11B0002-SPECS-AM6.PDF

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

THIS AMENDMENT DOES NOT EXTEND THE 29 DECEMBER 2010 BID OPENING DATE AT 11:00 A.M. EST

(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

0006 16 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. 0006

IFB W912BU-11-B-0002

14. DESCRIPTION OF AMENDMENT (continued)

a. RFIs with RESPONSES: RFIs with responses, annotated Amendment No. 0006 are attached to this amendment.

b. VOLUME 1 OF 2:

(1) 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.

0006, attached hereto.

(2) 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. 0006, attached hereto.

(3) Section 07 61 14 – STEEL STANDING SEAM ROOFING AND ALUMINUM SOFFIT:

Please delete section 07 61 14 in its entirety and substitute revised section 07 61 14, annotated Amendment No. 0006, attached hereto.

c. CONTRACT DRAWINGS:

(1) Please delete the following drawings in their entirety and substitute the revised drawings of the same numbers, with the latest revision date of 16 December 2010, attached hereto:

12-1-41 12-1-50 12-1-51 12-1-52 12-1-53

(2) Please delete the following drawings in their entirety and substitute the revised drawings of the same numbers, with the latest revision date of 13 December 2010, attached hereto:

12-1-64 12-5-34

d. Please indicate receipt of this amendment on Standard Form 1442(SOLICITATION, OFFER, AND AWARD) as Amendment No. 0006. 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 16-Dec-2010

See Amendment No. 0002 for RFI's 1 through 33.

Discipline Dwg Sheet/Spec Sectio Comment Response

The specs for Standing Seam roofing (076114) and Metal wall panels (074213) refer to matching the width of the existing panels, however we have not found in the plans or specs a notation stating the width of the existing panels. Can you help provide this info?

See Amendment No. 0006.

Dwg A-101

Keynote 9.06 indicates the installation of metal blocking for flat screens. Please confirm that the contractor is not responsible for the supply and installation of the flat screens. This has been resolved by a previous Amendment.

ALL SF102

Will bldg 12 be un-occupied and all furniture / shelving be removed for the duration of the project? The additional steel roof beam reinforcing will require the building to be un-occupied and all furniture / temp offices to be removed. See Amendment No. 0006.

General 00700

Is Consent of Surety needed and if so does the USAC have a special form.

EPDM

Roofing Roof Plan

The roof plan calls for .060 reinforced EPDM however the specifications call for unreiforced white EPDM. Which is correct? This has been resolved by a previous Amendment.

39 EPDM

Roofing

We were not allowed access to the roof during the site visit Please verify the exact makeup of the existing roof with thickness.

Refer to provided as-built drawings. This has been resolved by a previous Amendment.

Carpet/tile 12/1/1956

1. The stair detail on drawing 12-1-56 calls for rubber flooring on the stair treads & landings. Please ask the architect for a selection. This has been resolved by a previous Amendment.

Architectural A-105

1. Please explain tapered insulation, in 14' tapered area is insulation thickness going from 3.5" to 12"? 2. How is insulation being attached to gypsum deck? 3. What manufacturer will give a 25-year warranty on WHITE EPDM .060? This has been resolved by a previous Amendment.

While reviewing the specifications for this project we could not find specific specifications pertaining to Building Commissioning which is unusual for a DoD based project. There are specific references throughout the specifications requiring specific trade contractors to participate in the Commissioning process, however the Commissioning Specifications are missing from the contract documents.

Third party commissioning is not required for this project.

See Amendment No. 0006.

While reviewing the specifications we also noted that several specification sections refer to LEED compliant material and methods, however the LEED Documentation specification section and LEED credit worksheet is missing from the contract documents as well.

This is not a LEED project, However, the LEED requirements are to be maintained. See revised Section 01 11 00 in Amendment No. 0006.

Roofing

A-105 & specs 075323 2.1.1

Dwgs note reinforced EPDM, specs call for White EPDM which is not reinforced.

(either black reinforced or White non-reinforced can be chosen) This has been resolved by a previous Amendment.

Drawing A-202, Keynote 8.04

Hollow Metal Frame for Entry System, is this hollow metal or is it steel as part of Specification Section 085123 ?

Please bid a shown. Spec Section 08 51 23 is for another location.

Drawing AD101

Note 4. Patch existing floor at spalled areas. Will a quantity be given?

There is no way of knowing how much to include until the area is cleared. See Amendment No. 0006.

Dwg 12-5-22 general note #4, where is existing telecom manhole? Is cable coiled in manhole?

See general notes 1 and 2 on drawing 12-5-23 for detailed cable routing and connection locations. Bid as shown.

Dwg 12-5-23 general note #1, is the conduit existing from telecom closet in bldg #72 to mh #40?

Conduit is existing from interior of Bldg #72 to MH-40.

Telecom closet is adjacent to conduit entrance into Bldg #72.

Bid as shown.

Where is telecom closet in bldg #72 located?

Telecom closet is adjacent to conduit entrance into Bldg #72.

Bid as shown.

Who terminates cable in telecom closet?

Contractor is to terminate cables in the telecom closets, unless noted otherwise on the drawings. Bid as shown.

Dwg 12-5-23 general note #2, is cable coiled in mh #43?

Contractor shall provide new cabling along the route indicated by the general note. Bid as shown.

Spec section 26-41-00 Is a lightning protection system required? Yes. Please bid as shown.

Electrical E-401

1. Keynotes, not all disconnects that need to be replaced in kind are listed with the voltage of the required unit. 2. Keynotes 16 and 17 discuss the relocation of entrance terminals and fiber enclosure.

What does that involve? 3. E-401 Keynotes 21 and 22 discuss the relocation of the bldg monitoring system and patch panel. How time consuming is this?

Disconnect voltages are not greater than 480V. Contact Bernard Scranta as indicated for more information on JACE.

Bid as shown.

Sheet Metal A-105

Between column line 1-15 gutter is showing 5 leaders. On drawing A- 201, elevation 1/201 shows 6 leaders. One going through metal roof at column #1. Is this correct? And at column line 10 is 7.10 a leader or a column? See Amendment No. 0006.

Sheet Metal

1.2.1

1.2.2 1.2.1 States double roll formed seam section 1.2.2 States snap together seam. Which is correct?

Paragraph 1.2 is the definitions for the section. Refer to paragraph 1.3 for fabrication information. Bid as shown.

Sheet Metal

1.3-701 2.1.1

1.3-7.1 states wind up lift of 90 m.p.h. Section 2.1.1 Material states minimum thickness 24ga. To get to 90 m.p.h. you would need 22 ga.

Is that the requirement?

90 mph is the requirment to meet, 24 ga is min. thickness permitted. Please bid as shown.

Sheet Metal Sht. A-201

The drawing indicates under 7.03 that it is a wall panel and or roof panel. Is it only roof panel? See Amendment No. 0006.

Sheet Metal

Sht 5.01 Detail 10 Is dryvit flashing intended to go behind dryvit with counter flashing over it? Please build as shown.

General 12-8-2 / C-101

Please confirm if fencing is required to the 3 lift gates shown on the drawing. Fencing is not required to the gates. Please bid as shown.

Masonry ref 2/S-202

Does column line 1 from A to F get the notches and rebar from top to bottom as the rest of the building? No. Bid as shown.

General A - 301/ A 401

Drawing A 301 calls for painted galvanized handrail at the ramp.

Drawing A 401 calls for clear anodized aluminum. Please clarify. See Amendment No. 0006.

Architectural

08 71 00 Sheet 12-1-62

Door Schedule shows Doors 101B and 118B get Hardware Set 2, Specifications state Hardware Set 2 Not Used. Please advise. This has been resolved by a previous Amendment.

Architectural

08 71 00 Sheet 12-1-62

Door Schedule shows Door STB-1B gets Hardware Set 12, Specifications state Hardware Set 3 and 12. Which is correct?

Please advise. This has been resolved by a previous Amendment.

Architectural

08 71 00 Sheet 12-1-62

Door Schedule shows 17 doors with Hardware Set 9, Specifications show only 6. Please clarify. This has been resolved by a previous Amendment.

Architectural

08 71 00 Sheet 12-1-62

Door Schedule does not show locations for Hardware Sets 12A, 14, 15, and 16. Please advise. This has been resolved by a previous Amendment.

Architectural

08 71 00 Sheet 12-1-62

Door Schedule shows Door 109B as a wood, double closet door.

Specifications show Door 109B under Hardware Set 10 as a wood, single passage door. Please clarify. This has been resolved by a previous Amendment.

Architectural

08 71 00 Sheet 12-1-62

Door Schedule shows Door 109A as a wood, single passage door.

Specifications show Door 109A under Hardware Set 11 as a wood, double closet door. Please clarify. This has been resolved by a previous Amendment.

Architectural 08 71 00

Specifications show Door ST2-1A under both Hardware Sets 12 and 12A. Which is correct? This has been resolved by a previous Amendment.

Architectural 08 71 00

Wall guards, doors and door protectors are not shown on the drawings. Please clarify. Please bid as shown.

Architectural 07 42 13

Para. 2.2.1 notes new wall panel profile to match existing entry system. What is the existing entry system panel profile?

piping is 8-inch in size. This has been resolved by a previous Amendment.

Architectural 07 61 14

Para. 2.1 notes roofing panels shall match existing panel width. What is the existing panel width to match? This has been resolved by a previous Amendment.

Concrete /

CMU 3/S303

This detail will require scaffolding on the interior of thebuilding uncluding the NIC protion of the building (8 line to 15 line). Also, can the top portion of the wall be CMU block with dry pack grout? It will be extremely difficult if even possible to pour the curb/wall top as detailed. Please advise. This has been resolved by a previous Amendment.

General Dwg SB 101

Please clarify if 10 mil vapor barrier is required under all exterior slabs as indicated in plan notes 6B. Does this note also pertain to sidewalks and exterior equipment pads? This has been resolved by a previous Amendment.

Ceramic tile 8/15/2154

The specs call for a thickset mortar bed floor & wall installation.Is this correct? Or will this be a thinset installation? Please bid as shown.

Mechanical 230923 pg 12 12-4-36 note #11

Per 230923 page 12 Para. 2.1, the ATC contractor is to provide a Tridium based system with total integration to the existing AX-based web-based system connected to the depot's network. Per the mechanical plan 12-4-36 note #11, final connections to "JACE" are by others. These statements contradict one another. Please provide clarification?

ATC system is to be a Tridium compitible system integrated with Tobyhanna Army Depot's existing system. However, final connection to the Tobyhanna's existing monitoring and control system, via termination to the existing JACE panel, shall be by others. This should not be interpreted as a contridiction. Bid as shown.

Mechanical M-601

1. M-601 pump schedule has HWP1,2 listed twice. Please confirm that one of these will be HWP3,4. This has been resolved by a previous Amendment.

Roofing

The existing roof on the existing Northeast entrance that needs to be dismantled and rebuilt, cannot be reused. One of our roofing Subcontractors visited the site and found that the standing seam roof was mechanically fastened and in order to remove you must cut the seam. Therefore a new roof must be installed. Attached is a picture (PDF) This has been resolved by a previous Amendment.

General Dwg S 501

Detail 10/S-501 indicates the detail for tying existing footings into new footings. Does this pertain only to continuous footings? The drilled in dowel bars indicated are too long to tie the new spread footings into the existing spread footings.

Detail 10/S-501 is intended for new continuous wall footings to existing foundations. Detail 1/S-301 covers the new to existing spread footing condition. Dowels at the new spread footings are drilled though the existing piers. Bid as shown.

Architectural

Specification Section 087100 & Drawing A-

Specification Section 087100 states that Hardware Set 2 is not used.

However Door Numbers 101B and 118B on Drawing A-602, Door Schedule indicates the use of Door Hardware 2. Please clarify. This has been resolved by a previous Amendment.

Architectural

Specification Section 087100 & Drawing A-

Door Number 121A indicates that Door Hardware Set 10A is to be installed. However, there is not a list of material provided for Hardware Set 10A in the Specifications. Please provide the materials needed for hardware set 10A. This has been resolved by a previous Amendment.

Architectural

Specification Section 087100 & Drawing A-

Please confirm that the following Door Hardware sets listed in Specification Section 087100 are not to be used on the project:

Hardware Set 12A, Hardware Set 14, Hardware Set 15 & Hardware Set 16. This has been resolved by a previous Amendment.

General

Please advise if there are any existing warranties in effect for any equipment or systems involved in this project’s scope of work. If warranties are in effect, please provide the name, address, phone number and warranty information for each system affected.

There are no known existing warrantied items that will be affected by the scope of this project. Bid as shown.

General FAR Clause 52.229-3

Please advise if this project will be exempt from state and local taxes.

If so, please advise if a tax exemption certificate will be issued for the project.

Bidders shall contact state and local authorities to determine tax exemption status of federal projects.

Architectural

Specification Section 092900 & Drawing A-

Specification Section 092900, Paragraph 2.1.3 indicates Impact Resistant Gypsum Board. However, Drawing A-601, Partition Types, does not indicate the use of Impact Resistant Gypsum Board. Please clarify if the Impact Resistant Gypsum Board is to be used on this project. This has been resolved by a previous Amendment.

Architectural Specification Section 095100

Please clarify that recycling of ceiling is to be performed on this project for both the demolition and during installation as stated in Specification Section 095100, Paragraph 3.4, Reclamation Procedures. Bid as shown.

Architectural

Specification Section 081113

Please confirm that there is not an area on this project titled SIPRNET Café and a Weapons Simulator Room that require a Sound Transmission Class (STC) rating doors of 45 and 54.

There is not a SIPRNET or Weapons Simulator Room in this project. Bid as shown.

Architectural

Specification Section 074213

Please clarify what metal panel needs to be installed to match existing. There is no picture or profile of the existing metal panel. This has been resolved by a previous Amendment.

Architectural A-101,Utility Room 130

Please Clarify if the new Wall Type 4B to be constructed in Utility Room 130 is to have Gypsum board and framing attached to the underside of the existing structure.

There is no ceiling in room 130. Wall and gyp go to deck.

Bid as shown.

Architectural Drawing A-602 & A-

Drawing A-602, Door Schedule, indicates the installation of Two (2)new overhead doors. However, Detail 1, Note 8.05 on Drawing A- 202 shows a third overhead door to be installed. Please confirm that three (3) new overhead doors are to be installed. Only 2 OH doors are shown in the project. Bid as shown.

Architectural Drawing A-202

Please clarify if the existing metal ladder and cage on the exterior of the building is to be demolished as part of this contract. See Amendment No. 0006.

Architectural Drawing A-201

Please Clarify if Note 5.03 on Drawing A-201 is the existing Metal ladder & Cage or the new Ladder & Cage as indicated in Specification Section 055133. Bid as shown.

Architectural

Specification Section 081400 & Drawing A-

Specification Section 081400, Paragraph 2.3.5.1 states that a factory finish is required for the wood doors. However,the door schedule on Drawing A-602 indicates the doors are to be stained. Please clarify if the doors are to be stained or factory finished. Prefinished with cherry stain. Bid as shown.

Architectural Specification Section 028416

Specification Section 028416 states that we are responsible for the safe removal and handling of lighting ballasts and lamps containing PCB's and Mercury. There are no quantities given for the demolition and removal of these lamps. Please clarify.

There are no known PCB's containing light fixtures that will be removed as part of this project per TYAD's Environmental Group. Bid as shown.

Specification Section 072400 as written is specifying a Polymer Modified EIFS system but a Polymer Based is called out in the specification, which is correct? This has been resolved by a previous Amendment.

Specification Section 072400 and 072500 (para 2.1.1) call for a fluid applied air barrier membrane to adhere the rigid insulation to the existing block wall. The manufacturer does not recommend and will not warrant their product adhered to an existing painted surface.

Please advise. This has been resolved by a previous Amendment.

Electrical Sheet 12-5-20

Panel PP-2 is listed as located in Room 120 , Drawing 12-5-34 list PP 2's location as Room #130. Please clarify. See Amendment No. 0006.

Architectural

Please clarify EIFS and paint removal. The symbols do not seem to corroborate with existing exterior wall conditions. This has been resolved by a previous Amendment.

Architectural

Please clarify window removal with masonry infills at Elevation +20- 8". Plan and actual condiitions do not match. This is clarified in sections on A-301. Bid as shown.

Structural

Please clarify if wall reinforcement is to be completed for ht entire structure or per area noted in contract. This has been resolved by a previous Amendment.

Structural

Please clarify if we are to complete CMU infill in areas noted as "N.I.C.". This has been resolved by a previous Amendment.

Civil

Please clarify the following items: 1) Furnish location and detail for any new concrete curb, if required. 2) Please provide specifications and location for any new bituminous paving, if required.

No new concrete curb or bituminous paving is required. Bid as shown.

Architectural

08 71 00 Ammendment 3 & Dwg 12-1-62

Are door nos. ST1-1B, ST2-1C and 200A blast resistant doors? The hardware sets for these doors are 2, 4, and 13. In the sets there is reference to blast resistant mullions and thresholds. Are the doors at these locations to be blast resistant?

This has been resolved by a previous Amendment.

Mechanical MH102

KEYNOTE #11, WHAT SIZE ARE THE HIGH PRESSURE STEAM

LINES This has been resolved by a previous Amendment.

Demolition Dwg. 12-1-46

Note 2.05 calls to remove existing peeling paint on exterior walls.

Spec 02 83 13 tells us to assume that all removed material is lead containing. This is a large quantity to assume. Has any testing been done on the exterior walls with regards to lead paint, and if not are we to assume that it contains lead? If we are to assume this paint is lead containing, are we only to supposed to remove the flakes as stated in note 2.05, or all of the paint(i.e., Are we removing for environmental reasons, or so that the EIFS will adhere to exterior wall).

All painted structural steel is assumed to contain lead based paint and exterior paint is not assumed to be lead based per TYAD's Environmental Group. Bid as shown.

Mechanical MH102

KEYNOTE #12, WHAT TYPE & THICKNESS OF INSULATION IS

REQ'D. FOR H.P. STEAM & RETURN & M.P. STEAM & RETURN? This has been resolved by a previous Amendment.

Architectural

Doors ST1-1A, ST1-2B, ST2-1A, ST2-1B, ST2-1C, 200A show blast tested hardware in the hardware spec, but don't mention this in the door schedule. Are these doors required to be blast resistant assemblies or this is a misprint? This has been resolved by a previous Amendment.

Architectural

Doors 103A, 104A, 107A, 123A, 124A, 125A, 126B, 127A show STC- 40 acoustic door in hardware sets, but not on door schedule. Are these doors required to be STC rated? This has been resolved by a previous Amendment.

Architectural

Door 126A show STC-45 acoustic door in hardware sets, not on door schedule. Is this door required to be STC rated? This has been resolved by a previous Amendment.

Architectural

Doors on plan in stairwell #2 are shown as ST2-2A, ST2-2B, ST2-2c.

Please confirm this is a misprint and should read ST2-1A, ST2-1B, ST2-1C, as shown on door schedule and hardware sets This has been resolved by a previous Amendment.

Architectural

Window type 2: Where does this occur on the floor plan? (Is shown on door schedule drawing)

See sheet A-202, this is the front entrance system. Bid as shown.

Architectural Roof plan A-105

Tapered insulation cannot work as per drawings - 12" high point to 3 1/2" low poin This has been resolved by a previous Amendment.

Architectural

Room 102 is on finish schedule as Exp but has ceiling on RCP.

Please verify. RCP does not show a ceiling. Bid as shown.

Architectural

109A is a closet but not on finish schedule, need to verify type of tile going in. See Amendment No. 0006.

Architectural

Room 116 calls for ACT-1 on finish schedule, but drywall on RCP.

Please verify. See Amendment No. 0006.

Div 5

Drawings indicate the biggest entrance clearance is 6x8 ft. A forklift to bring in equipment and steel needs roughly 8x10 ft clearance.

Otherwise this must be done by hand, and can drastically rise the cost. Please advise if there is a 8x10 ft or enough clearance for a forklift to enter elsewhere in the building.

There are multiple existing overhead doors in the existing building that will be demolished as part of this project per keynote 2.08 on AD101. Please bid as shown.

General Requirement s 01 50 00

Para. 3.2.2 indicates that reasonable amounts of Electricity and potable water will me made available to the contractor without charge, however Para. 3.2.4 speak of an advanced Deposit. Please clarify. See Amendment No. 0006.

Finish Schedule Sht I-101 PTD2 not indicated on finish schdule. Where does this finish apply? Refer to "Note 1" under "Notes" table on I-101. Bid as shown.

SHT A-402

Is any information available regarding the configuration of the blocking for the flat screen TVs? Refer to note on detail 21 & 22/A-402. Please bid as shown.

119 Roofing 07-53-23 Which EPDM not available. Re-enforced is non-re-enforced ok? This has been resolved by a previous Amendment.

120 Roofing 07-53-23 Is tapered in the gutters required? Is vapor barrier required? Yes. Please bid as shown.

Door Hardware 08-71-00

1. What hardware set for Door 102?

2. St1-1B is shown having hardware set 3 and hardware12. Which is correct? 3 St2-1A is shown having hardware set 12 and 12A, which is correct?

This has been resolved by a previous Amendment.

Doors, Frames & Hrdwr 08 71 00

Doors ST1-1A, ST1-1B, ST2-1A, ST2-1B, ST2-1C, 200A show blast tested hardware in hardware specs, but don't mention this in the door schedule. Are these doors required to be blast resistant assemblies or is this a misprint? This has been resolved by a previous Amendment.

Doors, Frames & Hrdwr 08 71 00

Doors 103A, 104A, 107A, 123A, 124A, 125A, 126B, 127A show STC- 40 acoustic door in hardware sets, but not on door schedule. Are these doors required to be STC rated? This has been resolved by a previous Amendment.

Doors, Frames & Hrdwr 08 71 00

Door 126A show STC-45 acoustic door in hardware sets, not on door schedule. Is this door required to be STC rated? This has been resolved by a previous Amendment.

Doors, Frames & Hrdwr A-602

Doors on plan in stairwell #2 are shown as ST2-2A. ST2-2B, ST2- 2C. Please confirm this is a misprint and should read ST2-1A. ST2- 1B, ST2-1C, as shown on door schedule & hardware sets. This has been resolved by a previous Amendment.

Electrical Dwg 12-5-29

Please advise quanity of IDS installation areas. The only other drawing that I can see being refernced is 12-5-24 which indicates (2) AI devices on man doors. The door schedule does not reference IDS either. Please bid as shown.

Electrical Dwg 12-5-22

Drawing 12-5-22 indicated the copper and fiber terminations from the manhole to teminate in utility room # 120 referenced on dwg 12-5-25.

Drawing 12-5-23 references termination at room 124. Please clarify.

Existing underground OSP telecommunications cabling to existing Utility Room 130, not Room 120 as stated in the RFI, from the existing telecommunications manhole shall remain.

Notes on 12-5-22 have been updated by previous amendment. The changes indicated on drawing 12-5-25 regarding existing routing and punch down blocks associated with the existing telecommunications OSP cabling shall be made. A new telecommunications service shall be provided and terminated in IT Server Room 124 as indicated on drawing 12-5-23. Bid as shown.

128 Electrical Dwg 12-5-24 Please specify room location of PAVIS system. This has been resolved by a previous Amendment.

Structural 07 81 00 SF 101

Plan Note #10 makes note that certain beams to be spray-applied fire proofing. The beams marked "FP" are they the only beams to have spray-applied fire proofing? Please advise.

Yes, the intent is to fireproof only the framing that supports the walls around the stairs. The W16 girder at column line 6 from D to E shall be designated as "FP" and drawing has been revised in a previous amendment. Columns to be spray fireproofed are shown with an FP designation on SB101. Bid as shown.

Can we also have clarification that the 210 calendar days to complete from Notice to Proceed starts after approval of all shops and submittals? And/or is there extended time line to 260-300 days?

The Notice to Proceed to anticipated to be issued shortly after Contract Award. Any work started (including Shop Drawings/submittals) prior to receipt of the NTP is at the Contractor's risk.

There are 3 Lift Arm Gates noted on C101. Where are they detailed or specified? This has been resolved by a previous Amendment.

There are 3 8' high chain link fence areas with double gates-C101.

Detail sheet C502 shows a chain link roof w/ 4" O.D. cross rails, Is this accurate? Please bid as shown.

Detail sheet C-502 shows a double gate plan with 3 horiz. Strands of barbed wire. This is not shown on the elevations, which one is accurate?

No barbed wire fence is required. This has been resolved by a previous Amendment.

Mechanical & Plumbing

Specification Section 220000

Specification sections 22 00 00; 2.4.1 and 2.4.2 describe a flush valve for “salt water service”. Please confirm if this is correct. This has been resolved by a previous Amendment.

Spray Applied Fireproofing

Specification Section 078100

Specification sections 07 81 00 states, "Protect all structural steel, undersides of steel floors (if required) and steel roof decks (if required) with spray-applied fireproofing." There are certain steel members designated as receiving spray fireproofing. There are no steel deck areas labeled as receiving fireproofing. Please clarify if any steel deck will be receiving sprayed fireproofing. Please bid as shown.

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, pipe stub up at area of future second floor restrooms, HVAC systems, SECTION 01 11 00 Page 1 modifications of the existing 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 as this area will remain occupied during construction. This project will not be LEED certified or certifiable and will not require third party commissioning, however requirements for LEED compliant materials and methods still need to be followed as well as requirements for fundamental commissioning.

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

SECTION 01 11 00 Page 2 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.

1.4.2 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

SECTION 01 11 00 Page 3 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.

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

SECTION 01 11 00 Page 4 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.

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").