12B0007-SPECS-AM2.PDF

PDF 391 KB Posted Mar 16, 2012

Attached to: Building 3, Bay 3, New HVAC and Renovations
Solicitation number: W912BU-12-B-0007
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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Amendment 0002 - Spec

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Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO.

IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

W912BU

BUILDING 3, BAY 3, NEW HVAC AND RENOVATIONS AT THE TOBYHANNA ARMY DEPOT, TOBYHANNA, PA

THIS AMENDMENT EXTENDS THE BID OPENING UNTIL 27 MARCH 2012 AT 11:00 AM EST.

(CONTINUED)

E5CTCMNE

U.S. Army Engineer District, Philadelphia Contracting Division-Room 643 Wanamaker Building, 100 Penn Square East Philadelphia, Pennsylvania 19107-3390

U.S. Army Engineer District, Philadelphia POC: Michele Evans Wanamaker Building, 100 Penn Square East Philadelphia, Pennsylvania 19107-3390

W912BU-12-B-0007

03/16/2012

02/17/2012

This page was intentionally left blank for duplex printing.

Amendment No. 0002

IFB W912BU-12-B-0007

14. DESCRIPTION OF AMENDMENT (continued)

a. SPECIFICATIONS – VOLUME 1 OF 2:

(1) Section 00815 – WAGE RATES: Please delete section 00815 in its entirety and substitute revised section 00815, annotated Amendment No. 0002, attached hereto.

(2) Project Table of Contents: Please delete the Project Table of Contents in its entirety and substitute the revised Project Table of Contents, annotated Amendment No. 0002, attached hereto.

(3) Section 01 11 00 - SUMMARY OF WORK: Please delete section 01 11 00 in its entirety and substitute revised section 01 11 00, annotated Amendment No.

0002, attached hereto.

(4) Section 01 33 00 - SUBMITTAL PROCEDURES: Please delete pages 01 33 00-19 through 53 in their entirety and substitute revised pages 01 33 00-19 through 52, annotated Amendment No. 0002, attached hereto.

(5) Section 02 41 00 - DEMOLITION: Please delete section 02 41 00 in its entirety and substitute revised section 02 41 00, annotated Amendment No.

0002, attached hereto.

(6) Section 06 41 16.00 10 - LAMINATE CLAD ARCHITECTURAL CASEWORK: Please delete section 06 41 16.00 10 in its entirety and substitute revised section 06 41 16.00 10, annotated Amendment No. 0002, attached hereto.

(7) Section 09 06 90 - COLOR SCHEDULE: Please delete section 09 06 90 in its entirety and substitute revised section 09 06 90, annotated Amendment No.

0002, attached hereto.

(8) Section 09 65 00 - RESILIENT FLOORING: Please delete section 09 65 00 in its entirety and substitute revised section 09 65 00, annotated Amendment No.

0002, attached hereto.

(9) Section 12 36 00 - COUNTERTOPS: Please delete section 12 36 00 in its entirety.

b. DRAWINGS:

(1) Please delete drawings 3-1-71 and 3-1-81 in their entirety and substitute revised drawings of the same numbers, with the latest revision date of 9 Mar 2012, attached hereto.

c. Please indicate receipt of this amendment on Standard Form 1442 (SOLICITATION, OFFER, AND AWARD) as Amendment No. 0002. Failure to acknowledge all amendments may be cause for rejection of the offer.

SECTION 00815 Page 1

General Decision Number: PA120029 02/10/2012 PA29

Superseded General Decision Number: PA20100029

State: Pennsylvania

Construction Type: Building

County: Monroe County in Pennsylvania.

