SOW Attachment - Specifications Package.pdf
PDF 795 KB Posted
- Solicitation number
- 36C24125Q0062
About this file
This file contains detailed safety specifications for a VA construction project to close and infill underground vaults at Togus VA Medical Center in Maine. The specifications are focused on comprehensive safety requirements, procedures and documentation that the contractor must follow.
The document outlines specific safety requirements including: development of an Accident Prevention Plan (APP) and Activity Hazard Analyses (AHAs); designation of Site Safety and Health Officer and Competent Persons; safety training requirements including OSHA 10-hour for workers and OSHA 30-hour for Trade Competent Persons; incident reporting procedures for accidents and near-misses; PPE requirements; and detailed safety protocols for high-risk activities like crane operations, excavations, scaffolding, electrical work, fall protection, confined spaces, and welding. The contractor must submit monthly safety reports, investigation reports for any incidents, and maintain documentation of all safety procedures and training. All work must comply with OSHA regulations, USACE EM 385-1-1 Safety Manual requirements, and VA safety standards.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 36C24125Q0062 0002.docx | DOCX document | |
| 36C24125Q0062 0001.docx | DOCX document | |
| Site Walk Sign in Sheet.pdf | ||
| Wage_Determination_Heavy - ME20250022.pdf | ||
| SOW Attachment - Local Requirements.pdf | ||
| SOW Attachment - PIV Badge Template.pdf | ||
| SOW Attachment - Seasonal Influenza with Vaccines.pdf | ||
| SOW final 12-19-24.docx | DOCX document | |
| 36C24125Q0062_Solicitation.docx | DOCX document | |
| SOW Attachment - Structure Location Map.pdf | ||
| SOW Attachment - Togus Campus Map .pdf | ||
| 852.219-75 VA NOTICE OF LIMITATIONS ON SUBCONTRACTING.docx | DOCX document | |
| PCRA.pdf |
Show all 13
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
VA Maine Healthcare System
Project Number: 402-001
Togus VA Medical Center
402-24-001 Close and Infill Underground Vaults 100 Percent Construction Documents – Issued for Bidding
Project Specifications
Prepared For:
VA Maine Healthcare System Togus VA Medical Center 1 VA Center Augusta, ME 04330
06-01-24
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 01 - GENERAL REQUIREMENTS
01 00 00 General Requirements 11-21 01 32 16.15 Project Schedules (Small Projects – Design/Bid/Build 01-24 01 33 23 Shop Drawings, Product Data, and Samples 11-23 01 35 26 Safety Requirements for Major Projects 05-24 01 42 19 Reference Standards 11-20 01 45 00 Quality Control 02-21 01 45 29 Testing Laboratory Services 11-18 01 57 19 Temporary Environmental Controls 01-21 01 74 19 Construction Waste Management 04-22 01 81 13 Sustainable Construction Requirements 10-17
DIVISION 02 – EXISTING CONDITIONS
02 41 00 Demolition 08-17
DIVISION 31 – EARTHWORK
31 20 00 Earthwork 08-23 31 23 23.33 Flowable Fill 10-12
11-01-21
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 infilling the underground structure behind the “Cabin-in-the-Woods”, as required by the specifications.
B. Visits to the site by Bidders may be made only by appointment with the Contracting Officer.
C. Before placement and installation of work subject to tests by testing laboratory retained by Department of Veterans Affairs, the Contractor shall notify the COR in sufficient time to enable testing laboratory personnel to be present at the site in time for proper taking and testing of specimens and field inspection.
Such prior notice shall be not less than three workdays unless otherwise designated by the COR.
D. All employees of general contractor and subcontractors shall comply with VA security management program and obtain permission of the VA police, be identified by project and employer, and restricted from unauthorized access.
1.3 STATEMENT OF BID ITEM(S)
A. ITEM I, GENERAL CONSTRUCTION: BASE BID _______: Work includes general construction, investigative services and necessary removal of existing structures and construction and certain other items.
01 00 00 -2
B. Contract documents may be obtained from the website where the solicitation is posted. Additional copies will be at Contractor's expense.
1.4 CONSTRUCTION SECURITY REQUIREMENTS
A. Security Plan:
1. The security plan defines both physical and administrative security procedures that will remain effective for the entire duration of the project.
2. The General Contractor is responsible for assuring that all sub-contractors working on the project and their employees also comply with these regulations.
B. Security Procedures:
1. General Contractor’s employees shall not enter the project site without 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.
C. Guards:
1. The General Contractor shall provide unarmed guards at the project site after construction hours.
2. The Contractor shall provide the guards and VA police with communication devices as directed.
01 00 00 -3
3. The general Contractor shall install equipment for recording guard rounds to ensure systematic checking of the premises.
D. 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.
E. Document Control:
1. Before starting any work, the General Contractor/Sub
Contractors shall submit an electronic security memorandum describing the approach to following goals and maintaining confidentiality of “sensitive information”.
2. The General Contractor is responsible for safekeeping of all drawings, project manual and other project information. This information shall be shared only with those with a specific need to accomplish the project.
3. Certain documents, sketches, videos or photographs and drawings may be marked “Law Enforcement Sensitive” or
“Sensitive Unclassified”. Secure such information in separate containers and limit the access to only those who will need it for the project. Return the information to the 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 -4
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.
F. Motor Vehicle Restrictions
1. Vehicle authorization request shall be required for any vehicle entering the site and such request shall be submitted
24 hours before the date and time of access. Access shall be restricted to picking up and dropping off materials and supplies.
2. A limited number of permits shall be issued for General
Contractor and its employees for parking in designated areas only. Contractor to coordinate with VA Medical Center Facility
Manager.
1.5 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 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
01 00 00 -5 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. Working space and space available for storing materials shall be determined 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 Medical Center as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being done by others.
1. Do not store materials and equipment in other than assigned areas.
2. Schedule delivery of materials and equipment to immediate construction working areas within buildings in use by
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
01 00 00 -6 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.
I. 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 of fences shall extend to 25mm (one inch) above grade. Remove the fence when directed by COR.
J. 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.
K. Coordinate the work for this contract with other construction operations as directed by COR. This includes the scheduling of
01 00 00 -7 traffic and the use of roadways, as specified in Article, USE OF
ROADWAYS.
1.6 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 so, and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by 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 Areas" for additional instructions concerning repair of damage to structures and site improvements.
01 00 00 -8
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 (walls, ceilings, partitions, floors, mechanical and electrical work, lawns, paving, roads, walks, etc.) disturbed or removed as a result of performing required new work, shall be patched, repaired, reinstalled, or replaced with new work, and refinished and left in as good condition as existed before commencing work.
C. At 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 accordance with clause entitled "CHANGES" (FAR 52.243-4) and "DIFFERING SITE CONDITIONS"
(FAR 52.236-2).
1.11 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
01 00 00 -9 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.
1.12 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 one set 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:
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.
01 00 00 -10
3. Listing and status of delivery of all Certificates of Warranty for extended warranty items, to include roofs, HVAC balancing, pumps, motors, transformers and for all commissioned systems such as fire protection and alarm systems, sprinkler systems and lightning protection systems, etc.
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.
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.
01 00 00 -11
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 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
01 00 00 -12 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 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 1-Life Safety Systems
Fire suppression systems.
Fire alarm system(s).
b) Code 1-Air Conditioning Systems Air conditioning leak in part of the building, if causing damage.
01 00 00 -13
Air conditioning system not cooling properly.
c) Code 1 Doors
Overhead doors not operational, causing a security, fire or safety problem.
1) Interior, exterior personnel doors or hardware, not functioning properly, causing security, fire or safety problem.
d) Code 3-Doors Overhead doors not operational.
Interior/exterior personnel doors or hardware not functioning properly.
e) Code 1-Electrical Power failure (entire area or any building operational after 1600 hours).
Security lights.
Smoke detectors.
f) Code 2-Electrical Power failure (no power to a room or part of building).
Receptacle and lights not operational (in a room or part of building).
g) Code 3-Electrical Exterior lights not operational.
h) Code 1-Gas Leaks and pipeline breaks.
i) Code 1-Heat Power failure affecting heat.
j) Code 1-Plumbing Hot water heater failure.
2) Leaking water supply pipes
k) Code 2-Plumbing Flush valves not operating properly Fixture drain, supply line or any water pipe leaking.
Toilet leaking at base.
l) Code 3- Plumbing Leaky faucets.
01 00 00 -14
m) Code 3-Interior Floors damaged.
Paint chipping or peeling.
