36C25020B0011-004.pdf

PDF Posted

Attached to
P400--Demolish Buildings 25, 42, 122 610-18-101
Solicitation number
36C25020B0011
Issued by

About this file

This document provides details for a federal solicitation to demolish three buildings at the Veterans Affairs Medical Center in Marion, Indiana. The solicitation will be issued as a 100% set-aside for service-disabled veteran-owned small businesses and seeks offers for the demolition of Buildings 25, 42 and 122 under Project 610-18-101. Offerors must be registered and verified as SDVOSBs on the Vendor Information Pages and SAM.gov websites. The project magnitude is between $2-5 million and work must be completed within 365 calendar days of notice to proceed. A payment bond and irrevocable letter of credit will be required. A pre-bid site visit will be held and questions can only be submitted after solicitation documents are posted to beta.SAM.gov on April 28, 2020. The response deadline will be approximately 30 days later. The work must be performed in accordance with the final contract documents, plans and specifications.

36C25020B0011 610-18-101 Specification .pdf

View the file

Other files

File Type Posted
Wage Determination.pdf PDF
36C25020B0011 0001.pdf PDF
BID SCHEDULE.pdf PDF
36C25020B0011-006.pdf PDF
36C25020B0011-009.docx DOCX document
36C25020B0011-005.pdf PDF
36C25020B0011-007.pdf PDF
36C25020B0011-010.docx DOCX document
36C25020B0011-003.docx DOCX document
36C25020B0011-008.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

SPECIFICATION

FINAL BID DOCUMENTS SUBMISSION

VA Project No. 610-18-101

Demolition Buildings 25, 42, 122

VIRIDIAN

ARCHITECTURAL DESIGN INC.

VA Northern Indiana 2020 E. Washington Boulevard

Suite 200 Health Care System Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

1700 East 38th Street

Marion, Indiana 46953

PH: 765.674.3321

www.nothernindiana.va.gov

11111111//////////////, ,,,,,,,� 1 HOf? /0� --�" _\ : •••••••••• 1Vn � �, rL' •• sTc- •• \J,<'\ -::-

1 �-... ••�G\ cfr�•• ••• v--c::, %_ � l..,J :Q!- O•.-;o=-

� ,_ iNo.1 0800038} --< �

- .-1,,. .* -i -'T" \ STATE OF i f :::, •••• I •••

"':':- •./VD/A�!>-... �

� � I:) ·············e,� �C:::C ·1,,c C \'

¾/, H11 � 1,,,,, Volume 1 of 1

Issued: July 22, 2019 revised December 19, 2019

\\\\\\\ \ 111 I I/ If/ ,,,,\\\\\\\\\I 11 //It ,,,,, £,S A l/1; '0,, s D It;

0 L, I � � . � �

I tiL,II $- 'v r ·········r1('- II)' $ ') � ...••. •. ••... '.a_

11/ 2 -0 CJ .•;�c,\ ST£" I?,•••• < J' � :§" ••• ;;�<:>\STE:t;.>/:··• ��

= 0 _.-• Q:-"' ¢'/\••• .-(\ � ::::: •• • � 0 ••• % - • N \../ • , .. ,,.,.,.

., := a •• o. � -< � := e: �• -:::. • ..-

� f No.PE 10303057 1 � �* l 910070 ; *§

� -c \ --- j � � �] \. STATE OF ./ 0 � � ,P \ STATE □F / ¼.J::::: '8: o

·-... ltvo1•'t'<'?- •• •· /.' j::

'/ � • • � - 'i •• ,... •••

---•• {./\tnrAN�.--··

· § .? 1/ s ········· G�- �

'i111111�J'1o·NAl

\,��_,'0_�_;----...,...____ V\ '%,frr��i��� .. ,/"""'""'""' - -�� -�-7

610-18-101 Demolition Buildings 25, 42, and 122 02-01-19

00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

VHA MASTER SPECIFICATIONS

TABLE OF CONTENTS

Section 00 01 10

DIVISION 00 - SPECIAL SECTIONS DATE

00 01 15 List of Drawing Sheets 07-15

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 General Requirements 12-18 Appendix A- Construction Project Worker ID Badge

Process

Appendix B- Construction Sign & Safety Sign 01 32 16.15 Project Schedules (Small Projects – Design/Bid/Build 02-15 01 33 23 Shop Drawings, Product Data, and Samples 05-17 01 35 26 Safety Requirements 02-17 01 42 19 Reference Standards 05-16 01 45 00 Quality Control 03-19 Appendix A- Sample Form 01 45 29 Testing Laboratory Services 11-18 01 57 19 Temporary Environmental Controls 01-11 01 74 19 Construction Waste Management 09-13 Appendix A - Construction Debris- Monthly Report

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition 08-17 02 82 13.41 Asbestos Abatement for Total Demolition Project 04-15 02 83 33.13 Lead-Based Paint Removal and Disposal 08-16 Appendix A Abatement Reports

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing 07-16

DIVISION 23 – HEATING, VENTILATING, AND AIR

CONDITIONING (HVAC)

23 05 11 Common Work Results for HVAC 08-17

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 01-16 26 05 13 Medium-Voltage Cables 01-17 26 05 19 Low-Voltage Electrical Power Conductors and Cables 01-17 26 05 33 Raceway and Boxes for Electrical Systems 01-18 26 05 41 Underground Electrical Construction 01-17