INCLUDING TOBYHANNA ARMY DEPOT BUILDING AND FOUNDATION

CONSTRUCTION PROJECTS, BUILDING ERECTION AND FOUNDATION

EXCAVATION PROJECTS, (does consisting of single family homes and apartments up to and including 4 stories), EXCLUDING SEWAGE

AND WATER TREATMENT PLANT PROJECTS

Modification Number Publication Date 0 01/06/2012 1 02/10/2012

BRPA0005-024 05/01/2011

Tobyhanna Depot

Rates Fringes

BRICKLAYER.......................$ 30.91 13.56

BRPA0005-041 05/01/2011

EXCEPT TOBYHANNA

Rates Fringes

BRICKLAYER.......................$ 30.28 14.47

CARP0261-007 05/23/2011

Rates Fringes

CARPENTER (Including Drywall Hanging and Metal Stud Installation)....................$ 26.26 12.25

ELEC0081-008 06/01/2011

BARRETT, COOLBAUGH, PARADISE & PRICE TOWNSHIPS

Rates Fringes

ELECTRICIAN......................$ 31.85 4%+15.46

ELEC0102-011 09/05/2011

REMAINDER OF COUNTY

SECTION 00815 Page 2

Rates Fringes

ELECTRICIAN......................$ 47.77 55.5%

* IRON0036-007 07/01/2011

REMAINDER OF COUNTY

Rates Fringes

Ironworkers:

Projects over 25 million....$ 33.55 22.42 Projects under 25 milion....$ 33.05 22.42

IRON0489-003 07/01/2010

TOBYHANNA ARMY DEPOT

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 30.82 24.80

LABO1174-002 05/01/2011

Rates Fringes

Laborers:

Brick Mason Tenders.........$ 23.44 14.39 Unskilled...................$ 22.84 14.39

PLUM0524-001 06/01/2011

Rates Fringes

Plumbers and Pipefitters (Including HVAC pipe work)......$ 38.89 18.22

SHEE0044-007 05/01/2011

Rates Fringes

Sheet metal worker (Including HVAC Duct Work).................$ 28.93 18.29

SUPA1999-003 08/10/1999

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 17.13 1.57

Painters:

Brush & Roller..............$ 15.00 Spray.......................$ 16.00

Power equipment operators:

Backhoe.....................$ 22.20 6.14 Bulldozer...................$ 22.70 6.14

SECTION 00815 Page 3

Loader, Roller..............$ 26.05 2.10

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is union or non-union.

Union Identifiers

An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198-005 07/01/2011. The first four letters , PLUM, indicate the international union and the four-digit number, 0198, that follows indicates the local union number or district council number where applicable , i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2011, following these characters is the effective date of the most current negotiated rate/collective bargaining agreement which would be July 1, 2011 in the above example.

Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rate.

Non-Union Identifiers

Classifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non-union data. Example: SULA2004-007 5/13/2010. SU indicates the rates are not union rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a General Wage Determination on that date.

SECTION 00815 Page 4

Survey wage rates will remain in effect and will not change until a new survey is conducted.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor

SECTION 00815 Page 5

200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

PROJECT TABLE OF CONTENTS

VOLUME 1 OF 2

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 45 01 USACE QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

02 83 13.00 20 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 30 00.00 10 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 20 00 FINISH CARPENTRY

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

PROJECT TABLE OF CONTENTS Page 1

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 13 73 AUTOMATIC SLIDING ALUMINUM BIPARTING DOORS

08 33 23 OVERHEAD COILING DOORS

08 36 19 VERTICAL LIFT DOORS

08 62 00 SKYLIGHTS

08 71 00 DOOR HARDWARE

08 81 00 INTERIOR GLAZING

08 91 00 METAL DOOR LOUVERS

DIVISION 09 - FINISHES

09 06 90 COLOR SCHEDULE

09 29 00 GYPSUM BOARD

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 23.13 STANDARD RESINOUS FLOORING

09 68 00 CARPET

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 02 INTERIOR SIGNAGE

10 22 19 DEMOUNTABLE MOVABLE PARTITIONS

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 36 00 SECTION DELETED

DIVISION 21 - 28: SEE VOLUME 2 OF 2

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM E 2114 (2008) Standard Terminology for Sustainability Relative to the Performance of Buildings

1.2 DEFINITIONS

Definitions pertaining to sustainable development are as defined in ASTM E 2114, Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION, and as specified.

a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.

b. "Indoor environmental quality" is the physical characteristics of the building interior that impact occupants, including air quality, illumination, acoustics, occupant control, thermal comfort, daylighting, and views.

c. "Operational performance" is the functional behavior of the building as a whole or of the building components.

d. "Sustainability" is the balance of environmental, economic, and societal considerations.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Performing Work

The work covered by these specifications consists of providing all labor, equipment and materials necessary to perform the work in connection with Building 3 Bay 3, New HVAC and Renovations in accordance with these specifications, schedules, applicable drawings and conditions of this

SECTION 01 11 00 Page 1 contract, including, but not necessarily limited to the following.

1.4.2 Project Description

The purpose of this project is to renovate Bay 3 in Building 3 from what was originally designed and used as a warehouse space for the storage of Army equipment and supplies to an electronics mission work area. The Bay 3 design includes an area for numerous bench top work surfaces with a renovated compressor room and a new two story modular office block. This includes offices for the division and branch chiefs with conference rooms and staff rooms to support each level. There will be a lunch break area, mini computer stations and a locker area on the east side of the bay. An open shipping area will occupy the northwest corner of the repair floor.

The general scope of the project includes an upgrade to the compressed air system. This scope also includes a new HVAC system, and new 277V lighting layout. The removal of the existing hanging light fixtures will include the removal of lighting ballasts and lamps containing PCB's and Mercury.

All deactivated utilities will be removed and the walls will be cleaned of existing debris. The walls will be furred out with steel studs, filled with insulation batts and covered with gypsum board to be painted. All existing ACM in wall, floor and ceiling tile and the existing sliding fire doors will be abated. New aluminum and glass bi-parting sliding doors will be mounted on one side of the firewall and a steel, 2hr. roll-up fire door will be mounted on the other. These will be located at each driveway opening. The bottom of the roof deck will get three coats of paint. All exposed structural steel and supporting members will be painted. All structural steel within the building, fire doors and door jambs between the bays contain lead based paint. The construction activities that will impact lead based paint or lead containing material are: preparing existing metal surfaces for paint, sanding existing metal surfaces for paint, blast cleaning existing metal surfaces for paint, saw cutting through existing painted metal and torch cutting through existing painted metal. Occupational Safety and Health Administration Standards must be followed when these structures are disturbed or modified. These new project renovations will also include a daylight harvesting system in which the daylight from new skylights in the roof are used to help light the interior of the bay for a savings on lighting operating costs. There will also be "power columns" built on the repair floor that contain service hook-ups, fed from above and down through the column with connections at the face for usage at the repair benches. These columns are to contain a high and low pressure compressed air connection at each column face that is to be connected for use at each bench. These columns will also have 120V power that will power two benches per power circuit. There will be 10 communication and data outlets for every 4 repair benches. The floors will have the cracks filled. A regular epoxy floor finish and a ESD Type epoxy floor will be put down in the required areas to complete the manufacturing space. All work in this project is to start on the North end by Bay 2 and work South towards Bay 4.

1.4.3 Location

The work shall be located at the Tobyhanna Army Depot, Tobyhanna, PA, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.5 SAFETY AND PROTECTION

Department of Defense (DoD), Department of Army (DA), Occupational Safety

SECTION 01 11 00 Page 2 and health Administration (OSHA) and local Tobyhanna Army Depot (TYAD) rules and regulations shall govern contractors, sub-contractors, suppliers and their employees. Tobyhanna Army Depot Safety Regulation 385-1, Safety manual, may be accessed at:

http://www.tobyhanna.army.mil/toby/organize/risk/385-1(official).doc

a. Contractors shall comply with Title 29 Code of Federal Regulations-1910 (OSHA General Industry Standards), Title 29 Code of Federal Regulations-1926 (Construction Industry Standards) and national Fire protection Association Codes as applicable.

b. All contractor and subcontractor employees on site at Tobyhanna Army Depot shall be required to view a 15-minute Safety film upon Depot entry and prior to performance of any on-site work. Contractors shall also comply with any and all Safety requirements as stated in the specific statement of work or technical specifications applicable to the contract/order.

1.5.1 OSHA Voluntary Protection Program Star Site

Tobyhanna Army Depot is an OSHA Voluntary Protection program (VPP) site.

Accordingly, Tobyhanna Army Depot expects and requires full contractor compliance with all applicable safety regulations and standards. The Contractor is responsible for maintaining, monitoring and enforcing full compliance with all applicable rules, regulations and codes.

