Attachment General Requirements.pdf
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- Solicitation number
- 36C26123R0038
About this file
This document describes a federal contract opportunity for replacing xeriscaping at the Veterans Affairs Medical Center in San Francisco, California. The project involves demolishing existing aged synthetic turf and constructing new xeriscaping in seven designated areas using artificial grass products. For areas one through four and six, the required product is LXR Po 80s synthetic turf or approved equal, which must be rated for heavy traffic use and have a minimum eight-year warranty. For the playground area seven, the required product is Sterling Playground Tile 3.25 or approved equal, which must meet ASTM head injury criteria standards and have a minimum five-year warranty. The contractor must furnish all labor, materials, equipment, transportation and services to complete the replacement according to the statement of work. The contract value is estimated between $250,000 to $500,000. The solicitation number is 36C26123R0038 and responses are due to the Department of Veterans Affairs VISN 21 by the contracting office. This opportunity is a total small business set-aside for Service-Disabled Veteran Owned Small Businesses.
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Other files
| File | Type | Posted |
|---|---|---|
| Attachment RFI Questions and Answers.pdf | ||
| 36C26123R0038 0002.docx | DOCX document | |
| 36C26123R0038 0001.docx | DOCX document | |
| Attachment SOW rev 02-08-23.pdf | ||
| Attachment Ariel Map.pdf | ||
| Attachment Pre-solicitation Site Vistit Briefing.pptx | PPTX presentation | |
| Attachment Sterling Playground Tile.pdf | ||
| Attachment Specifications Synthetic Turf.pdf | ||
| Attachment Worksite Picture.pdf | ||
| Attachment Price Breakdown.pdf | ||
| Attachment Construction Waste Management.pdf | ||
| Attachment REQUEST FOR INFORMATION (RFI) FORM.pdf | ||
| 36C26123R0038 Solicitation.docx | DOCX document | |
| Attachment Earthwork.pdf |
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Text version
San Francisco VA Medical Center 10-31-22 662-23-120 Replace Xeriscaping of Northeast Portion of Campus i
SECTION 01 00 00
GENERAL REQUIREMENTS
TABLE OF CONTENTS
1.1 GENERAL INTENTION
1.2 STATEMENT OF BID ITEMS
1.3 SPECIFICATIONS AND DRAWINGS
1.4 CONSTRUCTION SECURITY REQUIREMENTS
1.5 FIRE SAFETY
1.6 OPERATIONS AND STORAGE AREAS
1.7 ALTERATIONS
1.8 INFECTION PREVENTION MEASURES
1.9 DISPOSAL AND RETENTION
1.10 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,
UTILITIES, AND IMPROVEMENTS ............... Error! Bookmark not defined.
1.11 RESTORATION .......................... Error! Bookmark not defined.
1.12 PHYSICAL DATA ........................ Error! Bookmark not defined.
1.13 AS-BUILT DRAWINGS .................... Error! Bookmark not defined.
1.14 USE OF ROADWAYS ...................... Error! Bookmark not defined.
1.15 PRECONSTRUCTION RISK ASSESSMENT ...... Error! Bookmark not defined.
1.16 TEMPORARY USE OF EXISTING ELEVATORS
1.17 TEMPORARY TOILETS .................... Error! Bookmark not defined.
1.18 AVAILABILITY AND USE OF UTILITY SERVICES
1.19 TESTS ................................ Error! Bookmark not defined.
1.20 INSTRUCTIONS ......................... Error! Bookmark not defined.
1.21 RELOCATED EQUIPMENT and ITEMS ........ Error! Bookmark not defined.
1.22 CONSTRUCTION SIGN
1.23 SAFETY SIGN
1.24 CONSTRUCTION AND DEMOLITION DEBRIS MANAGEMENT
1.25 HISTORIC PRESERVATION ................ Error! Bookmark not defined.
1.26 PARKING
1.27 I.D. BADGES
ii
1.28 CONSTRUCTION SCHEDULE
1.29 DAILY LOGS
1.30 TB TESTING REQUIREMENTS
1.31 SEASONAL INFLUENZA VACCINE REQUIREMENTS
1.32 ASBESTOS ............................. Error! Bookmark not defined.
1.33 ADDITIONAL SPECIFICATIONS ............ Error! Bookmark not defined.
01 00 00 - 1
SECTION 01 00 00
GENERAL REQUIREMENTS
1.1 GENERAL INTENTION
A. The San Francisco Veterans Affairs (VA) Medical Center (SFVAMC) has a requirement to upgrade finishes of room on the 1A wing of Building 203 on the campus at 4150 Clement St, San Francisco CA 94121. This scope includes the following:
1. Demolish existing xerispacing materials. Remove and dispose of materials as necessary to meet grade.
2. Construct/install sub-surface materials and install artificial grass in depicted areas.
1.2 STATEMENT OF BID ITEMS
B. Provide services to complete work related to upgrading finishes as indicated in Scope of Work for this requirement.
1.3 SPECIFICATIONS AND DRAWINGS
A. The contractor shall not be required to maintain drawings or specifications on the jobsite as scale of the requirement and restricted spaces allow for no net utility of doing so.