610-18-101 Demolition Buildings 25, 42, and 122 02-01-19

00 01 10-2

26 24 16 Panelboards 01-18 26 56 00 Exterior Lighting 01-18

DIVISION 31 – EARTHWORK

31 20 11 Earthwork (Short Form) 10-12 31 23 23.33 Flowable Fill 10-12

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 05 23 Cement and Concrete for Exterior Improvements 08-16 32 12 16 Asphalt Paving 09-15 32 17 23 Pavement Markings 08-16 32 90 00 Planting 07-16

DIVISION 33 – UTILITIES

33 40 00 Storm Sewer Utilities 12-17 33 63 00 Steam Energy Distribution 09-17

610-18-101 Demolition Buildings 25, 42, and 122 07-01-15

00 01 15 - 1

SECTION 00 01 15

LIST OF DRAWINGS

The drawings listed below accompanying this specification form a part of the contract.

Drawing No. Title

GENERAL INFORMATION

GI001 COVER SHEET

GI002 CIVIL SITE ABBREVIATIONS AND SYMBOLS

GI003 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS

GI004 ELECTRICAL ABBREVIATIONS AND SYMBOLS

GI005 PLUMBING AND MECHANICAL GENERAL INFORMATION

GI006 CAMPUS AND PHASING PLAN

BUILDING 25

25.CD101 CIVIL SITE DEMOLITION PLAN

25.CD102 CIVIL UTILITY DEMOLITION PLAN

25.CS101 CIVIL SITE LAYOUT AND GRADING PLAN

25.CS201 CIVIL SITE EROSION CONTROL PLAN

25.CS501 CIVIL SITE DETAILS

25.AD100 ARCHITECTURAL DEMOLITION FLOOR PLAN - LOWER

LEVEL

25.AD101 ARCHITECTURAL DEMOLITION FLOOR PLANS - FIRST

AND SECOND FLOORS, ATTIC AND ROOF PLANS

25.AD401 ARCHITECTURAL DEMOLITION EXTERIOR ELEVATIONS

25.MPD100 MECHANICAL / PLUMBING DEMOLITION PLAN – LOWER

LEVEL

25.MPD101 MECHANICAL / PLUMBING DEMOLITION PLAN - FIRST

FLOOR

25.MPD.102 MECHANICAL / PLUMBING DEMOLITION PLAN - SECOND

FLOOR

25.ED100 ELECTRICAL DEMOLITION PLAN – LOWER LEVEL

25.ED101 ELECTRICAL DEMOLITION PLAN - FIRST AND SECOND

FLOORS

BUILDING 42

42.CD101 CIVIL SITE DEMOLITION PLAN

42.CD102 CIVIL UTILITY DEMOLITION PLAN

610-18-101 Demolition Buildings 25, 42, and 122 07-01-15

00 01 15 - 2

42.CS101 CIVIL SITE LAYOUT PLAN

42.CS102 CIVIL SITE GRADING PLAN

42.CS201 CIVIL SITE EROSION CONTROL PLAN

42.CS301 CIVIL SITE LANDSCAPE PLAN

42.CS501 CIVIL SITE DETAILS

42.AD100 ARCHITECTURAL DEMOLITION FLOOR PLANS – LOWER

LEVEL, FIRST, AND SECOND FLOORS

42.AD401 ARCHITECTURAL DEMOLITION EXTERIOR ELEVATIONS

42.MPD100 MECHANICAL / PLUMBING DEMOLITION PLAN – LOWER

LEVEL, FIRST, AND SECOND FLOORS

42.ED100 ELECTRICAL DEMOLITION PLAN – LOWER LEVEL,

FIRST, AND SECOND FLOORS

BUILDING 122

122.CD101a CIVIL SITE DEMOLITION PLAN NORTH

122.CD101b CIVIL SITE DEMOLITION PLAN SOUTH

122.CD102a CIVIL UTILITY DEMOLITION PLAN NORTH

122.CD102b CIVIL UTILITY DEMOLITION PLAN SOUTH

122.CD103 CIVIL UTILITY DEMOLITION PLAN EAST

122.CS101 CIVIL SITE LAYOUT AND GRADING PLAN

122.CS201 CIVIL SITE EROSION CONTROL PLAN

122.CS301 CIVIL SITE LANDSCAPE PLAN

122.CS501 CIVIL SITE DETAILS

122.AD100 ARCHITECTURAL DEMOLITION PLAN – LOWER LEVEL

122.AD101 ARCHITECTURAL DEMOLITION PLAN - FIRST FLOOR,

PENTHOUSE AND ROOF

122.AD401 ARCHITECTURAL DEMOLITION EXTERIOR ELEVATIONS

122.MPD100 MECHANICAL / PLUMBING DEMOLITION PLAN – LOWER

LEVEL

122.MPD101 MECHANICAL / PLUMBING DEMOLITION PLAN - FIRST

FLOOR AND PENTHOUSE

122.ED100 ELECTRICAL DEMOLITION PLAN – LOWER LEVEL

122.ED101 ELECTRICAL DEMOLITION PLAN - FIRST FLOOR AND

PENTHOUSE

122.ES100 ELECTRICAL SITE PLAN

- - - E N D - - -

610-18-101 Demolition Buildings 25, 42, and 122 12-01-18 i

SECTION 01 00 00

GENERAL REQUIREMENTS

TABLE OF CONTENTS

1.1 SAFETY REQUIREMENTS

1.2 GENERAL INTENTION

1.3 STATEMENT OF BID ITEM(S)

1.4 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

1.5 CONSTRUCTION SECURITY REQUIREMENTS

1.6 OPERATIONS AND STORAGE AREAS

1.7 DISPOSAL AND RETENTION

1.8 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,

UTILITIES, AND IMPROVEMENTS

1.9 PHYSICAL DATA

1.10 PROFESSIONAL SURVEYING SERVICES

1.11 LAYOUT OF WORK

1.12 AS-BUILT DRAWINGS

1.13 USE OF ROADWAYS

1.14 TEMPORARY TOILETS

1.15 AVAILABILITY AND USE OF UTILITY SERVICES

1.16 CONSTRUCTION SIGN

1.17 SAFETY SIGN

610-18-101 Demolition Buildings 25, 42, and 122 12-01-18

01 00 00 -1

SECTION 01 00 00

GENERAL REQUIREMENTS

1.1 SAFETY REQUIREMENTS

Refer to section 01 35 26, SAFETY REQUIREMENTS for safety and infection control requirements.

1.2 GENERAL INTENTION

A. Contractor shall completely prepare site for building operations, including demolition and removal of existing structures, and furnish labor and materials and perform work for VA Northern Indiana Health

Care System in Marion, Indiana – Demolition Buildings 25, 42, and 122

Project as required by drawings and specifications.

B. Visits to the site by Bidders shall be made only by appointment with the Medical Center COR.

C. Offices of Viridian Architectural Design, Inc. as Architect-Engineers, shall render certain technical services during construction. Such services shall be considered as advisory to the Government and shall not be construed as expressing or implying a contractual act of the

Government without affirmations by Contracting Officer or his duly authorized representative.

D. Before placement and installation of work subject to tests by testing laboratory retained by Department of Veterans Affairs, the Contractor shall notify the COR in sufficient time to enable testing laboratory personnel to be present at the site in time for proper taking and testing of specimens and field inspection. Such prior notice shall be not less than three work days unless otherwise designated by the COR.

E. All employees of general contractor and subcontractors shall comply with VA security management program and obtain permission of the VA police, be identified by project and employer, and restricted from unauthorized access.

610-18-101 Demolition Buildings 25, 42, and 122 12-01-18

01 00 00 -2

1.3 STATEMENT OF BID ITEM(S)

A. BID ITEM I, GENERAL CONSTRUCTION: Furnish all labor, material, equipment, tools, supervision, and all other necessary resources to demolish buildings 25, 42, and 122 on the Marion VAMC Campus: Work includes general construction, alterations, roads, walks, grading, drainage, necessary removal of existing structures and construction and certain other items.

B. BID ITEM II, DEDUCT ALTERNATE A-1 GENERAL CONSTRUCTION: Furnish all labor, material, equipment, tools, supervision, and all other necessary resources to demolish buildings 25, 42, and 122 on the Marion VAMC

Campus: Work includes general construction, alterations, roads, walks, grading, drainage, necessary removal of existing structures and construction and certain other items. EXCEPT DELETE provision to remove

Area 2 Contaminated Soil at Building 25 Loading Dock Lift. The area is

10’x10’and starting 5’ deep (ending at negative 10’).

C. BID ITEM III, DEDUCT ALTERNATE A-2 GENERAL CONSTRUCTION: Furnish all labor, material, equipment, tools, supervision, and all other necessary resources to demolish buildings 25, 42, and 122 on the Marion VAMC

Campus (Bid Item II): Work includes general construction, alterations, roads, walks, grading, drainage, necessary removal of existing structures and construction and certain other items. EXCEPT DELETE provision to remove Area 1 Contaminated Soil at Building 25 Loading

Dock Lift. The area is 10’x10’x 5’ deep.

1.4 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

A. Drawings and contract documents shall be obtained from the website where the solicitation is posted. Additional copies shall be at

Contractor's expense.

1.5 CONSTRUCTION SECURITY REQUIREMENTS

A. Security Plan:

1. The security plan defines both physical and administrative security procedures that will remain effective for the entire duration of the project.

610-18-101 Demolition Buildings 25, 42, and 122 12-01-18

01 00 00 -3

2. The General Contractor is responsible for assuring that all sub-contractors working on the project and their employees also comply with these regulations.

B. Security Procedures:

1. General Contractor’s employees shall not enter the project site without appropriate badge. They shall also be subject to inspection of their personal effects when entering or leaving the project site.

2. Before starting work the General Contractor shall give one week’s notice to the COR so that security can be provided for the employees. This notice is separate from any notices required for utility shutdown described later in this section.

3. No photography of VA premises is allowed without written permission of the Contracting Officer.

4. VA reserves the right to close down or shut down the project site and order General Contractor’s employees off the premises in the event of a national emergency. The General Contractor shall return to the site only with the written approval of the Contracting

Officer.

C. Key Control:

1. The General Contractor shall provide duplicate keys and lock combinations to the Contracting officers representative (COR)for the purpose of security inspections of every area of project including tool boxes and parked machines and take any emergency action.

D. Document Control:

1. Before starting any work, the General Contractor/Sub Contractors shall submit an electronic security memorandum describing the approach to following goals and maintaining confidentiality of

“sensitive information”.

2. The General Contractor is responsible for safekeeping of all drawings, project manual and other project information. This information shall be shared only with those with a specific need to accomplish the project.

610-18-101 Demolition Buildings 25, 42, and 122 12-01-18

01 00 00 -4

3. Certain documents, sketches, videos or photographs and drawings may be marked “Law Enforcement Sensitive” or “Sensitive Unclassified”.

Secure such information in separate containers and limit the access to only those who will need it for the project. Return the information to the Contracting Officer upon request.

4. These security documents shall not be removed or transmitted from the project site without the written approval of 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 COR and Site Security Officer immediately when there is a loss or compromise of “sensitive information”.

7. All electronic information shall be stored in 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 shall be attached to e-mail provided all VA encryption procedures are followed.

1.6 OPERATIONS AND STORAGE AREAS

A. The Contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer. The Contractor shall hold and save the

Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance.

B. Temporary buildings (e.g., storage sheds, shops, offices) and utilities shall be erected by the Contractor only with the approval of the 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.

610-18-101 Demolition Buildings 25, 42, and 122 12-01-18

01 00 00 -5

C. The Contractor shall, under regulations prescribed by the COR, use only established roadways, or use temporary roadways constructed by the Contractor when and as authorized by the 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.

(FAR 52.236-10)

D. Working space and space available for storing materials shall be as determined by the COR.

E. Workers are subject to rules of Medical Center applicable to their conduct.

F. Execute work so as to interfere as little as possible with normal functioning of Medical Center as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being done by others.

1. Do not store materials and equipment in other than assigned areas.

G. Utilities Services: Where necessary to cut existing pipes, electrical wires, conduits, cables, etc., of utility services, or of fire protection systems or communications systems (except telephone), they shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by COR. All such actions shall be coordinated with the COR or Utility Company involved:

H. Phasing:

The Medical Center must maintain its operation 24 hours a day 7 days a week. Therefore, any interruption in service must be scheduled and coordinated with the COR to ensure that no lapses in operation occur.

It is the CONTRACTOR'S responsibility to develop a work plan and schedule detailing, at a minimum, the procedures to be employed, the equipment and materials to be used, the interim life safety measure to

610-18-101 Demolition Buildings 25, 42, and 122 12-01-18

01 00 00 -6 be used during the work, and a schedule defining the duration of the work with milestone subtasks. The work to be outlined shall include, but not be limited to:

To ensure such executions, Contractor shall furnish the COR with a schedule of approximate phasing on which the Contractor intends to accomplish work in each specific area of site, building or portion thereof. In addition, Contractor shall notify the COR two weeks in advance of the proposed date of starting work in each specific area of site, building or portion thereof. Arrange such phasing dates to ensure accomplishment of this work in successive phases mutually agreeable to

Medical Center Director, COR and Contractor.

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

Provide gates as required for access with necessary hardware, including hasps and padlocks. Fasten fence fabric to terminal posts with tension bands and to line posts and top and bottom rails with tie wires spaced at maximum 375mm (15 inches). Bottom of fences shall extend to 25mm

(one inch) above grade. Remove the fence when directed by COR.

J. Utilities Services: Maintain existing utility services for Medical

Center at all times. Provide temporary facilities, labor, materials, equipment, connections, and utilities to assure uninterrupted services.

Where necessary to cut existing water, steam, gases, sewer or air pipes, or conduits, wires, cables, etc. of utility services or of fire protection systems and communications systems (including telephone), they shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by COR.

1. No utility service such as water, gas, steam, sewers or electricity, or fire protection systems and communications systems shall be interrupted without prior approval of COR.

2. Contractor shall submit a request to interrupt any such services to

COR, in writing, 7 days n advance of proposed interruption. Request shall state reason, date, exact time of, and approximate duration of such interruption.

610-18-101 Demolition Buildings 25, 42, and 122 12-01-18

01 00 00 -7

3. Contractor will be advised (in writing) of approval of request, or of which other date and/or time such interruption will cause least inconvenience to operations of Medical Center. Interruption time approved by Medical Center may occur at other than Contractor's normal working hours.

4. Major interruptions of any system shall be requested, in writing, at least 15 calendar days prior to the desired time and shall be performed as directed by the COR.

5. In case of a contract construction emergency, service will be interrupted on approval of COR. Such approval will be confirmed in writing as soon as practical.

6. Whenever it is required that a connection fee be paid to a public utility provider for new permanent service to the construction project, for such items as water, sewer, electricity, gas or steam, payment of such fee shall be the responsibility of the Government and not the Contractor.

K. To minimize interference of construction activities with flow of

Medical Center traffic, comply with the following:

1. Keep roads, walks and entrances to grounds, to parking and to occupied areas of buildings clear of construction materials, debris and standing construction equipment and vehicles. Wherever excavation for new utility lines cross existing roads, at least one lane shall be open to traffic at all times with approval.

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

L. Coordinate the work for this contract with other construction operations as directed by COR. This includes the scheduling of traffic and the use of roadways, as specified in Article, USE OF ROADWAYS.

M. Building 25: Coordination of Demolition with Cemetery Director: The burial activities at a National Cemetery shall take precedence over demolition activities. The Contractor must cooperate and coordinate with the Cemetery Director, through the COR, in arranging demolition schedule to cause the least possible interference with cemetery

610-18-101 Demolition Buildings 25, 42, and 122 12-01-18

01 00 00 -8 activities in actual burial areas. Demolition noise during the interment services shall not disturb the service. Trucks and workers 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 DISPOSAL AND RETENTION

A. Materials and equipment accruing from work removed and from demolition of buildings or structures, or parts thereof, shall be disposed of as follows:

1. Reserved items which are to remain property of the Government are identified by attached tags or noted on drawings or in specifications as items to be stored. Items that remain property of the Government shall be removed or dislodged from present locations in such a manner as to prevent damage which would be detrimental to re-installation and reuse. Store such items where directed by COR.

2. Items not reserved shall become property of the Contractor and be removed by Contractor from Medical Center.

3. PCB Transformers and Capacitors: The Contractor shall be responsible for disposal of the Polychlorinated Biphenyl (PCB) transformers and capacitors. The transformers and capacitors shall be taken out of service and handled in accordance with the procedures of the Environmental Protection Agency (EPA) and the

Department of Transportation (DOT) as outlined in Code of Federal

Regulation (CFR), Titled 40 and 49 respectively. The EPA's Toxic

Substance Control Act (TSCA) Compliance Program Policy Nos. 6-PCB-6 and 6-PCB-7 also apply. Upon removal of PCB transformers and capacitors for disposal, the "originator" copy of the Uniform

Hazardous Waste Manifest (EPA Form 8700-22), along with the Uniform

610-18-101 Demolition Buildings 25, 42, and 122 12-01-18

01 00 00 -9

Hazardous Waste Manifest Continuation Sheet (EPA Form 8700-22A) shall be returned to the Contracting Officer who will annotate the contract file and transmit the Manifest to the Medical Center's.

a. Copies of the following listed CFR titles shall be obtained from the Government Printing Office:

40 CFR 261........Identification and Listing of Hazardous Waste

40 CFR 262........Standards Applicable to Generators of Hazardous

Waste

40 CFR 263........Standards Applicable to Transporters of

Hazardous Waste

40 CFR 761........PCB Manufacturing, Processing, Distribution in

Commerce, and use Prohibitions

49 CFR 172........Hazardous Material tables and Hazardous

Material Communications Regulations

49 CFR 173........Shippers - General Requirements for Shipments and Packaging

49 CRR 173........Subpart A General

49 CFR 173........Subpart B Preparation of Hazardous Material for

Transportation

49 CFR 173........Subpart J Other Regulated Material; Definitions and Preparation

TSCA..............Compliance Program Policy Nos. 6-PCB-6 and 6-

PCB-7

1.8 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 shall remain in place. If any

610-18-101 Demolition Buildings 25, 42, and 122 12-01-18

01 00 00 -10 limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workers, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the Contracting Officer.

B. The Contractor shall protect from damage all existing improvements and utilities at or near the work site and on adjacent property of a third party, the locations of which are made known to or shall be known by the Contractor. The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the

Contractor fails or refuses to repair the damage promptly, the

Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

(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.

C. 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 medical center) office. The apparent low bidder, contractor and affected subcontractors shall furnish all information and certifications that are required to comply with the 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

610-18-101 Demolition Buildings 25, 42, and 122 12-01-18

01 00 00 -11 affected activities often include, but are not limited to the following:

- Designating areas for equipment maintenance and repair;

- Providing waste receptacles at convenient locations and provide regular collection of wastes;

- Locating equipment wash down areas on site, and provide appropriate control of wash-waters;

- Providing protected storage areas for chemicals, paints, solvents, fertilizers, and other potentially toxic materials; and

- Providing adequately maintained sanitary facilities.//

1.9 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 Viridian

Architectural Design, Engineering Resources, SCO Engineering and

Bloodhound.

(FAR 52.236-4)

B. Subsurface conditions have been developed by core borings and test pits. Logs of subsurface exploration are shown diagrammatically on drawings.

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

Veterans Affairs, bidders will be permitted to make subsurface explorations of their own at site.

610-18-101 Demolition Buildings 25, 42, and 122 12-01-18

01 00 00 -12

1.10 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.

1.11 LAYOUT OF WORK

A. The Contractor shall lay out the work from Government established base lines and bench marks, indicated on the drawings, and shall be responsible for all measurements in connection with the layout. The

Contractor shall furnish, at Contractor's own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work. The Contractor shall be responsible for executing the work to the lines and grades that shall be established or indicated by the Contracting Officer. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the Contracting Officer until authorized to remove them. If such marks are destroyed by the Contractor or through

Contractor's negligence before their removal is authorized, the

Contracting Officer may replace them and deduct the expense of the replacement from any amounts due or to become due to the Contractor.

B. 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 shall be necessary to assure proper alignment, orientation, and grade of all major features of work.

Survey shall include, but not be limited to, location of lines and grades of footings, exterior walls, center lines of columns in both directions, major utilities and elevations of floor slabs:

1. Such additional survey control points or system of points thus established shall be checked and certified by a registered land surveyor or registered civil engineer. Furnish such certification to the COR before any work (such as footings, floor slabs, columns, walls, utilities and other major controlling features) is placed.

610-18-101 Demolition Buildings 25, 42, and 122 12-01-18

01 00 00 -13

C. Whenever changes from contract drawings are made in line or grading requiring certificates, record such changes on a reproducible drawing bearing the registered land surveyor or registered civil engineer seal, and forward these drawings upon completion of work to COR.

1.12 AS-BUILT DRAWINGS

A. The contractor shall maintain two full size sets of as-built drawings which shall be kept current during construction of the project, to include all contract changes, modifications and clarifications.

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

C. Contractor shall deliver two approved completed sets of as-built drawings in the electronic version (scanned PDF) to the COR within 15 calendar days after each completed phase and after the acceptance of the project by the COR.

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

E. Contractor’s As-Built drawings to include the following information:

1. Line drawings of all disconnected underground utilities.

2. Location of end-points of underground utility line that are cut, plugged, or terminated. Locations to be shown on As-Builts via dimensions to existing VA permanent features.

1.13 USE OF ROADWAYS

A. For hauling, use only established public roads and roads on Medical

Center property and, when authorized by the COR, such temporary roads which are necessary in the performance of contract work. Temporary roads shall be constructed and restoration performed by the Contractor at Contractor's expense. When necessary to cross curbing, sidewalks, or similar construction, they shall be protected by well-constructed bridges.

B. When new permanent roads shall a part of this contract, Contractor shall construct them immediately for use to facilitate building

610-18-101 Demolition Buildings 25, 42, and 122 12-01-18

01 00 00 -14 operations. These roads may be used by all who have business thereon within zone of building operations.

1.14 TEMPORARY TOILETS

A. Provide where directed, (for use of all Contractor's workers) ample temporary sanitary toilet accommodations with suitable sewer and water connections; or, when approved by COR, provide suitable dry closets where directed. Keep such places clean and free from flies, and all connections and appliances connected therewith shall be removed prior to completion of contract, and premises left perfectly clean.

1.15 AVAILABILITY AND USE OF UTILITY SERVICES

A. The Government shall make all reasonably required amounts of utilities available to the Contractor from existing outlets and supplies, as specified in the contract. The amount to be paid by the Contractor for chargeable electrical services shall be the prevailing rates charged to the Government. The Contractor shall carefully conserve any utilities furnished without charge.

B. The Contractor, at Contractor's expense and in a workmanlike manner, in compliance with code and as satisfactory to the Contracting Officer, shall install and maintain all necessary temporary connections and distribution lines, and all meters required to measure the amount of electricity used for the purpose of determining charges. Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, meters, and associated paraphernalia and repair restore the infrastructure as required.

C. Contractor shall install meters at Contractor's expense and furnish the

Medical Center a monthly record of the Contractor's usage of electricity as hereinafter specified.

610-18-101 Demolition Buildings 25, 42, and 122 12-01-18

01 00 00 -15

1.16 CONSTRUCTION SIGN

A. Provide a Construction Sign where directed by the 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. Provide three 100 by 100 mm (4 inch by 4 inch) posts (or equivalent round posts) set 1200 mm (four 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 50 x 100 mm (two by four inch) material as directed.

B. Paint all surfaces of sign and posts two coats of white 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 COR.

D. Detail Drawing of construction sign showing required legend and other characteristics of sign is // attached hereto and made a part of this specification.

1.17 SAFETY SIGN

A. Provide a Safety Sign where directed by COR. Face of sign shall be 19 mm (3/4 inch) thick exterior grade plywood. Provide two 100 mm by 100 mm (four by four inch) posts extending full height of sign and 900 mm

(three feet) into ground. Set bottom of sign level at 1200 mm (four feet) above ground.

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

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

D. Standard Detail Drawing Number SD10000-02(Found on VA TIL) of safety sign showing required legend and other characteristics of sign is attached hereto and is made a part of this specification.

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

Contract Worker Personal Information Form “FLASH BADGE”

After COTR notifies Contractor employee information has been entered in the system, the contractors is to call the applicable campus HR Dept. below and schedule a date and time to complete the badging process, usually the first day on site.

Full LEGAL Name (First, Middle, Last)

Date of Birth

Social Security Number

Home Address (Street, Apt # (if applicable), City, State, ZIP)

Home Telephone Number (123-456-7890)

Are You a Foreign National? Yes No

Name of Firm or Company of which you are employed

Gender Male Female

Height (feet-inches) _____ Ft _____In

Ethnicity (Circle One)

American Indian or Alaskan Native

Black-non-Hispanic

Hispanic

White-non-Hispanic

Weight (in lbs)

Eye Color

Hair Color

Place of Birth (City, State)

Personal Forms of Identification Required See “Accepted Forms of Identification” below.

Accepted Forms of Identification

The applicant shall be required to provide two ORIGINAL forms of identity source documents. The identity source documents must come from the list of acceptable documents shown in the table below.

AT LEAST ONE DOCUMENT SHALL BE A VALID STATE OR FEDERAL GOVERNMENT-ISSUED PICTURE

IDENTIFICATION (ID).

on

Picture ID From Federal or State Government Non-Picture or Acceptable Picture ID not issued by

Federal or State Government

• State-Issued Drivers License

• State DMV-Issued ID Card

• U.S. Passport (unexpired or expired)

• Military ID Card

• Military Dependent’s card

• US Coast Guard Merchant Mariner card

• Foreign Passport with appropriate stamps

• Permanent Resident Card or Alien Registration Card with a photograph (INS Form I-151 or I-551)

• ID Card issued by federal or state government agencies provided it includes a photograph.

• Social Security Card

• Certified Birth Certificate

• State Voter Registration Card

• Native American Tribal Document

• Certificate of U.S. Citizenship (INS Form N- 560 or N-561)

• Certificate of Naturalization (INS Form N-550 or N-570)

• Certification of Birth Abroad Issued by the Department of State (Form FS-545 or Form

DS-1350)

• Permanent or Temporary resident card.

• ID Card issued by local government agencies provided it includes a photograph or includes the following information: name, date of birth, gender, height, eye color, and address

• Non-photo ID Card issued by federal or state government agencies provided it includes the following information: name, date of birth, gender, height, eye color, and address

• School ID with photograph

• Canadian Drivers License

• US Citizen ID Card (Form I-179)

-Picture ID or Acceptable Picture ID not issued by Federal or State Government Notes:

1. Two forms of identification are required from the above list of acceptable documents. Either of the following is accepted:

a. Two forms of identification from the left column (Federal or State Government issued picture ID).

b. One form of identification from the left column (Federal or State Government issued picture ID) and one form from the right column (Non- Picture ID or Acceptable Picture ID not issued by Federal or State Government).

2. The following rules apply for all forms of identification:

a. Any form of identification used for ID proofing may not be expired (except U.S. Passport)

b. Handwritten or photocopied documents are not accepted.

c. An ID issued before a legal name change (e.g. birth certificate or driver's license) can be presented as one form of ID if a legal document (e.g. marriage certificate/license or a court order) is also presented linking the previous name to the current legal name. The linking document has to display both the former and current legal names. Both documents must be valid and not expired (except U.S Passport). For example, a married woman may use both a certified copy of her birth certificate displaying her maiden name and a driver’s license displaying her married name as the 2 forms of ID compliant with PIV Guidelines, as long as she provides a marriage license displaying both her maiden name and married name.

d. The construction worker’s name listed on the Contract Worker Personal Information Form must match the name on the IDs presented by the worker.

V A R I E S

CONTRACTOR'S NAME

THE LIFE YOU SAVE MAY BE YOUR OWN

WITHOUT A LOST TIME ACCIDENT

0 0 0 DAYSHAS WORKED

THIS PROJECT

ON SAFETYin

ZERO

Department of Veterans Affairs

4'-0"

[1219mm] m m m m

BLUE

BLUE OUTLINE

WITH WHITE

INTERIOR

JOINT BRACING

RED

WHITE

BLUE

BRACING SEE

CONSTRUCTION

SIGN DETAIL

01010-1 m m m m m m m m m m

4"x4" [102x102mm]

POST IF SIGN IS

INSTALLED ON GRADE

FIN. GRADE

WOOD STRIPS

NTS

SAFETY SIGN

ELEVATION

S C A L E

C A D

D E T A I L

N O

D A T E

I S S U E D

DE

TA

IL

T

IT

LE

S A F E T Y

S I G N

S D D W G

D E C E M B E R

N O N E

610-18-101 Demolition Buildings 25, 42, and 122 02-01-15

01 32 16.15 - 1

SECTION 01 32 16.15

PROJECT SCHEDULES

(SMALL PROJECTS – DESIGN/BID/BUILD)

PART 1- GENERAL

1.1 DESCRIPTION:

A. The Contractor shall develop a Critical Path Method (CPM) plan and schedule demonstrating fulfillment of the contract requirements

(Project Schedule), and shall keep the Project Schedule up-to-date in accordance with the requirements of this section and shall utilize the plan for scheduling, coordinating and monitoring work under this contract (including all activities of subcontractors, equipment vendors and suppliers). Conventional Critical Path Method (CPM) technique shall be utilized to satisfy both time and cost applications.

1.2 CONTRACTOR'S REPRESENTATIVE:

A. The Contractor shall designate an authorized representative responsible for the Project Schedule including preparation, review and progress reporting with and to the Contracting Officer's Representative (COR).

B. The Contractor's representative shall have direct project control and complete authority to act on behalf of the Contractor in fulfilling the requirements of this specification section.

C. The Contractor’s representative shall have the option of developing the project schedule within their organization or to engage the services of an outside consultant. If an outside scheduling consultant is utilized, Section 1.3 of this specification will apply.

1.3 CONTRACTOR'S CONSULTANT:

A. The Contractor shall submit a qualification proposal to the COR, within

10 days of bid acceptance. The qualification proposal shall include:

1. The name and address of the proposed consultant.

2. Information to show that the proposed consultant has the qualifications to meet the requirements specified in the preceding paragraph.

3. A representative sample of prior construction projects, which the proposed consultant has performed complete project scheduling services. These representative samples shall be of similar size and scope.

01 32 16.15 - 2

B. The Contracting Officer Representative has the right to approve or disapprove the proposed consultant, and will notify the Contractor of the VA decision within seven calendar days from receipt of the qualification proposal. In case of disapproval, the Contractor shall resubmit another consultant within 10 calendar days for renewed consideration. The Contractor shall have their scheduling consultant approved prior to submitting any schedule for approval.

1.4 COMPUTER PRODUCED SCHEDULES

A. The contractor shall provide monthly, to the Department of Veterans

Affairs (VA), all computer-produced time/cost schedules and reports generated from monthly project updates. This monthly computer service will include: three copies of up to five different reports (inclusive of all pages) available within the user defined reports of the scheduling software approved by the Contracting Officer; a hard copy listing of all project schedule changes, and associated data, made at the update and an electronic file of this data; and the resulting monthly updated schedule in PDM format. These must be submitted with and substantively support the contractor’s monthly payment request and the signed look ahead report. The COR shall identify the five different report formats that the contractor shall provide.

B. The contractor shall be responsible for the correctness and timeliness of the computer-produced reports. The Contractor shall also responsible for the accurate and timely submittal of the updated project schedule and all CPM data necessary to produce the computer reports and payment request that is specified.

C. The VA will report errors in computer-produced reports to the

Contractor’s representative within ten calendar days from receipt of reports. The Contractor shall reprocess the computer-produced reports and associated diskette(s), when requested by the Contracting Officer’s

Representative, to correct errors which affect the payment and schedule for the project.

1.5 THE COMPLETE PROJECT SCHEDULE SUBMITTAL

A. Within 45 calendar days after receipt of Notice to Proceed, the

Contractor shall submit for the Contracting Officer's review; three blue line copies of the interim schedule on sheets of paper 765 x 1070 mm (30 x 42 inches) and an electronic file in the previously approved

01 32 16.15 - 3

CPM schedule program. The submittal shall also include three copies of a computer-produced activity/event ID schedule showing project duration; phase completion dates; and other data, including event cost.

Each activity/event on the computer-produced schedule shall contain as a minimum, but not limited to, activity/event ID, activity/event description, duration, budget amount, early start date, early finish date, late start date, late finish date and total float. Work activity/event relationships shall be restricted to finish-to-start or start-to-start without lead or lag constraints. Activity/event date constraints, not required by the contract, will not be accepted unless submitted to and approved by the Contracting Officer. The contractor shall make a separate written detailed request to the Contracting

Officer identifying these date constraints and secure the Contracting

Officer’s written approval before incorporating them into the network diagram. The Contracting Officer Representative’s separate approval of the Project Schedule shall not excuse the contractor of this requirement. Logic events (non-work) will be permitted where necessary to reflect proper logic among work events, but must have zero duration.

The complete working schedule shall reflect the Contractor's approach to scheduling the complete project. The final Project Schedule in its original form shall contain no contract changes or delays which may have been incurred during the final network diagram development period and shall reflect the entire contract duration as defined in the bid documents. These changes/delays shall be entered at the first update after the final Project Schedule has been approved. The Contractor should provide their requests for time and supporting time extension analysis for contract time as a result of contract changes/delays, after this update, and in accordance with Article, ADJUSTMENT OF

CONTRACT COMPLETION.

B. Within 30 calendar days after receipt of the complete project interim

Project Schedule and the complete final Project Schedule, the

Contracting Officer or his representative, will do one or both of the following:

1. Notify the Contractor concerning his actions, opinions, and objections.

2. A meeting with the Contractor at or near the job site for joint review, correction or adjustment of the proposed plan will be scheduled if required. Within 14 calendar days after the joint

01 32 16.15 - 4 review, the Contractor shall revise and shall submit three blue line copies of the revised Project Schedule, three copies of the revised computer-produced activity/event ID schedule and a revised electronic file as specified by the Contracting Officer

Representative. The revised submission will be reviewed by the

Contracting Officer and, if found to be as previously agreed upon, will be approved.

C. The approved baseline schedule and the computer-produced schedule(s) generated there from shall constitute the approved baseline schedule until subsequently revised in accordance with the requirements of this section.

D. The Complete Project Schedule shall contain approximately 10 work activities/events.

1.6 WORK ACTIVITY/EVENT COST DATA

A. The Contractor shall cost load all work activities/events except procurement activities. The cumulative amount of all cost loaded work activities/events (including alternates) shall equal the total contract price. Prorate overhead, profit and general conditions on all work activities/events for the entire project length. The contractor shall generate from this information cash flow curves indicating graphically the total percentage of work activity/event dollar value scheduled to be in place on early finish, late finish. These cash flow curves will be used by the Contracting Officer Representative to assist him in determining approval or disapproval of the cost loading. Negative work activity/event cost data will not be acceptable, except on VA issued contract changes.

B. The Contractor shall cost load work activities/events for guarantee period services, test, balance and adjust various systems in accordance with the provisions in Article, FAR 52.232 – 5 (PAYMENT UNDER

FIXED-PRICE CONSTRUCTION CONTRACTS) and VAAR 852.236 – 83 (PAYMENT

UNDER FIXED-PRICE CONSTRUCTION CONTRACTS).

C. In accordance with FAR 52.236 – 1 (PERFORMANCE OF WORK BY THE

CONTRACTOR) and VAAR 852.236 – 72 (PERFORMANCE OF WORK BY THE

CONTRACTOR), the Contractor shall submit, simultaneously with the cost per work activity/event of the construction schedule required by this

Section, a responsibility code for all activities/events of the project for which the Contractor's forces will perform the work.

01 32 16.15 - 5

D. The Contractor shall cost load work activities/events for all BID ITEMS including ASBESTOS ABATEMENT. The sum of each BID ITEM work shall equal the value of the bid item in the Contractors' bid.

1.7 PROJECT SCHEDULE REQUIREMENTS

A. Show on the project schedule the sequence of work activities/events required for complete performance of all items of work. The Contractor

Shall:

1. Show activities/events as:

a. Contractor's time required for submittal of shop drawings, templates, fabrication, delivery and similar pre-construction work.

b. Contracting Officer Representative's and Architect-Engineer's review and approval of shop drawings, equipment schedules, samples, template, or similar items.

c. Interruption of VA Facilities utilities, delivery of…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .