AMENDMENT_0006.pdf

5148343

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this Amendment is to provide Responses to PPIs. *PLEASE NOTE: PROPOSAL DUE DATE REMAINS August 14, 2018 AT 1:00

P.M. EASTERN

1. CONTRACT ID CODE PAGE OF PAGES

1 18

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

16C. DATE SIGNED

BY 09-Aug-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N4008518R0612

X 9B. DATED (SEE ITEM 11)

06-Jul-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment 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.

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.

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

09-Aug-2018

CODE

NAVFAC MID ATLANTIC

MARINE CORPS IPT

9324 VIRGINIA AVE

NORFOLK VA 23511

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008518R0612

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

PRE-PROPOSAL INQUIRY ATTACHMENT (5.3)

Solicitation Number: N40085-18-R-0612 Contractor Name:

Contractor POC (Name and email):

Instructions: DO NOT submit in PDF format. DO submit as a word document Contracto r PPI#

Section of RFP or Page Number

Paragraph Reference

Drawing Number

Question RESPONSE

RFP Section 6.6.1

Price Proposal Contract Line Items

CLIN

0001AB

Please provide a quantity in cubic yards to be included in this line item.

“CLIN 0001AB. Price for demolition and excavation of buried concrete and debris that is encountered within planned excavation limits and not identified in the Contract Documents for demolition, greater than

0.5 cubic yards (c.y.) in size , in accordance with the following schedule:”

Response: The DOR recommends that a quantity be provided for initial pricing for th item; a quantity of 200 cubic yards is sugge

Section 00 21 00 sub-paragraph 5.2 (b)

Technical Factors

N/A Sub-paragraph 5.2(b) of Section 00 21 00 states, "[i]nclude a cover page to include the following for the Prime Contractor and Designer of Record…" Please confirm whether information for the Designer of Record is required.

Response: The language regarding “Design of Record” seems to be applicable to a Design/Bid project, not a Design, Bid, Build project.

00 sub-paragraph 5.2

(b) (i)

Technical Factors – Basis of Evaluation

N/A Please confirm whether Offeror may utilize experience information of affiliates/subsidiaries/paren t/LLC/LTD member companies for experience submitted under Section 00

Response: Offeror may utilize experience as the prime contractor on projects that are similar in size, scope, and complexity.

21 00 sub-paragraph 5.2(b)(i) Factor 1, Corporate Experience.

General n/a Section 00 21 00 does not require the submission of a Small Business Subcontracting Plan or a Small Business Participation Plan.

However, Clauses 52.218- 8 (Utilization of Business Small Business Concerns) and 52.219-9 (Small Business Subcontracting Plan) are both referenced Please confirm that neither a Small Business Subcontracting Plan nor a Small Business Participation Plan are required with our proposal submission but will be required post-award.

Response: A Small Business Subcontractin Plan or a Small Business Participation Plan required by winning offeror after award.

Structural S-122 and S-123

Will the deck need to be shored prior to concrete pours for slab on deck?

Please verify if current design includes deflection.

Response: No, the design is for unshored installation. Beams and girders are cambere necessary. Place the concrete topping a cons 3” thick atop the 3” composite steel deck.

Structural S-113 Please provide details for the concrete stairs shown on S-113 at the exterior walk.

Response: Detailing should be a combinati of Exterior Stair Section B1 / A-232 and Se B1 / S-504. Extend the reinforcing indicated B1 / S-504 into the stair slab and the vertica wall section beneath the bottom step. The sl minimum thickness beneath the steps is 6 ¾ and the thickness of the vertical wall section beneath the bottom step is 8”. Provide a #3 r in each stair nosing, 1 ½” clear of the surfac the concrete.

13 48 00 Architectural, structural and MEP’s

Specification 13 48 00 is given for Seismic Protection for Misc Equipment. Equipment is listed in 1.2.2, but in part 2 and part 3 of the spec, it

Response: The seismic design category for building does not require this bracing. Secti 13 48 00 and 13 48 00.00 10 will be remove amendment.

seems to reference Mechanical, electrical and plumbing items. Please revise specification to adapt to the items listed in 1.2.2.

Structural S-510 and A-611

Detail B1 on S-510 appears to show a window head w/ a steel lintel that is epoxy anchored into CMU.

Details on A-611 appear to show headed studs. Please verify if epoxy-anchored shelf angles can be used.

Please provide a structural detail showing angle size/dimensions.

Response: Please see Typical Brick Suppo Lintel detail A1 / S-005. Also applies to doo heads. Post-installed screw anchors (e.g., Ti HD) are indicated. Alternatively, chemical anchors could be submitted for approval. At jamb and sill angles in the same manner. It i anticipated that head / jamb / sill angles wou be shop-welded and shipped to the field as o piece assemblies (but not required).

Angle sizes for jambs and sills are as follow A1, A3, A4, C3, C4 / A-630: L5x3.5x0.375 A1, A4, C4 / A-640: L5x3.5x0.375 A3, C3 / A-612: L5x3.5x0.375

Fall Protection

Architectural C4/A-190 There does not appear to be any specifications on the Roof Fall Protection system. Please provide information on Fall Protection System.

Response: Provide as detailed in the drawi A manufacturer’s reference for the roof anch will be added to the detail by amendment (S Anchor Safety, model no. CRA-18:1033 “lo Top”)

011 A-115, A-

On Sheet A-115 in room 1D08 it specifies VP2 and an overhead coiling counter door in the same location. On detail D-1 on A-435 the Physical Therapy entrance does not specify an overhead coiling counter door. Then on sheet A-442 cut section A4 it specifies the PT Reception Section but it was also referenced for the Audiology Reception cut section. If it is indeed an overhead coiling counter door then it is missing from the door schedule. 7 doors are showing on the door schedule but there appears to be 8 please confirm.

Response: A rolling counter door is not required at for the counter at Room 1D08. T VP2 rolling counter window provides secur this location.

012 01 14 00 & 1.2 (of 01 14 N/A Spec 01 14 00 Work Response: The DOR recommends that the

02 41 00 00)

Restrictions states to see spec 02 41 00 Demolition for description of construction coordination with demolition of existing and currently occupied structures. Scheduling of demolition phase work will be coordinated through the Contracting Officer.

Specification 02 41 00 has no info on phasing requirements for the demolition of buildings.

Please advise of phasing requirements and facility move in/out requirements, if any for the demolition of buildings 408, 411, 311, 332, HP416, HP206, 460

& 460B.

Navy issue the amendment language provid response to this item – this language is need clarify this order in which the individual buildings may be demolished and the time period required for the Government move fr the existing medical/dental clinic to the replacement facility.

02 82 16.00

1.3.1.1 N/A Specification 02 82 16.00

20 paragraph 1.3.1.1 titled Wallboard/Joint Compound states that composite samples of the wallboard system were tested and found negative for asbestos, discrete samples of the wallboard were tested and found negative for asbestos, and that discrete samples of the joint compound were tested and found positive for asbestos. It further states that those samples of positive joint compound were taken from reporting 23OCT2012 however joint compound samples taken 43 months later during reporting 27JUL2016 were listed as non-ACM. The paragraph states to check with the Base Asbestos Project Manager on if material has been abated.

1. Please confirm with the Base Asbestos Project Manager if in fact this material has been abated.

Response: In October 2016, composite samp of the wallboard system (drywall & joint compound) throughout Building 460 were te and found negative for asbestos. The Camp Lejeune Asbestos Inspection Summary repo from the Camp Lejeune Asbestos Manager October 2012 documented discrete samples the wallboard were tested and found negativ asbestos and discrete samples of joint comp were tested and found positive for asbestos.

Camp Lejeune Asbestos Inspection Summar report from the Camp Lejeune Asbestos Manager dated July 2016 documents no asb containing drywall or joint compound prese Building 460. The July 2016 report also documents joint compound and drywall throughout Building 460 either tested negati for asbestos of was removed as of July 2016 Based on this additional information, no asbestos containing drywall or joint compou should be present in Building 460

Wallboard/Joint Compound is considered a friable material and has high costs/sf to abate.

2. If we are still to assume abatement is required please confirm the 11,000SF is of the wallboard system or if the 11,000SF is specific to joint compound only.

3. If specific to joint compound only what was the joint width assumed in calculating the SF number?

02 41 00 N/A N/A Contract documents do not identify any existing FF&E items for removal/disposal by the contractor. Confirm the government remove all existing FF&E items prior to demolition of the buildings? If government is not removing FF&E items from building for bidding purposes please specify how many 40CY dumpsters should be assumed for the removal of these items.

Response: The Government will dispose o FF&E items prior to the existing buildings s for demolition being released to the Contrac for demolition. No FF&E items are require be handled by the Contractor prior to demol of the buildings.

N/A N/A The contract documents appear to have only included hazardous materials survey performed of the buildings to satisfy

AHREA/ASHARA

protocol for building

Response: The Contractor is required to com with NESHAP. The contract drawings and specifications provide sufficient information the contractor to comply with NESHAP requirements.

occupancy and not comprehensive enough for demolition projects that require NESHAP permit type inspections. Please provide a full comprehensive report compliant with NESHAP inspection requirements for complete building demolition at each building to be demolished.

02 83 13.00

Table 1 N/A Specification 02 83 13.00 20 Table 1 has a column for Component Detail. It appears some of the component details are cut off in the table. Please provide Table 1 with row heights so that all applicable text can be read.

Response: Table 1 details are attached.

02 83 13.00

Table 1 N/A Specification 02 83 13.00 20 Table 1 does not include the percentage of lead in the identified materials/paint. Please provide the percentage of lead concentration for each of the component details in Table 1.

Response: Table 1 details are attached.

20 & 02 83 13.00

3.2.2 & 3.1.1.3

N/A Specification 02 82 16.00 20 paragraph 3.2.2 Furnishings states that Furniture and equipment will be removed from the area of work by the Government before asbestos work begins.

Specification 02 83 13.00 20 paragraph 3.1.1.3 states that The Government will remove furniture and equipment from the building before lead work begins. Confirm the Contractor shall bear no costs in removal of any

Response: Confirmed, the General Contrac is not responsible for relocation or disposal existing furniture and equipment from the buildings being demolished.

existing furniture and equipment in buildings

331, 332, 408, 441, HP416,

HP206, 460, and 460B.

02 84 16 3.3.1 N/A Specification 02 84 16 paragraph 3.3.1 states that Ballasts without a "No PCB" label shall be assumed to contain PCBs and containerized and disposed of as required under paragraphs

STORAGE FOR

DISPOSAL and DISPOSAL. If there are less than 1600 "No PCB" labeled lighting ballasts dispose of them as normal demolition debris. There are no quantities given in the contract documents.

For bidding purposes what total quantity of “No PCB” labeled lighting ballasts shall be assumed for all demolished buildings?

Response: Contractor is responsible for confirming the total number of lighting ball and should refer to the existing building drawings being demolished for this informa Those drawings are being issued for informational purposes by the Government.

02 84 16 1.3.3 N/A Specification 02 84 16 does not quantify lamps as defined in paragraph 1.3.3 to be collected and disposed of. For bidding purposes what total quantity of lamps shall be assumed for all demolished buildings?

confirming the total number of lamps and sh refer to the existing building drawings being demolished for this information. Those draw are being issued for informational purposes the Government.

02 41 00 N/A N/A Please provide as-built drawings for buildings 331, 332, 408, 441, HP416, HP206, 460, & 460B to be demolished so that demolition subcontractors can accurately price the scope of work.

Response: Electronic files of the drawings the existing buildings shown to be demolish (Buildings 408, 441, 450, 460B, HP416, and HP206) were provided as part of the Bid Document submittal. These files should be provided to the proposers for informational purposes if they have not already been issue

02 84 16 1.3.6 N/A Please specify if quantities for the disposal of lamps as defined in specification 02 84 16 should be assumed as small quantity or large quantity per definitions of

40 CFR 273.

confirming the total number of lighting ball and should refer to the existing building drawings being demolished for this informa Those drawings are being issued for informational purposes by the Government.

02 84 16 3.5 & 3.5.3

N/A Regarding PCBs, specification 02 84 16 paragraph 3.5 DISPOSAL states to dispose of off Government property in accordance with EPA, DOT, and local regulations at a permitted site while paragraph 3.5.3 states to load and haul PCB’s to storage site at 906 Louis Road, Camp Lejeune, NC.

Confirm all PCB’s are not to be hauled off government property and shall be taken to 906 Louis Road, Camp Lejeune, NC

DRMO.

Response: PCBs are to be delivered to stor site at 906 Louis road, Camp Lejeune, NC in accordance with paragraph 3.5.3 of Specification Section 02 84 16.

02 84 16 1.3.6 Specification 02 84 16 does not identify any mercury containing equipment within buildings to be demolished. Confirm buildings being demolished contain no mercury-containing equipment. If mercury-containing equipment is assumed provide quantities for bidding purposes.

Response: The interior florescent lights and exterior HID lighting have been assumed to contain mercury for lack of other formal documentation and will require disposal as hazardous waste or recycling prior to demol or renovation activities. The interior of each facility contained fluorescent light fixtures.

There are thermometers in mechanical room associated with steam lines within Building 460B that may contain mercury. Thermostat found within the Buildings have been upgra to an electronic/digital type. The Contractor responsible for determining the quantities of mercury containing equipment for disposal should refer to the existing building drawing being demolished for this information. The drawings of the existing buildings are being distributed for informational purposes by th Government.

02 86 13 1.3.6 Specification 02 84 16 does not identify any batteries within buildings to be demolished. Confirm buildings being demolished contain no batteries as defined in 40 CFR 273.2.

If batteries are assumed provide quantities for bidding purposes.

Response: Exit signs with fluorescent lamps backup batteries along with emergency ligh banks were identified throughout Buildings 332, 408, 441, and 460B. Batteries are regul under 40 CFR Part 273 and should be recyc The Contractor is responsible for determinin the quantities of batteries for disposal and should refer to the existing building drawing being demolished for this information. The drawings of the existing buildings are being distributed for informational purposes by th Government

N/A

N/A A-125 and A-680

In the drawings it calls for A1141 7-Tier rotary file shelving, please provide manufacture or more details pertaining to this

Response: Basis of Design is Model/Manufacturer: Aurora, Times-2 by Aurora Storage Products;Starter Unit Mode (3)171S, 82” High, 7 Tier;Add On Unit Mo

(3) 171A, 82” High, 7 Tier;Local Rep: Patte shelving.

Pope, Frank Skinner 205-563-4777

A-116 and A-680

In the drawings it calls for A1145A manual movable aisle storage shelving, please provide manufacture or more details pertaining to this shelving.

Response: Model/Manufacturer: 1000 Serie Aurora Storage Products, Mechanical Assis Mobile Shelving Unit;Size – 17’6” W x 8’ D 6’-11 ¼” H; High Density Storage System, per Drawing, with Leviable Structural Rail, capable of supporting carriage weight, weig 1000 pounds per carriage foot, fully grouted Raised floor and ramp to be installed before finish floor, in Phase I of installation, manufactured from ¾” Contractor to hav service support minimum of 3 hours drive ti to support the storage system. Phase II of th installation to provide carriage capable of supporting 1,000 pounds, fully unitized, welded, providing safety retainer lip, minim of 6.25” high; Local Rep: Patterson Pope, F Skinner 205-563-4777

32 39 00 N/A CS402 Refer to drawing CS402.

Mesh Fencing shown in Equipment Yard at the South East corner Retaining wall has about 18 LF of fencing next to Pad Mounted Transformer.

What is the purpose of this fence or is this an error?

Response: This is a drafting error. Please d fence next to Pad Mounted Transformer – it not required.

31 11 00 3.2.3 CD101 &

CD102

Specification 31 11 00 paragraph 3.2.3 states to remove material not suitable for foundation purposes to a depth of not less than 18" below the original ground surface level in areas indicated to be grubbed and in areas indicated as construction areas for buildings & areas to be paved. The drawings do not indicate specific areas as "areas to be grubbed" Most of the new building footprint exists on top of existing bldg. 408 footprint and paved areas along the east side of bldg. 408. Confirm the areas that require the 18" depth removal are the existing green areas ONLY and we are NOT to remove 18" below the subgrade elevation of existing

Response: Please refer to Specification Sec 02 41 for work required under existing buildings. The areas to have 18” depth remo will be the existing green areas where new construction will occur and any other areas directed by the geotechnical engineer buildings and paved areas after the existing are demolished.

N/A N/A VF101 &

CU101

On drawing VF101 there are two water service utilities shown to serve bldg. 441. One entering on the north side and one entering at the east. On drawing CD 101 only the north service is shown for demolition. On drawing CU101 both the west service and the north service lines are shown to be plugged. Confirm the west water service is to be demolished and not left in place after cut/cap/plug is installed.

Response: Both service lines are to be demolished

VF101, CD

101, &

CU101

The water service utility at building 441 that enters at the north elevation does not indicate an existing valve is in place to shut water off to allow a cap to be installed. Confirm that the water main running along I Street can be shut down to allow the cut and cap to take place or if a tapping sleeve gate valve will need to be installed to allow the line to be isolated and capped.

Response: Contractor to coordinate utility with base utilities and proceed as required b existing site conditions.

CU101 There is a new fire hydrant shown on CU101 to be installed along I Street that is to be tied into the exiting water service running parallel to I Street. There is no tapping sleeve shown for the tie in. Confirm that the water main running along I Street can be shut down to allow the install of a T into the existing water service or if a wet tapping sleeve is to be utilized.

Response: A wet tapping sleeve will be required.

N/A N/A VF100 Please provide as-build drawings for buildings 408, 441, 331, & 332.

Earthwork bidders need to

Response: Please refer to the files of the drawings of the existing buildings shown to demolished (Buildings 408, 441, 450, 460B HP416, and HP206) which. These files sho know the existing slab profile thickness to determine existing subgrade for excavation/fill bidding purposes. If no as-builds are available, please give a profile thickness (slab and capillary fill) to assume at the existing buildings.

be provided to the proposers for information purposes if they have not already been issue

N/A N/A A932 In the drawings, signage type "XBA, C3) are identified but there is no specification on these signs. Please provide specification on these signs.

Response: XBA-C3 is not a sign type on signage plans, for typo on sign message schedule (A-934) for room 2D15, use sign t A1

N/A N/A A931- A933

In the drawings, "XPC, XBB, XD2) are identified under "sign types" but none have been identified in the drawings. Please provide locations for these signs.

Response: XPC sign is found on Landscape Details sheet (LS501).

C3-UNIT SITE SIGN. Location of sign C3 sheet (LP104) XBB – Omit, not used XD2 sign is found on Landscape Site Detail sheet (LS501)

33 11 00 2.1.1 CU201 Drawing CU201 4" domestic water & 6" fire water from main to building shows PVC material. Specification 33 11 00 does not list a material spec for PVC pipe. Please provide updated specification for PVC materials.

Response: Change piping material indicate Sheet CU201 from PVC to ductile iron as indicated in the specifications.

33 11 00 2.1.1.2 N/A Specification 33 11 00 paragraph 2.1.1.2 states to provide flanged joints where indicated. CU series sheets do not show any flanged joint locations.

Response: Flanged joints are not be require except to the extent that they may be indicat on the drawings. The information concernin flanged joints is Included in specifications t address the requirement if so indicated in th drawings.

038 23 00 00 2.12.3 (b) Air Handling Unit spec asks for the units to be “knockdown” type construction. This is not mentioned anywhere on the plans. Are these Air Handling Units required to be “knockdown”?

Response: Yes air handling units are requir be knockdown construction per the specifica

23 00 00 2.12.3 (f) Air Air Handling Unit spec says the units will

Response: Seismic certification is not neede however the AHU case shall be designed an have to be seismic certified. This is not a typical requirement at Camp Lejeune. Will these Air Handling Units require seismic certification?

constructed to a SDS value of 0.16g such th the AHU case will not undergo failure in the case of a seismic event.

23 00 00 2.16.3 The spec for condensate drain line piping material says to refer to 22 00 70.

This section does not directly address condensate drain. Can PVC be used for this application?

Response: PVC is acceptable for use on condensate drain systems.

23 09 23.13

All “BACnet Direct Digital Control Systems for HVAC”, Rev 11/15 does not match the latest Camp Lejeune Naval Hospital direct digital control specification and standards. The current Cyber Security and EMCS connection requirements are not addressed.

Response: Project specification is not requi to match the “latest Camp Lejeune Naval Hospital direct digital control specifications standards”. Per UFC 4-510-01, EMCS connection is not required

N/A N/A P-505, A120, PP120,

PW120

On page P-505 in the plumbing drawings in detail A2 it calls for CS150 and surrounding items to be provided by the casework manufacturer in room 1K04( Pharm.

Dispens.). In corresponding architectural drawing A-120, no casework is called for.

Please provide an elevation on corresponding architectural drawing A- 120 in this room.

Response: For clarification, the casework, cabinetry, workstations, and pharmacy stora units are vendor provided (Government provided and installed). The general construction contractor is responsible for installation of supporting utilities indicated their respective discipline’s documents, and final connections of utilities to the vendor-supplied items.

Architectur al Drawings

In the architectural drawings, in no place does it specifically call for any cabinets to be stainless steel. Please advise as to which cabinets are to be stainless steel and where they are located, if there are any.

Response: Please provide stainless steel countertops as indicted

N/A N/A CS501,

CS101,

CS102, CS

Reference Drawing CS501 Detail B2 Integral Curb Section, Plan sheets

Response: This detail applies only to the ex that it is referenced in the plan drawings. If shown on those sheets, the detail is not requ

102, &

CS104

CS101, CS102, & CS104

Do not specify Detail.

Please specify where this Detail Applies.

N/A N/A CS102 Reference Drawing CS102.

There is curb shown on the plan but no call out is referenced to what curb details should be used throughout.

Response: Please construct in accordance w Detail D1 shown on Sheet CS501.

10 28 13 N/A A123 The vendors for the dressing room bench are unable to find a bench that meets the specification as well as the dimensions given in the drawing. Can you please provide a basis of design for these benches?

Response: Wisconsin Bench Mfg / Global Industrial Item # T9F269866 with BKT Size 42” x 20 http://www.globalindustrial.com/p/office/lo /benches/ada-locker-room-hardwood-bench 42-I-x-20-w-269866 This item is included in the procurement package.

08 33 13 N/A A603 On page A603 there is no detail for the coiling counter door frame (F7).

F7 is indicated on the door schedule (A601, A602) as the frame used for the coiling counter doors (D7).

Please provide a detail for F7.

Response: Omit Frame Type F7 from the D Schedule. Install the coiling counter doors i accordance with the details provided on She A-441 and A-442

N/A N/A A680 The equipment schedule lists Rail Aprons C0035, C0036, C0037, and C0039 but there is no specification on this product. Please provide specification on the rail aprons.

Response: The aprons are part of the casew in which they occur. Provide appropriate ap that are products of the same manufacturer a the cabinets in which they occur.

N/A N/A CS101 Reference Drawing CS101.

6 Inch Restraining Band is shown on edge of pavers however, Pavers in area tie into existing sidewalk. Can existing sidewalk serve as Restraining Band?

Response: The existing concrete sidewalk not to be used as the restraining band. Prov the restraining band as indicated.

N/A N/A A-680 Per the equipment schedule items labeled "R" are to be relocated and reinstalled per the contractor's expense. For adequate pricing, please provide the manufacturer for all

Response: The only piece of equipment tha “R” Reuse in this project is the M0005 Audiometer, Screening, Group and will be relocated by the government.

equipment labeled "R" as some medical equipment requires certified installer and service providers to service, move, and set-up their equipment.

051 11 71 00 N/A A-680 Per the equipment schedule items labeled "B" are GFCI. As some medical equipment requires certified installers, please provide a list of approved installers/service providers who are approved to install the medical equipment the Government will be purchasing and requiring the contractor to install.

Response: Approved installers/service prov are to be coordinated with the government during procurement. For reference, here is a listing of the Cat B Bases of Design items:

BELOW

N/A N/A A-001 Per the material legend the gypsum board wallboard and stucco are shown using the same graphic. Please confirm the symbol indicates stucco on the exterior building only and represents gypsum board only on the interior of the building. Please confirm stucco is not used on the interior of the building.

Response: No stucco is used on the buildin interior locations. Gypsum wallboard is use interior partitions and ceilings where indicat

N/A N/A A-660 Please confirm the abbreviation "GLG – Gypsum wallboard liquid glaze" refers to a gloss finish for the painted gypsum board and not a glazing system used to finish drywall.

Response: Confirmed, the GLG designatio for a gloss level finish as specified.

A-201 Sheet A-201 states white for the mortar color.

Please confirm this is for the ground face and cast stone only.

Response: White mortar is to be used for th ground face and cast stone; face brick is to b standard gray mortar

A-201

What is the specified mortar color for the face brick (Triangle Brick Red Common Flashed Smooth)? Can standard gray mortar be used for the face brick

Response: Standard gray mortar is to be us for the Face Brick

A-201 Can a standard cast stone company who is a certified plant by the Cast Stone Institute be used to supply the cast stone window sills and coping for this project in lieu of the echelon cordova ground face alabaster as stated on the exterior finish schedule on sheet A-201?

Response: All materials & colors are intend to be equal to those shown on A-201; the manufacturer of this material may be other t the Basis of Design described product so lon color, grain, and quality are matches.

A-201 Confirm that all ground face stretchers are 5 5/8” x 7 5/8” x 15 5/8” (6” x 8” x 16”). Sheet A-201 states 7 5/8” x 15 5/8”, which I would assume is the height by length. All wall sections state 6” ground face. Please confirm.

Response: Height by Length is shown on A

201. Material depths are shown in wall sect

A-611, A-

Please confirm that when stainless steel flashing in called out (i.e. A1/A-611) that this means a Stainless Steel Drip Edge. If you reference detail A3/A-631, this detail illustrates a stainless steel drip edge used along with the flexible through wall flashing and no stainless steel through wall flashing shown. Please confirm that all through wall flashing applications are flexible flashing with a stainless steel drip edge.

Response: Through-wall flashing is flexible Stainless steel pan flashing with turn-down, hemmed drip edge is to be provided as show A-631

S-510 The bent plate masonry anchors shown in sections B1/S-510, would be nearly impossible to field weld in place after the CMU walls are in place. In place of this detail it is suggested to use a Ex. Hohmann & Bernard anchors, in lieu of

Response: DOR Recommended Response: T expected sequence of construction is to weld plate / Nelson stud assembly to the perimete beam where directed by the mason as his wo comes near but still below the plate level. Se the note to this effect in the detail. To facilit placement of blocks below the Nelson studs would be acceptable to remove, by grinding cutting in the shop, the portion of stud head the bent place anchors, with headed stud. Please advise if this would be acceptable.

below the stud shank. The purpose of the be plate assembly goes beyond that of typical masonry ties. The perimeter CMU walls ser shear walls to brace the building’s steel fram through transfer of diaphragm shears from t floor and roof decks through the plate assemblies into the walls. They also tie the masonry walls to the structure to resist the suction forces from high wind.

A-115, A-

On Sheet A-115 in room 1D08 it specifies VP2 and an overhead coiling counter door in the same location. On detail D-1 on A-435 the Physical Therapy entrance does not specify an overhead coiling counter door. Then on sheet A-442 cut section A4 it specifies the PT Reception Section but it was also referenced for the Audiology Reception cut section. If it is indeed an overhead coiling counter door then it is missing from the door schedule. 7 doors are showing on the door schedule but there appears to be 8 please confirm.

Response: A rolling counter door is not required at for the counter at Room 1D08. T VP2 rolling counter window provides secur this location.

Solicitation On CLIN 0001 it is asking for 0001 AA and 0001 AB as base price. Is there a quantity provided for the non-Identified buried concrete and debris or should this just be a unit price?

Response: The DOR recommends that a va be included in the bid form for the quantity this material to establish a reasonable unit p the quantity of 200 cubic yards is recommen

(End of Summar y of Changes

LOG

CAT

JSN DESCRIPTION BASIS OF

DESIGN

MANUFACTU

RER

BASIS OF DESIGN MODEL

B S02

STERILIZER, ELEC,

VAC, 2DO, RCSD 1

WLL, 20x20x38

CHAM

GETINGE 533HC

B S02

RACK, 2SH,

20x20x38 CHMBR

GETINGE *REFER TO 533HC

B S02

LOADING CAR &

TRANSFERRING

CARRIAGE,

20x20x38 CHMBR

GETINGE 554710471

B S09

WASHER/DISINFEC

TOR, STM, 2DO,

RCSD1WLL,

26x24x24 CHAM

GETINGE 8666

B S09

WASHER/DISINFEC

TOR, DENTAL

MIELE PG8581

B S26

WASHER,

DISINFECTING,

ULTRASOUND

PROBE

NANOSONICS,

INC.

TROPHON® EPR

B S26

CLEANER,

ULTRASONIC,

SNGLE CHMBR,

CAB, F/S

GETINGE 2460-UC

B S48

STERILIZER, SURG

INSTRU &

DRESSING, 10” DIA

CHMBR

MIDMARK

INTERNATION

AL

RITTER M9 ULTRACLAVE®

AUTOMATIC STERILIZER