S02_Attachment-2_Specifications_858IC3019.pdf
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- Solicitation number
- 36C78620B0021
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This document provides a pre-solicitation notice for a planned invitation for bid (IFB) to renovate roads at the Little Rock National Cemetery in Little Rock, Arkansas. The IFB is expected to be issued on or around July 7, 2020 and will utilize electronic bid delivery and telephonic bid opening processes outlined in the solicitation.
The scope of work includes demolition, site preparation, erosion control, excavation, backfilling, grading, storm drainage, utilities installation, roadwork, curbing, paving, landscaping, and other tasks defined in the drawings and specifications. The base CLIN includes all general construction work with a 270-day performance period. Additive CLINs include asphalt milling and overlay on Memorial Avenue, storm drainage and asphalt replacement on Veterans Avenue, and full-depth asphalt replacement on another portion of Veterans Avenue.
The acquisition is a 100% SDVOSB set-aside. Only verified SDVOSBs registered in VetBiz and SAM are eligible to submit offers. The NAICS code is 237990 and size standard is $36.5 million. The contracting officer point of contact is provided for questions. Amendments will be posted to beta.SAM.gov and offerors must acknowledge all amendments.
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| File | Type | Posted |
|---|---|---|
| 36C78620B0021 0001.docx | DOCX document | |
| S02_Attachment-5_IFB Contractor Cost Estimate Worksheet.xlsx | XLSX spreadsheet | |
| S02_Attachment-1_SOW_858IC3019.pdf | ||
| 36C78620B0021_Solicitation.docx | DOCX document | |
| S02_Attachment-3_Drawing-Plans_858IC3019.pdf | ||
| S02_Attachment-4_WD_HIGHWAY_Pulaski Co_AR20200171_5-1-20.pdf |
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Text version
NCA SPECIFICATIONS
LITTLE ROCK NATIONAL
CEMETERY
LITTLE ROCK, ARKANSAS
PROJECT NO. 858IC3019
ROAD RENOVATION
Prepared for:
United States Department of Veterans Affairs
Prepared By:
GORDON
148 S. Queen St. Suite 201 Martinsburg, WV 25401
May 29, 2020
LITTLE ROCK NATIONAL CEMETERY PROJECT NO. 858IC3019
ROAD RENOVATION MAY 29, 2020
BID DOCUMENTS
THIS PAGE IS INTENTIONALLY LEFT BLANK
FOR DOUBLE SIDED PRINTING
TABLE OF CONTENTS
00 01 10-1
DEPARTMENT OF VETERANS AFFAIRS
NCA MASTER SPECIFICATIONS
Section 00 01 10
DIVISION 00 - SPECIAL SECTIONS DATE
00 01 15 List of Drawing Sheets 05-10
DIVISION 01 - GENERAL REQUIREMENTS
01 00 02 General Requirements (Minor NCA Projects) 06-14 01 32 17 Network Analysis Schedules (Microsoft Project Gantt Chart) 10-10 01 33 23 Shop Drawings, Product Data, and Samples 06-14 01 42 19 Reference Standards 06-14 01 45 29 Testing Laboratory Services 06-14 01 57 19 Temporary Environmental Controls 06-14 01 74 19 Construction Waste Management 06-14 01 81 13 Sustainable Construction Requirements 08-16
DIVISION 02 – EXISTING CONDITIONS
02 41 10 Demolition and Site Clearing 06-14
DIVISION 03 – CONCRETE
03 30 53 (Short-Form) Cast-in-Place Concrete 06-14
DIVISION 31 – EARTHWORK
31 20 11 Earth Moving (Short Form) 11-16 31 23 19 Dewatering 11-16 31 23 23.33 Flowable Fill 11-16
DIVISION 32 – EXTERIOR IMPROVEMENTS
32 05 23 Cement and Concrete for Exterior Improvements 11-16 32 12 16 Asphalt Paving 11-16 32 17 23 Pavement Markings 11-16 32 90 00 Planting 11-16
DIVISION 33 – UTILITIES
33 30 00 Sanitary Sewerage Utilities 11-16 33 40 00 Storm Sewer Utilities 11-16
LIST OF DRAWING SHEETS
00 01 15 - 1
SECTION 00 01 15
LIST OF DRAWING SHEETS
The drawings listed below accompanying this specification form a part of the contract.
Drawing No. Title
SITE PLANNING
1. GI001 COVER SHEET
2. GI002 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
3. VL100 EXISTING CONDITIONS PLAN
4. GI100 OVERALL SITE DEVELOPMENT PLAN
5. GI200 CONSTRUCTION SEQUENCE PLAN PHASE I
6. GI201 CONSTRUCTION SEQUENCE PLAN PHASE II
7. CD100 OVERALL SITE DEMOLITION PLAN
8. CD101 SITE DEMOLITION PLAN
9. GC101 EROSION AND SEDIMENT CONTROL PLAN
10. GC102 EROSION AND SEDIMENT CONTROL PLAN
11. GC103 EROSION AND SEDIMENT CONTROL PLAN
12. GC500 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
13. CS100 OVERALL SITE KEY MAP
14. CS101 SITE LAYOUT AND UTILITY PLAN AREA 1
15. CS102 SITE LAYOUT AND UTILITY PLAN AREA 2
16. CS103 SITE LAYOUT AND UTILITY PLAN AREA 3
17. CU260 STORM PROFILES
18. CU261 SANITARY SEWER PROFILES
19. DT500 PAVING AND TEMPORARY SIGNAGE DETAILS
20. DT501 UTILITY DETAILS
- - - END - - -
GENERAL REQUIREMENTS
01 00 02 - i
SECTION 01 00 02
GENERAL REQUIREMENTS (MINOR NCA PROJECTS)
1.1 GENERAL INTENTION
1.2 STATEMENT OF BID ITEM(S)
1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR
1.4 CONSTRUCTION SECURITY REQUIREMENTS
1.5 FIRE SAFETY
1.6 OPERATIONS AND STORAGE AREAS
1.7 ALTERATIONS
1.8 ENVIRONMENTAL CONTROLS
1.9 DISPOSAL AND RETENTION
1.10 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES,
AND IMPROVEMENTS
1.11 RESTORATION
1.12 PROFESSIONAL SURVEYING SERVICES
1.13 LAYOUT OF WORK
1.14 AS-BUILT DRAWINGS
1.15 USE OF ROADWAYS
1.16 (NOT USED)
1.17 TEMPORARY TOILETS
1.18 AVAILABILITY AND USE OF UTILITY SERVICES
1.19 RELOCATED ITEMS
1.20 CONSTRUCTION DIGITAL IMAGES
1.21 (NOT USED)
1.22 HISTORIC PRESERVATION
1.23 PROJECT HEALTH AND SAFETY PLAN
1.24 TEMPORARY COMMITTAL SHELTER………………………………………………………..20
01 00 02 - ii
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01 00 02 - 1
SECTION 01 00 02
GENERAL REQUIREMENTS (MINOR NCA PROJECTS)
1.1 GENERAL INTENTION
A. Contractor shall completely prepare site for building operations, including demolition and removal of existing structures, and furnish labor, materials, equipment and services and perform and complete all work for Road Renovation at the Little Rock National Cemetery as required by drawings and specifications.
B. Visits to the site by Bidders may be made only by appointment with the Cemetery Director.
C. Offices of GORDON, as Architect-Engineers (A/E), may render certain technical services during construction. Such services shall be considered as advisory to the Government and shall not be construed as expressing or implying a contractual act of the Government without affirmations by
Resident Engineer/Contracting Officers Representative (RE/COR) or his duly authorized representative.
D. All Testing Laboratory services will be retained and paid for by the Contractor (see Spec Section
01 45 29, Testing Laboratory Services). However, the Department of Veterans Affairs may elect to retain its own Testing Laboratory for any purpose. Before placement and installation of work subject to tests by testing laboratory retained by Department of Veterans Affairs, the Contractor shall notify the RE/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 work days unless otherwise designated by the RE/COR.
E. All employees of general contractor and subcontractors shall comply security requirements as established by the RE/COR, and be identified by name and employer. They shall be restricted from unauthorized access.
F. Prior to commencing work, general contractor shall provide proof that an OSHA certified
“competent person” (CP) (29 CFR 1926.20(b)(2) will maintain a presence at the work site whenever the general or subcontractors are present.
G. Training:
1. All employees of general contractor or subcontractors shall, at the minimum, have successfully completed the 10-hour OSHA certified Construction Safety course and/or other relevant competency training, as determined by VA CP.
2. Submit OSHA training records of all employees for approval before the start of work.
1.2 STATEMENT OF BID ITEM(S)
A. CLIN 0001, GENERAL CONSTRUCTION: Provide all labor, materials, tools, equipment and services to construct all work shown on the plans and described in the specifications. Work includes but is not limited to demolition, site preparation and erosion control, excavation, backfilling and grading, , storm drainage, utilities, roads, curbs, paving, landscape planting, and
01 00 02 - 2 certain other items and specific tasks as further defined by the drawings and specifications. The overall performance period for this project is 270 calendar days from issuance of the notice-to proceed (NTP).
B. CLIN 0002: Additive 1;Mill and overlay of asphalt pavement on indicated portion of Memorial
Avenue.
C. CLIN 0003: Additive 2;Construction of storm drainage improvements and full depth replacement of asphalt pavement along indicated portion of Veterans Avenue.
D. CLIN 0004: Additive 2 : Full depth replacement of asphalt pavement on indicated portion of
Veterans Avenue.
1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR
A. AFTER AWARD OF CONTRACT, one electronic set of specifications and drawings will be furnished.
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 site without following the procedures approved by the RE/COR. They may also be subject to inspection of their personal effects when entering or leaving the project site.
2. For working outside the “regular hours” as defined in the contract, The General Contractor shall give 3 days’ notice to the RE/COTR so that appropriate arrangements can be provided for the Cemetery employees. This notice is separate from any notices required for utility shutdown described later in this section.
3. No photography of VA premises is allowed without written permission of the RE/COTR.
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 RE/COR.
C. Guards:
1. The General Contractor shall provide unarmed guards at the project site when theft or vandalism warrants.
01 00 02 - 3
D. Key Control:
1. The General Contractor shall provide duplicate keys and lock combinations to the RE/COR for the purpose of security inspections of every area of project including toolboxes and parked machines, and to take any necessary emergency action.
E. Document Control:
1. 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 RE/COTR upon request.
4. These security documents shall not be removed or transmitted from the project site without the written approval of RE/COR.
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 RE/COR immediately when there is a loss or compromise of “sensitive information”.
7. All electronic information shall be stored in a specified location following VA standards and procedures using an Engineering Document Management Software (EDMS).
a. Security, access and maintenance of all project drawings, both scanned and electronic shall be performed and tracked through the EDMS system.
b. “Sensitive information” including drawings and other documents may be attached to e-mail provided all VA encryption procedures are followed.
F. Motor Vehicle Restrictions
1. Vehicle authorization request shall be required for any vehicle entering the site and such request shall be submitted 24 hours before the date and time of access. Access shall be restricted to picking up and dropping off materials and supplies.
1.5 FIRE SAFETY
A. Applicable Publications: Publications listed below form part of this Article to the extent referenced.
Publications are referenced in text by basic designations only.
1. American Society for Testing and Materials (ASTM):
E84-2009a Surface Burning Characteristics of Building Materials
01 00 02 - 4
2. National Fire Protection Association (NFPA):
10-2010 Standard for Portable Fire Extinguishers
30-2008 Flammable and Combustible Liquids Code
51B-2009 Standard for Fire Prevention During Welding, Cutting and Other
Hot Work
70-2008 National Electrical Code
241-2009 Standard for Safeguarding Construction, Alteration, and
Demolition Operations
3. Occupational Safety and Health Administration (OSHA):
29 CFR 1926 Safety and Health Regulations for Construction
B. Fire Safety Plan: Establish and maintain a fire protection program in accordance with 29 CFR
1926. Prior to start of work, prepare a plan detailing project-specific fire safety measures, including periodic status reports, and submit to RE/COR/Cemetery Director for review for compliance with contract requirements in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA AND SAMPLES. Prior to any worker for the contractor or subcontractor’s beginning work, they shall undergo a safety briefing provided by the General Contractor’s competent person per OSHA requirements. This briefing shall include information on the construction limits, safety guidelines, means of egress, break areas, work hours, locations of restrooms, use of NCA equipment, etc. Documentation shall be provided to the RE/COR that individuals have undergone the Contractor’s safety briefing.
C. Site and Building Access: Maintain free and unobstructed access to emergency services and for fire, police and other emergency response forces in accordance with NFPA 241.
D. Separate temporary facilities, such as trailers, storage sheds, and dumpsters, from existing buildings and new construction by distances in accordance with NFPA 241. For small facilities with less than 6 m (20 feet) exposing overall length, separate by 3m (10 feet).
E. Temporary Heating and Electrical: Install, use and maintain installations in accordance with 29
CFR 1926, NFPA 241 and NFPA 70.
F. Means of Egress: Do not block exiting for occupied buildings, including paths from exits to roads.
Minimize disruptions and coordinate with RE/COR/Cemetery Director.
G. Egress Routes for Construction Workers: Maintain free and unobstructed egress. Inspect daily.
Report findings and corrective actions weekly to RE/COR.
H. Fire Extinguishers: Provide and maintain extinguishers in construction areas and temporary storage areas in accordance with 29 CFR 1926, NFPA 241 and NFPA 10.
I. Flammable and Combustible Liquids: Store, dispense and use liquids in accordance with 29 CFR
1926, NFPA 241 and NFPA 30.
01 00 02 - 5
J. Fire Hazard Prevention and Safety Inspections: Inspect entire construction areas weekly.
Coordinate with, and report findings and corrective actions weekly to RE/COR.
K. Smoking: Smoking is prohibited in and adjacent to construction areas inside existing buildings and additions under construction. In separate and detached buildings under construction, smoking is prohibited except in designated smoking rest areas.
L. Dispose of waste and debris in accordance with NFPA 241. Remove from site weekly.
M. 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 RE/COR. 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 trailers, office trailers) and utilities may be erected by the
Contractor only with the approval of the RE/COR and shall be built with labor and materials furnished by the Contractor without expense to the Government. The temporary buildings and utilities shall remain the property of the Contractor and shall be removed by the Contractor at its expense upon completion of the work.
C. The Contractor shall, under regulations prescribed by the RE/COR, use only established roadways, or use temporary roadways constructed by the Contractor when and as authorized by the RE/COR. When materials are transported in prosecuting the work, vehicles shall not be loaded beyond the loading capacity recommended by the manufacturer of the vehicle or prescribed by any Federal, State, or local law or regulation. When it is necessary to cross curbs or sidewalks, the Contractor shall protect them from damage. The Contractor shall repair or pay for the repair of any damaged curbs, sidewalks, or roads.
D. Working space and space available for storing materials shall be as determined by the RE/COR with agreement of the Cemetery. Contractor parking will be only in areas and on roadways designated and agreed to by the RE/COR in agreement of the Cemetery.
E. Workmen are subject to rules of the Cemetery applicable to their conduct.
F. Execute work to interfere as little as possible with normal functioning of Cemetery as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being done by others.
1. Do not store materials and equipment in other than assigned areas.
2. Provide unobstructed access to the Cemetery areas required to remain in operation. 3.
G. Phasing: To ensure such executions, the Contractor shall furnish the RE/COR with a schedule of approximate dates on which the Contractor intends to accomplish work in each specific area of
01 00 02 - 6 site, building or portion thereof. In addition, the Contractor shall notify the RE/COR two weeks in advance of the proposed date of starting work in each specific area of site, building or portion thereof. Arrange such dates to insure accomplishment of this work in successive phases mutually agreeable to the Cemetery Director, RE/COR and Contractor.
I. Construction Fence: Before construction operations begin, the 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. The temporary fencing shall encompass the construction work area(s) to serve as a pedestrian barrier to alert cemetery patrons of the construction site. Remove the fence when directed by RE/COR.
K. Utilities Services: Maintain existing utility services for the Cemetery at all times. Provide temporary facilities, labor, materials, equipment, connections, and utilities to assure uninterrupted services. Where necessary to cut existing water, sewer or air pipes, or conduits, wires, cables, etc. of utility services or of fire protection systems and communications systems (including telephone), they shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by RE/COR. All such actions shall be coordinated with the Utility
Company involved.
1. No utility service such as water, gas, steam, sewers or electricity, or fire protection systems and communications systems may be interrupted without prior approval of RE/COR.
Electrical work shall be accomplished with all affected circuits or equipment de-energized.
When an electrical outage cannot be accomplished, work on any energized circuits or equipment shall not commence without the RE/COR, and Cemetery Director’s prior knowledge and written approval.
2. The Contractor shall submit a request to interrupt any such services to both RE/COR and the
Cemetery Director in writing, 48 hours in advance of proposed interruption. Request shall state reason, date, exact time of, and approximate duration of such interruption.
3. The Contractor will be advised (in writing) of approval of request, or of which other date and/or time such interruption will cause least inconvenience to operations of the Cemetery.
Interruption time approved by the Cemetery and RE/COR may occur at other than
Contractor's normal working hours.
4. Major interruptions of any system must be requested, in writing, at least 15 calendar days prior to the desired time and shall be performed as directed by the RE/COR.
5. In case of a contract construction emergency, service will be interrupted on approval of
RE/COR. Such approval will be confirmed in writing as soon as practical.
01 00 02 - 7
6. Whenever it is required that a connection fee be paid to a public utility provider for new permanent service to the construction project, for such items as water, sewer, electricity, gas or steam, payment of such fee shall be the responsibility of the Government and not the
Contractor.
L. Abandoned Lines: All service lines such as wires, cables, conduits, ducts, pipes and the like, and their hangers or supports, which are to be abandoned but are not required to be entirely removed, shall be sealed, capped or plugged.
M. To minimize interference of construction activities with flow of Cemetery 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 RE/COR.
N. Coordinate the work for this contract with other construction operations as directed by RE/COR.
This includes the scheduling of traffic and the use of roadways, as specified in Article, USE OF
ROADWAYS.
O. Coordination of Construction with Cemetery Director: The burial activities at a National Cemetery shall take precedence over construction activities. The Contractor must cooperate and coordinate with the Cemetery Director, through the RE/COR, in arranging construction schedule to cause the least possible interference with Cemetery activities in actual burial areas. Construction noise during the committal services shall not disturb the service. Trucks and workmen shall not pass through the service area during this period.
1. The Contractor is required to discontinue his work sufficiently in advance of Easter Sunday, Mother's Day, Father's Day, Memorial Day, Veteran's Day and/or Federal holidays, to permit him to clean up all areas of operation adjacent to existing burial plots before these dates.
2. Cleaning up shall include the removal of all equipment, tools, materials and debris and leaving the areas in a clean, neat condition.
1.7 ALTERATIONS
A. Survey: Before any work is started, the Contractor shall make a thorough survey with the
RE/COR of areas in which alterations occur and furnish a signed report, to the Contracting
Officer. This report shall list:
1. Existing condition and types of other surfaces not required to be altered throughout affected areas.
2. Existence and conditions of items required by drawings to be either reused or relocated, or both.
3. Shall note any discrepancies between drawings and existing conditions at site.
01 00 02 - 8
4. Shall designate areas for working space, materials storage and routes of access to areas within buildings where alterations occur and which have been agreed upon by Contractor and
RE/COR.
B. Any items required by drawings to be either reused or relocated or both, found during this survey to be nonexistent, or in opinion of RE/COR, to be in such condition that their use is impossible or impractical, shall be furnished and/or replaced by the Contractor with new items in accordance with specifications which will be furnished by the Government. Provided the contract work is changed by reason of this subparagraph B, the contract will be modified accordingly, under provisions of clause entitled "DIFFERING SITE CONDITIONS" (FAR 52.236-2) and "CHANGES"
(FAR 52.243-4 and VAAR 852.236-88).
C. Re-Survey: Thirty days before expected partial or final inspection date, the Contractor and
RE/COR together shall make a thorough re-survey of the areas involved. They shall furnish a report on conditions then existing surfaces as compared with conditions of same as noted in first condition survey report.
1. Re-survey report shall also list any damage caused by the Contractor to such flooring and other surfaces, despite protection measures; and, will form the basis for determining extent of repair work required of the Contractor to restore damage caused by the Contractor's workmen in executing work of this contract.
D. Protection: Provide the following protective measures:
1. Temporary protection against damage for portions of existing structures and grounds where work is to be done, materials handled, and equipment moved and/or relocated.
2. Protect the interior of existing structures at all times, from damage, dust and weather inclemency. Wherever work is performed, surfaces that are to remain in place shall be adequately protected prior to starting work, and this protection shall be maintained intact until all work in the area is completed.
1.8 ENVIRONMENTAL CONTROLS
A. In general, following preventive measures shall be adopted during construction to keep down dust and prevent mold.
1. Dampen debris to keep down dust.
B. Final Cleanup:
1. Upon completion of the project, or as work progresses, remove all construction debris from areas that have been part of the construction.
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 as follows:
01 00 02 - 9
1. Reserved items which are to remain property of the Government are noted on drawings or in specifications as items to be stored. Items that remain property of the Government shall be removed or dislodged from present locations in such a manner as to prevent damage which would be detrimental to re-installation and reuse. Store such items where directed by
RE/COR.
2. Items not reserved shall become property of the Contractor and be removed by Contractor from the Cemetery.
1.10 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND
IMPROVEMENTS
A. The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized to do so and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workmen, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the
RE/COR.
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 RE/COR may have the necessary work performed and charge the cost to the Contractor.
(FAR 52.236-9)
C. Refer to Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS, for additional requirements on protecting vegetation, soils and the environment. Refer to Articles, "Alterations", "Restoration", and "Operations and Storage Areas" for additional instructions concerning repair of damage to structures and site improvements.
D. Refer to FAR clause 52.236-7, "Permits and Responsibilities," which is included in General
Conditions. A National Pollutant Discharge Elimination System (NPDES) permit is required for this project. The Contractor is considered an "operator" under the permit and has extensive responsibility for compliance with permit requirements. VA will make the permit application available at the (appropriate NCA Central/Cemetery) office. The contractor and affected subcontractors shall furnish all information and certifications that are required to comply with the
01 00 02 - 10 permit process and permit requirements. Many of the permit requirements will be satisfied by completing construction as shown and specified. Some requirements involve the Contractor's method of operations and operations planning and the Contractor is responsible for employing best management practices. The affected activities often include, but are not limited to the following:
1. Designating areas for equipment maintenance and repair;
2. Providing waste receptacles at convenient locations and provide regular collection of wastes;
3. Locating equipment wash down areas on site, and provide appropriate control of wash-waters;
4. Providing protected storage areas for chemicals, paints, solvents, fertilizers, and other potentially toxic materials; and
5. Providing adequately maintained sanitary facilities.
1.11 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 water/irrigation or electric work without approval of the RE/COR. Existing work to be altered or extended and that is found to be defective in any way, shall be reported to the
RE/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, landscape stone, 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 the Contractor's own expense, the Contractor shall immediately restore to service and repair any damage caused by the Contractor's workmen to existing piping and conduits, wires, cables, etc., of utility services which are indicated on drawings and which are not scheduled for discontinuance or abandonment.
D. Expense of repairs to such utilities and systems not shown on drawings or locations of which are unknown will be covered by adjustment to contract time and price in accordance with clause entitled "CHANGES" (FAR 52.243-4 and VAAR 852.236-88) and "DIFFERING SITE
CONDITIONS" (FAR 52.236-2).
1.12 PROFESSIONAL SURVEYING SERVICES
A registered professional land surveyor or registered civil engineer whose services are retained and paid for by the Contractor shall perform services specified herein and in other specification
01 00 02 - 11 sections. The Contractor shall certify that the land surveyor or civil engineer is not one who is a regular employee of the Contractor, and that the land surveyor or civil engineer has no financial interest in this contract.
1.13 LAYOUT OF WORK
A. The Contractor shall lay out the work from Government established base lines and benchmarks indicated on the drawings and shall be responsible for all measurements in connection with the layout. The Contractor shall furnish, at the Contractor's own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work. The
Contractor shall be responsible for executing the work to the lines and grades that may be established or indicated by the RE/COR. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the RE/COR until authorized to remove them. If such marks are destroyed by the Contractor or through Contractor's negligence before their removal is authorized, the RE/COR may replace them and deduct the expense of the replacement from any amounts due or to become due to the Contractor.
(FAR 52.236-17)
B. Establish and plainly mark lines and grades that are reasonably necessary to properly assure that location, orientation, and elevations established for each such structure, roads, parking lots, are in accordance with lines and elevations shown on contract drawings.
C. Following completion of general mass excavation and before any other permanent work is performed, establish and plainly mark (through use of appropriate batter boards or other means) sufficient additional survey control points or system of points as may be necessary to assure proper alignment, orientation, and grade of all major features of work. The Survey shall include, but not be limited to major utilities:
1. Such additional survey control points or system of points thus established shall be checked and certified by a registered land surveyor or registered civil engineer. Furnish such certification to the RE/COR before any work (such as utilities and other major controlling features) is placed.
D. During progress of work, the Contractor shall have lines, grades, locations and plumbness of all major form work checked and certified by a registered land surveyor or registered civil engineer as meeting requirements of contract drawings. Furnish such certification to the RE/COR before any major items of concrete work are placed. In addition, furnish to the RE/COR certificates from a registered land surveyor or registered civil engineer that the following work is complete in every respect as required by contract drawings.
1. Lines and elevations of sewers and of all outside distribution systems.
2. Lines and elevations of roads, streets and parking lots.
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3. Northing/Easting coordinate locations and elevation of all sanitary and storm structures.
E. Upon completion of the work, the Contractor shall furnish the RE/COR with reproducible drawings, in AutoCAD form, at the scale of the contract drawings, showing the finished grade on the grid developed for constructing the work. These drawings shall bear the seal of the registered land surveyor or registered civil engineer.
F. The Contractor shall perform the surveying and layout work of this and other articles and specifications in accordance with the provisions of Article "Professional Surveying Services".
1.14 AS-BUILT DRAWINGS
A. The Contractor shall maintain two full size sets of as-built drawings which will be kept current during construction of the project, which will include all contract changes, modifications and clarifications.
1. All variations shall be shown in the same general detail as used in the contract drawings. To insure compliance, as-built drawings shall be made available for the RE/COR's review, as often as requested.
B. At substantial completion, the Contractor shall secure the services of a professional land surveyor, as defined in Section 1.10, to perform a site survey within the project limits in accordance with the NCA Site, Topographic, Utility, Landscape & Soil Survey scope of services, as listed in the appendix of this specification. Elements to be surveyed include, but are not limited to:
1. Location, alignment, and dimension of roads, curbs, walks, parking, and paved areas.
Indicate road centerlines with true bearings and lengths by 15 m (50') stationing. Describe curves by designating the points of curvature and tangency by station. Include all curve data as well as location of radius and vertex points. Designate roads with curbs by double lines.
Show equalities for intersecting roads by station.
2. Crown, grade, and climb of curb at road crossings contours.
3. Elevations on 50' centers on centerline of roads, edges of roads, and top and bottom of curbs, .
4. Type of pavement of roads.
5. Surface elevations on a 50' grid pattern, except where terrain features require greater detail. At abrupt changes in grade, show elevations at the tops and bottoms of slopes to the nearest 0.1'.
6. Site features of every character identified and located with exact measurements. Include fences, walls, areaways, steps, ramps, railings, gratings, flumes, pads, sprinkler heads, telephone poles, signage, and site furnishings.
7. All underground, overhead, and surface electrical utilities and structures. Show size, depth, and top elevation of all electrical structures, based on actual site investigation.
01 00 02 - 13
8. All underground and surface civil and mechanical utilities and structures. Show size depth, invert and top elevation of all utility structures, such as manholes, catch basins and headwalls, based on actual site investigation. Indicate direction of flow and size of pipe for all sewers drains and connecting lines between manholes.
9. Grid monuments.
C. The Contractor shall deliver two approved completed sets of as-built drawings to the RE/COR within 15 calendar days after acceptance of the project by the RE/COR.
D. Paragraphs A & C shall also apply to all shop drawings.1.15 USE OF ROADWAYS
A. For hauling, use only established public roads and permanent roads on Cemetery property. When necessary to cross curbing, sidewalks, or similar construction, they must be protected by well-constructed bridges.
1.16 (NOT USED)
1.17 TEMPORARY TOILETS
A. Provide where directed, (for use of all Contractor's workers) ample temporary sanitary toilet accommodations with suitable sewer and water connections, or when approved by RE/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.
1.18 AVAILABILITY AND USE OF UTILITY SERVICES
A. The Government shall make all reasonably required amounts of utilities available to the
Contractor from existing outlets and supplies, as specified in the contract. The amount to be paid by the Contractor for chargeable electrical services shall be the prevailing rates charged to the
Government. The Contractor shall carefully conserve any utilities furnished without charge.
B. The Contractor, at Contractor's expense and in a workmanlike manner satisfactory to the
RE/COR, shall install and maintain all necessary temporary connections and distribution lines, and all meters required to measure the amount of electricity used for the purpose of determining charges. Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, meters, and associated paraphernalia.
C. The Contractor shall install meters at the Contractor's expense and furnish the Cemetery a monthly record of the Contractor's usage of electricity as hereinafter specified.
D. Heat: Furnish temporary heat necessary to prevent injury to work and materials through dampness and cold. Use of open salamanders or any temporary heating devices which may be fire hazards or may smoke and damage finished work, will not be permitted. Maintain minimum temperatures as specified for various materials:
E. Electricity (for Construction and Testing): Furnish all temporary electric services.
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1. Obtain electricity by connecting to the Cemetery electrical distribution system. The Contractor shall meter and pay for electricity required for electric cranes and hoisting devices, electrical welding devices and any electrical heating devices providing temporary heat. Where not available or not convenient to connect to the Cemetery distribution system, the contractor shall supply power via portable generators at own expense. Generators shall be acoustically screened so as not to disturb committal services and/or visitation to the adjacent columbarium.
F. Water (for Construction and Testing): Furnish temporary water service.
1. Obtain water by connecting to the Cemetery irrigation distribution system. Backflow preventer may not be required at connections to the irrigation system. Water is available at no cost to the Contractor.
2. If potable water is required and convenient connection is available the contractor may connect to the Cemetery potable water distribution system. The contractor shall install reduced pressure backflow preventer at each connection at own expense.
3. Maintain connections, pipe, fittings and fixtures and conserve water-use so none is wasted.
Failure to stop leakage or other wastes will be cause for revocation (at RE/COR's discretion) of use of water from the Cemetery's system.
4. Where not available or not convenient to connect to the Cemetery distribution system, the
Contractor shall supply water via portable/temporary means at his own expense.
1.19 RELOCATED ITEMS
A. Contractor shall disconnect, dismantle as necessary, remove and reinstall in new location, all existing items indicated by symbol "R" or otherwise shown to be relocated by the Contractor.
B. Perform relocation of such items at such times and in such a manner as directed by the RE/COR.
C. Suitably cap existing service lines, such as water, drain, gas, air, and/or electrical, whenever such lines are disconnected from equipment to be relocated. Remove abandoned lines in finished areas and cap as specified herein before under paragraph "Abandoned Lines".
D. Provide all mechanical and electrical service connections, fittings, fastenings and any other materials necessary for assembly and installation of relocated equipment; and leave such equipment in proper operating condition.
E. All service lines such as noted above for relocated equipment shall be in place at point of relocation ready for use before any existing equipment is disconnected.
1.20 CONSTRUCTION DIGITAL IMAGES
A. During construction period through completion, furnish Department of Veterans Affairs weekly color digital photographs of construction progress (8 to 10 images per week.) Photographs of the
01 00 02 - 15 reinforcing steel shall be taken after all reinforcing steel, sleeves, inserts, etc. are in place but prior to setting of runways. Photographs must show distinctly, at as large a scale as possible, all parts of work embraced in picture.
B. Photographs are to be taken with a high-resolution digital camera, minimum 6 megapixels, with good wide-angle capability. The images shall be recorded in JPEG format with a minimum of 24-bit color and no reduction in actual picture size.
1. Compressed size of the file shall be no less than 80% or the original with no loss of information.
2. File names shall contain the Project number, the date the image was taken, and a unique sequential identifier, for example: 101CM3202_10-01-2013_0001. Use underscore, not spaces in digital file names.
C. The digital photo files shall become property of Government and will be both e-mailed and submitted on CD-ROM.
1. The images shall be forwarded electronically to the COR/Project Manager via email to
NAME@va.gov within 2 days of when the photo was taken. Identify the content of each picture by a caption incorporated in the photo.
2. The digital photo files shall also be submitted on CD-ROM to the COR/Project Manager at the conclusion of the project. The CD-ROM shall also contain an index of all the images contained therein in either a TXT or Microsoft Word format.
1.21 (NOT USED)
1.22 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 RE/COR verbally, and then with a written follow up.
1.23 PROJECT HEALTH AND SAFETY PLAN
A. Prior to commencing any construction, the Contractor shall submit a site-specific Project Health and Safety Plan (PHSP). At a minimum, the PHSP shall cover the following topics:
1. Organizational structure (including Responsible Persons)
2. Site Characterization and Job Hazard Identification
3. Site Control and Security
4. Training
5. PPE
6. Heat Stress
7. Spill Containment
8. Decontamination
9. Emergency Response
01 00 02 - 16
10. Trench Safety
1.24 TEMPORARY COMMITTAL SHELTER
A. Provide where directed, ample temporary committal shelter accommodations. The temporary committal shelter shall meet the minimum dimensions of 20 feet wide by 20 feet long and consist of an overhead canopy, rented or bought at the cost of the contractor. The contractor is to provide 6 folding chairs for use at the temporary committal shelter. The temporary committal shelter shall be kept clean and free from debris. The contractor shall remove the temporary committal shelter prior to the completion of the contract and after given approval in writing by the RE/COR. The premises will be left perfectly clean with all disturbed sod replaced.
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NETWORK ANALYSIS SCHEDULE
01 32 17-1
SECTION 01 32 17
NETWORK ANALYSIS SCHEDULES
(MICROSOFT PROJECT GANTT CHART)
PART 1 - GENERAL
1.1 DESCRIPTION:
A. The Contractor shall develop a Microsoft Project 2003 (or later) Gantt Chart (bar chart) schedule demonstrating fulfillment of the contract requirements. The Contractor shall keep the network up-to-date in accordance with the requirements of this section. The Contractor shall utilize the plan for scheduling, coordinating and monitoring work under this contract (including all activities of subcontractors, equipment vendors and suppliers). The Gantt Chart will be utilized to satisfy time applications.
1.2 CONTRACTOR’S REPRESENTATIVE:
A. The Contractor shall designate an in-house representative who will be responsible to prepare the schedule, review the schedule and report progress of the project to the Contracting Officer's
Representative.
B. The Contractor's in-house representative shall be given authority to act on behalf of the
Contractor in fulfilling the requirements of this specification section. Such authority shall not be interrupted throughout the duration of the project.
1.3 COMPUTER PRODUCED SCHEDULES:
A. The contractor shall provide to VA monthly computer processing of all computer produced schedules generated from monthly project updates. The Contractor shall provide to VA two (2) copies of the updated Microsoft Project Gantt Chart and an electronic copy of this data. This must be submitted with and substantively support the contractor’s monthly payment request.
B. The Contractor is responsible for the correctness and timeliness of the computer-produced reports. The Contractor is also responsible for the accurate and timely submittal of the updated project schedule.
C. VA shall report errors in computer-produced reports to the Contractor’s representative within ten
(10) calendar days from receipt of reports. The Contractor shall reprocess the Gantt Chart and associated CDs, when requested by the Contracting Officers Representative, to correct errors that affect the schedule for the project.
1.4 THE COMPLETE PROJECT GANTT CHART SUBMITTAL:
A. The Complete Project Microsoft Project Gantt Chart will contain work activities/events as necessary to fully detail the project schedule.
B. Within ten (10) calendar days after receipt of the Notice to Proceed, the Contractor shall submit for the Contracting Officer's review, a Microsoft Project Gantt Chart and a CD. Each activity/event on the Gantt Chart schedule shall contain as a minimum, but not limited to, activity/event description, duration, start dates and finish dates. Activity constraints, not required
01 32 17-2 by the contract, will not be accepted. Logic events (non-work) will be permitted where necessary to reflect proper sequence among work events but must have zero duration.
C. The complete working Gantt Chart shall reflect the Contractor's approach to scheduling the complete project. The final Gantt Chart in its original form shall contain no contract changes or delays that may have been incurred during the final Gantt Chart development period. It shall reflect the Contractors “AS BID” or “DAY 1” schedule. Changes and /or delays shall be entered at the first monthly update after the final Gantt Chart 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.
D. Within ten (10) calendar days after receipt of the complete project Gantt Chart, 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. Schedule a meeting with the Contractor at, or near the job site, for joint review, correction or adjustment of the proposed plan. Within ten (10) calendar days after the joint review, the
Contractor shall revise and shall submit two (2) copies of the revised Gantt Chart and a revised CD as specified to 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.
1.5 WORK ACTIVITY/EVENT AND COST DATA INFORMATION:
A. The Contractor shall not be required to “cost load” the computerized Microsoft Project Gantt
Chart. As part of this submission, the Contractor shall provide a separate Schedule of Costs on
AIA document G703. This Schedule of Costs shall reflect and contain all the same activities/events identified on the Gantt Chart.
B. The Contractor and the Contracting Officer shall use this Schedule of Costs for monthly payment purposes as referenced in the General Conditions of this agreement.
C. The Contractor and Contracting Officer shall agree on percentages for monthly work accomplished. The cumulative total amount of all cost loaded activities/events (including alternates) shall equal the total contract price.
D. Prorate overhead, profit and general conditions on all work activities/events for the entire project.
Negative work activity/event cost data will not be acceptable, except on VA issued contract changes.
1.6 GANTT CHART REQUIREMENTS:
A. Show on the Gantt Chart the sequence and interdependence of work activities/events required for complete performance of all items of work. In preparing the Gantt Chart, the Contractor shall:
1. Show the following on each work activity/event:
a. Concise description of the work represented by the activity/event.
b. Duration (in work days.)
01 32 17-3
2. 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 Representative's and Architect-Engineer's review and approval of shop drawings, equipment schedules, samples, template, or similar items.
c. Interruption of VA Cemetery utilities, delivery of Government furnished equipment, project phasing and any other specification requirements.
d. Test, balance and adjust various systems and pieces of equipment.
3. Break up the work into activities/events of durations no longer than thirty (30) work days each, 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
Contracting Officer may approve the showing of a longer duration. [The duration for VA approval of any required submittal, shop drawing, or other submittals shall not be less than ten (10) workdays.] The construction time as determined by the Gantt Chart schedule from start to…
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