing, signage, permits, supervision, etc. to install approximately 1,800 linear feet of ornamental perimeter fencing, pedestrian gate, vehicular gates, card reader, video camera, trenching, and clearing of the area near the fence as labeled “phase 2” on the construction drawings. The
01 00 00 -2 completion time for Alternate No. 1 shall be 90 days from the notice to proceed. The VA will direct the Contractor on the specific option to install.
1.4 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR
A. Drawings and contract documents may be obtained from the website where the solicitation is posted. Additional copies will be at Contractor's expense.
1.5 CONSTRUCTION SECURITY REQUIREMENTS
A. Security Plan:
1. The security plan defines both physical and administrative security procedures that will remain effective for the entire duration of the project.
2. The 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 appropriate badge. They may also be subject to inspection of their personal effects when entering or leaving the project site.
2. Before starting work the General Contractor shall give one week’s notice to the Contracting Officer so that security arrangements can be provided for the employees. This notice is separate from any notices required for utility shutdown described later in this section.
3. No photography of VA premises is allowed without written permission of the Contracting Officer.
4. VA reserves the right to close down or shut down the project site and order 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 Contracting Officer.
C. Key Control:
1. The General Contractor shall provide duplicate keys and lock combinations to the Contracting officers representative COR for the
01 00 00 -3 purpose of security inspections of every area of project including tool boxes and parked machines and take any emergency action.
D. 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 Contracting Officer upon request.
4. These security documents shall not be removed or transmitted from the project site without the written approval of Contracting
Officer.
5. All paper waste or electronic media such as CD’s and diskettes shall be shredded and destroyed in a manner acceptable to the VA.
6. Notify Contracting Officer and Site Security Officer immediately when there is a loss or compromise of “sensitive information”.
7. All electronic information shall be stored in specified location following VA standards and procedures using an Engineering Document
Management Software (EDMS).
a. Security, access and maintenance of all project drawings, both scanned and electronic shall be performed and tracked through the
EDMS system.
b. “Sensitive information” including drawings and other documents may be attached to e-mail provided all VA encryption procedures are followed.
E. Motor Vehicle Restrictions
01 00 00 -4
1. Vehicle authorization request shall be required for any vehicle entering the site and such request shall be submitted 24 hours before the date and time of access. Access shall be restricted to picking up and dropping off materials and supplies.
2. A limited number of (2 to 5) permits shall be issued for General
Contractor and its employees for parking in designated areas only.
F. Working Hours
1. The regular working hours are from 7:30 am to 5:00 pm, Monday through Friday. The contractor shall not perform work outside regular hours or on Saturday, Sundays, or legal holidays. The contractor shall receive approval from the COR to work outside the regular working hours, weekends, or legal holidays.
G. The Contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer. The Contractor shall hold and save the
Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance.
H. Temporary buildings (e.g., storage sheds, shops, offices) and utilities may be erected by the Contractor only with the approval of the
Contracting Officer and shall be built with labor and materials furnished by the Contractor without expense to the Government. The temporary buildings and utilities shall remain the property of the
Contractor and shall be removed by the Contractor at its expense upon completion of the work. With the written consent of the Contracting
Officer, the buildings and utilities may be abandoned and need not be removed.
I. The Contractor shall, under regulations prescribed by the Contracting
Officer, use only established roadways, or use temporary roadways constructed by the Contractor when and as authorized by the Contracting
Officer. When materials are transported in prosecuting the work, vehicles shall not be loaded beyond the loading capacity recommended by the manufacturer of the vehicle or prescribed by any Federal, State, or local law or regulation. When it is necessary to cross curbs or sidewalks, the Contractor shall protect them from damage. The
Contractor shall repair or pay for the repair of any damaged curbs, sidewalks, or roads.
01 00 00 -5
(FAR 52.236-10)
J. Working space and space available for storing materials shall be as determined by the COR.
K. Workmen are subject to rules of Medical Center applicable to their conduct.
L. Execute work so as to interfere as little as possible with normal functioning of Medical Center as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being done by others. Use of equipment and tools that transmit vibrations and noises through the building structure, are not permitted in buildings that are occupied, during construction, jointly by patients or medical personnel, and Contractor's personnel, except as permitted by COR where required by limited working space.
1. Do not store materials and equipment in other than assigned areas.
2. Provide unobstructed access to Medical Center areas required to remain in operation.
3. Where access by Medical Center personnel to vacated portions of buildings is not required, storage of Contractor's materials and equipment will be permitted subject to fire and safety requirements.
M. Phasing:
The Medical Center must maintain its operation 24 hours a day 7 days a week. Therefore, any interruption in service must be scheduled and coordinated with the COR to ensure that no lapses in operation occur.
It is the CONTRACTOR'S responsibility to develop a work plan and schedule detailing, at a minimum, the procedures to be employed, the equipment and materials to be used, the interim life safety measure to be used during the work, and a schedule defining the duration of the work with milestone subtasks. The work to be outlined shall include, but not be limited to:
To insure such executions, 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, 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. Arrange such phasing to insure accomplishment of this work in successive phases mutually agreeable to
Medical Center Director, COR, and Contractor, as follows:
01 00 00 -6
Phase I: Install Steel Perimeter Fence along North, East, and
Southern property Lines Phase II: Install Ornamental Perimeter Fence along West property line
N. Construction Fence: Before construction operations begin, Contractor shall provide a chain link construction fence, 3.0m (ten feet) minimum height, around the construction area indicated on the drawings. Provide gates as required for access with necessary hardware, including hasps and padlocks. Fasten fence fabric to terminal posts with tension bands and to line posts and top and bottom rails with tie wires spaced at maximum 375mm (15 inches). Bottom of fences shall extend to 25mm (one inch) above grade. Remove the fence when directed by COR.
O. Utilities Services: Maintain existing utility services for Medical
Center at all times. Provide temporary facilities, labor, materials, equipment, connections, and utilities to assure uninterrupted services.
Where necessary to cut existing water, steam, gases, sewer or air pipes, or conduits, wires, cables, etc. of utility services or of fire protection systems and communications systems (including telephone), they shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by COR.
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 COR. Electrical work shall be accomplished with all affected circuits or equipment de-energized.
When an electrical outage cannot be accomplished, work on any energized circuits or equipment shall not commence without a detailed work plan, the Medical Center Director’s prior knowledge and written approval. Refer to specification Sections 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS, 27 05 11 REQUIREMENTS FOR
COMMUNICATIONS INSTALLATIONS and 28 05 00, COMMON WORK RESULTS FOR
ELECTRONIC SAFETY AND SECURITY for additional requirements.
2. Contractor shall submit a request to interrupt any such services to
COR, in writing, 15 days in advance of proposed interruption.
Request shall state reason, date, exact time of, and approximate duration of such interruption.
3. Contractor will be advised (in writing) of approval of request, or of which other date and/or time such interruption will cause least
01 00 00 -7 inconvenience to operations of Medical Center. Interruption time approved by Medical Center may occur at other than Contractor's normal working hours.
4. Major interruptions of any system must be requested, in writing, at least 15 calendar days prior to the desired time and shall be performed as directed by the COR.
5. In case of a contract construction emergency, service will be interrupted on approval of 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.
P. To minimize interference of construction activities with flow of
Medical Center traffic, comply with the following:
1. Keep roads, walks and entrances to grounds, to parking and to occupied areas of buildings clear of construction materials, debris and standing construction equipment and vehicles. Wherever excavation for new utility lines cross existing roads, at least one lane must be open to traffic at all times with approval.
2. Method and scheduling of required cutting, altering and removal of existing roads, walks and entrances must be approved by the COR.
Q. 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.
R. The Department of Veteran Affairs requires the use of a zero emission boom lift for work within 50 feet of any occupied structure at no additional cost to the government.
1.6 ALTERATIONS
A. Any items required by drawings to be either reused or relocated or both, or in opinion of COR, to be in such condition that their use is impossible or impractical, shall be furnished and/or replaced by
Contractor with new items in accordance with specifications which will
01 00 00 -8 be furnished by Government. Provided the contract work is changed by reason of this subparagraph B, the contract will be modified accordingly, under provisions of clause entitled "DIFFERING SITE
CONDITIONS" (FAR 52.236-2) and "CHANGES" (FAR 52.243-4 and VAAR
852.236-88).
B. Protection: Provide the following protective measures:
1. 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.
1.7 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 noted on drawings or in specifications as items to be stored. Items that remain property of the Government shall be removed or dislodged from present locations in such a manner as to prevent damage which would be detrimental to re-installation and reuse. Store such items where directed by COR.
2. Items not reserved shall become property of the Contractor and be removed by Contractor from Medical Center.
3. Items of portable equipment and furnishings located in rooms and spaces in which work is to be done under this contract shall remain the property of the Government. When rooms and spaces are vacated by the Department of Veterans Affairs during the alteration period, such items which are NOT required by drawings and specifications to be either relocated or reused will be removed by the Government in advance of work to avoid interfering with Contractor's operation.
4. The Department of Veterans Affairs shall reserve the right to accept any salvaged materials.
1.8 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
01 00 00 -9 interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized to do so, and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workmen, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the Contracting Officer.
B. The Contractor shall protect from damage all existing improvements and utilities at or near the work site and on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor. The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the
Contractor fails or refuses to repair the damage promptly, the
Contracting Officer may have the necessary work performed and charge the cost to the Contractor.
(FAR 52.236-9)
C. Refer to Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS, for additional requirements on protecting vegetation, soils and the environment. Refer to Articles, "Alterations", "Restoration", and
"Operations and Storage Areas" for additional instructions concerning repair of damage to structures and site improvements.
1.9 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.
1.10 LAYOUT OF WORK
A. The Contractor shall lay out the work from Government established base lines and bench marks, indicated on the drawings, and shall be responsible for all measurements in connection with the layout. The
Contractor shall furnish, at Contractor's own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work. The Contractor shall be responsible
01 00 00 -10 for executing the work to the lines and grades that may be established or indicated by the Contracting Officer. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the Contracting Officer until authorized to remove them.
If such marks are destroyed by the Contractor or through Contractor's negligence before their removal is authorized, the Contracting Officer may replace them and deduct the expense of the replacement from any amounts due or to become due to the Contractor.
(FAR 52.236-17)
B. Establish and plainly mark such other lines and grades that are reasonably necessary to properly assure that location, orientation, and elevations established for each such structure and/or addition are in accordance with lines and elevations shown on contract drawings.
C. 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".
1.11 AS-BUILT DRAWINGS
A. The contractor shall maintain two full size sets of as-built drawings which will be kept current during construction of the project, to include all contract changes, modifications and clarifications.
B. All variations shall be shown in the same general detail as used in the contract drawings. To insure compliance, as-built drawings shall be made available for the COR review, as often as requested.
C. Contractor shall deliver two approved completed sets of as-built drawings in the electronic version (scanned PDF) to the COR within 15 calendar days after each completed phase and after the acceptance of the project by the COR.
D. Paragraphs A, B, & C shall also apply to all shop drawings.
1.12 USE OF ROADWAYS
A. For hauling, use only established public roads and roads on Medical
Center property and, when authorized by the COR, such temporary roads which are necessary in the performance of contract work. Temporary roads shall be constructed and restoration performed by the Contractor at Contractor's expense. When necessary to cross curbing, sidewalks, or similar construction, they must be protected by well-constructed bridges.
B. When new permanent roads are to be a part of this contract, Contractor may construct them immediately for use to facilitate building
01 00 00 -11 operations. These roads may be used by all who have business thereon within zone of building operations.
1.13 TEMPORARY TOILETS
A. Provide where directed, (for use of all Contractor's workmen) ample temporary sanitary toilet accommodations with suitable sewer and water connections; or, when approved by COR, provide suitable dry closets where directed. Keep such places clean and free from flies, and all connections and appliances connected therewith are to be removed prior to completion of contract, and premises left perfectly clean.
1.14 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, in compliance with code and as satisfactory to the Contracting Officer, 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 and repair restore the infrastructure as required.
C. Contractor shall install meters at Contractor's expense and furnish the
Medical Center 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 Medical Center 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. Electricity for all other uses is available at no cost to the Contractor.
E. Water (for Construction and Testing): Furnish temporary water service.
01 00 00 -12
1. Obtain water by connecting to the Medical Center water distribution system. Provide reduced pressure backflow preventer at each connection as per code. 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 discretion) of use of water from Medical Center's system.
1.15 INSTRUCTIONS
A. Contractor shall furnish Maintenance and Operating manuals (hard copies and electronic) and verbal instructions when required by the various sections of the specifications and as hereinafter specified.
B. Manuals: Maintenance and operating manuals and one compact disc (four hard copies and one electronic copy each) for each separate piece of equipment shall be delivered to the 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 all component parts clearly cross-referenced to diagrams and illustrations. Illustrations shall include "exploded" views showing and identifying each separate item. Emphasis shall be placed on the use of special tools and instruments. The function of each piece of equipment, component, accessory and control shall be clearly and thoroughly explained. All necessary precautions for the operation of the equipment and the reason for each precaution shall be clearly set forth. Manuals must reference the exact model, style and size of the piece of equipment and system being furnished. Manuals referencing equipment similar to but of a different model, style, and size than that furnished will not be accepted.
C. Instructions: Contractor shall provide qualified, factory-trained manufacturers' representatives to give detailed training to assigned
Department of Veterans Affairs personnel in the operation and complete maintenance for each piece of equipment. All such training will be at the job site. These requirements are more specifically detailed in the
01 00 00 -13 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 COR and shall be considered concluded only when the COR is satisfied in regard to complete and thorough coverage. The contractor shall submit a course outline with associated material to the COR for review and approval prior to scheduling training to ensure the subject matter covers the expectations of the VA and the contractual requirements. The Department of Veterans Affairs reserves the right to request the removal of, and substitution for, any instructor who, in the opinion of the COR, does not demonstrate sufficient qualifications in accordance with requirements for instructors above.
1.16 RELOCATED ITEMS
A. Contractor shall disconnect, dismantle as necessary, remove and reinstall in new location, all existing equipment shown to be relocated by the Contractor.
B. Perform relocation of such equipment or items at such times and in such a manner as directed by the COR.
1.17 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. Provide three 100 by 100 mm (4 inch by 4 inch) posts (or equivalent round posts) set 1200 mm (four 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 x 100 mm (two by four inch) material as directed.
B. Paint all surfaces of sign and posts two coats of white 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.
1.19 SAFETY SIGN
A. Provide a Safety Sign where directed by COR. Face of sign shall be 19 mm (3/4 inch) thick exterior grade plywood. Provide two 100 mm by 100
01 00 00 -14 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. Post the number of accident free days on a daily basis.
1.20 HISTORIC PRESERVATION
Where the Contractor or any of the Contractor's employees, prior to, or during the construction work, are advised of or discover any possible archeological, historical and/or cultural resources, the Contractor shall immediately notify the COR verbally, and then with a written follow up.
01 33 23 - 1
SECTION 01 33 23
SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES
PART 1 – GENERAL
1.1 DESCRIPTION
A. This specification defines the general requirements and procedures for submittals. A submittal is information submitted for VA review to establish compliance with the contract documents.
B. Detailed submittal requirements are found in the technical sections of the contract specifications. The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective technical specifications at no additional cost to the government.
C. VA approval of a submittal does not relieve the Contractor of the responsibility for any error which may exist. The Contractor is responsible for fully complying with all contract requirements and the satisfactory construction of all work, including the need to check, confirm, and coordinate the work of all subcontractors for the project.
Non-compliant material incorporated in the work will be removed and replaced at the Contractor’s expense.
1.2 DEFINITIONS
A. Preconstruction Submittals: Submittals which are required prior to issuing contract notice to proceed or starting construction. For example, Certificates of insurance; Surety bonds; Site-specific safety plan; Construction progress schedule; Schedule of values; Submittal register; List of proposed subcontractors.
B. Shop Drawings: Drawings, diagrams, and schedules specifically prepared to illustrate some portion of the work. Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be integrated and coordinated.
C. Product Data: Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions, and brochures, which describe and illustrate size, physical appearance, and other characteristics of materials, systems, or equipment for some portion of the work. Samples of warranty language when the contract requires extended product warranties.
D. Samples: Physical examples of materials, equipment, or workmanship that illustrate functional and aesthetic characteristics of a material or
01 33 23 - 2 product and establish standards by which the work can be judged. Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project. Field samples and mock-ups constructed to establish standards by which the ensuing work can be judged.
E. Design Data: Calculations, mix designs, analyses, or other data pertaining to a part of work.
F. Test Reports: Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work. Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.
G. Certificates: Document required of Contractor, or of a manufacturer, supplier, installer, or subcontractor through Contractor. The purpose is to document procedures, acceptability of methods, or personnel qualifications for a portion of the work.
H. Manufacturer's Instructions: Pre-printed material describing installation of a product, system, or material, including special notices and MSDS concerning impedances, hazards, and safety precautions.
I. Manufacturer's Field Reports: Documentation of the testing and verification actions taken by manufacturer's representative at the job site on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must indicate whether the material, product, or system has passed or failed the test.
J. Operation and Maintenance Data: Manufacturer data that is required to operate, maintain, troubleshoot, and repair equipment, including manufacturer's help, parts list, and product line documentation. This data shall be incorporated in an operations and maintenance manual.
K. Closeout Submittals: Documentation necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a phase of construction on a multi-phase contract.
1.3 SUBMITTAL REGISTER
A. The submittal register will list items of equipment and materials for which submittals are required by the specifications. This list may not be all inclusive and additional submittals may be required by the specifications. The Contractor is not relieved from supplying
01 33 23 - 3 submittals required by the contract documents but which have been omitted from the submittal register.
B. The submittal register will serve as a scheduling document for submittals and will be used to control submittal actions throughout the contract period.
C. The VA will provide the initial submittal register in electronic format. Thereafter, the Contractor shall track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the
VA.
D. The Contractor shall update the submittal register as submittal actions occur and maintain the submittal register at the project site until final acceptance of all work by Contracting Officer.
E. The Contractor shall submit formal monthly updates to the submittal register in electronic format. Each monthly update shall document actual submission and approval dates for each submittal.
1.4 SUBMITTAL SCHEDULING
A. Submittals are to be scheduled, submitted, reviewed, and approved prior to the acquisition of the material or equipment.
B. Coordinate scheduling, sequencing, preparing, and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow time for potential resubmittal.
C. No delay costs or time extensions will be allowed for time lost in late submittals or resubmittals.
D. All submittals are required to be approved prior to the start of the specified work activity.
1.5 SUBMITTAL PREPARATION
A. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.
B. Collect required data for each specific material, product, unit of work, or system into a single submittal. Prominently mark choices, options, and portions applicable to the submittal. Partial submittals will not be accepted for expedition of construction effort. Submittal will be returned without review if incomplete.
C. If available product data is incomplete, provide Contractor-prepared documentation to supplement product data and satisfy submittal requirements.
01 33 23 - 4
D. All irrelevant or unnecessary data shall be removed from the submittal to facilitate accuracy and timely processing. Submittals that contain the excessive amount of irrelevant or unnecessary data will be returned with review.
E. Provide a transmittal form for each submittal with the following information:
1. Project title, location and number.
2. Construction contract number.
3. Date of the drawings and revisions.
4. Name, address, and telephone number of subcontractor, supplier, manufacturer, and any other subcontractor associated with the submittal.
5. List paragraph number of the specification section and sheet number of the contract drawings by which the submittal is required.
6. When a resubmission, add alphabetic suffix on submittal description.
For example, submittal 18 would become 18A, to indicate resubmission.
7. Product identification and location in project.
F. The Contractor is responsible for reviewing and certifying that all submittals are in compliance with contract requirements before submitting for VA review. Proposed deviations from the contract requirements are to be clearly identified. All deviations submitted must include a side by side comparison of item being proposed against item specified. Failure to point out deviations will result in the VA requiring removal and replacement of such work at the Contractor's expense.
G. Stamp, sign, and date each submittal transmittal form indicating action taken.
H. Stamp used by the Contractor on the submittal transmittal form to certify that the submittal meets contract requirements is to be similar to the following:
01 33 23 - 5
| CONTRACTOR |
| (Firm Name) |
| Approved |
| Approved with corrections as noted on submittal data and/or |
| attached sheets(s) |
| SIGNATURE: |
| TITLE: |
| DATE: |
1.6 SUBMITTAL FORMAT AND TRANSMISSION
A. Provide submittals in electronic format, with the exception of material samples. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer.
B. Compile the electronic submittal file as a single, complete document.
Name the electronic submittal file specifically according to its contents.
01 33 23 - 6
C. Electronic files must be of sufficient quality that all information is legible. Generate PDF files from original documents so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical Character Resolution (OCR) routines are required.
D. E-mail electronic submittal documents smaller than 5MB in size to e-mail addresses as directed by the Contracting Officer.
E. Provide electronic documents over 5MB through an electronic FTP file sharing system. Confirm that the electronic FTP file sharing system can be accessed from the VA computer network. The Contractor is responsible for setting up, providing, and maintaining the electronic
FTP file sharing system for the construction contract period of performance.
F. Provide hard copies of submittals when requested by the Contracting
Officer. Up to 3 additional hard copies of any submittal may be requested at the discretion of the Contracting Officer, at no additional cost to the VA.
1.7 SAMPLES
A. Submit two sets of physical samples showing range of variation, for each required item.
B. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified.
C. When color, texture, or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.
D. Before submitting samples, the Contractor is to ensure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.
E. The VA reserves the right to disapprove any material or equipment which previously has proven unsatisfactory in service.
F. Physical samples supplied maybe requested back for use in the project after reviewed and approved.
1.8 OPERATION AND MAINTENANCE DATA
A. Submit data specified for a given item within 30 calendar days after the item is delivered to the contract site.
01 33 23 - 7
B. In the event the Contractor fails to deliver O&M Data within the time limits specified, the Contracting Officer may withhold from progress payments 50 percent of the price of the item with which such O&M Data are applicable.
1.9 TEST REPORTS
SRE may require specific test after work has been installed or completed which could require contractor to repair test area at no additional cost to contract.
1.10 VA REVIEW OF SUBMITTALS AND RFIS
A. The VA will review all submittals for compliance with the technical requirements of the contract documents. The Architect-Engineer for this project will assist the VA in reviewing all submittals and determining contractual compliance. Review will be only for conformance with the applicable codes, standards and contract requirements.
B. Period of review for submittals begins when the VA COR receives submittal from the Contractor.
C. Period of review for each resubmittal is the same as for initial submittal.
D. VA review period is 15 working days for submittals.
E. VA review period is 10 working days for RFIs.
F. The VA will return submittals to the Contractor with the following notations:
1. "Approved": authorizes the Contractor to proceed with the work covered.
2. "Approved as noted": authorizes the Contractor to proceed with the work covered provided the Contractor incorporates the noted comments and makes the noted corrections.
3. "Disapproved, revise and resubmit": indicates noncompliance with the contract requirements or that submittal is incomplete. Resubmit with appropriate changes and corrections. No work shall proceed for this item until resubmittal is approved.
4. "Not reviewed": indicates submittal does not have evidence of being reviewed and approved by Contractor or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals after taking appropriate action.
01 33 23 - 8
1.11 APPROVED SUBMITTALS
A. The VA approval of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing, and other information are satisfactory.
B. VA approval of a submittal does not relieve the Contractor of the responsibility for any error which may exist. The Contractor is responsible for fully complying with all contract requirements and the satisfactory construction of all work, including the need to check, confirm, and coordinate the work of all subcontractors for the project.
Non-compliant material incorporated in the work will be removed and replaced at the Contractor’s expense.
C. After submittals have been approved, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.
D. Retain a copy of all approved submittals at project site, including approved samples.
1.12 WITHHOLDING OF PAYMENT
Payment for materials incorporated in the work will not be made if required approvals have not been obtained.
01 35 26 -1
SECTION 01 35 26
SAFETY REQUIREMENTS
TABLE OF CONTENTS
1.1 APPLICABLE PUBLICATIONS
1.2 DEFINITIONS
1.3 REGULATORY REQUIREMENTS
1.4 ACCIDENT PREVENTION PLAN (APP)
1.5 ACTIVITY HAZARD ANALYSES (AHAS)
1.6 PRECONSTRUCTION CONFERENCE
1.7 “SITE SAFETY AND HEALTH OFFICER” (SSHO) AND “COMPETENT
PERSON” (CP)
1.8 TRAINING
1.9 INSPECTIONS
1.10 ACCIDENTS, OSHA 300 LOGS, AND MAN-HOURS
1.11 PERSONAL PROTECTIVE EQUIPMENT (PPE)
1.12 INFECTION CONTROL
1.13 FIRE SAFETY
01 35 26 -2
SECTION 01 35 26
SAFETY REQUIREMENTS
1.1 APPLICABLE PUBLICATIONS:
A. Latest publications listed below form part of this Article to extent referenced. Publications are referenced in text by basic designations only.
B. American Society of Safety Engineers (ASSE):
A10.1-2011...........Pre-Project & Pre-Task Safety and Health
Planning
A10.34-2012..........Protection of the Public on or Adjacent to
Construction Sites
A10.38-2013..........Basic Elements of an Employer’s Program to
Provide a Safe and Healthful Work Environment
American National Standard Construction and
Demolition Operations
C. American Society for Testing and Materials (ASTM):
E84-2013.............Surface Burning Characteristics of Building
Materials
D. The Facilities Guidelines Institute (FGI):
FGI Guidelines-2010 Guidelines for Design and Construction of
Healthcare Facilities
E. National Fire Protection Association (NFPA):
10-2013..............Standard for Portable Fire Extinguishers
30-2012..............Flammable and Combustible Liquids Code
51B-2014.............Standard for Fire Prevention during Welding, Cutting and Other Hot Work
70-2014..............National Electrical Code
70B-2013.............Recommended Practice for Electrical Equipment
Maintenance
70E-2015 ............Standard for Electrical Safety in the Workplace
99-2012..............Health Care Facilities Code
241-2013.............Standard for Safeguarding Construction, Alteration, and Demolition Operations
F. The Joint Commission (TJC)
01 35 26 -3
TJC Manual ..........Comprehensive Accreditation and Certification
Manual
G. U.S. Nuclear Regulatory Commission
10 CFR 20 ...........Standards for Protection Against Radiation
H. U.S. Occupational Safety and Health Administration (OSHA):
29 CFR 1904 .........Reporting and Recording Injuries & Illnesses
29 CFR 1910 .........Safety and Health Regulations for General
Industr…
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