B. Discrepancies between the specifications and the statement of work shall be reported by the contractor to the Contracting Officer and the
Contracting Officer’s Representative for resolution.
1.4 CONSTRUCTION SECURITY REQUIREMENTS
A. Security Plan:
1. The security plan defines both physical and administrative security procedures that will remain effective for the entire duration of the project.
2. The general contractor is responsible for assuring that all subcontractors working on the project and their employees also comply with these regulations.
B. Security Procedures:
01 00 00 - 2
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. For working outside the “regular hours” as defined in the contract, the general contractor shall give 3 days 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.
5. Contractor shall adhere to all security standards regarding VA data.
C&A requirements do not apply, and a Security Accreditation Package is not required.
1.5 FIRE SAFETY
A. Applicable Publications: Publications listed below form part of this
Article to extent referenced. Publications are referenced in text by basic designations only.
1. American Society for Testing and Materials (ASTM):
E84-18...............Surface Burning Characteristics of Building
Materials
2. National Fire Protection Association (NFPA):
10-2018..............Standard for Portable Fire Extinguishers
30-2018..............Flammable and Combustible Liquids Code
51B-2014.............Standard for Fire Prevention During Welding, Cutting and Other Hot Work
70-2017..............National Electrical Code
241-2013.............Standard for Safeguarding Construction, Alteration, and Demolition Operations
01 00 00 - 3
3. Occupational Safety and Health Administration (OSHA):
29 CFR 1926..........Safety and Health Regulations for Construction
E. Means of Egress: Do not block exiting for occupied buildings, including paths from exits to roads. Minimize disruptions and coordinate with
COR.
F. Egress Routes for Construction Workers: Maintain free and unobstructed egress. Inspect daily. Report findings and corrective actions weekly to
COR.
I. Existing Fire Protection: Do not impair automatic sprinklers, smoke and heat detection, and fire alarm systems, except for portions immediately under construction, and temporarily for connections. Provide fire watch for impairments more than 4 hours in a 24-hour period. All existing or temporary fire protection systems (fire alarms, sprinklers) located in construction areas shall be tested as coordinated with the Medical
Center. Parameters for the testing and results of any tests performed shall be recorded by the Medical Center and copies provided to the COR
Engineer.
N. Dispose of waste and debris in accordance with NFPA 241. Remove from buildings daily.
O. Perform other construction, alteration and demolition operations in accordance with 29 CFR 1926.
1.6 OPERATIONS AND STORAGE AREAS
A. The contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the 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 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.
01 00 00 - 4
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.
E. Workers are subject to rules of Medical Center applicable to their conduct.
F. 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. 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 ten 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.
G. Construction Safety Rounds: VA will perform construction safety rounds weekly. Contractor superintendent or contractor’s Competent Person will be present during these safety inspections. COR will identify the date and time of these weekly inspections.
I. Buildings will be occupied during performance of work.
01 00 00 - 5
1. Contractor shall take all measures and provide all material necessary for protecting existing equipment and property in affected areas of construction against dust and debris, so that equipment and affected areas to be used in the Medical Centers operations will not be hindered. Contractor shall permit access to Department of
Veterans Affairs personnel and patients through other construction areas which serve as routes of access to such affected areas and equipment. These routes whether access or egress shall be isolated from the construction area by temporary partitions and have walking surfaces, lighting, etc. to facilitate patient and staff access.
Coordinate alteration work in areas occupied by Department of
Veterans Affairs so that Medical Center operations will continue during the construction period.
N. Contract Work Hours and Federal Holidays: Standard daily contract work hours at the San Francisco VA Medical Center (SFVAMC) are from 7:30 AM to 5:00 PM, Monday through Friday, except for Federal Holidays. The contractor shall submit to the Contracting Officer (CO) for approval, in writing, a notice of its desire to work during any period/hours other than the standard.
O. Stored Equipment and Materials as per VAAR 852.232-70(d)are also subject to the stipulation that such materials are to be placed into service within 60 days of delivery as validated on the approved project schedule. For the purposes of verification in this respect “true costs” as referenced in VAAR 852.232-70(b)(2) will be those accompanied by an invoice reflecting the product and quantity to be verified and the costs assigned.
1.7 ALTERATIONS
A. Survey: Before any work is started, the contractor shall make a thorough survey with the COR of areas of buildings in which alterations occur and areas which are anticipated routes of access.
E. Final Cleanup: Upon completion of project, or as work progresses, remove all construction debris from above ceiling, vertical shafts and utility chases that have been part of the construction.
F. Disposal and Retention: Materials and equipment accruing from work removed and from demolition of buildings or structures, or parts
01 00 00 - 6 thereof, shall be disposed of as follows per Article 1.9, DISPOSAL AND
RETENTION.
1.8 INFECTION PREVENTION MEASURES
A. Implement the requirements of VAMC’s Infection Control Risk Assessment
(ICRA) team. ICRA Group may monitor dust near the construction work and require the contractor to take corrective action immediately if the safe levels are exceeded.
B. Establish and maintain a dust control program as part of the contractor’s infection preventive measures in accordance with the guidelines provided by ICRA Group. Prior to start of work, prepare a plan detailing project-specific dust protection measures, including periodic status reports, and submit to COR for review for compliance with contract requirements. No work shall start without approved ICRA permit and full coordination with COR.
1. All personnel involved in the construction or renovation activity shall be educated and trained in infection prevention measures established by the Medical Center.
C. Medical Center Infection Control personnel shall monitor for airborne disease (e.g. aspergillosis) as appropriate during construction. A baseline of conditions may be established by the Medical Center prior to the start of work and periodically during the construction stage to determine impact of construction activities on indoor air quality. In addition:
1. The COR and VAMC Infection Control personnel shall review pressure differential monitoring documentation to verify that pressure differentials in the construction zone and in the patient-care rooms are appropriate for their settings. The requirement for negative air pressure in the construction zone shall depend on the location and type of activity. Upon notification, the contractor shall implement corrective measures to restore proper pressure differentials as needed.
2. In case of any problem, the Medical Center, along with assistance from the contractor, shall conduct an environmental assessment to find and eliminate the source.
01 00 00 - 7
D. In general, the following preventive measures shall be adopted during construction to keep down dust and prevent mold.
1. Do not perform dust producing tasks within occupied areas without the approval of the COR. For construction in any areas that will remain jointly occupied by the Medical Center and contractor’s workers, the contractor shall:
a. Provide plastic, fire-resistant sheets to isolate larger areas when generating dust indoors.
b. HEPA filtration is required where the exhaust dust may reenter the breathing zone. Contractor shall verify that construction exhaust to exterior is not reintroduced to the Medical Center through intake vents, or building openings. Install HEPA (High
Efficiency Particulate Accumulator) filter vacuum system rated at
95% capture of 0.3 microns including pollen, mold spores and dust particles. Insure continuous negative air pressures occurring within the work area. HEPA filters should have ASHRAE 85 or other pre-filter to extend the useful life of the HEPA. Provide both primary and secondary filtrations units. Exhaust hoses shall be heavy duty, flexible steel reinforced and exhausted so that dust is not reintroduced to the Medical Center.
c. Adhesive Walk-off/Carpet Walk-off Mats, minimum 600mm x 900mm
(24” x 36”), shall be used at all interior transitions from the construction area to occupied Medical Center area. These mats shall be changed as often as required to maintain clean work areas directly outside construction area always.
d. Vacuum and wet mop all transition areas from construction to the occupied Medical Center at the end of each workday. Vacuum shall utilize HEPA filtration. Maintain surrounding area frequently.
Remove debris as they are created. Transport these outside the construction area in containers with tightly fitting lids.
e. The contractor shall not haul debris through patient-care areas without prior approval of the COR and the Medical Center. When approved, debris shall be hauled in enclosed dust proof containers or wrapped in plastic and sealed with duct tape. No sharp objects should be allowed to cut through the plastic. Wipe
01 00 00 - 8 down the exterior of the containers with a damp rag to remove dust. All equipment, tools, material, etc. transported through occupied areas shall be made free from dust and moisture by vacuuming and wipe down.
f. Using a HEPA vacuum, clean inside the barrier and vacuum ceiling tile prior to replacement. Any ceiling access panels opened for investigation beyond sealed areas shall be sealed immediately when unattended.
g. There shall be no standing water during construction. This includes water in equipment drip pans and open containers within the construction areas. All accidental spills must be cleaned up and dried within 12 hours. Remove and dispose of porous materials that remain damp for more than 72 hours.
h. At completion, remove construction barriers and ceiling protection carefully, outside of normal work hours. Vacuum and clean all surfaces free of dust after the removal.
E. Final Cleanup:
1. Upon completion of project, or as work progresses, remove all construction debris from above ceiling, vertical shafts and utility chases that have been part of the construction.
2. Perform HEPA vacuum cleaning of all surfaces in the construction area. This includes walls, ceilings, cabinets, furniture (built-in or free standing), partitions, flooring, etc.
3. All new air ducts shall be cleaned prior to final inspection.
1.9 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 in accordance with law. Normal construction debris is to be disposed of through landfill by the contractors means. Potential Asbestos-
Containing Materials are to be disposed of per law. Manifests of such disposal are to be approved by and provided to the VA.
1.16 TEMPORARY USE OF EXISTING ELEVATORS
A. Contractor will be allowed the use of existing elevators. The contractor shall provide maximum protection of elevator components.
01 00 00 - 9
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 contractor shall carefully conserve any utilities furnished without charge.
B. Electricity (for Construction and Testing): Furnish all temporary electric services.
1. Obtain electricity by connecting to the Medical Center electrical distribution system. Electricity is available at no cost to the contractor.
1.22 CONSTRUCTION SIGN
A. Provide two (2) construction signs at each entrance to the construction area. Signs shall be of a durable material, 300 mm (12 inch) high and
760 mm (30 inch) wide. Background shall be of yellow gloss paint.
Lettering shall be in blue gloss paint, with letters 50 mm (2 inch) high in Helvetica. Letter as follows:
DANGER - KEEP OUT
CONSTRUCTION AREA
AUTHORIZED PERSONNEL ONLY
PLEASE EXCUSE THE INCONVENIENCE
WE ARE WORKING TO IMPROVE YOUR FACILITY
B. Maintain signs and remove them when directed by the COR.
1.23 SAFETY SIGN
A. Prior to commencing work, the contractor shall provide proof that an
OSHA-certified “competent person” (CP) (29 CFR 1926.20 (b) (2)) will maintain a presence at the work site whenever the general or subcontractors are present.
B. All contracted employees must be able to speak and understand English.
Contracted employees must be legally employed in the United States of
America.
C. All employees of general contractor or subcontractors shall have the
10-hour or 30-hour OSHA certified Construction Safety course and/or other relevant competency training. Copies of training records shall be submitted before start of work.
01 00 00 - 10
D. Provide Safety Signs per OSHA requirements and as directed by the
Contracting Officer's Representative. All safety signs shall be commercially produced.
1.24 CONSTRUCTION AND DEMOLITION DEBRIS MANAGEMENT
A. This project requires compliance with the City of San Francisco’s
Construction and Demolition Ordinance, number 27-06, for managing construction and demolition debris, where at least 65% can be reused/recycled and diverted away from the landfill. Compliance with this City Ordinance can be accomplished through using a registered transporter and registered facility for managing the construction/demolition debris. For more information, refer to the following websites:
Construction and Demolition Ordinance:
https://sfenvironment.org/sites/default/files/fliers/files/cd_ordinance
List of Registered Transporters:
https://sfenvironment.org/sites/default/files/fliers/files/sfe_zw_cd_re gistered_facilities_list_190222.pdf
List of Registered Facilities:
https://sfenvironment.org/sites/default/files/fliers/files/sfe_zw_cd_re gistered_facilities_list_181108.pdf
Construction and Demolition Forms and Resources https://sfenvironment.org/construction-demolition-resources
1.26 PARKING
A. There will be minimal parking space on site available to the contractor for staging, container, or debris box. Coordinate through the COR prior to staging or placing container or debris box.
1.27 I.D. BADGES
A. All workers are required to obtain a time-limited I.D. badge from the
VA Police Service, located on the ground floor of Building 203. This badge must be worn always when workers are on site.
https://sfenvironment.org/sites/default/files/fliers/files/cd_ordinance.pdf https://sfenvironment.org/sites/default/files/fliers/files/cd_ordinance.pdf https://sfenvironment.org/sites/default/files/fliers/files/sfe_zw_cd_registered_facilities_list_190222.pdf https://sfenvironment.org/sites/default/files/fliers/files/sfe_zw_cd_registered_facilities_list_190222.pdf https://sfenvironment.org/sites/default/files/fliers/files/sfe_zw_cd_registered_facilities_list_181108.pdf https://sfenvironment.org/sites/default/files/fliers/files/sfe_zw_cd_registered_facilities_list_181108.pdf https://sfenvironment.org/construction-demolition-resources
01 00 00 - 11
1.28 CONSTRUCTION SCHEDULE
B. Within 10 calendar days after receipt of Notice to Proceed, the contractor shall submit a Construction Schedule in accordance with the contract requirements. This will demonstrate phasing subject to revisions.
1.29 DAILY LOGS AND REPORTING REQUIREMENTS
A. The Contractor shall generate or display current iterations the following documentation:
1. Contractor Production Report as per VA Form 10101.
2. ICRA Permit and daily construction checklist
3. Revised egress routes for construction workers. These should be inspected daily
B. VA Form 10101 will be posted by the contractor to the VA-utilized construction management software (Submittal Exchange). Access to the software will be provided by the government at no cost to the contractor.
1.30 TB TESTING REQUIREMENTS
A. The contractor shall be responsible for providing written documentation that all his employees and subcontractor employees that will be working within the identified areas of the Medical Center have a PPD tuberculin skin test (TST Testing) for Tuberculosis screening within the last 12 months prior to starting work at the San Francisco VA Medical Center.
The contractor shall insure that those individuals keep current annual test results throughout the duration of the project. The contractor is responsible to insure these documents are kept current and are readily available for review upon request. The contractor shall provide this written document to the Contracting officer (CO) or Contracting
Officer’s Representative naming their employees or subcontractor employees, the date they were tested and the PPD Skin Test results.
Documentation of where the test was performed is also required. If the employee has never had a PPD Skin Test, then a two-step skin test or an
FDA approved Quantiferon blood test is required.
B. If the employee or the subcontractor employee test results are positive or their PPD Skin Test has been found to be positive in the past, the
01 00 00 - 12 contractor is required to also state in writing if the employee was treated for latent Tuberculosis with INH. If the employee is a new PPD
Skin Test Converter, a Chest X-Ray is required with proper documented results. The identified areas at the San Francisco VAMC that require these documented tests and results as part of the contract are buildings 1 (ground floor only), 8, 200, 203 and 208.
1.31 SEASONAL INFLUENZA VACCINE REQUIREMENTS
A. Seasonal influenza vaccination is the single best way to prevent the spread of influenza in healthcare settings. It is the policy of this
Medical Center that any contractor working in buildings 8, 203, 208, 200 (defined as patient care areas) must show evidence of receiving a flu shot during the flu season or wear an ordinary loop mask while working within 6 feet of the breathing zone of any patient. The contractor will be responsible for ensuring its employees have had this vaccination while working in patient care areas between November 1 and
March 31. Flu vaccination can be done at an outside provider or through
SFVA Occupational Health at no charge. Proof of vaccination must be shown to the Contracting Officer’s Representative prior to start of work using the self-certification form for each employee that will be working in patient care areas at the SFVAMC during the defined timeline.
- - - E N D - - -
11-01-21
01 32 16.15 - 1
SECTION 01 32 16.15
PROJECT SCHEDULES
(SMALL PROJECTS – DESIGN/BID/BUILD)
PART 1- GENERAL
1.1 DESCRIPTION:
A. The Contractor shall develop a Critical Path Method (CPM) plan and schedule demonstrating fulfillment of the contract requirements
(Project Schedule), and shall keep the Project Schedule up-to-date in accordance with the requirements of this section and shall utilize the plan for scheduling, coordinating and monitoring work under this contract (including all activities of subcontractors, equipment vendors and suppliers). Conventional Critical Path Method (CPM) technique shall be utilized to satisfy both time and cost applications.
1.2 CONTRACTOR'S REPRESENTATIVE:
A. The Contractor shall designate an authorized representative responsible for the Project Schedule including preparation, review and progress reporting with and to the Contracting Officer's Representative (COTR).
B. The Contractor's representative shall have direct project control and complete authority to act on behalf of the Contractor in fulfilling the requirements of this specification section.
C. The Contractor’s representative shall have the option of developing the project schedule within their organization or to engage the services of an outside consultant. If an outside scheduling consultant is utilized, Section 1.3 of this specification will apply.
1.3 CONTRACTOR'S CONSULTANT:
A. The Contractor shall submit a qualification proposal to the COTR, within 10 days of bid acceptance. The qualification proposal shall include:
1. The name and address of the proposed consultant.
2. Information to show that the proposed consultant has the qualifications to meet the requirements specified in the preceding paragraph.
3. A representative sample of prior construction projects, which the proposed consultant has performed complete project scheduling services. These representative samples shall be of similar size and scope.
01 32 16.15 - 2
B. The Contracting Officer has the right to approve or disapprove the proposed consultant, and will notify the Contractor of the VA decision within seven calendar days from receipt of the qualification proposal.
In case of disapproval, the Contractor shall resubmit another consultant within 10 calendar days for renewed consideration. The
Contractor shall have their scheduling consultant approved prior to submitting any schedule for approval.
1.4 COMPUTER PRODUCED SCHEDULES
A. The contractor shall provide monthly, to the Department of Veterans
Affairs (VA), all computer-produced time/cost schedules and reports generated from monthly project updates. This monthly computer service will include: three copies of up to five different reports (inclusive of all pages) available within the user defined reports of the scheduling software approved by the Contracting Officer; a hard copy listing of all project schedule changes, and associated data, made at the update and an electronic file of this data; and the resulting monthly updated schedule in PDM format. These must be submitted with and substantively support the contractor’s monthly payment request and the signed look ahead report. The COTR shall identify the five different report formats that the contractor shall provide.
B. The contractor shall be responsible for the correctness and timeliness of the computer-produced reports. The Contractor shall also responsible for the accurate and timely submittal of the updated project schedule and all CPM data necessary to produce the computer reports and payment request that is specified.
C. The VA will report errors in computer-produced reports to the
Contractor’s representative within ten calendar days from receipt of reports. The Contractor shall reprocess the computer-produced reports and associated diskette(s), when requested by the Contracting Officer’s representative, to correct errors which affect the payment and schedule for the project.
1.5 THE COMPLETE PROJECT SCHEDULE SUBMITTAL
A. Within 15 calendar days after receipt of Notice to Proceed, the
Contractor shall submit for the Contracting Officer's review; three blue line copies of the interim schedule on sheets of paper 765 x 1070 mm (30 x 42 inches) and an electronic file in the previously approved
CPM schedule program. The submittal shall also include three copies of a computer-produced activity/event ID schedule showing project
01 32 16.15 - 3 duration; phase completion dates; and other data, including event cost.
Each activity/event on the computer-produced schedule shall contain as a minimum, but not limited to, activity/event ID, activity/event description, duration, budget amount, early start date, early finish date, late start date, late finish date and total float. Work activity/event relationships shall be restricted to finish-to-start or start-to-start without lead or lag constraints. Activity/event date constraints, not required by the contract, will not be accepted unless submitted to and approved by the Contracting Officer. The contractor shall make a separate written detailed request to the Contracting
Officer identifying these date constraints and secure the Contracting
Officer’s written approval before incorporating them into the network diagram. The Contracting Officer’s separate approval of the Project
Schedule shall not excuse the contractor of this requirement. Logic events (non-work) will be permitted where necessary to reflect proper logic among work events, but must have zero duration. The complete working schedule shall reflect the Contractor's approach to scheduling the complete project. The final Project Schedule in its original form shall contain no contract changes or delays which may have been incurred during the final network diagram development period and shall reflect the entire contract duration as defined in the bid documents.
These changes/delays shall be entered at the first update after the final Project Schedule has been approved. The Contractor should provide their requests for time and supporting time extension analysis for contract time as a result of contract changes/delays, after this update, and in accordance with Article, ADJUSTMENT OF CONTRACT
COMPLETION.
B. Within 30 calendar days after receipt of the complete project interim
Project Schedule and the complete final Project Schedule, the
Contracting Officer or his representative, will do one or both of the following:
1. Notify the Contractor concerning his actions, opinions, and objections.
2. A meeting with the Contractor at or near the job site for joint review, correction or adjustment of the proposed plan will be scheduled if required. Within 14 calendar days after the joint review, the Contractor shall revise and shall submit three blue line copies of the revised Project Schedule, three copies of the revised
01 32 16.15 - 4 computer-produced activity/event ID schedule and a revised electronic file as specified by the Contracting Officer. The revised submission will be reviewed by the Contracting Officer and, if found to be as previously agreed upon, will be approved.
C. The approved baseline schedule and the computer-produced schedule(s) generated there from shall constitute the approved baseline schedule until subsequently revised in accordance with the requirements of this section.
D. The Complete Project Schedule shall contain approximately 8 work activities/events.
1.6 WORK ACTIVITY/EVENT COST DATA
A. The Contractor shall cost load all work activities/events except procurement activities. The cumulative amount of all cost loaded work activities/events (including alternates) shall equal the total contract price. Prorate overhead, profit and general conditions on all work activities/events for the entire project length. The contractor shall generate from this information cash flow curves indicating graphically the total percentage of work activity/event dollar value scheduled to be in place on early finish, late finish. These cash flow curves will be used by the Contracting Officer to assist him in determining approval or disapproval of the cost loading. Negative work activity/event cost data will not be acceptable, except on VA issued contract changes.
B. The Contractor shall cost load work activities/events for guarantee period services, test, balance and adjust various systems in accordance with the provisions in Article, FAR 52.232 – 5 (PAYMENT UNDER
FIXED-PRICE CONSTRUCTION CONTRACTS) and VAAR 852.232 – Article 70
Without NAS-CPM for (PAYMENTS UNDER FIXED PRICE CONSTRUCTION).
C. In accordance with FAR 52.236 – 1 (PERFORMANCE OF WORK BY THE
CONTRACTOR) and VAAR 852.236 – 72 (PERFORMANCE OF WORK BY THE
CONTRACTOR), the Contractor shall submit, simultaneously with the cost per work activity/event of the construction schedule required by this
Section, a responsibility code for all activities/events of the project for which the Contractor's forces will perform the work.
D. The Contractor shall cost load work activities/events for all BID ITEMS including ASBESTOS ABATEMENT. The sum of each BID ITEM work shall equal the value of the bid item in the Contractors' bid.
01 32 16.15 - 5
1.7 PROJECT SCHEDULE REQUIREMENTS
A. Show on the project schedule the sequence of work activities/events required for complete performance of all items of work. The Contractor
Shall:
1. Show activities/events as:
a. Contractor's time required for submittal of shop drawings, templates, fabrication, delivery and similar pre-construction work.
b. Contracting Officer's and Architect-Engineer's review and approval of shop drawings, equipment schedules, samples, template, or similar items.
c. Interruption of VA Facilities utilities, delivery of Government furnished equipment, and rough-in drawings, project phasing and any other specification requirements.
d. Test, balance and adjust various systems and pieces of equipment, maintenance and operation manuals, instructions and preventive maintenance tasks.
e. VA inspection and acceptance activity/event with a minimum duration of five work days at the end of each phase and immediately preceding any VA move activity/event required by the contract phasing for that phase.
2. Show not only the activities/events for actual construction work for each trade category of the project, but also trade relationships to indicate the movement of trades from one area, floor, or building, to another area, floor, or building, for at least five trades who are performing major work under this contract.
3. Break up the work into activities/events of a duration no longer than 20 work days each or one reporting period, except as to non-construction activities/events (i.e., procurement of materials, delivery of equipment, concrete and asphalt curing) and any other activities/events for which the COTR may approve the showing of a longer duration. The duration for VA approval of any required submittal, shop drawing, or other submittals will not be less than
20 work days.
4. Describe work activities/events clearly, so the work is readily identifiable for assessment of completion. Activities/events labeled
"start," "continue," or "completion," are not specific and will not be allowed. Lead and lag time activities will not be acceptable.
01 32 16.15 - 6
5. The schedule shall be generally numbered in such a way to reflect either discipline, phase or location of the work.
B. The Contractor shall submit the following supporting data in addition to the project schedule:
1. The appropriate project calendar including working days and holidays.
2. The planned number of shifts per day.
3. The number of hours per shift.
Failure of the Contractor to include this data shall delay the review of the submittal until the Contracting Officer is in receipt of the missing data.
C. To the extent that the Project Schedule or any revised Project Schedule shows anything not jointly agreed upon, it shall not be deemed to have been approved by the COTR. Failure to include any element of work required for the performance of this contract shall not excuse the
Contractor from completing all work required within any applicable completion date of each phase regardless of the COTR’s approval of the
Project Schedule.
D. Compact Disk Requirements and CPM Activity/Event Record Specifications:
Submit to the VA an electronic file(s) containing one file of the data required to produce a schedule, reflecting all the activities/events of the complete project schedule being submitted.
1.8 PAYMENT TO THE CONTRACTOR:
A. Monthly, the contractor shall submit an application and certificate for payment using VA Form 10-6001a or the AIA application and certificate for payment documents G702 & G703 reflecting updated schedule activities and cost data in accordance with the provisions of the following Article, PAYMENT AND PROGRESS REPORTING, as the basis upon which progress payments will be made pursuant to Article, FAR 52.232 –
5 (PAYMENT UNDER FIXED-PRICE CONSTRUCTION CONTRACTS) and VAAR 852.232 –
Article 70 Without NAS-CPM for (PAYMENTS UNDER FIXED PRICE
CONSTRUCTION). The Contractor shall be entitled to a monthly progress payment upon approval of estimates as determined from the currently approved updated project schedule. Monthly payment requests shall include: a listing of all agreed upon project schedule changes and associated data; and an electronic file (s) of the resulting monthly updated schedule.
01 32 16.15 - 7
B. Approval of the Contractor’s monthly Application for Payment shall be contingent, among other factors, on the submittal of a satisfactory monthly update of the project schedule.
1.9 PAYMENT AND PROGRESS REPORTING
A. Monthly schedule update meetings will be held on dates mutually agreed to by the COTR and the Contractor. Contractor and their CPM consultant
(if applicable) shall attend all monthly schedule update meetings. The
Contractor shall accurately update the Project Schedule and all other data required and provide this information to the COTR three work days in advance of the schedule update meeting. Job progress will be reviewed to verify:
1. Actual start and/or finish dates for updated/completed activities/events.
2. Remaining duration for each activity/event started, or scheduled to start, but not completed.
3. Logic, time and cost data for change orders, and supplemental agreements that are to be incorporated into the Project Schedule.
4. Changes in activity/event sequence and/or duration which have been made, pursuant to the provisions of following Article, ADJUSTMENT OF
CONTRACT COMPLETION.
5. Completion percentage for all completed and partially completed activities/events.
6. Logic and duration revisions required by this section of the specifications.
7. Activity/event duration and percent complete shall be updated independently.
B. After completion of the joint review, the contractor shall generate an updated computer-produced calendar-dated schedule and supply the
Contracting Officer’s representative with reports in accordance with the Article, COMPUTER PRODUCED SCHEDULES, specified.
C. After completing the monthly schedule update, the contractor’s representative or scheduling consultant shall rerun all current period contract change(s) against the prior approved monthly project schedule.
The analysis shall only include original workday durations and schedule logic agreed upon by the contractor and COR for the contract change(s).
When there is a disagreement on logic and/or durations, the Contractor shall use the schedule logic and/or durations provided and approved by the COR. After each rerun update, the resulting electronic project
01 32 16.15 - 8 schedule data file shall be appropriately identified and submitted to the VA in accordance to the requirements listed in articles 1.4 and
1.7. This electronic submission is separate from the regular monthly project schedule update requirements and shall be submitted to the COR within fourteen (14) calendar days of completing the regular schedule update. Before inserting the contract changes durations, care must be taken to ensure that only the original durations will be used for the analysis, not the reported durations after progress. In addition, once the final network diagram is approved, the contractor must recreate all manual progress payment updates on this approved network diagram and associated reruns for contract changes in each of these update periods as outlined above for regular update periods. This will require detailed record keeping for each of the manual progress payment updates.
D. Following approval of the CPM schedule, the VA, the General Contractor, its approved CPM Consultant, RE office representatives, and all subcontractors needed, as determined by the SRE, shall meet to discuss the monthly updated schedule. The main emphasis shall be to address work activities to avoid slippage of project schedule and to identify any necessary actions required to maintain project schedule during the reporting period. The Government representatives and the Contractor should conclude the meeting with a clear understanding of those work and administrative actions necessary to maintain project schedule status during the reporting period. This schedule coordination meeting will occur after each monthly project schedule update meeting utilizing the resulting schedule reports from that schedule update. If the project is behind schedule, discussions should include ways to prevent further slippage as well as ways to improve the project schedule status, when appropriate.
1.10 RESPONSIBILITY FOR COMPLETION
A. If it becomes apparent from the current revised monthly progress schedule that phasing or contract completion dates will not be met, the
Contractor shall execute some or all of the following remedial actions:
1. Increase construction manpower in such quantities and crafts as necessary to eliminate the backlog of work.
2. Increase the number of working hours per shift, shifts per working day, working days per week, the amount of construction equipment, or any combination of the foregoing to eliminate the backlog of work.
01 32 16.15 - 9
3. Reschedule the work in conformance with the specification requirements.
B. Prior to proceeding with any of the above actions, the Contractor shall notify and obtain approval from the COTR for the proposed schedule changes. If such actions are approved, the representative schedule revisions shall be incorporated by the Contractor into the Project
Schedule before the next update, at no additional cost to the
Government.
1.11 CHANGES TO THE SCHEDULE
A. Within 30 calendar days after VA acceptance and approval of any updated project schedule, the Contractor shall submit a revised electronic file
(s) and a list of any activity/event changes including predecessors and successors for any of the following reasons:
1. Delay in completion of any activity/event or group of activities/events, which may be involved with contract changes, strikes, unusual weather, and other delays will not relieve the
Contractor from the requirements specified unless the conditions are shown on the CPM as the direct cause for delaying the project beyond the acceptable limits.
2. Delays in submittals, or deliveries, or work stoppage are encountered which make rescheduling of the work necessary.
3. The schedule does not represent the actual prosecution and progress of the project.
4. When there is, or has been, a substantial revision to the activity/event costs regardless of the cause for these revisions.
B. CPM revisions made under this paragraph which affect the previously approved computer-produced schedules for Government furnished equipment, vacating of areas by the VA Facility, contract phase(s) and sub phase(s), utilities furnished by the Government to the Contractor, or any other previously contracted item, shall be furnished in writing to the Contracting Officer for approval.
C. Contracting Officer's approval for the revised project schedule and all relevant data is contingent upon compliance with all other paragraphs of this section and any other previous agreements by the Contracting
Officer or the VA representative.
D. The cost of revisions to the project schedule resulting from contract changes will be included in the proposal for changes in work as specified in FAR 52.243 – 4 (Changes, and will be based on the
01 32 16.15 - 10 complexity of the revision or contract change, man hours expended in analyzing the change, and the total cost of the change.
E. The cost of revisions to the Project Schedule not resulting from contract changes is the responsibility of the Contractor.
1.12 ADJUSTMENT OF CONTRACT COMPLETION
A. The contract completion time will be adjusted only for causes specified in this contract. Request for an extension of the contract completion date by the Contractor shall be supported with a justification, CPM data and supporting evidence as the COTR may deem necessary for determination as to whether or not the Contractor is entitled to an extension of time under the provisions of the contract. Submission of proof based on revised activity/event logic, durations (in work days) and costs is obligatory to any approvals. The schedule must clearly display that the Contractor has used, in full, all the float time available for the work involved in this request. The Contracting
Officer's determination as to the total number of days of contract extension will be based upon the current computer-produced calendar-dated schedule for the time period in question and all other relevant information.
B. Actual delays in activities/events which, according to the computer- produced calendar-dated schedule, do not affect the extended and predicted contract completion dates shown by the critical path in the network, will not be the basis for a change to the contract completion date. The Contracting Officer will within a reasonable time after receipt of such justification and supporting evidence, review the facts and advise the Contractor in writing of the Contracting Officer's decision.
C. The Contractor shall submit each request for a change in the contract completion date to the Contracting Officer in accordance with the provisions specified under FAR 52.243 – 4 (Changes). The Contractor shall include, as a part of each change order proposal, a sketch showing all CPM logic revisions, duration (in work days) changes, and cost changes, for work in question and its relationship to other activities on the approved network diagram.
D. All delays due to non-work activities/events such as RFI’s, WEATHER, STRIKES, and similar non-work activities/events shall be analyzed on a month by month basis.
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Project# 662-23-120 09-01-22
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 TUBERCULOSIS SCREENING
1.14 FIRE SAFETY
1.15 ELECTRICAL
1.16 FALL PROTECTION
1.17 SCAFFOLDS AND OTHER WORK PLATFORMS
1.18 EXCAVATION AND TRENCHES
1.19 CRANES
1.20 CONTROL OF HAZARDOUS ENERGY (LOCKOUT/TAGOUT)
1.21 CONFINED SPACE ENTRY
1.22 WELDING AND CUTTING
1.23 LADDERS
1.24 FLOOR & WALL OPENINGS
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-2010Guidelines for Design and Construction of
Healthcare Facilities
E. National Fire Protection Association (NFPA):
10-2018..............Standard for Portable Fire Extinguishers
30-2018..............Flammable and Combustible Liquids Code
51B-2019.............Standard for Fire Prevention During Welding, Cutting and Other Hot Work
70-2020..............National Electrical Code
70B-2019.............Recommended Practice for Electrical Equipment
Maintenance
70E-2018 ............Standard for Electrical Safety in the Workplace
01 35 26 -3
99-2018..............Health Care Facilities Code
241-2019.............Standard for Safeguarding Construction, Alteration, and Demolition Operations
F. The Joint Commission (TJC)
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 1910 .........Safety and Health Regulations for General
Industry
29 CFR 1926 .........Safety and Health Regulations for Construction
Industry
1.2 DEFINITIONS:
A. Critical Lift. A lift with the hoisted load exceeding 75% of the crane’s maximum capacity; lifts made out of the view of the operator
(blind picks); lifts involving two or more cranes; personnel being hoisted; and special hazards such as lifts over occupied facilities, loads lifted close to powerlines, and lifts in high winds or where other adverse environmental…
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