Casework damaged.
n) Code 1-Roof Leaks Damage to property is occurring.
o) Code 2-Water (Exterior) No water to facility.
p) Code 2-Water (Hot) No hot water in portion of building listed.
q) Code 3 All work not listed above.
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 //two// // // record 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 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
01 00 00 -15
Warranty Tags
Warranty response time priority code
1.13 USE OF ROADWAYS
A. For hauling, use only established public roads and roads on
Medical Center property and, when authorized by the COR, such temporary roads which are necessary in the performance of contract work. Temporary roads shall be constructed and restoration performed by the Contractor at Contractor's expense.
When necessary to cross curbing, sidewalks, or similar construction, they must be protected by well-constructed bridges.
1.14 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.
1.15 TESTS
A. As per specification section 23 05 93 the contractor shall provide a written testing plan complete with component level, equipment level, sub-system level and system level breakdowns.
The plan will provide a schedule and a written sequence of what will be tested, how and what the expected outcome will be. This
01 00 00 -16 document will be submitted for approval prior to commencing work.
The contractor shall document the results of the approved plan and submit for approval with the as built documentation.
B. Pre-test mechanical and electrical equipment and systems and make corrections required for proper operation of such systems before requesting final tests. Final test will not be conducted unless pre-tested.
C. Conduct final tests required in various sections of specifications in presence of an authorized representative of the
Contracting Officer. Contractor shall furnish all labor, materials, equipment, instruments, and forms, to conduct and record such tests.
D. Mechanical and electrical systems shall be balanced, controlled and coordinated. A system is defined as the entire system which must be coordinated to work together during normal operation to produce results for which the system is designed. For example, air conditioning supply air is only one part of entire system which provides comfort conditions for a building. Other related components are return air, exhaust air, steam, chilled water, refrigerant, hot water, controls and electricity, etc. Another example of a system which involves several components of different disciplines is a boiler installation. Efficient and acceptable boiler operation depends upon the coordination and proper operation of fuel, combustion air, controls, steam, feedwater, condensate and other related components.
E. All related components as defined above shall be functioning when any system component is tested. Tests shall be completed within a reasonably period of time during which operating and environmental conditions remain reasonably constant and are typical of the design conditions.
F. Individual test result of any component, where required, will only be accepted when submitted with the test results of related components and of the entire system.
01 00 00 -17
1.16 PHOTOGRAPHIC DOCUMENTATION
A. During the construction period through completion, provide photographic documentation of construction progress and at selected milestones including electronic indexing, navigation, storage and remote access to the documentation, as per these specifications. The commercial photographer or the subcontractor used for this work shall meet the following qualifications:
1. Demonstrable minimum experience of three (3) years in operation providing documentation and advanced indexing/navigation systems including a representative portfolio of construction projects of similar type, size, duration and complexity as the Project.
2. Demonstrable ability to service projects throughout North
America, which shall be demonstrated by a representative portfolio of active projects of similar type, size, duration and complexity as the Project.
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. Indexing and navigation system shall utilize actual AUTOCAD construction drawings, making such drawings interactive on an on-line interface. For all documentation referenced herein, indexing and navigation must be organized by both time (date-stamped) and location throughout the project.
3. Documentation shall combine indexing and navigation system with inspection-grade digital photography designed to capture actual conditions throughout construction and at critical milestones. Documentation shall be accessible on-line through use of an internet connection. Documentation shall allow for secure multiple-user access, simultaneously, on-line.
4. Before construction, the building pad, adjacent streets, roadways, parkways, driveways, curbs, sidewalks, landscaping, 01 00 00 -18 adjacent utilities and adjacent structures surrounding the building pad and site shall be documented. Overlapping photographic techniques shall be used to ensure maximum coverage. Indexing and navigation accomplished through interactive architectural drawings. If site work or pad preparation is extensive, this documentation may be required immediately before construction and at several pre-determined intervals before building work commences.
5. Construction progress for all trades shall be tracked at pre-determined intervals, but not less than once every thirty (30) calendar days (“Progressions”). Progression documentation shall track both the exterior and interior construction of the building. Exterior Progressions shall track 360 degrees around the site and each building. Interior Progressions shall track interior improvements beginning when stud work commences and continuing until Project completion.
