VA-CWV RHS Bid Documents - Specifications - Copy - Copy.pdf
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- Solicitation number
- 36C24524B0023
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This file is a bid specification document for a hillside slip repair project at the Louis A. Johnson VA Medical Center in Clarksburg, WV (VA Project #540-23-104). The document details construction requirements for July 2024.
The project involves repairing a hillside slip and includes earthwork, dewatering, GEOPIER SRT plate pile installation, and planting/landscaping work. Key components include site-specific mobilization planning, construction equipment access planning, site drainage maintenance, and WVDOH permitting and traffic control implementation. The contract duration is 90 days after Notice to Proceed. The contractor must coordinate with VA security protocols, maintain VA facility operations, and follow specific documentation requirements including photographic documentation of construction progress. The work requires careful coordination as the medical center must maintain 24/7 operations, with any service interruptions requiring advance approval. The contractor must develop a Critical Path Method (CPM) schedule within 45 days of Notice to Proceed and provide monthly updates.
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JULY 2024
BID DOCUMENT
SUBMISSION
SPECIFICATIONS
REPAIR HILLSIDE SLIP
VA Project #540-23-104
PREPARED FOR:
DEPARTMENT OF VETERANS AFFAIRS NETWORK
Louis A. Johnson VA Medical Center 1 Medical Center Drive
Clarksburg, WV 26301
PREPARED BY:
CB DESIGN GROUP, INC.
421 King St., Suite 301
Alexandria, VA 22314
JULY 2024
THIS PAGE INTENTIONALLY LEFT BLANK
REPAIR HILLSIDE SLIP BID DOCUMENTS
LOUIS A. JOHNSON VA MEDICAL CENTER PROJECT NO. 540-23-104
JULY 24, 2024
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 00 General Requirements 11-21
01 32 16.15 Project Schedules (Small Projects – Design/Bid/Build) 11-21
01 33 23 Shop Drawings, Product Data, and Samples 11-23
01 35 26 Safety Requirements 11-23
01 42 19 Reference Standards 11-20
01 45 00 Quality Control 02-21
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 01-21
00 01 10-2
DIVISION 03 – CONCRETE (NOT USED)
DIVISION 04 – MASONRY (NOT USED)
DIVISION 05 – METALS (NOT USED)
DIVISION 06 – WOOD, PLASTICS AND COMPOSITES (NOT USED)
DIVISION 07 - THERMAL AND MOISTURE PROTECTION (NOT
USED)
DIVISION 08 – OPENINGS (NOT USED)
DIVISION 09 – FINISHES (NOT USED)
DIVISION 10 – SPECIALTIES (NOT USED)
DIVISION 11 – EQUIPMENT (NOT USED)
DIVISION 12 – FURNISHINGS (NOT USED)
DIVISION 13 - SPECIAL CONSTRUCTION (NOT USED)
DIVISION 14– CONVEYING EQUIPEMENT (NOT USED)
DIVISION 21- FIRE SUPPRESSION (NOT USED)
DIVISION 22 – PLUMBING (NOT USED)
DIVISION 23 – HEATING, VENTILATING, AND AIR
CONDITIONING (HVAC) (NOT USED)
DIVISION 25 – INTEGRATED AUTOMATION (NOT USED)
DIVISION 26 – ELECTRICAL (NOT USED)
DIVISION 27 – COMMUNICATIONS (NOT USED)
DIVISION 28 – ELECTRONIC SAFETY AND SECURITY (NOT USED)
DIVISION 31 – EARTHWORK
31 20 00 Earthwork 08-23
31 23 19 Dewatering 10-12
31 62 00 GEOPIER SRT Plate Pile Installation 12-15
DIVISION 32 – EXTERIOR IMPROVEMENTS
32 90 00 Planting 08-16
00 01 10-3
DIVISION 33 – UTILITIES (NOT USED)
DIVISION 34 – TRANSPORTATION (NOT USED)
DIVISION 48 – Electrical Power Generation (NOT USED)
00 01 10-4
00 01 15 - 1
SECTION 00 01 15
LIST OF DRAWINGS
The drawings listed below accompanying this specification form a part of the contract.
Drawing No. Title
GENERAL INFORMATION
GI100 Cover Sheet
GENERAL RESOURCE
GR100 PHOTOGRAPHS
GR200 SOILS REPORT
GR201 SOIL BORINGS & ANALYSIS
GR202 REFERENCE MAPS & EXISTING CONDITIONS
GR203 REFERENCE MAPS & EXISTING CONDITIONS
GR204 REFERENCE MAPS & EXISTING CONDITIONS
GR205 INCLINOMETER READINGS
GR206 INCLINOMETER READINGS
GR300 NEPA ANALYSIS
GENERAL CONTRACT
GC100 CONSTRUCTION LAYDOWN PLAN
GC101 TRAFFIC CONTROL PLAN
GC200 EROSION AND SEDIMENT CONTROL PLAN
GC201 EROSION AND SEDIMENT CONTROL NARRATIVE AND DATA
SURVEY/MAPPING
VF100 SURVEY
GEOTECHNICAL
BJ100 GEOPIER SRT PLATE PILE LOCATION PLAN
BJ101...................GEOPIER SRT PLATE PILE NOTES & DETAILS
BJ102...................GEOTECHNICAL CONSTRUCTION DETAILS
- - - END OF SECTION 00 01 15 - - -
00 01 15 - 2
01 00 00 -1
SECTION 01 00 00
GENERAL REQUIREMENTS
GENERAL
1.1 SAFETY REQUIREMENTS
A. 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 the Hillside Slip Project for the VA Medical
Center Clarksburg, WV 26301 (VA Project #540-23-104) as required by drawings and specifications.
B. Bidders are strongly encouraged to visit the site prior to submitting a bid. The VA will schedule and advertise an organized site visit for bidders. The VA will not conduct individual site visits.
C. Offices of CB Design Group, Inc., as Architect-Engineers, will render certain technical services during construction.
Such services shall be considered as advisory to the
Government and shall not be construed as expressing or implying a contractual act of the Government without affirmations by 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.
JULY 24, 2024
01 00 00 -2
1.3 STATEMENT OF BID ITEMS
A. The project will be solicited in its entirety. The bid shall include:
1. GENERAL CONSTRUCTION: Work includes all general in construction, alterations, roads, walks, grading, drainage, and necessary removal of existing structures and construction and certain other items as described in the project’s Contract Drawings and Specifications.
CONSTRUCTION DURATION: 90 Days after Notice to Proceed
2. SITE SPECIFIC MOBILIZATION PLAN: Site specific mobilization plan shall include construction equipment access plan and site drainage maintenance plan. Bid shall include all costs associated with the mobilization plan, equipment access, and site drainage maintenance.
Costs associated with alterations to mobilization plan, equipment access plan, and site drainage maintenance plan made after contract award shall be borne by contractor at no additional cost to the government.
3. WVDOH PERMITTING AND TRAFFIC CONTROL PLAN: The contractor is responsible for obtaining all permits required to complete the work. Bid shall include costs for permitting as well as costs for implementation of associated traffic control plan per WVDOH Manual on
Temporary Traffic Control for Streets and Highways
(latest edition).
a. Contact at WVDOH:
Michael Davis
Michael.r.david@wv.gov
01 00 00 -3
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. Patients and staff are not to be photographed at any time.
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.
01 00 00 -4
C. Key Control:
1. The General Contractor shall provide duplicate keys and lock combinations to the Contracting officers representative (COR) for the 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”.
01 00 00 -5
7. All electronic information shall be stored in specified location following VA standards and procedures using an
Engineering Document Management Software (EDMS).
Security, access and maintenance of all project drawings, both scanned and electronic shall be performed and tracked through the EDMS system.
“Sensitive information” including drawings and other documents may be attached to e-mail provided all VA encryption procedures are followed.
E. Motor Vehicle Restrictions
1. Vehicle authorization request shall be required for any vehicle entering the site and such request shall be submitted 24 hours before the date and time of access.
Access shall be restricted to picking up and dropping off materials and supplies.
2. Permits (quantity to be determined by VA COR) shall be issued for General Contractor and its employees for parking in designated areas only. Contractor to coordinate with VA Medical Center Facility COR.
1.6 OPERATIONS AND STORAGE AREAS (FAR 52.236-10)
A. The Contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer. The
Contractor shall hold and save the Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance.
B. Temporary buildings (e.g., storage sheds, shops, offices) and utilities may be erected by the Contractor only with the approval of the Contracting Officer and shall be built with labor and materials furnished by the Contractor
01 00 00 -6 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.
C. The Contractor shall, under regulations prescribed by the
Contracting Officer, use only established roadways, or use temporary roadways constructed by the Contractor when and as authorized by the Contracting Officer. When materials are transported in prosecuting the work, vehicles shall not be loaded beyond the loading capacity recommended by the manufacturer of the vehicle or prescribed by any Federal, State, or local law or regulation. When it is necessary to cross curbs or sidewalks, the Contractor shall protect them from damage. The Contractor shall repair or pay for the repair of any damaged curbs, sidewalks, or roads.
D. Suggested working space and space available for storing materials is shown on the drawings and shall be confirmed by the COR .
E. Workers are subject to rules of the Medical Center applicable to their conduct.
F. Execute work in such a manner as to interfere as little as possible with work being done by others. Keep roads clear of construction materials, debris, standing construction equipment and vehicles at all times.
G. Execute work so as to interfere as little as possible with normal functioning of the Medical Center as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being
01 00 00 -7 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. Schedule delivery of materials and equipment to immediate construction working areas within buildings in use by
Department of Veterans Affairs in quantities sufficient for not more than two work days. Provide unobstructed access to Medical Center areas required to remain in operation.
3. Where access by Medical Center personnel to vacated portions of buildings is not required, storage of
Contractor's materials and equipment will be permitted subject to fire and safety requirements.
H. Utilities Services: Where necessary to cut existing pipes, electrical wires, conduits, cables, etc., of utility services, or of fire protection systems or communications systems (except telephone), they shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by COR. All such actions shall be coordinated with the COR or Utility Company involved:
1. 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.
01 00 00 -8
I. Phasing:
1. 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:
2. To ensure 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 dates to ensure accomplishment of this work in successive phases mutually agreeable to COR and Contractor.
J. Construction Fence: Before construction operations begin, Contractor shall provide a chain link construction fence, 2.1m (seven feet) minimum height, around the construction area indicated on the drawings. Provide gates as required for access with necessary hardware, including hasps and padlocks. Fasten fence fabric to terminal posts with tension bands and to line posts and top and bottom rails with tie wires spaced at maximum 375mm (15 inches). Bottom
01 00 00 -9 of fences shall extend to 25mm (one inch) above grade.
Remove the fence when directed by COR.
K. Utilities Services: Maintain existing utility services for
Louis A. Johnson 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.
2. Contractor shall submit a request to interrupt any such services to COR, in writing, 7 days in advance of proposed interruption. Request shall state reason, date, exact time of, and approximate duration of such interruption.
3. Contractor will be advised (in writing) of approval of request, or of which other date and/or time such interruption will cause least inconvenience to operations of Louis A. Johnson 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.
01 00 00 -10
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.
L. Abandoned Lines: All service lines such as wires, cables, conduits, ducts, pipes and the like, and their hangers or supports, shall be removed back to their source. Those which are indicated to be abandoned but are not required to be entirely removed, shall be sealed, capped or plugged at the main, branch or panel they originate from. The lines shall not be capped in finished areas, but shall be removed and sealed, capped or plugged in ceilings, within furred spaces, in unfinished areas, or within walls or partitions;
so that they are completely behind the finished surfaces.
M. To minimize interference of construction activities with flow of 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.
2. Method and scheduling of required cutting, altering and removal of existing roads, walks and entrances must be approved by the COR.
N. Coordinate the work for this contract with other construction operations as directed by COR. This includes
01 00 00 -11 the scheduling of traffic and the use of roadways, as specified in Article, USE OF ROADWAYS.
1.7 ALTERATIONS
A. Survey: Before any work is started, the Contractor shall make a thorough survey with the COR of the area of work and areas which are anticipated routes of access, and furnish a report, signed by bothto the Contracting Officer.
This report shall list the area of work’s:
1. Existing conditions.
2. Existence and conditions of items required by drawings to be either reused or relocated, or both.
3. Shall note any discrepancies between drawings and existing conditions at site.
4. Shall designate areas for working space, materials storage and routes of access to areas within buildings where alterations occur and which have been agreed upon by Contractor and COR.
B. Any items required by drawings to be either reused or relocated or both, found during this survey to be nonexistent, or in opinion of 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 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).
C. Re-Survey: One week before expected partial or final inspection date, the Contractor and COR together shall make a thorough re-survey of the areas of buildings involved.
01 00 00 -12
They shall furnish a report on conditions then existing, as compared with conditions of same as noted in first condition survey report:
1. Re-survey report shall also list any damage caused by
Contractor to the area, despite protection measures; and, will form basis for determining extent of repair work required of Contractor to restore damage caused by
Contractor's workers in executing work of this contract.
D. 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.
1.8 DISPOSAL AND RETENTION
A. Materials and equipment accruing from work removed and from demolition of buildings or structures, or parts thereof, shall be disposed of as follows:
1. Reserved items which are to remain property of the
Government are identified by attached tags or noted on drawings or in specifications as items to be stored.
Items that remain property of the Government shall be removed or dislodged from present locations in such a manner as to prevent damage which would be detrimental to re-installation and reuse. Store such items where directed by COR.
2. Items not reserved shall become property of the
Contractor and be removed by Contractor from Medical
Center.
01 00 00 -13
1.9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,
UTILITIES, AND IMPROVEMENTS (FAR 52.236-9)
A. The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized to do soand 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 workers, 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.
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
01 00 00 -14
Areas" for additional instructions concerning repair of damage to structures and site improvements.
1.10 RESTORATION
A. Remove, cut, alter, replace, patch and repair existing work as necessary to install new work. Except as otherwise shown or specified, do not cut, alter or remove any structural work, and do not disturb any ducts, plumbing, steam, gas, or electric work without approval of the COR. 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. Existing work disturbed or removed as a result of performing required new work, shall be patched, repaired, reinstalled, or replaced with new work, and refinished and left in as good condition as existed before commencing work.
C. At Contractor's own expense, Contractor shall immediately restore to service and repair any damage caused by
Contractor's workers to existing piping and conduits, wires, cables, etc., of utility services or of fire protection systems and communications systems (including telephone) which are not scheduled for discontinuance or abandonment.
D. Expense of repairs to such utilities and systems not shown on drawings or locations of which are unknown will be covered by adjustment to contract time and price in
01 00 00 -15 accordance with clause entitled "CHANGES" (FAR 52.243-4) and "DIFFERING SITE CONDITIONS" (FAR 52.236-2).
1.11 PHYSICAL DATA – SOIL CONDITIONS
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
Jessica Maier, G.I.T.
Geotechnical Project Manager
ECS Mid-Atlantic, LLC
100 East Kensinger Drive, Suite 300
Cranberry Township, PA 16066
Phone: (412) 206-1470
Fax: (412) 927-1273
(FAR 52.236-4)
B. Subsurface conditions have been developed by core borings and test pits. Logs of subsurface exploration are shown diagrammatically on drawings.
C. A copy of the soil report will be made available for inspection by bidders upon request to the Engineering
Officer at the VA Medical Center and shall be considered part of the contract documents.
D. Government does not guarantee that other materials will not be encountered nor that proportions, conditions or character of several materials will not vary from those indicated by explorations. Bidders are expected to examine site of work and logs of borings; and, after investigation, 01 00 00 -16 decide for themselves character of materials and make their bids accordingly. Upon proper application to Department of
Veterans Affairs, bidders will be permitted to make subsurface explorations of their own at site.
1.12 PROFESSIONAL SURVEYING SERVICES
A. A registered professional land surveyor or registered civil engineer whose services are retained and paid for by the
Contractor shall perform services specified herein and in other specification sections. The Contractor shall certify that the land surveyor or civil engineer is not one who is a regular employee of the Contractor, and that the land surveyor or civil engineer has no financial interest in this contract.
1.13 LAYOUT OF WORK
A. The Contractor shall lay out the work from Government established base lines and benchmarks, indicated on the drawings, and shall be responsible for all measurements in connection with the layout. The Contractor shall furnish, at Contractor's own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work. The Contractor shall be responsible for executing the work to the lines and grades that may be established or indicated by the Contracting
Officer. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the Contracting Officer until authorized to remove them. If such marks are destroyed by the Contractor or through Contractor's negligence before their removal is authorized, the Contracting Officer may replace them and
01 00 00 -17 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 the corner of the existing adjacent building, lines for each control monument, and such other lines and grades that are reasonably necessary to properly assure that location, orientation, and elevations established for piles 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. Survey shall include, but not be limited to, location of lines and grades of footings, exterior walls, concrete pads, and major utilities:
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, and other major controlling features) is placed.
D. During progress of work, and particularly as work progresses along hillside, Contractor shall have line grades 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 piles are placed. In addition, Contractor shallfurnish to the COR certificates from a registered land
01 00 00 -18 surveyor or registered civil engineer that the following work is complete in every respect as required by contract drawings.
1. Location of slip area
2. Locations and elevations of plate piles.
E. Whenever changes from contract drawings are made in line or grading requiring certificates, record such changes on a reproducible drawing bearing the registered land surveyor or registered civil engineer seal, and forward these drawings upon completion of work to COR.
F. Upon completion of the work, the Contractor shall furnish the COR one electronic copy and reproducible drawings 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.
G. The Contractor shall perform the surveying and layout work of this and other articles and specifications in accordance with the provisions of Article "Professional Surveying
Services".
1.14 AS-BUILT DRAWINGS
A. The contractor shall maintain two full size sets of as-built drawings and electronic pdf copies 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 ensure 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
01 00 00 -19 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.
1.15 WARRANTY MANAGEMENT
A. Warranty Management Plan: Develop a warranty management plan which contains information relevant to FAR 52.246-21
Warranty of Construction in at least 30 days before the planned pre-warranty conference, submit four sets and electronic pdf copy of the warranty management plan.
Include within the warranty management plan all required actions and documents to assure that the Government receives all warranties to which it is entitled. The plan must be in narrative form and contain sufficient detail to render it suitable for use by future maintenance and repair personnel, whether tradesman, or of engineering background, not necessarily familiar with this contract. The term
“status” as indicated below must include due date and whether item has been submitted or was approved. Warranty information made available during the construction phase must be submitted to the Contracting Officer for approval prior to each monthly invoice for payment. Assemble approved information in a binder and turn over to the
Government upon acceptance of the work. The construction warranty period will begin on the date of the project acceptance and continue for the product warranty period. A joint 4 month and 9 month warranty inspection will be conducted, measured from time of acceptance, by the
Contactor and the Contracting Officer. Include in the warranty management plan, but not limited to, the following:
01 00 00 -20
1. Roles and responsibilities of all personnel associated with the warranty process, including points of contact and telephone numbers within the company of the
Contractor, subcontractors, manufacturers or suppliers involved.
2. Furnish with each warranty the name, address and telephone number of each of the guarantor’s representatives nearest project location.
3. Listing and status of delivery of all Certificates of
Warranty for extended warranty items.
4. A list for each warranted equipment item, feature of construction or system indicating:
a. Name of item.
b. Model and serial numbers.
c. Location where installed.
d. Name and phone numbers of manufacturers and suppliers.
e. Name and phone numbers of manufacturers or suppliers.
f. Names, addresses and phone numbers of sources of spare parts.
g. Warranties and terms of warranty. Include one-year overall warranty of construction, including the starting date of warranty of construction. Items which have extended warranties must be indicated with separate warranty expiration dates.
h. Starting point and duration of warranty period.
i. Summary of maintenance procedures required to continue the warranty in force.
j. Cross-reference to specific pertinent Operation and
Maintenance manuals.
k. Organizations, names and phone numbers of persons to call for warranty service.
01 00 00 -21
l. Typical response time and repair time expected for various warranted equipment.
5. The plans for attendance at the 4 and 9-month post construction warranty inspections conducted by the government.
6. Procedure and status of tagging of all equipment covered by extended warranties.
7. Copies of instructions to be posted near selected pieces of equipment where operation is critical for warranty and/or safety reasons.
B. Performance & Payment Bonds: The Performance & Payment
Bonds must remain effective throughout the construction period.
1. In the event the Contractor fails to commence and diligently pursue any construction warranty work required, the Contracting Officer will have the work performed by others, and after completion of the work, will charge the remaining construction warranty funds of expenses incurred by the Government while performing the work, including, but not limited to administrative expenses.
2. In the event sufficient funds are not available to cover the construction warranty work performed by the
Government at the contractor’s expenses, the Contracting
Officer will have the right to recoup expenses from the bonding company.
3. Following oral or written notification of required construction warranty repair work, the Contractor shall respond in a timely manner. Written verification will follow oral instructions. Failure to respond will be
01 00 00 -22 cause for the Contracting Officer to proceed against the
Contractor.
C. Pre-Warranty Conference: Prior to contract completion, and at a time designated by the Contracting Officer, the
Contractor shall meet with the Contracting Officer to develop a mutual understanding with respect to the requirements of this section. Communication procedures for
Contractor notification of construction warranty defects, priorities with respect to the type of defect, reasonable time required for Contractor response, and other details deemed necessary by the Contracting Officer for the execution of the construction warranty will be established/ reviewed at this meeting. In connection with these requirements and at the time of the Contractor’s quality control completion inspection, furnish the name, telephone number and address of a licensed and bonded company which is authorized to initiate and pursue construction warranty work action on behalf of the Contractor. This point of contract will be located within the local service area of the warranted construction, be continuously available and be responsive to Government inquiry on warranty work action and status. This requirement does not relieve the
Contractor of any of its responsibilities in conjunction with other portions of this provision.
D. Contractor’s Response to Construction Warranty Service
Requirements:
E. Following oral or written notification by the Contracting
Officer, the Contractor shall respond to construction warranty service requirements in accordance with the
“Construction Warranty Service Priority List” and the three categories of priorities listed below. Submit a report on
01 00 00 -23 any warranty item that has been repaired during the warranty period. Include within the report the cause of the problem, date reported, corrective action taken, and when the repair was completed. If the Contractor does not perform the construction warranty within the timeframe specified, the Government will perform the work and back charge the construction warranty payment item established.
1. First Priority Code 1. Perform onsite inspection to evaluate situation, and determine course of action within
4 hours, initiate work within 6 hours and work continuously to completion or relief.
2. Second Priority Code 2. Perform onsite inspection to evaluate situation, and determine course of action within
8 hours, initiate work within 24 hours and work continuously to completion or relief.
3. Third Priority Code 3. All other work to be initiated within 3 work days and work continuously to completion or relief.
4. The “Construction Warranty Service Priority List” is as follows:
a) Code 3
Plate Piles.
Drainage control measures.
F. Warranty Tags: At the time of installation, tag each warranted item with a durable, oil and water-resistant tag approved by the Contracting Officer. Attach each tag with a copper wire and spray with a silicone waterproof coating.
Also submit tworecord copies of the warranty tags showing the layout and design. The date of acceptance and the QC signature must remain blank until the project is accepted
01 00 00 -24 for beneficial occupancy. Show the following information on the tag.
Warranty Tags
Type of product/material
Model number
Serial number
Contract number
Warranty period from/to
Inspector’s signature
Construction Contractor
Address
Telephone number
Warranty Contact
Address
Telephone number
Warranty response time priority code
1.16 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, drainage ditchesor similar construction, they must be protected by well-constructed bridges.
B. Use of public roadways and right-of-ways MUST be coordinated by general contractor with WVDOH and the VA
PRIOR to commencement of the work.
01 00 00 -25
1.17 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 connections and appliances connected therewith are to be removed prior to completion of contract, and premises left perfectly clean.
1. *Contractor may have for use of Contractor's workers, such toilet accommodations as may be assigned to
Contractor by Medical Center. Contractor shall keep such places clean and be responsible for any damage done thereto by Contractor's workers. Failure to maintain satisfactory condition in toilets will deprive Contractor of the privilege to use such toilets.
1.18 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
01 00 00 -26 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. Heat: Furnish temporary heat necessary to prevent injury to work and materials through dampness and cold. Use of open salamanders or any temporary heating devices which may be fire hazards or may smoke and damage finished work, will not be permitted. Maintain minimum temperatures as specified for various materials:
1. Obtain heat by connecting to Medical Center heating distribution system.
E. 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.
F. Water (for Construction and Testing): Furnish temporary water service.
1. Obtain water by connecting to the Medical Center water distribution system. Provide reduced pressure backflow
01 00 00 -27 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.
G. Fuel: Natural and LP gas and burner fuel oil required for boiler cleaning, normal initial boiler-burner setup and adjusting, and for performing the specified boiler tests will be furnished by the Government. Fuel required for prolonged boiler-burner setup, adjustments, or modifications due to improper design or operation of boiler, burner, or control devices shall be furnished and paid by the Contractor at Contractor's expense.
1.19 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
01 00 00 -28 include an index covering all component parts clearly cross-referenced to diagrams and illustrations.
Illustrations shall include "exploded" views showing and identifying each separate item. Emphasis shall be placed on the use of special tools and instruments. The function of each piece of equipment, component, accessory and control shall be clearly and thoroughly explained. All necessary precautions for the operation of the equipment and the reason for each precaution shall be clearly set forth.