1.5.2 Job Hazard Analysis (JHSA)

Prior to the start of work, the contractor shall prepare a JHA for each phase of work that will be done under the contract. A phase is defined as operations involving a certain type of work. Some examples would be demolition, excavation, masonry work, concrete pouring, roofing, and electrical wiring. Work done by each subcontractor is also a phase. The JHA will list the activity being performed and identify the sequence of work steps, the hazards associated with each step, and the procedures, safeguards, and or training that will be taken to eliminate the hazards or reduce the risk to an acceptable level. Tobyhanna Army Depot form, AMSEL-TY 180-R-e, date a Jan 02, or an equivalent may be used. A sample JHA will be provided upon request. Job Hazard Analysis worksheets will be given to the Contracting Officer's Representative (COR) prior to the start of work. JOB HAZARD ANALYSIS information may be accessed at JOB HAZARD ANALYSIS, OSHA PUBLICATION 3071. NOTE: Review of the JHAs does not constitute approval of the adequacy of the safety measures identified for the job or compliance with OSHA rules and regulations.

1.5.3 Fall protection

Particular attention is directed to the OSHA Fall protection Requirements.

Personnel performing any work on elevated surfaces, six (6) feet or more above a lower level, shall comply with 29CFR 1926.500 through 1926.503.

There are no certified anchorage points nor permanent guardrail systems on any Tobyhanna Army Depot roof.

1.5.4 Electrical Safety

Particular attention is directed to the current edition of NFPA 70E, "Standard for electrical Safety in the workplace". Contractor shall fully comply with all sections of this standard.

SECTION 01 11 00 Page 3

1.5.5 Safety Plan

Contractors with ten (10) or more employees will submit a written Contractor Safety Plan to the Contracting Officer's Representative (COR) within five (5) days after receipt of the notice to proceed. The Safety Plan is the contractor's safety and health policy and program document. It is not intended to address specific technical safety and health requirements. The following areas are typically addressed in a safety plan, but a plan can be job specific and also address any unusual or unique aspects of the project or activity for which it is written:

a. Statement of safety and health policy.

b. Administrative responsibilities for implementing the safety plan;

identification and accountability of personnel responsible for safety and accident prevention.

c. Means for coordinating and controlling work activities of contractors, subcontractors, and suppliers; responsibility of subcontractors to comply with the safety plan.

d. Plans for initial safety indoctrination and follow up safety training.

e. Provisions for frequent safety inspections of work sites, material, equipment, and employees to ensure compliance with the Plan; means for recording inspections and deficiencies and the means, timetable, and individual responsible for their correction.

f. Responsibilities for investigating and reporting accidents, reporting occupational health exposure, maintaining accident and exposure data, reports, and logs.

g. Emergency response capability to minimize the consequences of accidents.

h. Contingency plans for severe weather such as windstorms, lightning, tornados, etc.

i. Plans for maintaining job site cleanup and safe access.

j. Public safety requirements that must be addressed.

k. Local requirements that must be addressed.

l. Prevention of alcohol and drug abuse on the job.

m. Details of hazard communication program.

n. Provisions for updating the plan.

An updated copy of the Safety Plan will be available on the job site at all times. The Safety Plan will be made available to the COR for his review should it be requested. Review of the safety Plan does not connote approval of the adequacy of the safety measures outlined for the job or of compliance with OSHA requirements.

In any conflict between this attachment and other standards, rules or regulations, the stricter of the two shall apply.

The Contractor is at all times responsible for job-site safety.

SECTION 01 11 00 Page 4

1.6 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Before work is started, the Contractor shall arrange with the Contracting Officer's Representative a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.7 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer's Representative. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.8 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.8.1 Notification Prior to Excavation

Notify the Contracting Officer's Representative at least 15 days prior to starting excavation work.

1.9 SALVAGE MATERIAL AND EQUIPMENT

Government salvaged items are limited to those listed on the Demolition Drawings as chain link fencing, gates, fence posts, and steel stairs. See project COR for storage location. See Demolition Keyed Note 10 on Drawings

AD-1, 2 & 3.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 5

SECTION 01 11 00 Page 6

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(f) (g

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S E C T I…

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