Amendment 0008.pdf

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Repair Failing (CI58) Submarine A School Building 488, New London CT
Solicitation number
N40085-20-R-0034
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This document provides an amendment to a solicitation for the repair and renovation of Building 488 at the Submarine School in New London, Connecticut. The Navy is seeking general construction services including upgrades to fire protection, interior finishes, electrical, HVAC, plumbing and exterior enclosure systems. The amendment extends the response deadline to April 6th, 2020 and provides responses to contractor questions for clarification. Details requested include specifications for new windows and roofing materials, scope definitions for mechanical and electrical work, and allowances for treatment of unforeseen conditions like rock removal or fire caulking of existing penetrations.

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Other files

File Type Posted
19095 SKS-001.pdf PDF
Amendment 0009.pdf PDF
02 03 44.pdf PDF
B488_ELMR_Antenna_SOW_NAVFAC.docx DOCX document
Attachment F - Price Proposal Form REVISED.docx DOCX document
Amendment 0007.pdf PDF
Amendment 0006.pdf PDF
06 20 00.pdf PDF
Amendment 0005.pdf PDF
Amendment 0004.pdf PDF
20R0034 Site Visit Log 2.pdf PDF
Amendment 0003.pdf PDF
20R0034 Site Visit Log.pdf PDF
Amendment 0002.pdf PDF
1600393dwg07of11-FIRE ALARM - corrected.pdf PDF
Amendment 0001.pdf PDF
1600393dwg02of11-CIVIL.pdf PDF
Attachment C - Construction Experience Project Data Sheet.docx DOCX document
Attachment A - Pre-Proposal Inquiry Log Template.xlsx XLSX spreadsheet
1600393dwg11of11-ELECTRICAL.pdf PDF
1600393dwg07of11-FIRE ALARM.pdf PDF
1600393dwg08of11-FIRE PROTECTION.pdf PDF
1600393dwg10of11-MECHANICAL.pdf PDF
1600393spec01of02.pdf PDF
1600393dwg06of11-LIFE SAFETY.pdf PDF
1600393dwg09of11-PLUMBING.pdf PDF
Attachment D - Past Performance Questionnaire.docx DOCX document
Attachment B - SECNAV_5512_1_11787-One Day Past Request.pdf PDF
Attachment F - Price Proposal Form.docx DOCX document
1600393dwg05of11-INTERIORS.pdf PDF
1600393dwg03of11-STRUCTURAL.pdf PDF
1600393spec02of02.pdf PDF
1600393dwg01of11-GENERAL.pdf PDF
20R0034 Solicitation.pdf PDF
1600393dwg04of11-ARCHITECTURAL.pdf PDF
Attachment E - Small Business Subcontracting Plan.docx DOCX document
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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

DESIGN-BID-BUILD, REPAIR FAILING (CI 58) SUBMARINE A SCHOOL BQ 488, NEW LONDON, CT

Extend the proposal due date from 02 April 2020 to 06 April 2020

SEE SF 30 BLOCK 14 CONTINUATION PAGE

Contract POC: Rachel Honecker; rachel.honecker@navy.mil; 757-341-1652

1. CONTRACT ID CODE PAGE OF PAGES

J 1 25

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

16C. DATE SIGNED

BY 30-Mar-2020

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 N4008520R0034

X 9B. DATED (SEE ITEM 11)

14-Feb-2020

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

30-Mar-2020

CODE

NAVFAC MID ATLANTIC

ACQUISITION CORE

9324 VIRGINIA AVENUE

NORFOLK VA 23511-3095

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008520R0034

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:

AMENDMENT 0008

The purpose of this Amendment is to provide the following:

1. Extend the proposal due date from 02 April 2020 at 2:00 PM EST to 06 April 2020 at 2:00 PM EST.

2. Response to PPIs.

3. Attachment F – Price Proposal Form REVISED.

4. Document B488_ELMR_Antenna_SOW_NAVFAC

Reference

Question Response Page Section Paragraph

General

The Fire Alarm Drawings on SAM.BETA.GOV - 1600393dwg07 of 11- Fire Alarm is corrupt.

Please re issue the drawings.

Please see Amendment 0001.

2 01 11 00 1.2.1.b

14 Bid Options are lists but SF1442 has no Bid Option Line Items, please provide an SF1442 with Bid Options.

Please utilize Attachment F - Price Proposal Form REVISED.

2 011100 1.2.1.b

Bid Option descriptions 7,8,9,10,11,12 do not match the Bid Option Descriptions in Attachment F- PRICE

PROPOSAL FORM.

Please advise.

Please utilize Attachment F - Price Proposal Form REVISED.

2 011100 1.2.1.b

Bid Options 13 and 14 are not indicated on Attachment F - PRICE

PROPOSAL FORM.

Please advise.

Please utilize Attachment F - Price Proposal Form REVISED.

Because this facility is owned by the United States Federal Government, and is utilized as an Education facility, we understand that Unified Facilities Criteria (“UFC”) 3-520- 01 and Unified Facilities Guide Specifications (UFGS) Section 26 05

19.00 2.1.3.1 shall apply for purposes of competitive bidding and project execution. To ensure that the project is bid and constructed in accordance with the applicable regulations and requirements, please confirm that UFC 3-520- 01 and UFGS 26 05

19.00 2.1.3.1 shall apply to this project. Specifically, please confirm that bidders are permitted to utilize the type(s) of material(s) described in UFC 3-520-01 and UFGS 26 05 19.00 2.1.3.1 applicable to their scope of work despite any potentially contradictory provisions in the design plans and specifications.

UFGS Section 26 05 19 is an Army exclusive specification and does not apply to this project. The applicable specification that covers allowable conductor material types is Section 26 20

00 INTERIOR DISTRIBUTION

SYSTEM subsection 2.5 WIRES AND CABLES and its subparts.

1. For clarification- bldg.488 is not an educational facility, it is a dormitory building.

2. Section 26 20 00 -Interior Distribution System par. 2.8 Wire and Cables specifies the wiring materials that are also specified in Section 26 05 19.10 10 - Insulated wire and cable. Per the NAVFAC comments, duplication of any product specification shall be avoided.

Based on the NAVFAC recommendations, the section 26 05

19.10 10 (section for the US Army projects) has not been included. Bidders shall utilize wiring materials as specified in Section 26 20 00.

3. The guidelines of UFC3-520-01 apply to this project. Bidders may utilize materials as described in UFC, but in coordination with the specific product requirements stated in the project specification 26 20 00. As an example, although UFC par.3.6.3 – Conductors allows to use aluminum wires, but the specification and plans require all conductors be copper.

6 08 11 16 2.1

Can you please provide manufacturers, item numbers, and any other info for existing doors, frames, and hardware?

locks are Kabba locks model KR30-U26, Closer - Corbin Russwin 236N 464F35- C

4 14500 1.5.1.1

The responsibilities of the QC manager is unclear. It appears that part of the paragraph calls for the QC manager also to function as SSHO.

However, later in the section it states that the QC's only job is to manage quality control activities. Can the QC manager be the SSHO or Superintendent or does the QC manager need to be a separate full time employee on the job site?

Please disregard the following statement from Section 01 45 00.00 20 Subsection

1.5.1.1 Duties ...", and to serve as the Site

Safety and Health Officer (SSHO) as detailed in Section 01 35 26

GOVERNMENTAL SAFETY

REQUIREMENTS." Please Refer to Section 01 35 26 Sub Section 1.7.1.1 Site Safety and Health Officer (SSHO).

Neither the Superintendent nor the Contractor Quality Control Manager may serve as the SSHO. Additionally, the QC Manager may not dual hat as the Project Superintendent and must be a separate full time employee who is not subordinate to the Project Superintendent or the Project Manager.

11 15000 3.6.1

Please confirm that contractors need to include a separate trailer with functioning bathroom for GOVT use.

There is no need for the contractor to provide a separate trailer for GOVT use.

13 28200 1.5.1

Please confirm the Private Qualified Person needs to be a 1st tier subcontractor of the General contractor. Does this person need to be on site full time during asbestos abatment/Lead/Mold activities?

The PQP must be appropriately licensed in the State of Connecticut as a Project Monitor. The PQP and the asbestos contractor must not have an employee/employer relationship or financial relationship which could constitute a conflict of interest. The PQP must be a first tier subcontractor. The person needs to be on-site during full time during asbestos abatement/Lead/Mold activities.

9 28300 1.5.1.5

Does the Certified risk assesor need to be employed directly by the general contractor or can this person be employed by the abatment contractor?

The Certified Risk Assessor must be an outside third party.

Please confirm there is no standing seam roofing in the base bid.

Confirmed

06 20 00

Can you please provide specifications for section 062000 as the sections jump from 061000 to

NAVFAC SPEC SECTION ATTACHED

06616. Please advise.

P-601 and A-

The architectural and finish drawings appear to show a shower that has a pre-manufactured base.

The plumbing schedule on P-601 doesn’t appear to specify a pre-manufactured unit. It specifies the shower head, and shower arm but not the actual shower.

The Finish legend on I- 110 calls out Acrylx shower walls but nothing for the base. Please confirm the shower units are in fact pre-manufactured units and not tile.

See Specification Section 22 00 00.

I-111

The finish schedule has MB-1 listed for base in various rooms. MB-1 doesn’t appear on the Finish legend on I-110.

Please advise

MB-1 is an error. Replace all instances of MB-1 with RB-2.

A504

Please reference detail C3 on A-504. Please confirm the 2 new plates being added to the windows are just large enough to cover existing operable hardware and that these plates are not continuous.

Are there 2 plates per opening or per window?

Plates are just big enough to cover the existing operable hardware. Two plates per operable vent as indicated in the exterior elevations on A-201 and A-202.

A504

Pease reference detail A3 on A-504.It appears the existing window sills blocking is existing to remain. Please confirm contractors need to install a new aluminum sill cover at berthing unit window sills.

Confirmed. Existing window and blocking to remain, aluminum sill cover to be replaced.

A-602

Drawing A-602 shows multiple window options.

Bid option 6 is to fully replace existing windows and spandrel glazing.

There does not appear to be any window schedule showing window sizes.

The drawings call for contractors to verify in field. Giving that this is a competitive bid it is not possible to field verify all dimensions. The existing exterior elevations do not show enough information to accurately price entirely new windows and frames. Please advise.

Typical replacement windows are 6'-0" wide by 5'-0" high, typical spandrel glass windows are either 16'-8" x 5'-0" (three panels between windows) or 2'-4" x 5'-0" (single panels between windows).

Quantities as shown on exterior elevations. Verify exact dimension in the field.

A-602

Please confirm the window glazing replacement is limited to the 3 openings shown as W1A and W1B on the exterior elevations.

Confirmed.

85113

Do the new windows in bid option 6 need to be blast resistant? The specs reference the Anti Terrorism standards but do not specifically call for a specific grade.

Please confirm the existing exterior wall assembly can support blast requirements, if applicable.

New windows in bid option 6 are required to meet UFC 4-010-01 2018 Standard 10. Blast resistance is not required.

S-003

The documents show contractors cutting out the existing CMU wall that the berthing room toilets currently utilize.

To access the existing piping contractors have to chip out an approximate 2' area of the existing wall. This work is shown on S-001 and throughout A drawings. Drawing S- 001 states that contractors are responsible for shoring as required. For bidding purposes can contractors assume that cutting out a 2' area behind the toilets will not require shoring. Or does the engineer anticipate a need for shoring at these locations?

The condition of the masonry wall and work sequence is unknown. For bidding purposes, shoring is to be carried.

83100

Please reference section

2.4 Please clarify whether

or not the access doors in gypsum ceilings are GRG or metal. The specification references both.

Access doors in gypsum ceilings are to be GRG type.

Existing Conditions

During the site walk through there appeared to be various existing conditions regarding fire caulking. There are general notes in regards to patching existing conditions. Please confirm that fire caulking existing penetrations that were not properly fire caulked are not apart of the pricing at this time. If fire caulking existing conditions are apart of this contract can an allowance be established for dealing with this as it is impossible to quantify during bidding.

Include 300lf of 1/2" fire rated sealant.

Provide a unit cost for additional fire rated sealant by linear foot per the revised bid schedule.

Existing Conditions

Can an allowance be established for infilling CMU and drywall walls after the demolition of existing MEP systems. It is impossible to quantify during the bidding phase.

Include 20sf of infill for CMU partitions.

Include 256sf of infill for drywall partitions. Provide a unit cost for additional CMU infill and for drywall partition infill per the revised bid schedule.

A-504

Detail A3 calls for operable vents to be infilled with aluminum panels. Please clarify the location and quantity of these operable vents that need to be infilled.

The following note on A3: "AT

OPERABLE VENTS, FIX IN PLACE

WITH (2) ALUM. PLATES AT

BOTTOM INTERIOR OF SASH" is referencing the condition shown in detail C3/A-504. No vents are to be infilled with aluminum panels.

A-204

Please clarify what the X shaped items are constructed of on B4 and A4 on A-204. It appears they are to be STL-1 which is a stainless steel sheet. However, the finish legend states that STL-1 is only applicable at the reception desk.

Please advise.

Those are to be the stainless steel sheet, STL-1, 6" wide as shown on the elevations

7 of 50 SF1442

Reference is made to Factor 1, Corporate Experience

1. Size/Scope paragraph identifies acceptable experience to be that of a renovation of at least 50,000 SF within a multi-story exsting building.

Given that the BQ488 project does not require structural revisions, that demolition scope is predominately limited to interior finishes, that existing plumbing, mechanical and electrical rough are mainly remaining in place, it is requested that New Construction projects of similar description also be deemed acceptable (in addition to renovations) for the five (5) relevant construction projects to be submitted to demonstrate experience.

With this revision, the Navy will benefit with additional proposal participation,greater ci pricing and expanding support for Small Business prime contractor participation.

The size/scope past performance requirements will stay as is.

2. Under the Complexity experience paragraph, one of the required experience factors is "mold abatement".

Review of Appendix A - Hazardous Material Report (Vol. 2 specification) does not contain mold testing results or remediation requirements. Since mold remediation is not part of the scope, it is requested that "mold abatement" be removed from the Complexity factor for corporate experience.

See AD101 note 27 and Specification Section 02 85 00.

6 08 11 13 2.7.4

Specification mentions Terminated Stops but does not denote them anywhere and there is not a frame elevation showing them. Are they required?

There are no terminated stops on the project.

8 08 11 13 2.11

Specifications have both primed and factory applied enamel finish for doors and frames. What is required?

Doors should be factory-primed.

6 08 71 00 2.3.5.1

Specification mentions high security keyways but does not designate any specific areas. Are any required?

There are no high security keyways as part of the scope of the project. None required.

18 08 71 00

HS-19 refers to Door N 102A as a pair. Plans show door as a single leaf. 4'-4" x 7'-8" is a custom width. Please advise what is correct?

Door N-102A is intended to be a single door with a custom width to match the existing masonry opening width.

A601

Please advise what type door is BUA?

BUA is the Berthing Unit Toilet Room door. Door Type F, wood with plam finish.

The detail for the vanity units at the berthing units calls for an undermount sink at the solid surface counter. The plumbing schedule calls for a wall hung unit. Please advise the correct sink type.

See Plumbing Schedule on P-601 calling for undermount sink.

06 61 16

The plan C4/A-403 calls for prefab acrylic shower unit. The finish schedule calls for Aquatic Bath Acrylx arcylic surface unit. The spec 066116 solid surface fabrications call for 1/4" thick solid surface panels with shampoo shelves and panel trim. Please advise which is correct.

The shower units are prefab acrylic and information in specifications regarding solid surface is incorrect.

Please provide existing keyway information and cylinder models. Please provide manufacturer and model of mortise locks and closers to be matched.

locks are Kabba locks model KR30-U26, Please provide manufacturer and model of mortise locks and closers to be matched.

locks are Kabba locks model KR30-U26, Please provide PLAM finish to be matched for new doors.

Use the Formica Colorcore2, Color:

Folkstone #927C-58, Matte Finish for the plam doors inside the berthing units.

Please verify that all mortise locksets need to be Marine Grade 1, non-ferrous as listed in specs.

Confirmed.

C-102

Please reference sheet C- 102 Note 11. Please confirm that contractors are to assume ledge removal at any depth over 12". Please confirm contractors shall assume rock removal for the entire length of drainage piping and man holes shown on C104. Please confirm ledge removal needs to be included at all exterior concrete stairs with full depth foundations.

Contractors should assume ledge or hard rock will be encountered at 12” below grade. Most walkway sections are at grade or will require fill, and rock removal is not expected at these locations. Assume rock removal after 12” below grade for drainage piping and structures and for the exterior concrete stair foundations.

142200

Is the existing elevators manufacturer known?

The existing elevator equipment was engineered in 2003 and installed in 2004 by General Elevator of Hartford. The systems and components are original equipment manufacturers (OEM)

– predominantly Hollister Whitney and Elevator. The machines are Hollister Whitney geared traction machines and are still supported by the manufacturer Controls Corporation

Drawing S-001 shows a masonry wall patch where the new plumbing risers are going. The size of this penetration is not sufficient to access the plumbing chase. The demolition drawings do not show us demolishing any of the existing masonry walls shown between the units.

Contractor will likely have to cut a sizable hole in the existing masonry wall to properly run new domestic lines. Can a detail be provided to show the extent of the demolition and masonry rebuild, above that shown on S-001?

See attached sketch SKS-001. This detail supercedes detail A4/S-001. Inaddtion see attached specification section 02 03 44 - SHORING. This specification section is to be added to the project and added to the Specification Table of Contents.

When is the anticpated start date?

The building is currently vacated and ready to be renovated. Start date is dependent on award date, contractor bonding, and up to the ktr after that.

310000, 329223

Spec Sections 310000 and 329223 call for spreading topsoil to a thickness of 8". Section 312300, 3.10.2 says to provide 4" of topsoil.

Which is the correct thickness of topsoil to be spread?

8"

96723.13 3.1.4

Please clarify specification and walnut shell aggregate.

Revise the first sentence in the third paragraph in section 3.1.4 to read: "Use rotating paddle-type masonry mortar mixers for approved aggregates and color pigments into the epoxy resin binder."

Strike the second sentence in the third paragraph in section 3.2.2.

A403

Ceramic Wall @ Unit Bathrooms. Drwg. A403 Elevations B1—B4.

Finish Legend shows SW-1 Shower Wall Panels and Ceramic Wall.

Elevation B1 appears to show what I assume is a Prefab Wall Panel which is fine but if you then refer to Elevation B2 you will see Ceramic tile extending into the Shower.

Are Unit Shower Floors/Walls are Prefab Acrylic Units “By Others” NO Ceramic Floor or Wall. Please Advise

Elevation B2 is showing the wall outside of the shower, not within the shower.

Showers are prefab acrylic walls and floors

Solicitation 3.2

Is the price proposal required on the CD-ROM or is a paper copy acceptable.

Please refer to Page 7 of the solicitation.

Option 5 CLIN 0006 includes "additional replacement of mechanical equipment in mechanical room".

Drawing G-003 refers to what appears to be the first floor mechanical room and refers to mechanical drawings.

The pricing schedule and summary of work indicate to refer to mechanical drawings, however there does not appear to be a distiction of which equipment is to be replacedunder base bid versus 4 option 5. Please clarify scope of base bid and option 5.

Bid Option 5 has been removed from the project. Provide Mechanical and Plumbing scope per drawings and specifications.

Specification 220583.63 is provided and refers to "cured in place pipe lining". There is no indication on the bid drawings that this work is required. Please clarify if this work is 6 required and if yes, what is the

Specification Section 22 05 83.63 is not needed. Delete section. Delete section from specification TOC.

scope.

Is it a requirement to utilize the existing building HVAC controls vendor/subcontractor? If yes, please provide their name.

There are two DDC systems in B488.

Environmental Systems Corporation (ESC) did a Retro Commissioning of the building a few years ago for the major mechanical equipment and DOAS system. The berthing rooms are on a separate system that uses older KMC controls.

The ESC system should stay intact and the KMC controls replaced. The replaced KMC controls should be integrated into the ESC front-end so that the DDC system for the entire facility is accessible from a single laptop. ESC is an “approved” controls contractor; however, bidding contractors are allowed to use other control vendors or subcontractors that can meet the criteria.

HVAC

Controls

On plan M704, the ERU controls diagram shows space CO2 sensor associated with each

ERU.

The ERUs serve FCUs, are each FCU to have a space CO2 sensor?

There is to be one CO2 sensor on each of the 2nd, 3rd, and 4th floors of each wing and a CO2 sensor in the Quarter deck.

Bldg

Automation

Is the Building Automation System to monitor space relative humidity at each FCU?

No- Humidity sensors are not part of this project

General

On plan M704, the ERU controls diagram shows space CO2 sensor associated with each

ERU.

The ERUs serve FCUs, are each FCU to have a space CO2 sensor?

Is the Building Automation System to monitor space relative humidity at each FCU?

There is to be one CO2 sensor on each of the 2nd, 3rd, and 4th floors of each wing and a CO2 sensor in the Quarter deck.

The BAS does not monitor space relative humidity.

C-102 310000

Spec Section 310000 and Notes on Drawing C-102 say to assume ledge and/or hard rock will be encountered 12" below grade. Is this condition to be assumed for underground work within the existing building?

Assume ledge or hard rock at 12” below grade within existing building.

C-102 310000

Spec Section 310000 and Notes on Drawing C-102 say to assume ledge and/or hard rock will be encountered 12" below grade. CLIN 0001AI calls for including 2200 cubic feet of ledge removal. Are we only to include the 2200 cubic feet of ledge in the proposal, or is this CLIN meant for payment of rock above and beyond what is encountered 12" below grade?

It is assumed 2200 CF of rock will be encountered to accomplish the scope of work described in the contractrual documents. A unit cost along with this amount should be provided in the event additional ledge is encountered

A-400

Please provide specification for the medicine cabinet.

Medicine cabinet is millwork. Details are in the documents. See also Specification Section 06 20 00.

Who is the manufacture of existing building controls?

Existing controls are by ESC- Environmental Systems Corporation

The specs reference interior and exterior signage, however, I could only locate drawings for the interior. Is the

There is no exterior signage.

exterior part of your scope?

M704

M704 the ERU controls diagram shows space CO2 sensor associted with each RTU. The ERUs service RCUs, are each FCU to a space CO2 sensor?

There is to be one CO2 sensor on each of the 2nd, 3rd, and 4th floors of each wing and a CO2 sensor in the Quarter deck.

Is the Building Automation System to monitor space relative humidity at each FCU?

No- Humidity sensors are not part of this project

07 61 15.00

2.1.1.1 &

2.1.1.5

Please see attached page

10. No manufacturer makes a 24” wide panel with a 3” vertical leg in .040 aluminum. Please advise.

Revise sentence in paragraph 2.1.1.5 to read as follows: Panels must be 16" inches wide with a minimum 2" high vertical legs and two 0.37 inch stiffening ribs at 4 inches on center between the \legs to minimize oil-canning and telegraphing of structural members.

2 11100 1.2.1

Spec section 01 11 00 Summary Of Work has a project description with bid options 1 - 14 however there is no refrence to the options in the Solicitation or the contract drawings? Please advise if these Bid Options are in fact part to be of this project?

Bid options are part of this project. The phrase "Bid Option" does not appear in the contract drawings are specs, but specific bid option items should be apparent in the drawings and specs

P-601 / A-

C-4

Plumbing SH-1&2 shower schedule of on P- 601 indicates plumbing valve trim & floor drains only, while drawing A- 403 indicates pre-fabricated acrylic shower unit. If Plumbing is to provide a pre-fabricated shower stall, can a make & model be provided?

Showers are prefab acrylic walls and floors. See Specification Section 22 00 00.

220583

Please provide a detailed list of all systems and locations requiring Plumbing spec 220583.63 Cured-In-Place Pipe (CIPP) Lining.

This specification section is not needed.

Delete section. Delete section from specification TOC.

076115.00

2.1.1.1, 2.1.1.5

According to our roofing subcontractor, there is no manufacturer that makes a 24" wide metal roof panel with a 3" vertical leg and 0.040 minimum thickness. Please provide clarification or name of a manufacturer that will meet the specification 4 requirements.

Revise sentence in paragraph 2.1.1.5 to read as follows: Panels must be 16" inches wide with a minimum 2" high vertical legs and two 0.37 inch stiffening ribs at 4 inches on center between the \legs to minimize oil-canning and telegraphing of structural members.

Are Fire Extinguishers, cabinets or brackets furnished by the Government?

Brackets are furnished by the contractor, fire extinguishers themselves are to be furnished by the government.

3, Attachment F

00010 Solicitation

Contract Form

The Attachment F: Price Proposal Form breaks project pricing out over 14 different CLIN Items, however on Page 3 of the solicitation ITEM NO 0001 only gives one location to fill in a price amount. Will the Solicitation Contract Form on Page 3 of the solicitation be updated to include all CLIN Items?

If not, what item pricing will we be filling into the one ITEM NO 0001 line on page 3 of the Solicitation Contract Form?

Please see Attachment F - Price Proposal Form REVISED.

076115.00

2.1.1.1, 2.1.1.5

In regards to the standing seam roofing, no manufacturer makes a 24” wide panel with a 3” vertical leg in .040 aluminum. Please advise.

Revise sentence in paragraph 2.1.1.5 to read as follows: Panels must be 16" inches wide with a minimum 2" high vertical legs and two 0.37 inch stiffening ribs at 4 inches on center between the \legs to minimize oil-canning and telegraphing of structural members.

Please provide as-builts for the existing ductwork and piping since this all needs insulation stripped and replaced.

Existing conditions are shown on the Mechanical demo drawings. No comprehensive as-builts exist but the latest renovation drawings from 2004 are attached.

30 of the solicitation

00700- Contract Clauses

Clause 52.222-62

Clause States Executive Order 13706 - Paid Sick Leave must be enacted for all federally funded projects. It is understood that this project will be subject to the Davis Bacon Act and wage rates however it is unclear as to how this will be applied to Union Laborers that would be contracted to work on thsi project. Please Advise.

22 of Specifications Volume 1of 2

SECTION

01 11 00 b

While reviewing paragraph B in section 01 11 00 of the Specifications, the Bid Options 1-14 listed do not match the Bid Options and discriptions listed on Attachment F: Price Proposal Form. The Price Propsal Form says Option 8 not Used however Option 7 differs between the Specifications and Attachment F. Please advise which options are correct or provide an updated list of Correct Options.

Please see Attachment F - Price Proposal Form REVISED.

Kokolakis Contracting Herby request a two week bid extension for Submarine School BQ 488 Renovation. Much has happened in the last 24 hours regarding COVID-19, with the vast majority of local schools closing next week is making the logistics on submitting a complete, comprehensive and competitive proposal next week difficult to many involved in the RFP process.

Please see Amendment 0006.

Attachment

F

CLIN 0014

Can a specification and narrative be provided for the work to be accomplished for CLIN 0014? The information is too vague to accurately quote.

CLIN 14 Option 12: In lieu of roof replacement, north roof to receive a Silicone Roof Coating Restoration System, Gaco Flex S20 series or equivalent. GC to coordinate new roof penetrations required by MEP work prior to roof coating.

13 of 50 SF1442 4.2.1

Given the difficulties due to the coronavirus situation, we are requesting that the Government consider receiving proposals electronically in lieu of hard copies. In addition, flying an employee to Norfolk Naval to deliver our proposal is now difficult at best and if we mail it prior to the bid date, the Government will not receive the most advantageous pricing.

Please see Amendment 0006.

Drawing S-001 shows a masonry wall patch where the new plumbing risers are going. The size of this penetration is not sufficient to access the plumbing chase. The demolition drawings do not show us demolishing any of the existing masonry walls shown between the units.

Contractor will likely have to cut a sizable hole in the existing masonry wall to properly run new domestic lines. Can a detail be provided to show the extent of the demolition and masonry rebuild, above that shown on S-001?

F

CLIN 14 Option 12 Seal North Roof in Lieu of Replacement. There are no specifications and no details for the roof sealing system. Please provide.

CLIN 14 Option 12: In lieu of roof replacement, north roof to receive a Silicone Roof Coating Restoration System, Gaco Flex S20 series or equivalent. GC to coordinate new roof penetrations required by MEP work prior to roof coating.

F

CLIN 6 Option 5 requests pricing for "Replacement of additional mechanical equipment". There are no details, information in the specification nor on the drawings that indicate additional equipment for replacement. Please advise.

Bid Option 5 has been removed from the project. Provide Mechanical and Plumbing scope per drawings and specifications.

Mech Dwgs

The drawings show the sanitary waste and vent risers to the pint where they exist the ground as ETR, but they show removing the fittings where the horizontals meet up to the verticals.

This probably will not work this way. Also not sure of the condition.

Should they be replaced with new while the walls are open? Please advise.

Include replacement of five fittings. At the other locations the fittings can remain and the pipe can be connected there.

118 22.05.83.63 2.1

Please clarify what, if any, pipe on this project requires cured in place pipe lining. Typically, CIPP lining is done on existing below grade, exterior pipes. This specification implies that new domestic, existing drain, steam, ventilation and wastewater piping in the building all require new cured in place pipe lining. PLease advise

Specification Section 22 05 83.63 is not needed. Delete section. Delete section from specification TOC.

11 15000 3.6.1

Please confirm that contractors need to include a separate trailer with functioning bathroom for GOVT use.

There is no need for the contractor to provide a separate trailer for GOVT use.

13 28200 1.5.1

Please confirm the Private Qualified Person needs to be a 1st tier subcontractor of the General contractor. Does this person need to be on site full time during asbestos abatment/Lead/Mold activities?

The PQP must be appropriately licensed in the State of Connecticut as a Project Monitor. The PQP and the asbestos contractor must not have an employee/employer relationship or financial relationship which could constitute a conflict of interest. The PQP must be a first tier subcontractor. The person needs to be on-site during full time during asbestos abatement/Lead/Mold activities.

9 28300 1.5.1.5

Does the Certified risk assesor need to be employed directly by the general contractor or can this person be employed by the abatment contractor?

The Certified Risk Assessor must be an outside third party.

I-111 Roof Finish

Shedule

The Room Finish Schedule on I-111 references Base Finish MB-1 that is not identified on the Finish Schedule Legend I-110.

What is MB-1, please advise.

The Room Finish Schedule should be revised to read Base Finish RB-2.

Abatement

The asbestos report does not tell the full composition of the roof assembly (Core) for each section. Is there more information than the asbestos report? Please advise.

Existing flat roof composition: 2-ply modified bituminous roofing system with vapor retarder, see detail C4/AD501.

AFTER A REVIEW OF

THE DRAWINGS , WE

SEE THE DRAWINGS

FOR I.T.(VOICE/DATA)

DIV 27 AND

SECURITY (ACCESS)

DIV 28 WERE NOT

PROVIDED . WE

HAVE SPEC ON BOTH

SYSTEMS BUT NO

DRAWINGS OR

DETAIL.

See Security Legend on drawing E001 and drawing ET501 for electrified door diagrams and EP101ab for power at doors and EP101c for power at doors as well as EP102ab

Bid Option 5: Replace all Mechanical Room Equipment. Please confirm if Option 5 includes ALL HVAC equipment, piping, insulation, controls & demolition as indicated on M-402. Also please confirm if Option 5 includes all Plumbing equipment including water heaters SWH-1&2, booster pump DBP-1, ejector pump EP-1 and associated piping, insulation & demolition on P-401.

Bid Option 5 has been removed from the project. Provide Mechanical and

Please provide a detailed list of all systems and locations requiring Plumbing spec 220583.63 Cured-In-Place Pipe (CIPP) Lining.

This specification section is not needed.

Delete section. Delete section from specification TOC.

Plumbing SH-1&2 shower schedule of on P- 601 indicates plumbing valve trim & floor drains only, while drawing A- 403 indicates pre-fabricated acrylic shower unit. If Plumbing is to provide a pre-fabricated shower stall, can a make & model be provided?

Showers are prefab acrylic walls and floors. See Specification Section 22 00 00.

FP-001

Scope of

Work

The Fire Protection Scope of Work Note 11 states "The work also includes de-energizing and re-energizing the Sprinkler System on a daily basis". Please confirm if this daily procedure is required once the General Contractor takes possession of the building?

The sprinkler system will need be deenergized daily for each work area to reduce the chance of a live sprinkler being damaged during construction.

This is daily procedure required once the general Contractor takes over.

Bid Option 5:

Replacement of ALL Mechanical Room Equipment per Summary of Work 011100 1.2.1.b.

Bid Option 5 has been removed from the project. Provide Mechanical and

Replacement of

ADDITIONAL

Equipment in Mechanical Room per drawing note G-003.

Bid Option 5 has been removed from the project. Provide Mechanical and

Please confirm if intent of Bid Option 5 is to replace (1)existing 175ton chiller & (1)existing chilled water pump in mechanical room.

Bid Option 5 has been removed from the project. Provide Mechanical and

(1)existing outdoor cooling tower.

Bid Option 5 has been removed from the project. Provide Mechanical and any additional existing chilled water and condenser water piping.

Bid Option 5 has been removed from the project. Provide Mechanical and

Due to the increased risk of the Coronavirus (COVID-19) which has heightened security at military installations, limited subcontractor and supplier participation, and created logistical challenges. Will it be acceptable for the offeror to submit the proposal electronically by the due date and allow the original hard copies to follow in the mail the next business day? This will allow maximum subcontractor/supplier participation and ensure the best value to the Govt.

Please see Amendment 0007.

FP-001

Scope of

Work

Note 11 mentions de-energizing and re-energizing the sprinkler system daily. Is it the intent to do this while the ceilings are being replaced or only when applying protective covers?

The sprinkler system will need be deenergized daily for each work area to reduce the chance of a live sprinkler being damaged during construction.

2 & G-003 011100 1.2.1.b

Replacement of ALL Mechanical Room Equipment per Summary of Work 011100 1.2.1.b.

Bid Option 5:

Replacement of

ADDITIONAL

Equipment in Mechanical Room per drawing note G-003. A. Please confirm if intent of Bid Option 5 is to replace (1)existing outdoor cooling tower. B.

Please confirm if intent of Bid Option 5 is to replace (1)existing outdoor cooling tower. C. Please confirm if intent of Bid Option 5 is to replace any additional existing chilled water and condenser water piping.

Bid Option 5 has been removed from the project. Provide Mechanical and

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 02-Apr-2020 02:00 PM to 06-Apr-2020 02:00 PM.

(End of Summary of Changes)

File details come from the government source that posted it. Updated .