11B0002-SPECS-AM2.PDF

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

THIS AMENDMENT DOES NOT EXTEND THE 14 DECEMBER 2010 BID OPENING AT 11:00 A.M. EST

THE DEADLINE FOR REQUESTS FOR INFORMATION IS: 10 DECEMBER 2010 AT 2:00 P.M. ANY QUESTIONS RECEIVED

AFTER THIS CUTOFF DATE, MAY NOT BE ANSWERED.

(CONTINUED)

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

MODIFICATION OF CONTRACTS/ORDER

NO.

E. IMPORTANT: Contractor

15B. CONTRACTOR/OFFEROR

is not, copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer tended.

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 submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDG- MENT 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 you 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.

is extended, B.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CON-

TRACT ORDER NO. IN ITEM 10A.

2. AMENDMENT/MODIFICATION NO.

6. ISSUED BY

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

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

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) is required to sign this document and return

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

PAGE OF PAGES 1. CONTRACT ID CODE

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

7. ADMINISTERED BY (If other than Item 6)

15C. DATE SIGNED

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

16B. UNITED STATES OF AMERICA

BY

16C. DATE SIGNED

9A. AMENDMENT OF SOLICITATION NO.

9B. DATED (SEE ITEM 11)

10B. DATED (SEE ITEM 13)

CODE CODE

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.

is not ex-copies to the issuing office.

NSN 7540-01-152-8070

PREVIOUS EDITION UNUSABLE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

(Signature of person authorized to sign) (Signature of Contracting Officer)

USAPPC V2.00

10A.

30-105-02

U.S. ARMY ENGINEER DISTRICT, PHILADELPHIA

POC: EMILY SHEAFFER

WANAMAKER BUILDING, 100 PENN SQUARE EAST

PHILADELPHIA, PA 19107-3390

U.S. ARMY ENGINEER DISTRICT, PHILADELPHIA

CONTRACTING DIVISION, ROOM 643

WANAMAKER BUILDING, 100 PENN SQUARE EAST

PHILADELPHIA, PA 19107-3390

CODE

W912BU E5CTCEMS

FACILITY CODE

0002 02 December 2010

W912BU-11-B-0002

10 NOVEMBER 2010

Building 12 Renovations, Tobyhanna Army Depot, Tobyhanna, Pennsylvania

This page was intentionally left blank for duplex printing.

Amendment No. 0002

IFB W912BU-11-B-0002

14. DESCRIPTION OF AMENDMENT (continued)

a. RFIs with RESPONSES: RFIs with responses, annotated Amendment No. 0002 are attached to this amendment.

b. VOLUME 1 OF 2:

(1) Section 00800 – SPECIAL CLAUSES: Please delete page 00800-2 in its entirety and substitute revised page 00800-2, annotated Amendment No. 0002, attached hereto.

(2) 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.

(3) Section 01 33 00 – SUBMITTAL PROCEDURES: Please insert new page 01 33 00-80, annotated Amendment No. 0002, attached hereto.

(4) Section 01 35 26 – GOVERNMENTAL SAFETY REQUIREMENTS: Please delete section 01 35 26 in its entirety and substitute revised section 01 35 26, annotated Amendment No. 0002, attached hereto.

(5) Section 01 50 00 – TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS:

Please delete section 01 50 00 in its entirety and substitute revised section 01 50 00, annotated Amendment No. 0002, attached hereto.

(6) Section 08 71 00 – DOOR HARDWARE: Please delete section 08 71 00 in its entirety and substitute revised section 08 71 00, annotated Amendment No. 0002, attached hereto.

c. VOLUME 2 OF 2:

(1) TABLE OF CONTENTS: Please delete the Table of Contents in its entirety and substitute revised Table of Contents annotated Amendment No. 0002, attached hereto.

(2) Section 23 22 26 – STEAM SYSTEM AND TERMINAL UNITS: Please insert new section 23 22 26 annotated Amendment No. 0002, attached hereto.

(3) Section 26 32 14 – DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY APPLICATIONS: Please delete section 26 32 14 in its entirety and substitute revised section 26 32 14, annotated Amendment No. 0002, attached hereto.

d. CONTRACT DRAWINGS: Please delete the following drawings in their entirety and substitute the revised drawings of the same numbers, with the latest revision date of 29 November 2010, attached hereto:

12-2-7 12-2-8 12-2-14 12-2-20 12-1-57 12-1-64 12-4-36

14. DESCRIPTION OF AMENDMENT (continued)

12-4-38 12-4-45 12-8-1 12-8-2 12-8-3 12-8-4 12-8-5 12-8-6 12-8-7

e. 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.