6. As-built condition of pre-foundation utilities and site utilities shall be documented prior to pouring footers, placing concrete and/or backfilling. This process shall include all underground and in-slab utilities within the building(s) envelope(s) and utility runs in the immediate vicinity of the building(s) envelope(s). This may also include utilities enclosed in slab-on-deck in multi-story buildings. Overlapping photographic techniques shall be used to ensure maximum coverage. Indexing and navigation accomplished through interactive site utility plans.
7. As-built conditions of mechanical, electrical, plumbing and all other systems shall be documented post-inspection and pre-insulation, sheet rock or dry wall installation. This process shall include all finished systems located in the walls and ceilings of all buildings at the Project. Overlapping photographic techniques shall be used to ensure maximum coverage. Indexing and navigation accomplished through interactive architectural drawings.
01 00 00 -19
8. As-built conditions of exterior skin and elevations shall be documented with an increased concentration of digital photographs as directed by the COR in order to capture pre-determined focal points, such as waterproofing, window flashing, radiused steel work, architectural or Exterior
Insulation and Finish Systems (EIFS) detailing. Overlapping photographic techniques shall be used to ensure maximum coverage. Indexing and navigation accomplished through interactive elevations or elevation details.
9. As-built finished conditions of the interior of each building including floors, ceilings and walls shall be documented at certificate of occupancy or equivalent, or just prior to occupancy, or both, as directed by the COR. Overlapping photographic techniques shall be used to ensure maximum coverage. Indexing and navigation accomplished through interactive architectural drawings.
10. 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.
11. Customizable project-specific digital photographic documentation of other details or milestones. Indexing and navigation accomplished through interactive architectural plans.
12. Monthly (29 max) exterior progressions (360 degrees around the project) and slideshows (all elevations and building envelope). The slideshows allow for the inclusion of
Department of Veterans Affairs pictures, aerial photographs, and timely images which do not fit into any regular monthly photopath.
13. Weekly (21 Max) Site Progressions - Photographic documentation capturing the project at different stages of construction.
These progressions shall capture underground utilities, 01 00 00 -20 excavation, grading, backfill, landscaping and road construction throughout the duration of the project.
14. Regular (8 max) interior progressions of all walls of the entire project to begin at time of substantial framed or as directed by the COR through to completion.
15. Detailed Exact-Built of all Slabs for all project slab pours just prior to placing concrete or as directed by the COR.
16. Detailed Interior exact built overlapping photos of the entire building to include documentation of all mechanical, electrical and plumbing systems in every wall and ceiling, to be conducted after rough-ins are complete, just prior to insulation and or drywall, or as directed by COR.
17. Finished detailed Interior exact built overlapping photos of all walls, ceilings, and floors to be scheduled by COR prior to occupancy.
18. In event a greater or lesser number of images than specified above are required by the COR, adjustment in contract price will be made in accordance with clause entitled "CHANGES" (FAR
52.243-4).
C. Images shall be taken by a commercial photographer and must show distinctly, at as large a scale as possible, all parts of work embraced in the picture.
D. Coordination of photo shoots is accomplished through COR.
Contractor shall also attend construction team meetings as necessary. Contractor’s operations team shall provide regular updates regarding the status of the documentation, including photo shoots concluded, the availability of new Progressions or
Exact-Builts viewable on-line and anticipated future shoot dates.
E. Contractor shall provide all on-line domain/web hosting, security measures, and redundant server back-up of the documentation.
F. Contractor shall provide technical support related to using the system or service.
G. Upon completion of the project, final copies of the documentation
(the “Permanent Record”) with the indexing and navigation system embedded (and active) shall be provided in an electronic media
01 00 00 -21 format, typically a DVD or external hard-drive. Permanent Record shall have Building Information Modeling (BIM) interface capabilities. On-line access terminates upon delivery of the
Permanent Record.
1.17 HISTORIC PRESERVATION
A. Where the Contractor or any of the Contractor's employees, prior to, or during the construction work, are advised of or discover any possible archeological, historical and/or cultural resources, the Contractor shall immediately notify the COR verbally, and then with a written follow up.
- - - E N D - - -
01-01-24
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 45 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 1 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 71
Including NAS-CPM for (PAYMENTS UNDER FIXED PRICE CONSTRUCTION).
C. In accordance with FAR 52.236 – 1 (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 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 71 Including 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.…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .