N4008526R00040007 SF 30.pdf

R

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication 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 NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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.)

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

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBE

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

Created On:

23 Jun 2026, 17:48 PM Greenwich Mean Time

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Block 14 (Description of Amendment/Modification): N40085-26-R-0004, Design-Bid-Build (DBB), P1102 WEAPONS MAGAZINE &

ORDNANCE OPERATIONS FACILITY, NAVAL SUBMARINE BASE, NEW LONDON, CONNECTICUT

SECTION SF30 BLOCK 14 CONTINUATION PAGE

ALL CORRESPONDENCE REGARDING THIS SOLICITATION SHALL BE DIRECTED VIA EMAIL TO ANGIE CLIFTON AT ANGELA.J.

CLIFTON2.CIV@US.NAVY.MIL.

This amendment is issued to incorporate the following:

1. Extension to the proposal due date

2. Provide continuation sheet updating drawings and specifications (Enclosed)

3. PPI Responses (Enclosed)

4. Applicable Clauses

5. Provide Updated Specifications (attached separately)

6. Provide Updated Drawings (attached separately)

7. Provide Revised Attachment H - Price Proposal Form (Rev2) (attached separately)

8. Provide Attachment Q - NRZ_Checklist-POAM_Items (attached separately)

9. Provide Attachment R - Geotechnical Investigation_Analytical Report (attached separately)

10. Provide Revised Attachment S - CT20260024 Wage Determination 18May2026 (attached separately)

Section 00 00 00 - Procurement and Contracting Requirements

The following changes have been made:

INFORMATION FROM TO

Response Due Date 25 Jun 2026 28 Jul 2026

Section 00 21 00 - Instructions

The following clauses were added:

FAR Clauses Incorporated by Reference

Number Title Effective Date Alternate/ Deviation

Variation Effective Date

52.215-1 Instructions to Offerors-Competitive Acquisition. (Deviation 2026-O0038) Feb 2026

Section 00 70 00 - Conditions of the Contract

Additional Information/Notes

The following clauses were added:

FAR Clauses Incorporated by Reference

Number Title Effective Date Alternate/ Deviation

Variation Effective Date

N4008526R00040007

52.249-2 Termination for Convenience of the Government (Fixed-Price). (Alternate I) Apr 2012 Alternate I Sep 1996

Section 00 73 00 - Supplementary Conditions

The following attachments were added:

ATTACHMENT Q - NRZ_Checklist-POAM_Items ATTACHMENT R - Geo Inv Analytical Rep ATTACHMENT S - UPDATED Wage Determination P-1102_Amend+0007_Drawings1of3 P-1102_Amend+0007_Drawings2of3 P-1102_Amend+0007_Specifications P1102_Amend+0007_Drawings3of3

SECTION SF30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

AMENDMENT 0007

This amendment is issued to incorporate the following:

1. Extension to the proposal due date

2. Provide a continuation sheet updating drawings and specifications (Enclosed)

3. Provide PPI Responses (Enclosed)

4. Applicable Clauses

5. Provide Updated Specifications (attached separately)

6. Provide Updated Drawings (attached separately)

7. Provide Revised Attachment H – Price Proposal Form (Rev2) (attached separately)

8. Provide Attachment Q – NRZ_Checklist-POAM_Items (attached separately)

9. Provide Attachment R – Geotechnical Investigation_Analytical Report (attached separately)

10. Provide Revised Attachment S – CT20260024 Wage Determination 18May2026 (attached separately)

1. Extend the proposal due date from 25 June 2026 to 28 July 2026.

2. Continuation sheet updating drawings and specifications

DRAWINGS:

ADD the following drawings under the corresponding discipline and drawing number. These drawings accompany this Amendment.

G-001 [12898114] COVER SHEET – ADDED SHEET

CE001 [12898115] CONSTRUCTION AND PLANTING NOTES – ADDED SHEET

CE100 [12898116] WETLAND MITIGATION PLAN-OVERALL – ADDED SHEET

CE301 [12898117] WETLAND MITIGATION PLAN AND SECTIONS – ADDED SHEET

CE501 [12898118] WETLAND MITIGATION DETAILS – ADDED SHEET

CE502 [12898119] WETLAND MITIGATION DETAILS – ADDED SHEET

On NAVFAC Drawing No. 12898114 (G-001) ADD drawing G-001 COVER SHEET as part of WETLAND MITIGATION package.

On NAVFAC Drawing No. 12898115 (CE001) ADD drawing CE001 CONSTRUCTION AND PLANTING NOTES as part of WETLAND MITIGATION package.

On NAVFAC Drawing No. 12898116 (CE100) ADD drawing CE100 WETLAND MITIGATION PLAN-OVERALL as part of WETLAND MITIGATION package.

On NAVFAC Drawing No. 12898117 (CE301) ADD drawing CE301 WETLAND MITIGATION PLAN AND SECTIONS as part of WETLAND MITIGATION package.

On NAVFAC Drawing No. 12898118 (CE501) ADD drawing CE501 WETLAND MITIGATION DETAILS as part of WETLAND MITIGATION package.

On NAVFAC Drawing No. 12898119 (CE502) ADD drawing CE502 WETLAND MITIGATION DETAILS as part of WETLAND MITIGATION package.

REPLACE the following drawings to the DRAWING INDEX under the corresponding discipline and drawing number. These drawings accompany this Amendment:

GC101 [12893809] CONSTRUCTION PHASING NOTES – PHASE 1 – REPLACED SHEET

GC102 [12893810] CONSTRUCTION PHASING NOTES – PHASE 2 – REPLACED SHEET

GC103 [12893811] CONSTRUCTION PHASING NOTES – PHASE 3 – REPLACED SHEET

C-002 [12893835] CIVIL VICINITY MAP & HAUL ROUTE – REPLACED SHEET

S-003 [12893958] MATERIAL NOTES – REPLACED SHEET

S-003 [12894093] MATERIAL NOTES – REPLACED SHEET

S-001 [12894155] GENERAL STRUCTURAL NOTES – REPLACED SHEET

S-004S [12894158] GENERAL STRUCTURAL NOTES – REPLACED SHEET

E-801S [12894235] ELECTRICAL HEAT TRACE PLAN – REPLACED SHEET

TY101S [12894241] SECURITY FLOOR PLAN – REPLACED SHEET

S-001 [12894246] GENERAL NOTES – 1 – REPLACED SHEET

S-004S [12894249] GENERAL NOTES – 3 – REPLACED SHEET

S-102 [12894253] BRIDGE CRANE AND CANOPY FRAMING PLAN – REPLACED SHEET

E-801S [12894310] ELECTRICAL HEAT TRACE PLAN – REPLACE SHEET

S-001 [12921234] GENERAL STRUCTURAL NOTES – REPLACED SHEET

S-006S [12921239] GENERAL NOTES – REPLACED SHEET

E-801S [12921308] ELECTRICAL HEAT TRACE PLAN – REPLACED SHEET

TY101S [12921314] SECURITY FLOOR PLAN – REPLACED SHEET

On NAVFAC Drawing No. 12893809 (GC101) A1/GC101 CONSTRUCTION PHASING PLAN – PHASE 1 DELETE note “LOCATION OF ROCK CRUSHING OPERATIONS” and ADD note “CONTRACTOR TRAILER LOCATION”

On NAVFAC Drawing No. 12893810 (GC102) A1/GC101 CONSTRUCTION PHASING PLAN – PHASE 2 DELETE note “LOCATION OF ROCK CRUSHING OPERATIONS” and ADD note “CONTRACTOR TRAILER LOCATION”

On NAVFAC Drawing No. 12893811 (GC103) A1/GC101 CONSTRUCTION PHASING PLAN – PHASE 3 DELETE note “LOCATION OF ROCK CRUSHING OPERATIONS” and ADD note “CONTRACTOR TRAILER LOCATION”

On NAVFAC Drawing No. 12893835 (C-002) A1/C-002 VICINITY MAP & HAUL ROUTE REVISED location of contractor trailer and overflow general laydown area note and ADD GENERAL SHEET NOTES 3 through 7

On NAVFAC Drawing No. 12893958 (S-003) FOUNDATIONS AND EARTHWORK: ADD note “FOR SPREAD FOOTING AND MAT

FOUNDATIONS CONSTRUCTED OVER COMPACTED NATIVE SOILS, COMPACTED

APPROVED GRAVEL BACKFILL MATERIALS, AND BEDROCK, PROVIDE A

MNINMUM MODULUS OF SUBGRADE REACTION OF 150 POUNDS PER CUBIC INCH.

DESIGN MUST MEET SPECIFIED BEARING AND SETTLEMENT CRITERIA.”

On NAVFAC Drawing No. 12894093 (S-003)

FOUNDATIONS AND EARTHWORK: ADD note “FOR SPREAD FOOTING AND MAT

FOUNDATIONS CONSTRUCTED OVER COMPACTED NATIVE SOILS, COMPACTED

APPROVED GRAVEL BACKFILL MATERIALS, AND BEDROCK, PROVIDE A

MNINMUM MODULUS OF SUBGRADE REACTION OF 150 POUNDS PER CUBIC INCH.

DESIGN MUST MEET SPECIFIED BEARING AND SETTLEMENT CRITERIA.”

On NAVFAC Drawing No. 12894155 (S-001) GENERAL NOTE 9: Revise note “CONTACT THE DoD LOCK PROGRAM FOR

DIRECTIONS ON HOW TO PROCURE THE BOLTWORKS, AND A LIST OF

RECOMMENDED MANUFACTURERS FOR MAGAZINE DOORS. THE GOVERNMENT

WILL PROVIDE THE INTERNAL LOCKING DEVICE (ILD):

A. DoD LOCK PROGRAM: https://www.navfac.navy.mil/go/locks B. EMAIL: ILD_Field_Support@navy.mil

C. ILD SUPPORT HOTLINE: 805-982-5625.

D. DoD LOCK PROGRAM TECHNICAL SUPPORT HOTLINE: 800-290-7607 OR 805-

982-1212.”

On NAVFAC Drawing No. 12894158 (S-004S) SITE SPECIFIC GEOTECHNICAL DATA: ADD note “FOR SPREAD FOOTING AND MAT

FOUNDATIONS CONSTRUCTED OVER COMPACTED NATIVE SOILS, COMPACTED

APPROVED GRAVEL BACKFILL MATERIALS, AND BEDROCK, PROVIDE A

MNINMUM MODULUS OF SUBGRADE REACTION OF 150 POUNDS PER CUBIC INCH.

DESIGN MUST MEET SPECIFIED BEARING AND SETTLEMENT CRITERIA.”

On NAVFAC Drawing No. 12894235 (E-801S)

SHEET NOTES 3 DELETE “SNOW MELT AND HEAT TRACE SYSTEMS MUST HAVE 25

YEAR WARRANTY.” and ADD SHEET NOTE 3 “SNOW MELT AND HEAT TRACE

SYSTEMS MUSH HAVE MINIMUM 2 YEAR WARRANTY.”

On NAVFAC Drawing No. 12894241 (TY101S) A1/TY101S TELECOMMUNICATION FLOOR PLAN: MOVED keypad symbol “K” to opposite side of concrete pilaster and located inside Type G Magazine

On NAVFAC Drawing No. 12894246 (S-001) GENERAL NOTE 9: Revise note “CONTACT THE DoD LOCK PROGRAM FOR

DIRECTIONS ON HOW TO PROCURE THE BOLTWORKS, AND A LIST OF

RECOMMENDED MANUFACTURERS FOR MAGAZINE DOORS. THE GOVERNMENT

WILL PROVIDE THE INTERNAL LOCKING DEVICE (ILD):

A. DoD LOCK PROGRAM: https://www.navfac.navy.mil/go/locks B. EMAIL: ILD_Field_Support@navy.mil

C. ILD SUPPORT HOTLINE: 805-982-5625.

D. DoD LOCK PROGRAM TECHNICAL SUPPORT HOTLINE: 800-290-7607 OR 805-

982-1212.”

On NAVFAC Drawing No. 12894310 (S-102) SHEET NOTE 2 DELETE reference to UFGS “41 22 13.15” and ADD reference to UFGS “41 22 13.14”

On NAVFAC Drawing No. 12894310 (E-801S)

SHEET NOTES 3 DELETE “SNOW MELT AND HEAT TRACE SYSTEMS MUST HAVE 25

YEAR WARRANTY.” and ADD SHEET NOTE 3 “SNOW MELT AND HEAT TRACE

SYSTEMS MUSH HAVE MINIMUM 2 YEAR WARRANTY.”

On NAVFAC Drawing No. 12921234 (S-001) GENERAL NOTE 9: Revise note “CONTACT THE DoD LOCK PROGRAM FOR

DIRECTIONS ON HOW TO PROCURE THE BOLTWORKS, AND A LIST OF

RECOMMENDED MANUFACTURERS FOR MAGAZINE DOORS. THE GOVERNMENT

WILL PROVIDE THE INTERNAL LOCKING DEVICE (ILD):

A. DoD LOCK PROGRAM: https://www.navfac.navy.mil/go/locks B. EMAIL: ILD_Field_Support@navy.mil

C. ILD SUPPORT HOTLINE: 805-982-5625.

D. DoD LOCK PROGRAM TECHNICAL SUPPORT HOTLINE: 800-290-7607 OR 805-

982-1212.”

On NAVFAC Drawing No. 12921239 (S-006S) SITE SPECIFIC GEOTECHNICAL DATA: ADD note “FOR SPREAD FOOTING AND MAT

FOUNDATIONS CONSTRUCTED OVER COMPACTED NATIVE SOILS, COMPACTED

APPROVED GRAVEL BACKFILL MATERIALS, AND BEDROCK, PROVIDE A

MNINMUM MODULUS OF SUBGRADE REACTION OF 150 POUNDS PER CUBIC INCH.

DESIGN MUST MEET SPECIFIED BEARING AND SETTLEMENT CRITERIA.”

On NAVFAC Drawing No. 12921308 (E-801S)

SHEET NOTES 3 DELETE “SNOW MELT AND HEAT TRACE SYSTEMS MUST HAVE 25

YEAR WARRANTY.” and ADD SHEET NOTE 3 “SNOW MELT AND HEAT TRACE

SYSTEMS MUSH HAVE MINIMUM 2 YEAR WARRANTY.”

On NAVFAC Drawing No. 12921314 (TY101S) A1/TY101S TELECOMMUNICATION FLOOR PLAN: MOVED keypad symbol “K” to opposite side of concrete pilaster and located inside Type H Magazine

SPECIFICATIONS:

PROJECT TABLE OF CONTENTS

REPLACE the following sections with the attached sections to accompany this Amendment.

01 11 00 SUMMARY OF WORK, dated 2 June 2026 01 14 00 WORK RESTRICTIONS, dated 2 June 2026

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT

CONTRACT MANAGEMENT SYSTEM, date 2 June 2026

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS,

dated 2 June 2026 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS, dated 2 June 2026 01 91 00.15 22 TOTAL BUILING COMMISSIONING, dated 2 June 2026 02 41 00 DEMOLITION AND DECONSTRUCTION, dated 2 June 2026 03 70 00 MASS CONCRETE, dated 2 June 2026 08 39 55.00 20 NAVY STANDARD EARTH-COVERED MAGAZINE DOORS dated 16

June 2026 09 97 13.27 HIGH PERFORMANCE COATING FOR STEEL STRUCTURES dated

16 June 2026 31 11 00 CLEARING AND GRUBBING, date 2 June 2026 31 66 13 RIGID INCLUSIONS, dated 2 June 2026 41 22 13.14 BRIDGE CRANES, OVERHEAD ELECTRIC, TOP-RUNNING, dated 2

June 2026

41 22 13.15 BRIDGE CRANES, OVERHEAD ELECTRIC, UNDER RUNNING

TROLLEY, dated 19 May 2026

SECTION 01 11 00 SUMMARY OF WORK

1.10 Salvage Material and Equipment

DELETE “All existing cranes within existing magazines that are designated to be demolished with be considered salvage material and equipment and will be turned over to the government.”

and REPLACE with: “The manual chain falls on all existing cranes within existing magazines are to be salvaged and returned to the government at the Rigging Loft in Building B460. The remaining crane components, including rails, beams, and trolleys are to be demolished and disposed of off government property.”

SECTION 01 14 00 WORK RESTRICTIONS

1.3 Special Scheduling Requirements

DELETE and REPLACE paragraph 1.3 in its entirety.

1.3.1 Termination of Existing Magazine Operations Between Construction Phases DELETE “No construction activities or work can be performed for 30 calendar days after the completion of each construction phase. The existing magazines require closed out inspections and termination. NOSSA Site Approval is required for the newly constructed magazines after each construction phase.” and REPLACE with “No construction activities or demolition associated with the existing magazines in Phases 1A, 2, and 3 can be performed until government receives Request to Terminate Existing Site Approval from NOSSA. Please allow 14 days for government to receive approval for each of the aforementioned Phases.”

SECTION 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

2.3.3 Post Driven Chain Link Fencing

DELETE paragraph, not applicable

3.6 Contractor’s Temporary Facilities

DELETE “Contractor-owned or leased trailers must be identified by Government assigned numbers. Size and location of the number will comply with the Installation Appearance Plan.

Apply the number to the trailer within 14 calendar days of notification, or sooner, if directed by the Government.”

3.6.3 Storage Area

DELETE “Construct a temporary 6 foot high chain link fence around trailers and materials.

Include plastic strip inserts, colored green, so that visibility through the fence is obstructed.” and ADD with “Construct a temporary 8 foot high chain link fence around trailers and materials.

Include UV light resistant, plastic mesh netting, colored brown, so that visibility through the fence is obstructed.”

SECTION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

1.5.1.1.2 Excavation

DELETE “Discrete soil samples for the project site were collected and the analytical test results and a sampling location plan are provided as Attachments to this specification.”, not applicable

3.2.1.2 Stormwater Notice of Intent for Construction Activities DELETE “Prepare and submit an updated the Notice of Intent for NPDES coverage under the general permit for construction activities to the Contracting Officer for review.” and REPLACE with “Prepare and submit an updated Notice of Intent for NPDES coverage under the general permit for construction activities to the Contracting Officer for review. Notify the

Contracting Officer 30 days prior to submitting the Notice of Intent to the appropriate state agency to terminate the plans approval permit.”

SECTION 01 91 00.15 22 TOTAL BUILDING COMMISSIONING

3.1 Design Phase

DELETE paragraph, not applicable

SECTION 02 41 00 DEMOLITION AND DECONSTRUCTION

1.5 Availability of Work Areas

DELETE paragraph, no applicable

3.1.19 Elevators and Hoists

DELETE “Remove elevators, hoists, and similar conveying equipment and salvage as whole units, to the most practical extent.” and ADD “The manual chain falls on all existing cranes within existing magazines are to be salvaged and returned to the government at the Rigging Loft in Building B460. The remaining crane components, including rails, beams, and trolleys are to be demolished and disposed of off government property.”

SECTION 03 70 00 MASS CONCRETE

2.1.1 Proportioning Responsibility

DELETE paragraph, not applicable.

3.2.2.4 Concrete Lifts

DELETE “The depth of concrete placed in each lift will be as shown in the drawings.”

SECTION 31 11 00 CLEARING AND GRUBBING

3.3.1 Saleable Timer

DELETE “All timber removed from the project site is the property of the Contractor.

Reimburse the Government for the fair market value of the timber which the Government has appraised at $440760.” and REPLACE with “All timber removed from the project site is the property of the Contractor. Reimburse the Government for the fair market value of the timber which the Government has appraised at $760.”

SECTION 08 39 55.00 20 NAVY STANDARD EARTH-COVERED MAGAZINE DOORS

2.6 Finishes

DELETE “Prepare surface and apply coatings in the shop, following all temperature, humidity, and testing requirements listed in Section 09 97 13.27.” and REPLACE with “Prepare surface and apply coatings following all temperature, humidity, and testing requirements listed in Section 09 97 13.27.”

SECTION 09 97 13.27 HIGH PERFORMANCE COATING FOR STEEL STRUCTURES

2.2 Coating System

DELETE “Prepare surface and apply the complete coating system in the shop. Follow all temperature, humidity, and testing requirements listed herein.” and REPLACE with “Prepare surface and apply the complete coating system in the field for the 08 39 55 20 Navy Standard Magazine Doors. Remove all shop-applied primer prior to final field surface preparation and coating system application. Adjust all shop preparation to avoid conflicts with final surface preparation requirements.”

SECTION 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT

CONTRACT MANAGEMENT SYSTEM

1.6.1 Information Security Classification/Identification

Table 1 – Project Documentation Types DELETE all “CUI” document designations and REPLACE with: “U”

SECTION 31 66 13 RIGID INCLUSIONS

1.8.2 Rigid Inclusion Design Criteria, part ‘c’

DELETE “1.0 inch” and REPLACE with: “0.75 inch”

3.3.1 Placement

DELETE seventh paragraph and REPLACE with: “Conduct strength testing of rigid inclusion grout or concrete in accordance with paragraph 1.6.7.”

SECTION 41 22 13.14 BRIDGE CRANES, OVERHEAD ELECTRIC, TOP-RUNNING

1.3 System description

ADD references to CLWS S drawings and 03 30 00 Cast-in-Place Concrete and add requirement for rail field survey.

1.8 Final Acceptance

DELETE the entire facility and REPLACE with each CLWS magazine.

SECTION 41 22 13.15 BRIDGE CRANES, OVERHEAD ELECTRIC, UNDER

RUNNING TROLLEY

3.8 Final Acceptance

DELETE the entire facility and REPLACE with each Type G or Type H magazine.

3. Pre-proposal Inquiry Responses

PPI # Page Section Parag raph

Question Response

Solicitation

Ref. FAR/DFARS CUI Clauses - The solicitation includes FAR/DFARS clauses usually included for documents designated CUI.

PPI #7 response confirmed the solicitation documents are not CUI. What is the purpose of the FAR/DFARS clauses? Note: specification section 01 31 23.13 20 Para.

1.6.1 Table 1 designates

various documents produced by the contractor as CUI, is this correct?

Please see continuation sheet provided with Amendment 0007.

Specification Section 01 31 23.13 20 - 1.6.1 Table 1.

24 35 FAR 52.225-

11 (b)(3)

This subsection, in conjunction with subsection (b)(2), indicates that materials that are non-domestic and non-designated country construction materials may be used if listed by the government under (b)(3), or else the Contracting Officer is to list "none". Since "none" has not be inserted, are there any materials that are non-domestic or non-designated country that may be used?

Please see Amendment 0006, updated FAR 52.225-11 clause reflecting “none”.

32 1.6.1 Table

a. DFARS 252.204-7021 and 7025 require a CMMC Level 1 Self Certification. It does not appear any of the documents provided contain CUI. However, 01 31 23.13 20 – 1.6.1 Table 1 – Project Document Types notes that some documents such as the Cost Loaded Schedule, RFI’s, and other documents are listed as CUI. Please confirm that this project will

Please see continuation sheet provided with Amendment 0007.

Project is not classified as CUI.

Specification Section 01 31 23.13 20 - 1.6.1 Table 1.

not contain CUI document and require either the offeror or subcontractors to be CMMC Level 2.

33 4 01.11.00 1.10

Spec indicates that existing cranes in the magazines will be turned over to the government. Please confirm these will be delivered on base.

Please see continuation sheet provided with Amendment 0007.

Manual chain falls shall be salvaged and returned to the rigging loft at B460. Rails, beams, and trolleys are not essential and are to be disposed.

34 2 01.14.00 1.3.1

This paragraph indicates that no construction activities can be performed for 30 calendar days after the completion of each construction phase.

Please confirm this only applies to phases 1, 2, and 3 and not each interim stage like 1A or 1B for example.

Please see continuation sheet provided with Amendment 0007.

Paragraph 1.3.1 revised.

39 4 01 11 00 1.10

Ref. 'All existing cranes within existing magazines that are designated to be demolished with be considered salvage material and equipment and will be turned over to the Government.' Please confirm with should be will.

Please see continuation sheet provided with Amendment 0007.

Manual chain falls shall be salvaged and returned to the rigging loft at B460. Rails, beams, and trolleys are not essential and are to be disposed.

40 4 01 11 00 1.10

Ref. 'All existing cranes within existing magazines that are designated to be demolished with be considered salvage material and equipment and will be turned over to the Government.' Please confirm if this includes control panels, control units, rails, electrical devices, etc.

Please see continuation sheet provided with Amendment 0007.

Manual chain falls shall be salvaged and returned to the rigging loft at B460. Rails, beams, and trolleys are not essential and are to be disposed.

41 4 01 11 00 1.10

Ref. 'All existing cranes within existing magazines that are designated to be demolished with be considered salvage material and equipment and will be turned over to the Government.' Please confirm how many and what size the cranes are inside the existing magazines.

Please see continuation sheet provided with Amendment 0007.

Manual chain falls shall be salvaged and returned to the rigging loft at B460. Rails, beams, and trolleys are not essential and are to be disposed.

44 3 01 14 00 1.3.5 Ref. Wetland Permit - Can a copy of the permit be provided?

Please see drawings and continuation sheet provided with Amendment 0007. Wetlands design, monitoring, and inspection are incorporated.

45 3 01 14 00 1.3.5

Ref. Wetland Permit - What monitoring and inspections can be anticipated to comply with the permit requirements?

Please see drawings and continuation sheet provided with Amendment 0007. Wetlands design, monitoring, and inspection are incorporated.

46 3 01 14 00 1.3.5

Ref. Wetland Permit - Will an RPE be required for monitoring and inspections to comply with the permit requirements?

Please see drawings and continuation sheet provided with Amendment 0007. Wetlands design, monitoring, and inspection are incorporated.

48 3 01 14 00 1.4.1

Ref. Construction Trailer Windows - 'must meet the criteria of OP5 para 8-3' Can the Government provide this document?

Please see ATTACHMENT P - NAVSEA OP 5 REV 9 provided in Amendment 0006 Specification Section 26 05 26.00.

67 6 01 50 00 2.4

Contractor laydown area - Please confirm if the contractor laydown area has utilities available. (Water, electric, sanitary) If so, please confirm connection location, type and size.

Please see continuation sheet provided with Amendment 0007.

Sheet C-002 Civil Vicinity & Haul Route revised. Sheet C-002 clarifies location of Contractor trailer location and overflow general laydown area. Overhead electric is available near the Contractor trailer location.

68 7 01 50 00 3.2

Temporary Utilities - Please confirm if the project work area has utilities available.

(Water, electric, sanitary, storm) If so, please confirm connection location, type and size, etc.

Please see continuation sheet provided with Amendment 0007.

Sheet C-002 Civil Vicinity & Haul Route revised. Overhead electric utilities are available near Contractor trailer location.

70 10 01 50 00 3.6

Ref. Installation Appearance Plan - Please confirm if this plan is available.

Please see continuation sheet provided with Amendment 0007.

Reference to Installation Appearance Plan removed from Paragraph 3.6.

71 10 01 50 00 3.6.1

Ref. Administrative Field Offices - Please confirm if any special considerations are necessary for trailers in proximity to the operational magazines.

Please see ATTACHMENT P - NAVSEA OP 5 REV 9 provided in Amendment 0006 Specification Section 26 05 26.00.

72 11 01 50 00 3.6.3

Ref. Storage Area - 'Construct a temporary 6-foot-high chain link fence around trailers and materials.

Include plastic strip inserts, colored green, so that visibility through the fence is obstructed. This seems to contradict paragraphs 2.3 &

2.4. Please confirm which

requirement is required, if any.

Please see continuation sheet provided with Amendment 0007.

Fence requirements to comply with paragraphs 2.3 and 2.4. Paragraph

3.6.3 revised.

73 13 01 50 00 3.9

Ref. Dumpsters - 'Equip dumpsters with a secure cover and paint the standard installation color.' Dumpsters will likely be provided by a private organization with red, green, black or blue factory paint.

Will the contractor be required to paint these? This may increase the cost for purchasing dumpsters in lieu of industry provided containers.

Please see continuation sheet provided with Amendment 0007.

Requirement to paint dumpsters to the installation standard removed from the specification.

76 15 01 57 19 1.5.1.1 .2

Ref. ...the analytical test results and a sampling location plan are provided as Attachments to this specification. Unable to locate this attachment in specification 01 57 19, please confirm location in the documents or provide in an amendment.

Please see continuation sheet provided with Amendment 0007.

First sentence in Specification Section 01 57 19, paragraph

1.5.1.1.2 Excavation has been

deleted.

77 17 01 57 19 1.5.1.1 .3

Ref. Imported Fill Sampling

- *** Additional analysis and reporting is required by the project specific wetland permit. It is the sole responsibility of the contractor to ensure the fill material used to fill in permitted wetland areas meets the criteria listed within the wetland permit *** Please provide a copy of the permit to determine sampling frequency requirements.

Please see drawings and continuation sheet provided with Amendment 0007. Wetlands design, monitoring, and inspection are incorporated.

84 23 01 57 19 1.7.3.f

Ref. Wetland Permit - The contractor must sign onto the wetland permit as a co-permitee and assumes all liability for the permit. All

Please see drawings and continuation sheet provided with Amendment 0007. Wetlands design, monitoring, and inspection are incorporated.

required reporting, fees, and any natural resource damage claims are the sole responsibility of the contractor. Please confirm the required reporting and fees associated with the co-permitting.

94 4 02 41 00 1.5

Ref. Availability of Work Areas - Table is blank, can the areas and dates be provided?

Please see continuation sheet provided with Amendment 0007.

Paragraph 1.5 deleted.

100 9 01 91 00.15 22 3.1.4

Ref. Design Phase Commissioning Plan - Can the commissioning plan be provided?

Please see continuation sheet provided with Amendment 0007.

Section 3.1 DESIGN PHASE deleted.

01 57 19

Would you please clarify who is responsible for the cost associated with the off site contaminated or hazardous soil disposal. If the contractor is to be responsible, would you please provide the analytical test results referenced in spec section 01 57 19 paragraph 1.5.1.1.2 Excavation, assuming that the testing done provides coverage over the entire project limits, so the Contractor can estimate the associated disposal cost.

Please see continuation sheet provided with Amendment 0007.

First sentence in Specification Section 01 57 19, paragraph

1.5.1.1.2 Excavation has been

deleted. The contractor is responsible for all costs associated with the off-site disposal of contaminated and/or hazardous soil.

109 3 & 3 01 14 00 & 31 11 00

1.3.4

3.3.1

Reference is made to spec section 01 14 00 - 1.3.4 Time of Year Restriction on Tree Clearing and Blasting as well as 31 11 00 - 3.3.1 Saleable Timer. Per section 01 14 00 - 1.3.4, "The Contactor shall reimburse the Government for the value of the timber. The contractor shall submit pament to the Contracting Officer by cashier's or certified check in the amount of $760.00 made payable to the U.S. Treasury". Per section 31 11 00 - 3.3.1, the Contractor is to, "Reimburse the Government for the fair market value of the timber which the Government has appraised at $440760".

Please see continuation sheet provided with Amendment 0007.

The fair market value of saleable timber is $760. Paragraph 3.3.1 of Specification Section 31 11 00.

Would you please clarify the value you expect the Contractor to reimburse the Government for this timber.

113 H-102 Site Plans

Please clarify how much area the contractor can assume to have within the area marked as Contractor Staging and Laydown Area.

Also, will any equipment/materials be moved ahead of time by Others?

Please see continuation sheet provided with Amendment 0007.

Sheet C-002 Civil Vicinity & Haul Route revised. Sheet C-002 clarifies location of Contractor trailer location and overflow general laydown area. All equipment/materials to be moved ahead of time by others.

GC101

GC103

Site Plans

There is a Rock Crushing Operation area marked on the plans. Please clarify how much area can be used for this operation and if there are any associated restrictions. Also, please clarify that this is outside of the Entry Gate and if that will become a problem with truck traffic in and out of the area.

Please see continuation sheet provided with Amendment 0007.

Sheet C-002 Civil Vicinity & Haul Route revised. Sheet C-002 clarifies location of Contractor trailer location, overflow general laydown area, and rock crushing operations. Please refer to General Note 6. for rock crushing operations.

119 11 02 41 00 3.1.19

Ref. Elevators and Hoists - Please confirm how many, general size and length of rails for elevators will be salvaged during demolition.

Please see continuation sheet provided with Amendment 0007.

Manual chain falls shall be salvaged and returned to the rigging loft at B460. Rails, beams, and trolleys are not essential and are to be disposed.

123 2 01 11 00 1.7

Ref. Gov't Furnished Materials - Specification indicates the Government will furnish the ILD's for installation by the contractor.

Drawing sheet S-001 of Type G volume, note 9 indicates the contractor will procure the locks. Please confirm who will procure the locks?

Please see continuation sheet provided with Amendment 0007.

ILD's will be provided by the government. ILD bolt works will be procured by the Contractor.

Notes 9 and 9a. on Type G, Type H, and CLWS Sheet S-001 revised.

130 11 03 70 00 2.1.1

Ref. Mass Concrete Proportioning - Preliminary mixture-proportioning studies…are available for review at the District Office.

Can these studies be provided?

Please see continuation sheet provided with Amendment 0007.

Paragraph deleted.

132 34 03 70 00 3.2.2.4

Ref. Concrete Lifts - 'The depth of concrete placed in each lift will be as shown in the drawings. Please confirm which drawings show the lifts.

Please see continuation sheet provided with Amendment 0007.

That first sentence of 3.2.2.4 deleted. Follow the remaining instructions in that paragraph regarding thickness of horizontal layers and lifts.

162 S-102

Ref. CLWS Bridge Cranes - Note 4 on CLWS Sheet S- 102 states the cranes must comply with 41 22 13.15.

Section 41 22 13.14 Para.

1.3.1.1 identifies CLWS Magazines. Please confirm which is correct.

Please see continuation sheet provided with Amendment 0007.

Note 4 corrected.

172 5 41 22 13.14 1.3

Ref. Runway System & Rail

- Paragraph refers bidders to 05 12 00 for requirements of the crane runway system and rail supporting structures.

Please confirm which paragraph in 05 12 00 addresses these.

Please see continuation sheet provided with Amendment 0007.

Paragraph 1.3 of Specification Section 41 22 13.14.

174 35 41 22 13.14 3.8

Ref. Warranty - Specification requires warranty period to coincide with BOD of the entire facility. Where the project is phased and interim BOD's will take place, will the warranty period follow each phased BOD for the start of warranty?

Warranty period will coincide with beneficial occupancy of each magazine.

177 6 01 91 00.15 1.9.2

Ref. Total Building Commisioning - Paragraph states that the project's construction is not phased.

However, phasing plans are provided as reference, and a phasing plan is required to be submitted per 01 14 00 paragraph 1.3.a. Please confirm what is meant by statement in 01 91 00.15 paragraph 1.9.2.

Please see continuation sheet provided with Amendment 0007.

The Ordnance Operations Bldg is the only building to be commissioned, and it is not phased.

The remaining work in the contract is phased per Specification Section 01 14 00, amended paragraph 1.3.

178 8 01 32 17.00

1.10.1.

6.5

Ref. 01 32 17.00 20 Paragraph 1.10.1.6.6 references the requirement for a substantial completion milestones that is the date in which the facility is ready for beneficial occupancy.

Please confirm it is the governments intent to take beneficial occupancy of each

Yes, government intends to take beneficial occupancy of buildings and magazines as they are completed. There are no partial BOD's.

building as it is completed.

Please confirm if there is a requirement for Partial BODs for each building or magazine as they are completed.

179 3 01 30 00 1.8.1

Ref. 01 30 00 Paragraph

1.8.1. The red zone checklist

has not bid documents.

Please provide a copy so the contractor can understand the complete requirements for facility BOD and final acceptance.

NRZ Checklist added as ATTACHMENT Q per Amendment 0007.

185 GC-

GC-101 thru GC-103 provide phasing information for the project. Please confirm how phases interrelate with each other.

Does Phase 1A need to be complete before moving into Phase 1B? What about the other phases? Are there BODs required for each phase? Will government take ownership of buildings within phases as they are completed?

Please see continuation sheet provided with Amendment 0007.

Each phase must be completed before moving on to the next phase as required in Specification Section 01 14 00, Paragraph 1.3.

186 E- 801S

Ref. Type G, Type H, CLWS sheet E-801S Electrical Heat Trace Plan.

Sheet notes a 25-year warranty on the snow melt and heat trace systems. No mention of this warranty appears in the specifications, nor does any specification on the heat trace and snow melt system exist in the solicitation documents.

Please provide the specification for the heat trace and snow melt system with the warranty requirements.

Please see continuation sheet provided with Amendment 0007.

Warranty period revised to 2 years.

Please identify the requirements in the solicitation that would be modified for a Nontraditional Defense Contractor (NDC) in accordance with 10 USC 3014, e.g. 52.219-9 Small Business Subcontracting Plan

There are no known requirements in the solicitation that would be modified for a Nontraditional Defense Contractor (NDC). Bid per

RFP.

194 31 66 13

Per specification 31 66 13, there are two notes that appear to conflict on the minimum number of concrete cylinder ‘sets’ that need to be taken. 1.6.7 notes a daily minimum of two (2) sets of eight (8) cylinders and within note 3.3.1 mentions three (3) sets be taken daily without noting the number of sets. Can both the daily minimum number of ‘sets’ and number of cylinders in each ‘set’ be clarified?

Please see continuation sheet provided with Amendment 0007.

The number of cylinders shall be in accordance with paragraph 1.6.7.

Paragraph 3.3.1 revised.

195 S-004S

The structural plans (S- 004S) indicate an allowable total settlement of ¾” and the specification 31 66 13 –

1.8.2 (Rigid Inclusion Design Criteria) indicates no more than 1” after construction. Can both the max allowable total and differential settlement be clarified for each of the structures on Rigid Inclusion support and soil support?

Please see continuation sheet provided with Amendment 0007.

Specification Section 31 66 13, paragraph 1.8.2; the maximum settlement in the specification changed to 0.75" to be consistent with the structural plans.

Differential settlement criteria are presented in the specifications.

203 31 66 13 1.8.2.b

Per specification 31 66 13, 1.8.2.b mentions a minimum subgrade modulus as indicated on the design drawings, such a value could not be found on the drawings. Since the LTP design is prescribed by others in the contract documents, verify that confirmation of the minimum subgrade modulus will be provided by others if this LTP design is followed as shown on the contract documents.

For mat foundations constructed over ground improvement systems or compacted native soils and bedrock, a minimum modulus of subgrade reaction of 150 pci is recommended. Final design shall be by the installer's designer to meet specified bearing and settlement criteria. Notes were changed as follows:

a. Sentry Bldg – Drawing S-003;

FOUNDATIONS AND

EARTHWORK Note 3

b. Ops Bldg – Drawing S-003;

FOUNDATIONS AND

EARTHWORK Note 3

c. Type G Magazine – Drawing S-

004S; SITE SPECIFIC

GEOTECHNICAL DATA Note 2

d. TYPE H Magazine – Drawing

S-006S; SITE SPECIFIC

GEOTECHNICAL DATA Note 2

e. CLWS Magazine – Drawing S-

004S; SITE SPECIFIC

GEOTECHNICAL DATA Note 2

207 01 14 00 1.3.1

Per specification 01 14 00,

1.3.1 mentions no construction work can take place after the completion of each phase. Please clarify if this means no work may occur on the project site at all after each phase or just no work may occur on the area of the phase that was just completed.

Please see continuation sheet provided with Amendment 0007.

Specification Section 01 14 00, Paragraph 1.3.1.

215 1 31 66 13 1.6.7

Per specification 31 66 13, there are two notes that appear to conflict on the minimum number of concrete cylinder ‘sets’ that need to be taken. 1.6.7 notes a daily minimum of two (2) sets of eight (8) cylinders and within note 3.3.1 mentions three (3) sets be taken daily without noting the number of sets. Can both the daily minimum number of ‘sets’ and number of cylinders in each ‘set’ be clarified?

Please see continuation sheet provided with Amendment 0007.

The number of cylinders shall be in accordance with paragraph 1.6.7.

Paragraph 3.3.1 is revised.

216 1 31 66 13 1.8.2

The structural plans (S- 004S) indicate an allowable total settlement of ¾” and the specification 31 66 13 –

1.8.2 (Rigid Inclusion Design Criteria) indicates no more than 1” after construction. Can both the max allowable total and differential settlement be clarified for each of the structures on Rigid Inclusion support and soil support?

Please see continuation sheet provided with Amendment 0007.

Specification Section 31 66 13, paragraph 1.8.2; the maximum settlement in the specification changed to 0.75" to be consistent with the structural plans.

Differential settlement criteria are presented in the specifications.

224 1 31 66 13 1.8.2.b

Per specification 31 66 13, 1.8.2.b mentions a minimum subgrade modulus as indicated on the design drawings, such a value could not be found on the drawings. Since the LTP design is prescribed by others in the contract documents, verify that confirmation of the minimum subgrade modulus will be provided by others if this LTP design is followed as shown on the contract documents.

For mat foundations constructed over ground improvement systems or compacted native soils and bedrock, a minimum modulus of subgrade reaction of 150 pci is recommended. Final design shall be by the installer's designer to meet specified bearing and settlement criteria. Notes were changed per amendment as follows:

a. Sentry Bldg – Drawing S-003;

FOUNDATIONS AND

EARTHWORK Note 3

b. Ops Bldg – Drawing S-003;

FOUNDATIONS AND

EARTHWORK Note 3

c. Type G Magazine – Drawing S-

004S; SITE SPECIFIC

GEOTECHNICAL DATA Note 2

d. TYPE H Magazine – Drawing

S-006S; SITE SPECIFIC

GEOTECHNICAL DATA Note 2

e. CLWS Magazine – Drawing S-

004S; SITE SPECIFIC

GEOTECHNICAL DATA Note 2

239 31.66.13

Per specification 31 66 13, there are two notes that appear to conflict on the minimum number of concrete cylinder ‘sets’ that need to be taken. 1.6.7 notes a daily minimum of two (2) sets of eight (8) cylinders and within note 3.3.1 mentions three (3) sets be taken daily without noting the number of sets. Can both the daily minimum number of ‘sets’ and number of cylinders in each ‘set’ be clarified?

Please see continuation sheet provided with Amendment 0007.

The number of cylinders shall be in accordance with paragraph 1.6.7.

Paragraph 3.3.1 is revised.

240 S-004S

The structural plans (S- 004S) indicate an allowable total settlement of ¾” and the specification 31 66 13 –

1.8.2 (Rigid Inclusion Design Criteria) indicates no more than 1” after construction. Can both the max allowable total and differential settlement be clarified for each of the structures on Rigid Inclusion support and soil support?

Please see continuation sheet provided with Amendment 0007.

Specification Section 31 66 13, paragraph 1.8.2; the maximum settlement in the specification changed to 0.75" to be consistent with the structural plans.

Differential settlement criteria are presented in the specifications.

248 31.66.13 1.8.2.b

Per specification 31 66 13, 1.8.2.b mentions a minimum subgrade modulus as indicated on the design drawings, such a value could not be found on the drawings. Since the LTP design is prescribed by others in the contract documents, verify that confirmation of the minimum subgrade modulus will be provided by others if this LTP design is followed as shown on the contract documents.

For mat foundations constructed over ground improvement systems or compacted native soils and bedrock, a minimum modulus of subgrade reaction of 150 pci is recommended. Final design shall be by the installer's designer to meet specified bearing and settlement criteria. Notes were changed per amendment as follows:

a. Sentry Bldg – Drawing S-003;

FOUNDATIONS AND

EARTHWORK Note 3

b. Ops Bldg – Drawing S-003;

FOUNDATIONS AND

EARTHWORK Note 3

c. Type G Magazine – Drawing S-

004S; SITE SPECIFIC

GEOTECHNICAL DATA Note 2

d. TYPE H Magazine – Drawing

S-006S; SITE SPECIFIC

GEOTECHNICAL DATA Note 2

e. CLWS Magazine – Drawing S-

004S; SITE SPECIFIC

GEOTECHNICAL DATA Note 2

259 Electrical

IDS - It appears the keypads for the Intrusion Detection System are outside the building. These keypads will require a NEMA enclosure with heater in order to operate correctly.

Will these NEMS enclosures require lock, tamper? The enclosure will require 120v AC for the heater and adequate wall space.

Please see Drawings provided with Amendment 0007.

CLWS keypad is located inside.

The keypads for Type G&H magazines (Drawing TY-101S Security Floor Plan) relocated.

Keypad arm/disarm of the intrusion system must be programmed to allow sufficient time for authorized personnel to access keypad.

Coordinate operational procedure with Contracting Officer.

272 3 1.8

This spec discuss Red Zone meetings that occur @ 75% complete or six months prior to BOD. This project has multiple phases and multiple BOD's. For this project, at what point will these meetings be held?

Please see continuation sheet provided with Amendment 0007.

Specification Section 01 14 00 paragraph 1.4 SPECIAL

SCHEDULE REQUIREMENT

revised to include milestone completion days.

296 Genera l General Genera l

Will the government provide quantity of cranes/hoists that they would like to have removed out of existing buildings? Can photos be provided of items?

Please see continuation sheet provided with Amendment 0007.

Manual chain falls shall be salvaged and returned to the rigging loft at B460. Rails, beams, and trolleys are not essential and are to be disposed. Specification Section 01 11 00, paragraph 1.10.

297 Genera l General Genera l

Is it the government’s intention to keep just the hoist/trolley?

Please see continuation sheet provided with Amendment 0007.

Manual chain falls shall be salvaged and returned to the rigging loft at B460. Rails, beams, and trolleys are not essential and are to be disposed. Specification Section 01 11 00, paragraph 1.10.

298 Genera l General Genera l

Will the Government require these items to be palletized or crated? Additionally, will the Government be responsible for relocating these items from the existing buildings once they are removed?

Please see continuation sheet provided with Amendment 0007.

Manual chain falls shall be salvaged and returned to the rigging loft at B460. Rails, beams, and trolleys are not essential and are to be disposed. Specification Section 01 11 00, paragraph 1.10.

299 Genera l General Genera l

Will the Government be responsible for the disposal of any crane items not designated for retention?

Please see continuation sheet provided with Amendment 0007.

Manual chain falls shall be salvaged and returned to the rigging loft at B460. Rails, beams, and trolleys are not essential and are to be disposed. Specification Section 01 11 00, paragraph 1.10.

303 02.84.33

Enviro nmenta l Design Analys is Report

- 2010

- Quad Three Group, Inc.

The only provided testing data for contaminated soils appears to be from 2010 by the Quad Three Group, Inc.

The majority of locations of the soil analysis borings are in the vicinity of the demolished 'Keyport' Magazines for the new P- 848 MK-48 Torpedo Magazine. Please provide Environmental Contamination Borings and Lab Test Results in the footprint of the proposed Type G, Type H, and CLWS Magazines that test for PCB's, ETPH, Arsenic, Barium, Cadmium, Lead, Chromium, Mercury, Selenium, Silver, TPH, and other known contaminants.

Geotechnical Investigation Analytical Report provided as ATTACHMENT R per Amendment 0007.

31.00.3.13.1

& Plan

CG301

Drawing CG301 Site Sections A and B. Please confirm that the embankment required at this location shall meet the requirements of specification

31.3.13.1 Earth

Embankments consisting of satisfactory materials free of organic or frozen material and rocks with any dimension greater than 3 inches.

Please see continuation sheet provided with Amendment 0007.

The earth embankment indicated in Sections A and B on sheet CG301 must meet the requirements of Specification 31 00 00, Paragraph

3.13.1 Earth Embankments.

Compaction of embankments under structures must meet the requirements for subgrade preparation specified in Paragraph 3.14.3.

305 31.1.1.i cy

Underc ut

Is the cost of the 3100 cy undercut and replacement with select granular fill to be included in the Bid Price Schedule Line Item 0001F?

Is the cost of soil testing and disposal to be included in the cost of the 3100 cy undercut work? When an area has Rigid Inclusions is an Undercut required? Please consider creating an

The cost of the 3100cy of undercut and replacement with select granular fill, as well as the soil testing and disposal of the undercut material, is to be included in Bid Item 0001H on ATTACHMENT H

– Price Proposal Form.

additional Unit Price Item for the 3100 cy of Undercut and defining the strata and inclusions and exclusions for this work. Example MB-209 strattles Type G-001 Magazine and Concrete Pavement.

306 01 35 26 3.1

NFPA 241 is referenced in Section 01 35 26, paragraph

3.1. Please confirm whether

temporary life safety is required during construction of the following buildings, The Sentry Building, The Operations Building, Type H Magazines, Type G Magazines, and the CLWS Magazines. Please indicate the timeframe as well in which NFPA 241 would have to be implemented during the construction of the aforementioned structures.

Buildings will not be occupied.

Temporary life safety is not required for the buildings to be demolished under this project.

307 2 01 14 00 1.3.1

Ref. 01 14 00 Paragraph

1.3.1 states "NOSSA Site Approval is…