Bid Specs _ Roads Repair - 909CM3029.pdf

NCA MASTER SPECIFICATIONS

BID DOCUMENTS SUBMISSION

FORT CUSTER NATIONAL CEMETERY

AUGUSTA, KALAMAZOO COUNTY, MICHIGAN

PROJECT NO. 909CM3029

REPAIR AND REPAVE ASPHALT ROADS

Prepared for:

United States Department of Veterans Affairs

MARCH 24, 2023

FORT CUSTER NATIONAL CEMETERY PROJECT NO. 909CM3029

REPAIR AND REPAVE ASPHALT ROADS MARCH 24, 2023

BID DOCUMENTS

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00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

NCA MASTER SPECIFICATIONS

TABLE OF CONTENTS

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 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

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

APPENDIX

“Subsurface Exploration and Geotechnical Engineering Report – Proposed Building Addition and Pavement Improvement – Fort Custer National Cemetery” by ECS Midwest, LLC

05-22

BID DOCUMENTS

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.

NO. DRAWING DRAWING TITLE

1 GI001 COVER SHEET

2 GI002 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

3 VL100 OVERALL EXISTING CONDITIONS AND BORING PLAN

4 VL101 EXISTING CONDITIONS AND BORING PLAN

5 VL102 EXISTING CONDITIONS AND BORING PLAN

6 VL103 EXISTING CONDITIONS AND BORING PLAN

7 VL104 EXISTING CONDITIONS AND BORING PLAN

8 VL105 EXISTING CONDITIONS AND BORING PLAN

9 VL106 EXISTING CONDITIONS AND BORING PLAN

10 VL107 EXISTING CONDITIONS AND BORING PLAN

11 VL108 EXISTING CONDITIONS AND BORING PLAN

12 VL109 EXISTING CONDITIONS AND BORING PLAN

13 VL110 EXISTING CONDITIONS AND BORING PLAN

14 VL111 EXISTING CONDITIONS AND BORING PLAN

15 GC100 CONSTRUCTION SEQUENCE PLAN

16 GC101 EROSION AND SEDIMENT CONTROL PLAN

17 GC102 EROSION AND SEDIMENT CONTROL PLAN

18 GC103 EROSION AND SEDIMENT CONTROL PLAN

19 GC104 EROSION AND SEDIMENT CONTROL PLAN

20 GC105 EROSION AND SEDIMENT CONTROL PLAN

21 GC106 EROSION AND SEDIMENT CONTROL PLAN

22 GC107 EROSION AND SEDIMENT CONTROL PLAN

23 GC501 EROSION AND SEDIMENT CONTROL NOTES & DETAILS

24 GI101 OVERALL SITE DEVELOPMENT PLAN

25 CS501 SITE DETAILS

26 CD101 SITE DEMOLITION PLAN (BASE BID)

27 CD102 SITE DEMOLITION PLAN (BASE BID)

28 CD111 SITE DEMOLITION PLAN (BID OPTION 1)

29 CD112 SITE DEMOLITION PLAN (BID OPTION 1)

30 CD121 SITE DEMOLITION PLAN (BID OPTION 2)

31 CD122 SITE DEMOLITION PLAN (BID OPTION 2)

32 CD123 SITE DEMOLITION PLAN (BID OPTION 2)

33 CS101 SITE PLAN (BASE BID)

34 CS102 SITE PLAN (BASE BID)

35 CS111 SITE PLAN (BID OPTION 1)

36 CS112 SITE PLAN (BID OPTION 1)

37 CS121 SITE PLAN (BID OPTION 2)

38 CS122 SITE PLAN (BID OPTION 2)

39 CS123 SITE PLAN (BID OPTION 2)

BID DOCUMENTS

LIST OF DRAWING SHEETS

00 01 15 - 2

- - - END - - -

i

SECTION 01 00 02

GENERAL REQUIREMENTS (MINOR NCA PROJECTS)

TABLE OF CONTENTS

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 PHYSICAL DATA

1.13 PROFESSIONAL SURVEYING SERVICES

1.14 LAYOUT OF WORK

1.15 AS-BUILT DRAWINGS

1.16 USE OF ROADWAYS

1.17 TEMPORARY TOILETS

1.18 AVAILABILITY AND USE OF UTILITY SERVICES

1.19 TESTS

1.20 RELOCATED EQUIPMENT AND ITEMS

1.21 CONSTRUCTION SIGN

1.22 SAFETY SIGN

1.23 CONSTRUCTION DIGITAL IMAGES

1.24 FINAL ELEVATION PHOTOGRAPHS

1.25 HISTORIC PRESERVATION

1.26 PROJECT HEALTH AND SAFETY PLAN

ii

REPAIR AND REPAVE ASPHALT ROADS SEPTEMBER 29, 2022

CONSTRUCTION DOCUMENTS

GENERAL REQUIREMENTS

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 Fort Custer National Cemetery Repair and Repave Asphalt Roads 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 INTEGRITY FEDERAL SERVICES, 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 employees of general contractor and subcontractors shall comply with security requirements as established by the RE/COR, 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. BASE BID, GENERAL CONSTRUCTION: Installation of all work shown on the plans and described in the specifications including but not limited to: Full depth pavement replacement along the Committal Service Shelter B Loop and a portion of James B Eads Road.

B. BID OPTION #1: : Full depth pavement replacement and pavement mill and overlay along a portion of James B Eads Road in the vicinity of the Maintenance Facility and the northern loop of

Fort Custer Drive.

C. BID OPTION #2: : Full depth pavement replacement and pavement mill and overlay along a portion of Chippewa Way and the southern loop of Fort Custer Drive. Also to include correction of drainage deficiencies in these areas.

01 00 02 - 2

1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

A. AFTER AWARD OF CONTRACT, 2 bond paper set(s) of specifications and drawings will be furnished.

B. Additional sets of drawings may be made by the Contractor, at Contractor's expense, from digital files furnished by the Issuing Office.

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.

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.

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.

01 00 02 - 3

1. American Society for Testing and Materials (ASTM):

E84-2009a Surface Burning Characteristics of Building Materials

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. 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.

F. Egress Routes for Construction Workers: Maintain free and unobstructed egress. Inspect daily.

Report findings and corrective actions weekly to RE/COR.

G. Fire Extinguishers: Provide and maintain extinguishers in construction areas and temporary storage areas in accordance with 29 CFR 1926, NFPA 241 and NFPA 10.

H. Flammable and Combustible Liquids: Store, dispense and use liquids in accordance with 29 CFR

1926, NFPA 241 and NFPA 30.

01 00 02 - 4

I. Fire Hazard Prevention and Safety Inspections: Inspect entire construction areas weekly.

Coordinate with, and report findings and corrective actions weekly to RE/COR.

J. 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.

K. Dispose of waste and debris in accordance with NFPA 241. Remove from site weekly.

L. 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 so as 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.

01 00 02 - 5

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 site. 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. Arrange such dates to insure accomplishment of this work in successive phases mutually agreeable to the Cemetery Director, RE/COR and

Contractor.

H. Construction Fence: Before construction operations begin, the Contractor shall provide a chain link construction fence, 2.1m (seven feet) minimum height, around the construction. 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.

I. 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.

01 00 02 - 6

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.

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.

J. 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. The lines shall not be capped in finished areas, but shall be removed and sealed, capped or plugged-in ceilings, within furred spaces, in unfinished areas, or within walls or partitions; so that they are completely behind the finished surfaces.

K. 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.

Wherever excavation for new utility lines cross existing roads, at least one lane must be open to traffic at all times.

2. Method and scheduling of required cutting, altering and removal of existing roads, walks and entrances must be approved by the RE/COR.

L. 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.

M. 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.

01 00 02 - 7

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 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.

4.

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 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.

3. 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 where directed by RE/COR.

01 00 02 - 8

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:

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", 01 00 02 - 9

"Restoration", and "Operations and Storage Areas" for additional instructions concerning repair of damage to structures and site improvements.

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 ducts, plumbing, steam, gas, 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, fire protection systems, communications systems (including telephone), irrigation system control, and power 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 PHYSICAL DATA

A. Data and information furnished or referred to below is for the Contractor's information. The

Government shall not be responsible for any interpretation of, or conclusion drawn from the data or information by the Contractor.

1. The indications of physical conditions on the drawings and in the specifications are the result of site investigations by the A/E.

(FAR 52.236-4)

B. Subsurface conditions have been developed by core borings and test pits. Logs of subsurface exploration conducted by ECS Midwest, LLC are shown in the geotechnical report.

01 00 02 - 10

C. A copy of the geotechnical investigation report is an Appendix to these specifications and shall be considered part of the contract documents.

D. The Government does not guarantee that other materials will not be encountered, nor that proportions, conditions or character of several materials will not vary from those indicated by explorations. Bidders are expected to examine the site of work and logs of borings and, after investigation, decide for themselves the character of materials and make their bids accordingly.

Upon proper application to the Department of Veterans Affairs, including approved scheduling bidders will be permitted to make subsurface explorations of their own at site.

1.13 PROFESSIONAL SURVEYING SERVICES

A registered professional land surveyor or registered civil engineer whose services are retained and paid for by the Contractor shall perform services specified herein and in other specification sections. The Contractor shall certify that the land surveyor or civil engineer is not one who is a regular employee of the Contractor, and that the land surveyor or civil engineer has no financial interest in this contract.

1.14 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 roads are in accordance with lines and elevations shown on contract drawings.

C. During progress of work, 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 roads, streets and parking lots.

01 00 02 - 11

D. 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.

E. 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".

1.15 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.

B. All variations shall be shown in the same general detail as used in the contract drawings. To ensure compliance, as-built drawings shall be made available for the RE/COR's review, as often as requested.

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, B, & C shall also apply to all shop drawings.

1.16 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.

1.17 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.

01 00 02 - 12

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.

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 TESTS

A. Conduct final tests required in various sections of specifications in presence of an authorized representative of the RE/COTR. Contractor shall furnish all labor, materials, equipment, instruments, and forms, to conduct and record such tests.

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1.20 RELOCATED EQUIPMENT AND ITEMS

A. Contractor shall disconnect, dismantle as necessary, remove and reinstall in new location, all existing equipment and items indicated by symbol "R" or otherwise shown to be relocated by the

Contractor.

B. Perform relocation of such equipment or items at such times and in such a manner as directed by the 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. Make relocated existing equipment ready for operation or use immediately after reinstallation.

1.21 CONSTRUCTION SIGN

A. Provide a Construction Sign where directed by the RE/COR. All wood members shall be of framing lumber. Cover sign frame with 0.7 mm (24 gage) galvanized sheet steel nailed securely around edges and on all bearings. Signface shall be 4 feet x 5 feet and 6 inches. Provide two

100 by 100 mm (4 inch by 4 inch) posts (or equivalent round posts) set 900 mm (three feet) into ground. Set bottom of sign level at 900 mm (three feet) above ground and secure to posts with through bolts. Make posts full height of sign. Brace posts with 50mm x 100 mm (two by four inch) material as directed.

B. Paint all surfaces of sign and posts two coats of white semi-gloss paint. Border and letters shall be of black gloss paint, except project title which shall be blue gloss paint.

C. Maintain sign and remove it when directed by the RE/COR.

D. Detail Drawing of construction sign showing required legend and other characteristics of sign is provided in the drawings.

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1.22 SAFETY SIGN

A. Provide a Safety Sign where directed by RE/COR. Signboard shall be three feet x four feet, 19 mm (3/4-inch) thick exterior grade plywood. Provide two 100 mm by 100 mm (four by four inch) posts extending full height of sign and 900 mm (three feet) into ground. Set bottom of sign level at 1200 mm (four feet) above ground.

B. Paint all surfaces of Safety Sign and posts with one prime coat and two coats of white gloss paint. Letters and design shall be painted with gloss paint of colors noted.

C. Maintain sign and remove it when directed by RE/COR.

D. Detail Drawing of safety sign showing required legend and other characteristics of sign is provided in the drawings.

E. Post the number of accident-free days on a daily basis.

1.23 CONSTRUCTION DIGITAL IMAGES

A. During construction period through completion, furnish Department of Veterans Affairs weekly color digital photographs of construction progress (150 to 200 images per week.) Photographs of the 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.

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1.24 FINAL ELEVATION PHOTOGRAPHS

A. Final photographs shall be taken by a commercial/professional photographer. They shall be taken upon completion, including landscaping. They shall be taken on a clear sunny day at as large a scale as possible to obtain sufficient detail to show depth and to provide clear, sharp pictures. All images shall become property of the Government.

B. Photographs shall be artistically composed showing full front elevations of new columbarium court(s), memorial wall, ossuary, bridge, site features and surrounding landscapes. A minimum of thirty-six (36) images shall be taken as per these specifications.

C. Minimum digital photo file size for final photos is 20 mb un-interpolated, preferably 52 mb.

Submit proofs, via e-mail or web photo gallery, from which the COR/Project Manager will select the final images for printing.

D. Pictures selected by the COR/Project Manager for printing shall be printed on regular weight paper, matte finish archival grade photographic paper and produced by a RA4 process from the digital image with a minimum 300 PPI. Photographs shall have full picture print with no margin.

E. Submit two (2) 400 mm x 500 mm (16 x 20) framed prints and three (3) 8 x 10 prints of the final selected photos. Deliver to the COR/Project Manager, in boxes suitable for shipping, F. Submit a CD-ROM to the COR/Project Manager containing all (minimum 36) final digital photo files.

1. Images on CD-ROM shall be recorded in JPEG format with a minimum of 24-bit color and no reduction in actual picture size. Compressed size of the file shall be no less than 80% of the original with no loss of information.

2. File names shall contain the date the image was taken, the Project number and a unique sequential identifier.

3. The CD-ROM shall also contain an index of all the images contained therein in either a

TXT or Microsoft Word format.

G. Each of the selected 16 x 20 prints shall be placed in a frame with a minimum 2 inches, maximum 3 inches of appropriate matting as a border. Provide a selection of 3 different mats and 3 different frames from which the COR will select one mat and one frame style to frame both prints. Preferred frame style is wood molding, matte black finish, box frame, 1-1/8" wide x 7/8-inch deep.

H. Place a typewritten self-adhesive identity label on the back of each final print without damage to photograph. PHOTO NUMBER shall be included in both the digital file name on the CD and on the photo print label.

I. The following information shall be on the identity-label for photographs:

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1. PHOTO NUMBER;

2. CEMETERY NAME

3. LOCATION;

4. PROJECT TITLE;

5. PROJECT NUMBER;

6. DATE TAKEN;

7. CONSTRUCTION COMPANY;

8. CONTRACT NUMBER

1.25 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.

1.26 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

10. Trench Safety

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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 sufficient 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

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NETWORK ANALYSIS SCHEDULE

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.)

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NETWORK ANALYSIS SCHEDULE

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.

e. VA inspection and acceptance activity/event with a minimum duration of five (5) work days at the end of each phase and immediately preceding any VA move activity/event required by the contract phasing for that phase.

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 finish for any sub-phase, phase or the entire project shall not exceed the total contract duration. 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.

4. Exterior Label Information: Provide the following information on an external label attached to each diskette(s):

a. VA project number and project location.

b. Name and telephone…