FOR INFORMATION ONLY

REQUESTS FOR INFORMATION WITH RESPONSES

Solicitation No. W912BU-11-B-0002 2-Dec-2010

Discipline Dwg Sheet/Spec Sectio Comment Response

1 Flooring 09 06 90

2.2.1.3.1 Sheet Flooring specifies Forbo Flooring Systems. Would Armstrong Amorette be an acceptable substitute? It is a comparable product.

Please see Para 2.1 of this section for acceptable use of other manufacturer's.

I did not see any mass notification which is typically present on DOD projects. I assume this building is not required to have a MNS installed?

A mass notification system is not part of this contract. There is a local PA system that will be tied into the Depot's central PA system by TYAD personel (DOIM).

3 00800

Special Clauses, Paragraph SC-1, on Page 2, which states: “… complete the entire base bid work ready for use not later than 180 calendar days …”. Project duration of 180 calendar days is unrealistic. The availability of Steel materials alone will prohibit this duration. Please confirm that the 180 calendar days allotted for the entire base bid work is correct and will not be increased.

See Amendment No. 0002.

4 Dwg A-601 Please clarify what type of gypsum wall board is to be installed for wall types 3B and 3C. To be revised in an upcoming amendment.

5 Dwg A-601 Please clarify if wall types 3A, 3B and 3C are to receive gypsum board on one (1) side or both sides of the metal framing. To be revised in an upcoming amendment.

6 Dwg A-601 The detail for wall type 7 and 7A states ¾” furring strip (8A ONLY).

Please clarify if this note is an accurate reference to this partition type. To be revised in an upcoming amendment.

7 Dwg I-101

Notes: Note 7 of the Notes on Drawing I-101 indicates the installation of a surface walk-off mat. However, there does not appear to be a specification section provided. Please provide a specification for the walk-off mat.

See Amendment No. 0002.

8 Dwg I-101 Detail 2 on Drawing I-101 shows a flooring finish in Vestibule 101 as CPT1. However, the Room Finish Schedule states that CT1 is to be installed. Please clarify the floor finish for Vestibule 101.

See Amendment No. 0002.

9 Dwg I-101 The Room Finish Schedule states that Rooms 103, 104, 107, 109 and 121 are to receive a wainscoting 42” AFF. Please identify the material for the wainscoting with the supporting specification.

See Note 1 on this drawing which fully defines the extent of finish for the wainscot.

10 Furniture 1.3.1 / 12-1-64

It states furniture will be provided by DDTP/DLA.and on the drawing under general notes it states that All furniture to be provided and insatlled by DLA and/or DPW under separate contract. When and how will this contract be issued for furniture? As stated in the plans and specs, furniture is Not in Contract.

According to the spec and the blue prints it states (connect new fire alarm devices to new notifier fire alarm control panel) This statement allows only Notifier Fire Alarm company to bid this project, Is this a sole source project? To be revised in an upcoming amendment.

drawings 12-1-50,51 &

The key shows only half the building being in the contract, however, neither the roof or the elevation drawings indicate that we're dealing with just half. Should I be figuring the whole building for lightning protection? To be revised in an upcoming amendment.

Could you please clarify for me the size of the sub-base fuel tank for the generator on this project? The single line diagram lists a Kohler part number for a 247 gallon/84 hours capacity tank and the specifications call for a 53 hour capacity tank. Also, it is only a single tank for the generator, there are no day tanks or secondary tanks needed? See Amendment No. 0002.

14 Roofing A-105 Please confirm that the area of tapered insulation is only from the center (12" high point) to the dashed line (which would be 3-1/2").

The tapered insulation is as noted on the roof plan at the existing flat structure area.

15 General 01 45 01 Is the CQC Manager the only staff required for the quality control program for this project?

A "sufficient number of additional qualified personnel to ensure safety and contract compliance" is also required per the specification, which may or may not require more

16 Concrete S-002

Sikatop 126 Plus does not exist anymore. Please indicate that Sikatop 123 Plus is an acceptable product for Type B Concrete Repair. See Amendment No. 0002.

Solid Surface A402

11/A402 indicates the casework top in the Multipurpose Room 121 to be Plam. However, the finish schedule I-101 indicates that it will be solid surface. See Amendment No. 0002.

Safety /

CQC

01 35 26 / 01 45 01

Specs state that the safety officer can also be the CQC manager and that this person must be stationed on site full time for the full duration of the project. Is this correct? Yes, please bid as shown.

Door Hardware 087100 - 2.3.4

The depot has an independent company / vendor who supplies and installs all cylinders & cores. Are we to exclude the cylinder & cores from the project requirements? The specs do not reflect this. To be revised in an upcoming amendment.

20 Mechanical M401, M601

Boiler schedule indicates B-1 and B-2. Mechanical room plan indicates B-1 and a location for a future boiler. Is B-2 part of the base bid or is it for future consideration only? See Amendment No. 0002

21 Mechanical MP101, MP102 Need specification for heating hydronic piping. See Spec section 23 52 00.

22 Mechanical MP101, MP102 Need specification for pre-insulated chilled water piping. See Spec section 33 61 00.

23 Architectural none

Unable to finish specification on interior & exterior signage. There is also no signage schedule as part of the drawings. Please clarify since there could be ADA and life safety issues which will delay any occupancy certificates. Signage will be provided by the Govt. Please bid as shown.

24 Roofing A-105 page 17

Accoding to the scope of work, the entire roof is to be removed and replace but your keyplan states 1/2 of the building is not in contract.

We do not believe this is correct for the roof. Please clarify. To be revised in an upcoming amendment.

25 General 01 11 00

Per summary of work, spec section 01 11 00 page 1 Para 1.3.1 Please clarify a new second floor Rest Room. The 2nd floor Restroom is not shown in the plans. To be revised in an upcoming amendment.

26 Architectural A-105

Per plan A-105 note states"replace Deteriorated Deck with Gypsum Plank, Poured Gypsum, Metal, Fibroplank or Equal" There is no quanity or dimension for the amount to be removed or replaced for bidding purposes. Please Advise Quanity. To be revised in an upcoming amendment.

27 Architectural Draw S-002 Item R-2 requests unit prices, the bid form does not have a place for unit prices To be revised in an upcoming amendment.

28 General Will there be additional site visits scheduled? No.

29 Architectural 101000 Please indicate the required sizes for the markerboards, tackboards and projection screens To be revised in an upcoming amendment.

30 General AD-101 Please clarify if exhisting high windows on N & S elevations are to be removed and if so what material is to be used to fill in the openings. See details 2 & 3/A-301.

31 General S002 R-2 Will a new bid form be issued to allow for unit prices on concrete repairs? To be revised in an upcoming amendment.

Steel Frabricators 05 12 00

If a steel fabricator / erector fallows all AISC guidelines and processes as standard practice but has not gone through the certification process, will they be able to provide the fabrication and erection of the steel for this project? No. Please bid as shown.

33 Carpet/tile Does the 2nd floor receive any finishes? No. Please bid as shown.

SPECIAL CLAUSES

SC-1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire base bid work ready for use not later than 210 calendar days after the date the Contractor receives the notice to proceed.

The Contracting Officer has the right to exercise Option 1 within 30 calendar days after the Contractor receives the notice to proceed for the Base Bid. The contract will not be extended if the Option is awarded.

The time stated for completion shall include final cleanup of the premises.

(FAR 52.211-10)

SC-2 LIQUIDATED DAMAGES - CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $1,000.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed.

These liquidated damages are in addition to excess costs of repurchase under the Termination clause. (FAR 52.211-12)

SC-3 CONTRACT DRAWINGS, MAPS AND SPECIFICATIONS (AUG 2000)

a. The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

b. The Contractor shall—

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

c. In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

d. Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall

Section 00800 Page 2 not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

e. The work shall conform to the specifications and the contract drawings identified on the following, all of which are available in the office of the District Engineer, U.S. Army Engineer District, Philadelphia, Room 643, Wanamaker Building, 100 Penn Square East, Philadelphia, PA 19107. Drawings are titled: "BUILDING 12 RENOVATION, TOBYHANNA ARMY DEPOT, TOBYHANNA, PENNSYLVANIA" and have the drawing numbers, subtitles, and dates as indicated on Contract Drawing No. 12-1-41, Cover Sheet. (DFARS 252.236-7001)

SC-4 PHYSICAL DATA (APR 1984)

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. (FAR 52.236-4)

a. Weather Conditions. The climate of the area is referred to as "continental" by climatologists, characterized by cold winters and moderately hot summers. Complete weather records and reports may be obtained from the local U.S. Weather Bureau Office nearest to the work site. The Contractor shall satisfy himself as to the hazards likely to arise from weather conditions during the construction period.

b. Location. Tobyhanna Army Depot is located in Monroe County,Pennsylvania, approximately 30 miles southeast of Scranton Pennsylvania. See the vicinity and project location maps on the contract drawings.

c. Transportation Facilities. The work site is accessible from local roads via Intertates 80 and 380 in the Poconos. The Contractor shall be responsible for all investigations of load carrying capacities of bridges and roadways.

d. Magnitude of the Contract Work. The estimated value of the contract work is between $1,000,000 and $5,000,000.

e. Hours of Work. Unless otherwise specified, the Contractor shall be permitted to perform the contract work between the hours of 7:30 am and 5:00 pm, Monday through Friday. Federal holidays (New Year's Day, Martin Luther King Jr.'s Birthday, Presidents Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veterans' Day, Thanksgiving Day, and Christmas Day) that fall within the work week will not be considered as work days.

Prior to performing any work during hours other than those specified, the Contractor shall submit an overtime request to the Contracting Officer for review and approval. Overtime requests shall be submitted not less than 24 hours prior to the time the Contractor desires to perform the overtime work. The Contractor shall provide at least a 24 hour advanced notification to establish when on-site work will commence and prior to restarting on-site work following any stoppage of work lasting longer than five normal workdays. Notification shall be provided by phone, or person, or in writing, and shall be given directly to the Contracting Officer.

SC-5 DAMAGE TO WORK

Section 00800 Page 3

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 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 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The high-bay warehouse area of Building 12 shall be renovated to provide offices for the Distribution Depot Tobyhanna, Pa (DDTP) and Defense Logistics Agency (DLA). This consists of selective demolition of the existing space. Refer to the Architectural, Electrical, Plumbing, Fire Alarm, Fire Suppression and Mechanical Demolition plans for extent of work. The entire exterior façade of Building 12 shall be refaced and brought up to Tobyhanna design standards which includes standing seam roofing over the entrance and an Exterior Finish Insulation System (EFIS).

Site utilities shall be modified and site features added to meet AT/FP standards. The existing roof of this building shall also be replaced.

Interior new work consists of a second floor mezzanine, stairwells, new partition walls, ACT ceiling, modifications to existing restrooms, a new second floor restroom, HVAC systems, modifications of the existing

SECTION 01 11 00 Page 1 sprinkler system and electrical work associated with all new construction.

Furniture will be provided by DDTP/DLA. See Civil, Architectural, Electrical, Plumbing, Fire Alarm, Fire Suppression and Mechanical plans for the extent of the new work. Access shall be maintained at all times to the TMDE spaces on the eastern end of the building.

a. Base Bid Item "Building 12 Renovation": includes all work shown and specified within a line five feet outside of the building.

b. Base Bid Item "Sitework": includes all work required outside the lines 5 feet outside the face of the Building except the work included in Option 1. All costs in connection with all permits and fees shall be included in this bid item.

c. Option 1 "Diesel Generator Set w/Automatic Transfer Switch and Uninteruptable Power Supply": includes work required to furnish and install Diesel-Generator Set, Automatic Transfer Switch, Uninteruptable Power Supply, Weatherproof Enclosure and Fence, required power and control wiring and conduit, and any other items indicated on the drawings or required in relavent specification sections. Additional work requied to install the weatherproof enclosure or electrical wiring and conduit needed to provide a fully operational system shall also be provided.

1.3.2 Location

The work shall be located at the Tobyhanna Army Depot, Tobyhanna, PA, approximately as indicated.

1.4 SAFETY AND PROTECTION

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

1.4.1 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.

SECTION 01 11 00 Page 2

1.4.2 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.

1.4.3 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 neither certified anchorage points nor permanent guardrail systems on any Tobyhanna Army Depot roof.

1.4.3.1 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.

1.4.3.1.1 Safety Plan

Contractors with ten (10) or more employees will submit a written Contractor Safety Plan to the contracting Officer (KO) 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

SECTION 01 11 00 Page 3 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.

1.5 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 a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.6 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. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

SECTION 01 11 00 Page 4

1.7 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation. Refer to attached "Procedures for Excavation" document. 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.

1.7.1 Notification Prior to Excavation

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

PART 4 ATTACHMENTS

SECTION 01 11 00 Page 5

DIRECTORATE OF PUBLIC WORKS

TOBYHANNA ARMY DEPOT

TOBYHANNA, PA 18466

Standard Operating Procedure 15 December, 2008 No. DPW-04-001

PROCEDURES FOR

EXCAVATION IN ACCORDANCE

WITH PENNSYLVANIA ONE CALL (PA One Call) REQUIREMENTS

PARAGRAPH

Purpose and Scope 1 Policy 2 Definition 3 Responsibility In-house 4 Responsibility Contractor 5 Procedures 6 References 7

1. Purpose and Scope: This procedure establishes guidance for excavation in or around utilities on Tobyhanna Army Depot

2. Policy: To provide control, accountability, and uniformity in excavation procedures performed in accordance (IAW) PA One Call.

3. Definitions:

PM: Project Manager COR: Contracting Officer Representative FEP: Facilities Engineering Project

Excavation: "Excavation" means the use of powered equipment or explosives in the movement of earth, rock or other material, and includes but is not limited to anchoring, augering, backfilling, blasting, boring, digging, ditching, drilling, driving-in, grading, plowing-in, pulling-in, ripping, scraping, trenching and tunneling, but does not include soft excavation technology such as vacuum, high pressure air or water, tilling of soil for agricultural purposes to a depth of less than eighteen inches, operations necessary or incidental to the purposes of finding or extracting natural resources, or political subdivisions performing minor routine maintenance up to a depth of less than eighteen inches within the right-of-way of roads.

"Minor routine maintenance" means shaping of or adding dust palliative to unpaved roads, removal and application of patches to the surface or base of flexible base, rigid base or rigid surface roads by either manual or mechanized method to the extent of the existing exposed base material, crack and joint sealing, adding dust palliative to road shoulders, patching of shoulders and shoulder bases by either manual or mechanized methods to the extent of the existing exposed base, and cleaning of inlets and drainage pipes and ditches.

"Designer" means any architect, engineer or other person who or which prepares a drawing for a construction or other project which requires excavation or demolition work.

SECTION 01 11 00 Page 6

4. Responsibilities:

a. Director of Public Works - Will ensure compliance with and administration of the policy, responsibilities, and procedures in the SOP.

b. Engineering Division - Will provide administration and, control, and maintain the Standard Operating Procedure.

5. Procedure for In-House Excavation (see Appendix A for In-House Flowchart)

a. Whenever it is necessary for any advanced planned excavation or work that has the potential to damage any underground utilities by in-house personnel this procedure shall be followed and an excavation permit shall be secured. No excavation work shall commence until the permit is approved. A copy of the approved permit must be kept by the Utilities & Grounds Division (U&G Div) Chief or Leader at all times. See below for emergency excavating situations.

b. U&G Div shall be responsible for filling out the attached application (See Enclosure 1). For planned excavations, it shall be submitted to Chief Engineering Division at least 5 working days prior to the planned start of work. U&G Div shall call the PA One-Call Service if excavation work is in the vicinity of the Natural Gas (GAS), phone, or cable TV lines.

c. Prior to requesting the marking of utilities, U&G Div shall stake out proposed excavations and limits of work with white lines ("White Lining") or other acceptable means.

d. For emergency conditions, no TYAD permit will be necessary. U&G Div shall notify the PA One Call Service if deemed necessary by Division Chief. U&G Div shall notify the Engineering Div Point of contact (POC) either telephonically or via e-mail and shall explain the requirements.

An emergency is defined as a sudden or unforeseen occurrence involving a clear and immediate danger to life or property, including but not limited to, serious breaks or defects in utility lines that must be repaired within 24 hours. U&G Div shall identify proposed excavation location or mark up a plan showing planned excavation areas.

e. Prior to starting work, U&G Div shall visually survey and verify that all utility markings are consistent with existing appurtenances such as manholes, valve boxes, poles, pedestals, pad-mounted devices, gas meters, etc. prior to any excavation. U&G Div will also, verify that any abandoned utilities are not active. Any discrepancies noted should be brought to the attention of Eng Div. All utility markings shall be preserved for the duration of the project to the maximum extent possible.

f. When excavation is performed within 2 feet of any utility line, hand digging shall be used when feasible.

g. Work shall always proceed in an orderly and effective manner to preclude potential damage or problems. Additional precautionary measures may be required if differing site conditions are determined to exist.

h. Should excavation be required around abandoned steam piping that has asbestos insulation, Environmental Management Division shall be notified at least 14 days in advance.

SECTION 01 11 00 Page 7

i. Additional Requirements for work at or near the GAS line.

For any excavation in the vicinity of the GAS line, crossing, or running alongside the GAS line, the requesting organization SHALL NOTIFY the Energy Savings Performance Contract (ESPC) Contracting Officer's Representative (COR) (Contact- PHONE X5-7546,CELL PHONE (570) 269-9778,E MAIL RANDY.S SIMPSON@ TOBYHANNA.ARMY.MIL or the ESPC contractor (AMERESCO Energy Services Inc.) representative (Phone 894-5624 or e-mail to CHAZELTON@AMERSCO.COM prior to start of work and shall comply with accepted GAS industry standards before backfilling around the gas line.

j. If there is damage to the GAS line, immediately notify the TYAD Fire and Emergency Services Division at 911 from a depot phone or (570) 615-7300 from outside phones. Then notify the ESPC COR (Phone X5-7199, Pager 9-480-1537), a representative (Phone 894-5624), or the GAS Company. If GAS is leaking, no personnel should be in the excavation or within 200 feet from the leak. Abandon equipment in place and do not turn off or reposition the equipment. Do not operate any electrical switches or machinery within 200 feet of the leak. DO NOT TOUCH THE GAS LINE.

k. Off-Post Digging - TYAD must follow all One-Call requirements for any excavation NOT on federal grounds (OFF-POST).

6. Specification Section for Contractors Excavating Permits (See Appendix B for Contractors Excavation Permit flowchart)

a. TYAD fully complies with the PA One Call System's notification requirements. This is done in order to ensure that all Government and Non-Government utilities are covered by the requirements.

b. When the project is in design phase the designer must call PA one call and assign a serial number to the project.

c. Any contractor, agency, company, or individual must comply with the provisions of the Underground Line/Facilities Damage Prevention Act of 1996, 73 Pa.C.S.A. §176 et. seq. The contractor shall also obtain an excavation permit from TYAD prior to commencement of any excavation work on the installation or any work that has the potential to damage any underground utilities, to include, but not limited to, installation of signs, fence posts, utility poles, planting trees or shrubs, etc. When the permit is approved, it must be kept on site at all times.

d. The Contractor shall complete and sign an EXCAVATION PERMIT AND RISK ASSESSMENT application (see enclosure 2), and submit it to the COR at least 3 working days prior to the planned start of any excavation or other work in the vicinity of a utility. No excavation work shall commence until the permit is approved by the DPW.

e. Prior to requesting the marking of utilities, the Contractor shall stake out proposed excavations and limits of work with white lines ("White Lining"). The Contractor shall contact the PA One-Call Service (1-800-242-1776) and the COR in order to get the existing utility lines marked and shall ensure the utility locations are physically marked on the ground by the utilities' owners prior to submittal of the permit request.

The COR needs at least 10 working days advance notice to mark utilities.

In addition, the Contractor shall visually survey and verify to the COR that all utility markings are consistent with existing appurtenances such as manholes, valve boxes, poles, pedestals, pad-mounted devices, natural gas (GAS) meters, etc. prior to any excavation. Also, verify that any abandoned utilities are not active. Any deviations from approved markings

SECTION 01 11 00 Page 8 must be consulted with COR prior to proceeding. All utility markings shall be preserved for the duration of the project to the maximum extent possible. The Contractor shall not proceed with any excavation until all utilities, including abandoned utilities, have been marked and the permit is issued. For any excavations required beyond the originally designated limits of construction defined by the white lines, the Contractor shall co-ordinate with the COR and another permit may be necessary.

f. When excavation is performed within 2 feet of any utility line, hand digging shall be used. The contractor shall exercise caution to verify the exact depth and location of all utilities prior to any mechanical excavation. COR may grant exception to this requirement in some extreme conditions. Other non-damaging methods of excavation, such as; soft digging, vacuum excavation, pneumatic hand tools, may be considered subject to approval by the COR.

g. Granting of an excavation permit by the government does not relieve the contractor from any responsibility for damage to utilities. Work shall always proceed in an orderly and effective manner to preclude potential damage or problems. The contractor will be liable for all actual or consequential damages that occur as a result of the contractor's fault or negligence.

h. The Government reserves the right to specify additional precautionary measures to be employed if differing site conditions are determined to exist.

i. Failure to obtain necessary permits prior to excavation may result in the issuance of a "Stop Work" order by the Contracting Officer, which shall not be justification for contract delay or time extension.

j. The Contractor shall ensure that all excavation requirements herein are met and shall also establish and document contingency plans. These actions should be listed on the permit application in the event that existing utilities are damaged or interrupted. Locations of shut-off or isolation devices along with other safety features shall be established and their operation reviewed with all contractor site personnel and sub-contractors and the COR.

k. Any other work that could damage or interrupt a utility, such as, exterior or interior work near transformers, power lines, poles, above ground GAS lines, GAS meters, etc., shall be done with extreme care and coordinated with the COR prior to scheduling of the work. The Contractor shall utilize accepted construction techniques to preclude damaging or interrupting any utility.

l. Should asbestos containing materials (ACM) be involved with any excavations such as around abandoned steam piping or transite piping, additional requirements will be specified in the permit. Should any potential ACM be encountered during excavations, the Contractor shall stop work immediately and notify the COR.

m. Additional Requirements for work at or near the GAS line.

n. For any excavation in the vicinity of the GAS line, crossing, or running alongside the GAS line, the Contractor shall also notify the COR one day prior to start of work and shall comply with accepted GAS industry standards before backfilling around the GAS line. All backfilling within 2 feet of the GAS line shall be witnessed by the COR.

SECTION 01 11 00 Page 9

o. If there is damage to the GAS line the contractor shall immediately notify the TYAD Fire and Emergency Services Division at (570) 615-7300 or (911 from a depot phone). The contractor shall then notify the COR or GAS Company. If GAS is leaking, no personnel should be in the excavation or within 200 feet from the leak. Abandon equipment in place and do not turn off or reposition the equipment. Do not operate any electrical switches or machinery within 200 feet of the leak. DO NOT TOUCH THE GAS LINE.

7. References: None

HERBERT C.SHIREY Director Public Works

Concurrence by:

John Lyman

Chief, Engineering Division

Robert Matthews

Chief, Utilities and Grounds Division

SECTION 01 11 00 Page 10

TOBYHANNA ARMY DEPOT

IN-HOUSE EXCAVATION PERMIT

For Excavation And Other Work in the Vicinity of Utilities

CALL 911 FOR EMERGENCIES

CHECK APPROPRIATE BOXES, FILL IN ALL SPACES AND SUBMIT TO THE ENGINEERING

DIVISION POC AT LEAST WORKING 3 DAYS PRIOR TO START OF EXCAVATION. EXPLAIN

ANY "NO" RESPONSE TO ANY ITEM BELOW IN SECTION 6.

PROJECT: _________________________________________

JOB ORDER NUMBER: _____________________________

PROPOSED EXCAVATION START DATE/COMPLETION DATES:

1. EXCAVATION REQUIREMENTS DEFINED. - YES NO

2. PROPOSED EXCAVATION AREA MARKED WITH WHITE LINES.

YES NO

3. CONTACT PA ONE-CALL SERVICE: 1-800-242-1776. - YES NO:

Date & Time___________________________ Serial No. __________________________ (PA ONE-CALL covers all Natural Gas lines)

4. CONTROL CONSIDERATIONS

a. SAFETY MEASURES ARE IN PLACE TO ASSURE EXCAVATION AND PROCEDURES MEET

OR EXCEED ALL OSHA AND OTHER REQUIREMENTS.

- YES NO

b. LOCATION OF SHUT-OFF OR ISOLATION VALVES HAVE BEEN ESTABLISHED.

- YES NO

c. SOIL EROSION AND SEDIMENTATION CONTROLS WILL BE IMPLEMENTED

- YES NO

5. NOTES:

a. Work shall always proceed in an orderly and effective manner to preclude potential damage or problems.

b. When utilities have been located in the area to be excavated, hand digging will be used within 2 feet until the exact locations of all lines have been determined.

c. If differing site conditions are determined to exist, contact the Eng Div POC for possible additional precautionary measures to be employed.

6. REMARKS:

SECTION 01 11 00 Page 11

7. POC FROM B&G DIV (equipment operator of person knowledgeable about the excavation):

8. ____________________________________________ _____________

AUTHORIZED SIGNATURE (DIVISION CHIEF/LEADER) DATE

THE FOLLOWING SECTIONS TO BE COMPLETED BY ENG DIV POC AFTER RECEIPT OF

PERMIT REQUEST:

9. DATE RECEIVED ____________________

10. DATE UTILITIES MARKED ____________________

11. UTILITIES IDENTIFIED ON-SITE:

NONE

ELECTRIC CATV

NATURAL GAS SEWER

WATER STEAM (active) TELECOMM. STEAM (abandoned)

POTENTIAL ASBESTOS

OTHER ________________

12. CONTROLS REQUIRED:

NONE

HAND EXCAVATE TO LOCATE UTILITY

OTHER SPECIAL CONDITIONS OR PRECAUTIONARY MEASURES TO BE

IMPLEMENTED:

PERMIT APPROVED - YES NO

AUTHORIZED SIGNATURE (Chief Eng Div or Designated Alternate)

_____________________________________ DATE ____________

EXPIRATION DATE:

ENCLOSURE 1

SECTION 01 11 00 Page 12

TOBYHANNA ARMY DEPOT

EXCAVATION PERMIT & RISK ASSESSMENT

For Excavation And Other Work in the Vicinity of Utilities

EMERGENCY PHONE NUMBER - (570) 615-7300

CHECK APPROPRIATE BOXES, FILL IN ALL SPACES AND SUBMIT TO THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR) AT LEAST 3 WORKING DAYS PRIOR TO START OF

EXCAVATION. WORK SHALL NOT PROCEED UNTIL PERMIT IS ISSUED BY DPW. COPY OF

PERMIT SHALL BE KEPT ON SITE AT ALL TIMES. EXPLAIN ANY "NO" RESPONSE TO

ANY ITEM BELOW IN SECTION 12.

PROJECT: _____________________________________

CONTRACT NUMBER: __________________________

PROPOSED EXCAVATION START DATE/COMPLETION DATES:

1. EXCAVATION DETAILS AND DRAWINGS ESTABLISHED. - YES NO

2. PROPOSED EXCAVATION AREA MARKED WITH WHITE LINES.- YES NO

3. CONTACT PA ONE-CALL SERVICE: 1-800-242-1776. - YES NO:

Date & Time___________________________ Serial No. __________________________ (PA ONE-CALL also covers all GAS lines on the installation)

4. UTILITIES IDENTIFIED ON-SITE:

NONE

ELECTRIC CATV

GAS SEWER

WATER STEAM (active) TELECOMM. STEAM (abandoned)

OTHER ________________

5. DATE UTILITIES MARKED AND METHOD OF MARKING

PA ONE CALL- _____________________________________________

OTHER - ___________________________________________________

6. LEVEL OF RISK: (Based upon personnel safety and consequences of utility outages.)

SEVERE: Excavation required within 2 feet of GAS line.

MODERATE: Excavation required within 2 feet of another utility.

MINIMAL: No excavation required within 2 feet of any utility.

7. CONTROLS REQUIRED:

NONE

HAND EXCAVATE TO LOCATE UTILITY

OTHER___________________________________________________

8. CONTRACTOR'S EMERGENCY NOTIFICATION PHONE NUMBER OR PAGER:

9. CONTRACTOR'S CONTROL CONSIDERATIONS

a. SAFETY MEASURES ARE IN PLACE TO ASSURE EXCAVATION AND PROCEDURES

SECTION 01 11 00 Page 13

MEET OR EXCEED ALL OSHA AND OTHER REQUIREMENTS.

- YES NO

b. LOCATION OF SHUT-OFF OR ISOLATION VALVES HAVE BEEN ESTABLISHED.

- YES NO

c. SOIL EROSION AND SEDIMENTATION CONTROLS WILL BE IMPLEMENTED

- YES NO

d. CONTINGENCY PLANS AND ACTIONS TO BE TAKEN IN THE EVENT OF UTILITY

DAMAGE OR

INTERRUPTION.____________________________________________________________

(Attach additional sheets as necessary).

10. NOTES:

a. Receipt of a permit from the government does not relieve the contractor from responsibility for damage to utilities. Work shall always proceed in an orderly and effective manner to preclude potential damage or problems. The contractor will be liable for all damages to persons or property that occur as a result of the contractor's fault or negligence.

b. When utilities have been located in the area to be excavated, hand digging will be used within 2 feet until the exact locations of all lines have been determined.

c. The Government reserves the right to specify additional precautionary measures to be employed if differing site conditions are determined to exist.

CONCUR WITH NOTES: YES NO:

11. Remarks:

THE INFORMATION NOTED ABOVE IS ACCURATE AND TRUE AND THE WORK IS READY TO

PROCEED:

AUTHORIZED CONTRACTOR SIGNATURE DATE

SECTION 01 11 00 Page 14

**************TO BE COMPLETED BY TYAD REPRESENTATIVE

PERMIT APPROVED - YES NO (see cover letter for reasons and corrective actions required with time frames)

AUTHORIZED DPW SIGNATURE AND DATE: _____________________________

EXPIRATION DATE: _________________________

SPECIAL CONDITIONS OR PRECAUTIONARY MEASURES TO BE IMPLEMENTED:

THE FOLLOWING SECTIONS TO BE COMPLETED BY ENG DIV POC AFTER RECEIPT OF

PERMIT REQUEST:

12. DATE RECEIVED ____________________

13. DATE UTILITIES MARKED ____________________

14. UTILITIES IDENTIFIED ON-SITE:

NONE

ELECTRIC CATV

NATURAL GAS SEWER

WATER STEAM (active) TELECOMM. STEAM (abandoned)

POTENTIAL ASBESTOS

OTHER ________________

15. CONTROLS REQUIRED:

NONE

HAND EXCAVATE TO LOCATE UTILITY

OTHER SPECIAL CONDITIONS OR PRECAUTIONARY MEASURES TO BE IMPLEMENTED:

PERMIT APPROVED - YES NO

AUTHORIZED SIGNATURE (Chief Eng Div or Designated Alternate)

_____________________________________ DATE ____________

EXPIRATION DATE: _________________________

ENCLOSURE 2

-- End of Section --

SECTION 01 11 00 Page 15

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