W912PQ19R9000_0003.pdf

W912PQ19R9000

F9E7CE43134A002

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

A. This Amendment 0003 is issued to provide revised specif ications dated May 31, 2019, undated draw ing sheet number C-504 dated 05/29/2019, Geotechnical Engineering Report dated August 28, 2017, Loadbank Connection Sw itch Cabinet specification, and Request For Information number 1 to 96.

B. Offer due date has been extended to 14-Jun-2019 03:00 PM EST.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 17

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

16C. DATE SIGNED

BY 02-Jun-2019

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 W912PQ19R9000

X 9B. DATED (SEE ITEM 11)

30-Apr-2019

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 X 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 1 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

02-Jun-2019

CODE

106 NEW YORK AIR NATIONAL GUARD

106 MSG/MSC - WAWF W912PQ

150 RIVERHEAD ROAD

WESTHAMPTON BEACH NY 11978-1201

W912PQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

REQUEST FOR INFORMATION 1-96

Q1-Please provide a contact of the gas utility company for the new service called out on KN#16 on drawing C-130.

A1– PSEG Long Island – Maggie Ramos 631-875-7095 or 800-490-0075

Q2-What’s the purpose of the bore bits called out on drawings C-130 & C-131? If it’s for the new underground telecom line, can we use trenching?

A2– Yes, it is for telecommunications. No, Boring is required at locations indicated. Boring is to allow crossing of the newly repaved street, so it is not cut and patched.

Q3-Special inspection are called out on drawing S-006, however specification section 01 45 35 is stating that “Structural observations will be performed by the Government.”, please clarify who is responsible for the special inspections? If contractor is responsible for all special inspections, is it all had to be performed by one agency or can we use different parties to perform each? Is the Special Inspector of Record need to be on site?

A3– All special inspections shall be performed by the contractor. Multiple agencies can be used;

however, they all need to meet the applicable qualifications for the inspections they are providing.

Q4- Who is responsible for commissioning of the building systems? Different Specification sections call out section 01 91 13 GENERAL COMMISSIONING REQUIREMENTS, however the later is not part of the specifications book, please clarify.

A4- The contractor is responsible for commissioning the building systems. A government hired third party commissioning agent will assist and verify in this endeavor.

Q5- Please advise what’s the anticipated award date is? This is important for proper planning of the preliminary project schedule required as part of the technical bid

A5- The projected award date is 10 September 2019.

Q6- What’s the anticipated NTP date? It’s very important to account for proper winter conditions costs.

A6- That will be upon the contractor’s ability to mobilize and start work. Once we receive the bonds (normally within 10 days after award), the site will be available to the contractor for construction.

Q7- The proposal submission copies requirements are not clear, as the solicitation SF1422 call for original +1 copy, while Para 2.1 call for original + 3 copies + CD. Please clarify.

A7- It is one original and three copies- This will be corrected within this amendment.

Q8-Please confirm that requirement for windows and doors blast design on Note #2 of Section K of drawing S-002 is limited to the assemblies and their connections to the building structure and does not include the structural steel members of the building.

A8- Correct, the blast design requirements are only for the window and door assemblies, including the connections to the building structure. The steel frames around the windows and doors shown on sheets S-320 and S-321 have been designed for blast conformance.

Q9- Can the HVAC control contractor be a second tier contractor?

A9- No.

Q10- Please provide contacts for the existing base wide control system.

A10- Trane- John Reilly 516-490-1634 or 917-335-3176

Q11- On section 23 09 23.13 20, para 1.4b call for upgrading existing server however para 2.1b is calling to interface with site existing equipment, please clarify.

A11-The intent is to upgrade the existing server such that the new DDC system can be integrated to the existing. The sentence is in 2.1b does not override the paragraphs in 1.4b. EAL

Q12- Please confirm that a team of superintendent + QC Manager + Safety officer is what the government looking from the GC to manage on site project operations.

A12- The GC needs to provide a minimum of two people onsite to cover the above responsibilities. Responsibilities can be combined.

Q13-Please clarify if the lockers depicted in Lockers Room 136 are part of this contract on NIC? Are they single or double tier?

A13- Lockers are part of the contract. See drawing A-101 keynote A10. Refer to specification section 10 51 13 – Metal Lockers.

Q14-Please provide a panel detail for door type G called out in the Door schedule on A-601.

A14- See below.

Q15- Please provide specification for the seal called out by KN E24 on A201. Also provide a detail how this seal will be anchored to the building.

A15- Artwork to be provided by the government at a later date. Seal to be anchored to the slat system structure behind it.

Q16-Please provide count and details for the life safety signs called on G-101 and G-102 and not listed on the sign schedule.

A16- Count can be determined from the drawings. As indicated on G-101 and G-102 the fixture details can be found in the electrical drawings. Specifically, E-505 detail A1 and in the specifications too include 26 51 00.

Q17- Please advise if the requirement for the Millwork fabrication shop to be AWI certified on I-602 can be waived as its excessive for ordinary cabinetry work required on this project.

A17- Millwork fabrication shop shall be AWI certified.

Q18- Please clarify if the dashed line show in Storage Room 125 on drawing A101 is a wire mesh partition or not?

A18- Line in storage room 125 is a wire mesh partition with a swing gate.

Q19-Please provide the height of the wire mesh partition @ the vaults and confirm that the doors are to be hinged per specification and not sliding as the drawings depict.

A19- Wire Mesh is full height, floor to ceiling. The intent is for the gates to slide as indicated on the drawings.

Q20- Specification section 10 11 00 VISUAL DISPLAY UNITS calls for marker boards, please clarify were these called out on drawings.

A20- (1) 4’X8’ marker boards located in Classroom 233, Conference 203, AV Media 234, Security Forces Training 140, CATM Training 141

Q21- Please confirm that specification section 10 22 19 DEMOUNTABLE AND MOVABLE PARTITIONS is not applicable and would be removed from the specification book since Drawing I-602 is stating that demountable partition are NIC.

A21- The demountable partitions are part of the contract and shall be purchased and installed by the contractor. The systems furniture is not part of the contract and will be government furnished and government installed. The General Contractor will need to coordinate with the government’s systems furniture contractor for installation of the furniture.

Q22- Please clarify where the reinforced concrete bollards called out on specification section 12 93 00 SITE FURNISHINGS is applicable.

A22- Bollard locations are called out in A-101 and C-110 and detailed on C-501 Detail A5.

Bollards are also discussed in specification 05 50 13.

Q23-Please advise if the Air Barrier Pressure Testing Agency called out on Section 07 05 23 can perform the Air barrier inspector duties called out on Section 07 27 10.00 10.

A23- Refer to specification section 070523 paragraph 1.6.2.1 – “certify that the pressure test agency is not affiliated with any other company participating in work on this contract.”

Q24- There is a different type of air barrier called out on each of the sections listed below, please clarify where each applicable on the building, as drawings doesn’t depict where each is required.

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 7 36 SPRAY FOAM AIR BARRIERS

A24- Use self-adhered membrane air barriers for all exterior walls as the primary air barrier system. Other air barrier systems can be used for transition conditions.

Q25- Please confirm that the sunshades on the West side of the building main entrance are continuous while the ones on the East side are not.

A25- This is correct.

Q26-Please confirm that the project scheduler called out on section 01 32 01.00 10 PROJECT SCHEDULE, doesn’t need to be on site and can attend the monthly meeting over phone or web conferencing.

A26- Correct

Q27-Para 3.3.3 of specification section 09 65 66-7, call for Line Markings, please provide a plan showing Line Markings for Room 107 Physical Fitness or advise if it’s not needed?

A27- Line markings to be coordinated with the users before installation. Provide an allowance of 300 linear feet for line markings.

Q28- Is Grit Strip on Rubber Stair Treads required?

A28- Grit Strip is Required - HMO

Q29-Are Risers for Rubber Stair Treads required?

A29- Yes Risers Required - HMO

Q30- ESD-1 Floor Material is listed in rooms 129, 214, 215, 217-219 on Finish Schedule Drawing I-601, however, ESD-1 Finish is not listed on Drawing I-602 Finish Legend, please provide specs for ESD-1.

A30- ESD-1 to be Forbo Colorex SD/EC Homogenous Conductive Tile, Color Moonstone - HMO

Q31- RB-1 on Drawing I-602 Finish Legend is labeled twice; is RB-1 4" Traditional to be RB-2?

A31-

RB-1 - RUBBER WALL BASE: JOHNSONITE, MILLWORK EQUINOX, 32 PEBBLE,

MW-32-R

RB-2 - RUBBER WALL BASE: JOHNSONITE, TRADITIONAL WALL BASE, 4" H,

32 PEBBLE, DC-32-4 - HMO

Q32 -Specifications do not call for commissioning but the HSPD checklist does. Are we to assume the government is hiring the commissioning agent? My apologies, I was referring to the ANG Sustainability Requirements Scoresheet at the back of spec section 01 33 29.

A32- The project requires commissioning. The government will provide the third party commissioning agent.

Q33- Please specify if SDR 35 or DR 18 PVC pipe is to be used for the storm and sanitary systems as it is not noted on the contract documents.

A33- Sanitary sewer piping shall comply with material specified in Section 33 30 00. Storm sewer piping shall comply with material specified in Section 33 40 00.

Q34- Please provide a full geotechnical report for estimating purposes.

A34- See Attached

Q35- Please refer to the specifications regarding Storm and Sanitary systems, sections 333000 and 334000. The storm piping consists of both PVC and CPP (ADS) piping. The CPP is typically only soil tight, not water tight. Please confirm CCP is to be used along with the extent of testing required.

A35- Storm piping material and testing requirements shall comply with Section 33 40 00 as indicated in the spec. Sanitary sewer piping material and testing requirements shall comply with Section 33 30 00 as indicated in the spec.

Q36- Please refer to specification section 096566-7 paragraph 3.3.3: Line Markings. Please provide a drawings showing the Line Markings required for Room 107: Physical Fitness.

A36- Line markings to be coordinated with the users before installation. Provide an allowance of 300 linear feet for line markings.

Q37- Please confirm a grit strip on the Rubber Stair treads is not required per I601: Finish Schedule.

A37- Grit Strip is Required

Q38- Please provide specifications for ESD – 1 Floor material which is listed on the finish schedule, I601, for rooms 129, 214, 217-219, however, it is not listed on I602: Finish Legend.

A38- ESD-1 to be Forbo Colorex SD/EC Homogenous Conductive Tile, Color Moonstone - HMO

Q39- Please refer to I602: Finish Legend. Please confirm RB1 is to be Rubber wall base: Johnsonite, millwork equinox, 32 pebble, MW-32-R and RB2 is to be Rubber wall base to be Johnsonite, traditional wall base 4” H, 32 Pebble, DC-32-4 as there are two RB1 listed.

A39-

RB-1 - RUBBER WALL BASE: JOHNSONITE, MILLWORK EQUINOX, 32

PEBBLE, MW-32-R

RB-2 - RUBBER WALL BASE: JOHNSONITE, TRADITIONAL WALL BASE,

4" H, 32 PEBBLE, DC-32-4

Q40- Specification 263214, section 1.2.1. mentions a fine-tube heat exchanger type along with section

2.7.2. however, sections 1.2.4. and 2.8 mention a generator set enclosure and sound limitation. Please clarify if an indoor heat exchanger cooling system is required, or an outdoor sound enclosure is required for the specified generator set.

A40- An outdoor Gen Set with Sound enclosure is required. KBG

Q41- One line drawing, E601, specifies a 500 gallon diesel fuel tank for 24 hour run time. A 100 kW diesel generator set fuel consumption is 8.9 gph at full load, therefore a 500 gallon tank would far exceed

24 hour run time. Will a 24 hour tank be required, or a 500 gallon tank be required? Please clarify the fuel tank size.

A41- Calculated using the basis of design at a fuel consumption of 7.2 gph, the approximate size needed for a minimum of 24 run time at 100% load would be 172 gallons. Use the closest gallon tank size based on manufacturer specifications to meet minimum runtime requirements. KBG

Q42- One line drawing E601, specifies a 480/277V generator set, however, specification 263214 section

1.2.1. specifies a voltage of 208V. please clarify the generator set voltage to be used.

A42- The correct voltage for the Generator and ATS is 480/277V. KBG

Q43- One line drawing E601 specifies an integrated 300A generator/loadbank connection cabinet. Is this a circuit breaker connection for a temporary load bank? Are camlock connections required? Please clarify what is required with detailed specifications.

A43- Provide 200A 3-Way Manual Transfer Switch in NEMA 3R Enclosure. Provide 2 Sets of 100A Camlock Connectors for Each Phase, Neutral, and Ground on Enclosure for Generator and Loadbank. Design Basis FoxFab FFCC-S1. KBG

Q44- Please confirm that onsite testing shall be performed requiring a 0.8 power factor reactive load bank per specification sections 3.6.2.2 and 3.6.2.3. please clarify where the Symex wiring diagrams are that they refer to on drawing E2.0 as it is not clear where to provide the main power unit.

A44- Power factor should be 1.0 for the load bank. Please clarify second portion of question about Symex wiring diagrams on E2.0. The drawing set does not include an E2.0 or E-2XX. KBG

Q45. Drawing S-001 Foundation Note # 3 states to refer to geotechnical report for removal of unsatisfactory material under footing, slab and foundation. Geotechnical report is not enclosed in bid package.

a. Please provide.

b. Is Government intention to remove and replace so il below building footprint?

A45a – See response to Question 34.

A45b - The contractor is required to replace all unsatisfactory materials under the building foot print.

Q46. Specification section 07 27 10.00 IO - Building air barrier system. This specification section part 2-Product, states for product refer to specification section 07 27 26 Fluid-Applied membrane air barrier, 07 27 36 Spray form insulation air barrier and 07 27 19.01 self-adhering air barrier. ls government intention to contractor have a choice to use any material as specified in above section?

A46 – See response to Question Q24

Q47. Drawing # AI02 Key-note number AS - shows demountable partition in room number 206 to 211 and 229 to 232, Also specification for demountable partition section 10 22 19 is provided in bid package. Drawing number, I-602 demountable floor plan notes state, demountable pa1iition is not part of this contract. Partition will be purchase and install by Govt.

Please advise.

A47 – See response to Question 21

Q48. Drawing A-101, Al02 Room number 107, 128, 14 , 120, 212, 233, 234 shows Keynote A7 flat display unit (not in contract).

Please provide any rough-in is req uire.

A48 – Yes, rough-in required along with backing panel on all wall mounted equipment.

Q49. Bid schedule option I Epoxy floor in starat area in lieu of sea led floor. Option keynote does not show location for epoxy floor. What is starat area? Please indicate which rooms are part of Bid Option I. Also, there is no specification provided for Epoxy floor. Please provide.

A49 – Rooms 110, 111, 112, 113, 114, 117, 124, 126, 125, 134. See specification 09 67 23.13

A49 Additional – Change Rooms 104 and 145 to be PFT-1 like adjacent floors.

Q50. Drawing number C12 0 and C504 Keynote 7 - Infiltration basin.

Drawing C504 CI-infiltration basin note #1 states see sheet C135 for infiltration basin dimensions. C135 is not included in bid package. Please provide.

A50 - Detail C1 on sheet C-504 has been revised to remove the reference to sheet C-135.

The bottom surface area for the infiltration basin shall be a minimum of 167 sf.

Q51. Drawing C-504 , Detail 84 for Observation Well, note 2 states to provide in accordance with infiltration trench general notes and specifications item # I 0. We cannot find Specifications Item # 10 . Please advise.

A51 - The observation well is to be installed in the bioretention basin. The notes on detail B4/C-504 have been revised to include the observation well requirements. A reference to the observation well detail has been added to the bioretention specifications on sheet C- 507.

Q52. Specification 14 24 23 Hydraulic Passenger Elevator has the following for Basis of Design:

Endura MRL Twin Post Above-Ground Machine Room-less Hydraulic Elevator as manufactured by Thyssenkrupp Elevator Corp. Thyssenkrupp is refusing to provide pricing for this project. The specification states that other products by other manufacturer' s that meet this specification are acceptable. However, other manufacturer' s MRL Elevators require a different design of the elevator shaft, additional door into the shaft, etc. Has any contact been made with Thyssenkrupp regarding putting their product into the design that we can go to for pricing on this elevator? If no, please advise what should be done for pricing this elevator.

A52-Thyssendrupp Elevator is selected as B.O.D. not a sole source selection. Also see response to Q96.

Q53. Is this project Sales Tax exempt from the New York State?

A54 - The Federal government is exempt from paying sales tax. The prime contractor/general contractor along with their subcontractors are not designated as agents of the Government for the purpose of claiming immunity from State or local sales or use taxes.

Q54. Do you expect any contaminated soil and/or water in the ground?

A54 – There are no known soil or groundwater contaminates within the project area.

Q55. Please refer to the specifications for Division 26 – Electrical. Please provide a connectivity manufacturer along with the connectivity material (copper or fiber) as none are indicated in the specifications.

A55 – Clarify question on connectivity manufacturer. What section of specifications are you referring to?

Q56. Please refer to drawing T601 where it notes “Fiber Optic Demarcation Equipment, OSP Fiber and 600 Pair Commercial Feed, see ES101 for additional information.”

a. Please specify which cable (loose tube or ribbon) and Fiber (OM1, OM2, OM3, OM4) is to be used.

b. Please confirm the fiber optic installation can be completed during normal business hours

c. Please refer to drawing T-601, note 35. Please clarify termination equipment to be used.

A56a-Provide loose tube. Fiber OM2 typical. Base to confirm.

A56b – Base to determine.

A56c – For copper pairs, provide PET/BET protected terminals. Per UFC 3-380-01 Section 2- 4.4.2.

Q57. Please refer to drawing ES101. Key note ES11 states there is an existing 6W4” under the street.

Based on the site visit, there are (4) orange inner duct tubes sticking out of the ground.

a. Please confirm that these are not to be used for power as they do not meet code requirements.

b. Please confirm General Contractor is to supply and install primary cabling terminations.

A57a – Conduits to be used for underground utility power at ES11 on ES101.

HDPE allowed per UFC 3-550-01 Section 3-11.4 and this paragraph added to Specification 33 71 02 Section.

3.7.7.2 - Directional Boring HDPE conduits must be installed below the frostline and as specified herein. For distribution voltages greater than 1000 volts and less than 34,500 volts, depths to the top of the conduit must not be less than 48 inches in pavement-covered areas and not less than 120 inches in non-pavement-covered areas. For distribution voltages less than 1000 volts, depths to the top of the conduit must not be less than 48 inches in pavement- or non-pavement-covered areas. For branch circuit wiring less than 600 volts, depths to the top of the conduit must not be less than 24 inches in pavement- or non-pavement-covered areas.

A57b - General Contractor to provide and install primary cabling and terminations.

Q58. Please provide size and specifications for Manholes X and Y as shown on C131.

A58- See Comm Manhole Detail below for typical sizing requirements.

Q59. Please refer to specification section 102813: Toilet Accessories. Paragraph 3.3 Schedule, notes to see Architectural Plans. Please provide a manufacturer for Grab Bars, Paper Towel Dispensers, Soap Dispensers, Toilet Seat Cover Dispensers, Sanitary Napkin Disposal, and Toilet paper holder as none are listed on A401.

A59- Manufacturer is to be selected by the contractor. Items must meet the requirements of the contract documents.

Q60. Please refer to specification section: 102113 Toilet Compartments. Please provide a manufacturer for as none are listed on A401.

A60- Manufacturer is to be selected by the contractor. Items must meet the requirements of the contract documents.

Q61. Please refer to specification section: 105113: Metal Lockers. Please provide a manufacturer for as none are listed on the Architectural Drawings.

A61- Manufacturer is to be selected by the contractor. Items must meet the requirements of the contract documents.

Q62. Please refer to specification section: 122413: Roller Window Shades. Please provide a manufacturer for as none are listed on the Architectural Drawings.

A62- A Roller Shade Manufacturer is SWF Contract. Manufacturer is to be selected by the contractor. Items must meet the requirements of the contract documents.

Q63. Please refer to specification section: 101100: Visual Display Units. Please provide a manufacturer for as none are listed on the Architectural Drawings.

A63- Manufacturer is to be selected by the contractor. Items must meet the requirements of the contract documents.

Q64. Please refer to specification section: 102239: Folding Panel Partitions. Please provide a manufacturer for as none are listed on the Architectural Drawings.

A64- Manufacturer is to be selected by the contractor. Items must meet the requirements of the contract documents.

Q65. Please refer to specification section: 102219: Demountable and Moveable Partitions. Please provide a manufacturer for as none are listed on the Architectural Drawings.

A65- Manufacturer is to be selected by the contractor. Items must meet the requirements of the contract documents.

Q66. Question related to Division 27 – Communications as clarification is needed for:

a. Need further clarification on backbone cabling scope between Server room and the two IDFs

b. Plan T-601 shows 600 pair feed and fiber but does not show what it is needed for. What do you want to do with those feeds?

c. Plan T-001 shows NIPR as 4 jacks Plan T-601 and T-501 show 2 jacks – Need further clarification

d. Plan T-001 Shows SIPR as 4 jacks plans T-601 and T-501 show 4-strand fiber – Need further clarification

e. How many cables and what type of cable for the wireless access points?

f. Will stub ups be provided?

g. Will a lift be needed?

h. T-501 states LC fiber connectors and T-601 states ST fiber connectors. Please clarify

i. Who will be expected to supply the Conduit and Plywood? Division 26 or Division 27 or other?

A66a-Additional information noted on T-001 General Note 19 and T-601 Key Note 23 for fiber strands and Key Note 22 for Copper pairs to 110 blocks.

A66b-600 Copper pairs to be terminate at PET/BET. See response to Question #56 c.

A66c- Provide 2 - CAT6 drops and 2 blanks for typical NIPR outlet Per T-501 Detail C3.

A66d- Provide 2 – 2 Strand Single Mode Fiber drops and 2 blanks for typical SIPR outlet Per T-501 Detail C4.

A66e- Provide 2 - CAT6 drops per Wireless Access Point Per T-601 Key Note 3.

A66f-Contractor to provide Stub Ups.

A66g-Means and methods. Contractor to provide/determine.

A66h-Provide LC connectors.

A66i-Means and Methods. Contractor to provide/determine.

Q67. Specs are not clear on waterproofing, and drawings don’t call for waterproofing of footings, please clarify if waterproofing is required at the elevator pit only or at all building footings?

A67- Elevator pit only.

Q68. Door #235 is listed twice on the hardware schedule; it is listed on Hardware Set 09 and 11. Also, Hardware Sets 09 and 11 are for single doors and Door 235 is a pair. Please clarify.

A68-Provide door hardware set #12 for door#235.

Q69. On A602, the door schedule is calling for the vault door 134 to be 60min fire rated, Provide a basis of design for such door.

A69- Specification 08 34 59 indicates the vault door required. Basis of design is a GSA approved armory vault door.

Q70. Specs 10 11 00 VISUAL DISPLAY UNITS calls for marker boards @ rooms 233 & 234, however Key note A8 on drawing A102 state that marker boards are NIC. Please confirm.

A70- Marker boards are N.I.C.

Q71. Please provide detail A1/A372 which is called out by Key note A9 on A-102.

A71-There is no detail A1/A372, Disregard note. Please refer to other details associated with raised floor system.

Q72, Please provide height and specification for the corner guards call out by key note A15 on drawing A101, also confirm that corner guards are not required else than at identified columns.

A72- 12’ high, all outside corners within designated rooms shall receive corner protections. See attached specification.

Q73. Please confirm that the large pendant lights depicted on drawing A131 in rooms 112, 122 & 126 but not shown on E101 are graphical typo.

A73-This is destratification fan, not a pendant light. Note will be revised. See mechanical drawings for more info.

Q74. Please provide specifications for the motorized projector screens called out by Key note #6 on drawing A132. Also, confirm that the same symbol for such screens depicted in rooms 203 & 226 but not identified by Key note #6 symbols are not required.

A74-Projector screens in rooms 203 & 226 are required. See attached specification.

Q75. Key note #7 on drawing A132 identify projectors being not in contract, please advise if any architectural prep work is required at these locations other than the electrical receptacle and AV junction box.

A75- Projector is N.I.C. However, based on the projector installation requirement, there may be architectural prep work required.

Q76. Please provide specifications for the roof fall protection system referred to on key note E24 on drawing A151.

A76- See attached specification.

Q77. Please provide specifications for the ANG Seal called by key note E24 on drawing A201, also provide a detail on how to attach the seal to building and to what as there is a curtain wall behind it.

A77- See response to Question #15.

Q78. Batt insulation is called out as R-13 min on various sheets, however on A602 exterior door details call for R-19, please clarify which to follow.

A78- R-13 min.

Q79. Please name the connectivity manufacturer solution (copper & fiber) if a specific one is required on this project.

A79- See response to Question #55.

Q80. Key Note 35 on Drawing T-601 states “Fiber Optic Demarcation Equipment. OSP Fiber and 600 Pair Commercial Feed. See ES-101 for additional information”. Should the work on ES-101 be included in our proposal? If so, what type of cable (Loose tube or Ribbon) & type of Multimode Fiber (OM1, OM2, OM3 or OM4) should be priced? Can it be done during normal business hours? Also where detail 35 points to on drawing T-601, no termination equipment is shown. Clarification is needed

A80- See response to Question #56.

Q81. On drawing ES-101, for work of key note ES2, who is required to supply and install the primary cabling and terminations?

A81- See response to Question #57.

Q82. Please provide size and specifications for the Manholes X & Y depicted on ES-101.

A82- See response to Question #58.

Q83. Specification 263214, section 1.2.1. mentions a fin-tube heat exchanger type along with section

2.7.2. However, sections 1.2.4 and 2.8 mentions a generator set enclosure and sound limitations. Please clarify if an indoor heat exchanger cooling system is required or an outdoor sound enclosure is required for the specified generator set.

A83- See response to question 40.

Q84. Drawing E-601 specifies a 500 gallon diesel fuel tank for 24 hour run time. A 100 kW diesel generator set fuel consumption is 8.9 gph at full load, therefore, a 500 gallon tank would far exceed 24 hour run time. Please clarify the fuel tank size, is a 24 hour tank required or a 500 gallon tank required?

A84- See response to Question 41

Q85. Drawing E-601 specifies a 480/277V generator set, however, specification 263214, section 1.2.1 specifies a voltage of 208 volt. Please clarify the generator set voltage.

A85- See response to Question 42.

Q86. Drawing E-601 calls for “Integrated 300A generator/loadbank connection cabinet”. Is this a circuit breaker connection for a temporary load bank? Is Camlock connections required? Please clarify what is required and provide detailed specifications.

A86 – See response to Question 43.

Q87. Please confirm that the generator will have to be load tested onsite with 0.8 power factor reactive load bank per specification sections 3.6.2.2 and 3.6.2.3.

A87 – See response to question 44.

Q88. Please advise if MC cable with an insulated ground wire is acceptable for use on the branch wiring devices concealed within the walls and ceiling.

A88- MC Cable prohibited for use of branch wiring devices concealed within the walls and ceiling per Design Narrative and UFC 3-520-01 Section 3-6.2.2 Table 3-1.

Q89. YKK performed a pre-bid analysis on all the elevations shown on A-622 and A-623. See attached report. YKK feels based on the current blast criteria and specifications, for elevations Type B and C on A- 622, the storefront products specified are not going to be sufficient, and curtainwall should be used.

Please advise.

A89 – A curtain wall system can be used as substitution to the prescribed storefront systems if required by the contractor selected glazing manufacturer. The glazing system shall conform to all specified performance requirements, including the blast design criteria.

Q90. The Subfactor 1 Experience & Capability in the solicitation calls for providing the experience of Key personnel i.e. Project Manager, SSHO, QC Manager & Superintendent. Whereas the specification section

01 35 26 states that the SSHO may also serve as the Quality Control Manager. The SSHO may also serve as the Superintendent. Kindly Clarify If the SSHO can be both the Superintendent and the QC Manager? If yes, can we just provide the resume of the project manager & the SSHO/QC/Superintendent as a part of technical proposal.

A90- See response to question 12

Q91. Key note ES17 on drawing ES-101 calls for “DIRECTIONAL BORE UNDERNEATH STREET.”

However, specification sections 33 71 02 & 33 82 00 doesn’t specify what is the product pipe being installed for the bores.

A91- See response to Question #57.

Q92. Key note ES18 on drawing ES-101 is not clear to where the services to be extended, also the marking is pointing to an unidentified existing building.

A92- ES18: EXTEND FROM MANHOLE A: 50 PAIR COPPER AND 1-24SM/12MM TO

EXISTING BUILDING 250.

Q93. Finish plans and specs both call for Bid option #1 epoxy finish of concrete floors in storage areas, however there is no specification for the base bid finish.

A93- Sherwin Williams – Armorseal 1K – Protective and marine coating. Sheen, gloss. Abrasion resistance and good chemical resistance.

Q94. Specification section 07 42 63 COMPOSITE ALUMINUM PANEL ASSEMBLIES calls for “Basis of design for wall panel assemblies is ACM/MCM Facade Systems as manufactured by benchmark by Kingspan.” Kingspan façade system can only be installed in conjunction with Kingspan Karrier panels, while the plans depict a typical weather wall.

A94- Disregard B.O.D. Benchmark by Kingspan and provide ACM/MCM panel as depicted in the drawings and the specifications. Alpolic CNC Charcoal.

Q95. For bid planning purposes, please advise if you are contemplating extending the bid as previous RFI’s are not answered yet.

A95. The proposal due date will be extended.

Q96. Thyssen Krupp is the specified manufacturer for the elevator for this project. Due to the variations in the specification, Thyssen Krupp has decided not to bid this project. Kindly provide another basis of design/manufacturer that we can reach out to for pricing.

If not can we quote the Thyssen Krupp specified Endura product. Kindly Clarify.

A96- Thyssen Krupp is B.O.D not a sole source manufacturer. Identify the Thyssen Krupp list of specification variations so we can review for consideration of adjusting the specification. Contractor can issue specification to other manufacturers who can quote their comparative systems. Contractor attention to the engineered power requirements is critical for any final system that is procured.

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 04-Jun-2019 04:00 PM to 14-Jun-2019 03:00 PM.

The number of offeror copies required has increased by 2 from 1 to 3.

CLIN 0001

The CLIN extended description has changed from:

Non personal services: Provide all plant, labor, new and current material, transportation, tools, equipment, appliances, supplies, services, permits, insurance and supervision necessary to Construct Security Forces and Communication Training Facility in accordance with specifications and drawings dated October 31, 2018.

To:

Non personal services: Provide all plant, labor, new and current material, transportation, tools, equipment, appliances, supplies, services, permits, insurance and supervision necessary to Construct Security Forces and Communication Training Facility in accordance with revised specifications volume 1 and 2 dated May 31, 2019 as well as drawings dated October 31, 2018 with exception of sheet C-504 which is dated 05/29/2019.

(End of Summary of Changes)