Manuals must reference the exact model, style and size of the piece of equipment and system being furnished. Manuals referencing equipment similar to but of a different model, style, and size than that furnished will not be accepted.
C. Instructions: Contractor shall provide qualified, factory-trained manufacturers' representatives to give detailed training to assigned Department of Veterans
Affairs personnel in the operation and complete maintenance for each piece of equipment. All such training will be at the job site. These requirements are more specifically detailed in the various technical sections. Instructions for different items of equipment that are component parts of a complete system, shall be given in an integrated, progressive manner. All instructors for every piece of component equipment in a system shall be available until instructions for all items included in the system have been completed. This is to assure proper instruction in the operation of inter-related systems. All instruction periods shall be at such times as scheduled by the 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
01 00 00 -29 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.
1.20 GOVERNMENT-FURNISHED PROPERTY
A. The Government shall deliver to the Contractor, the
Government-furnished property shown on the drawings.
B. Equipment furnished by Government to be installed by
Contractor will be furnished to Contractor at the Medical
Center.
C. Notify Contracting Officer in writing, 60 days in advance, of date on which Contractor will be prepared to receive equipment furnished by Government. Arrangements will then be made by the Government for delivery of equipment.
1. Immediately upon delivery of equipment, Contractor shall arrange for a joint inspection thereof with a representative of the Government. At such time the
Contractor shall acknowledge receipt of equipment described, make notations, and immediately furnish the
Government representative with a written statement as to its condition or shortages.
2. Contractor thereafter is responsible for such equipment until such time as acceptance of contract work is made by the Government.
D. Equipment furnished by the Government will be delivered in a partially assembled (knock down) condition in accordance
01 00 00 -30 with existing standard commercial practices, complete with all fittings, fastenings, and appliances necessary for connections to respective services installed under contract. All fittings and appliances (i.e., couplings, ells, tees, nipples, piping, conduits, cables, and the like) necessary to make the connection between the
Government furnished equipment item and the utility stub-up shall be furnished and installed by the contractor at no additional cost to the Government.
E. Completely assemble and install the Government furnished equipment in place ready for proper operation in accordance with specifications and drawings.
F. Furnish supervision of installation of equipment at construction site by qualified factory trained technicians regularly employed by the equipment manufacturer.
1.21 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 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. Drawing details in VA Signage Design Manual, Section 11
Specialty Signs (found on VA TIL) show required legend and other characteristics of sign and are attached hereto and is made a part of this specification.
01 00 00 -31
E. Post the number of accident free days on a daily basis.
Number of photographs
Estimated Cost
No. of
Photographs
Up to $250,000 50 to 100
Up to $500,000 100 to 150
Up to $1,000,000 150 to 200
Up to $2,000,000 200 to 250
Up to $5,000,000 250 to 300
Up to $10,000,000 300 to 400
More than
$10,000,000
400 to 500
1.22 PHOTOGRAPHIC DOCUMENTATION
A. During the construction period through completion, provide photographic documentation of construction progress and at selected milestones, storage and remote access to the documentation, as per these specifications.
B. Photographic documentation elements:
1. Each digital image shall be taken with a professional grade camera with minimum size of 6 megapixels (MP) capable of producing 200x250mm (8 x 10 inch) prints with a minimum of 2272 x 1704 pixels and 400x500mm (16 x 20 inch) prints with a minimum 2592 x 1944 pixels.
2. Before construction, the building pad, adjacent streets, roadways, parkways, driveways, curbs, sidewalks, landscaping, adjacent utilities and adjacent structures surrounding the building pad and site shall be documented. Overlapping photographic techniques shall be used to ensure maximum coverage.
3. Construction progress for all trades shall be tracked at pre-determined intervals, but not less than once every
01 00 00 -32 thirty (30) calendar days (“Progressions”). Progressions shall track 360 degrees around the site.
4. Miscellaneous events that occur during any Contractor site visit, or events captured by the Department of
Veterans Affairs independently, shall be dated, labeled and inserted into a Section in the navigation structure entitled “Slideshows,” allowing this information to be stored in the same “place” as the formal scope.
5. Monthly (29 max) exterior progressions (360 degrees around the project)
6. Weekly (21 Max) Site Progressions - Photographic documentation capturing the project at different stages of construction. These progressions shall capture underground utilities, excavation, grading, backfill, landscaping and road construction throughout the duration of the project.
7. In the event a greater or lesser number of images than specified above are…
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