Solicitation_Amendment_Package_W56HZV-16-R-0259_0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. Contract ID Code Page Of

2. Amendment/Modification No.

3. Effective Date

4. Requisition/Purchase Req No.

5. Project No. (If applicable)

6. Issued By Code 7. Administered By (If other than Item 6) Code

8. Name And Address Of Contractor (No., Street, City, County, State and Zip Code)

9A. Amendment Of Solicitation No.

9B. Dated (See Item 11)

10A. Modification Of Contract/Order No.

10B. Dated (See Item 13) Code Facility Code

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 amendments: (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 ONLY APPLIES TO MODIFICATIONS OF CONTRACTS/ORDERS

It Modifies The Contract/Order No. As Described In Item 14.

A. This Change Order is Issued Pursuant To: 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 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 15C. Date Signed 16B. United States Of America 16C. Date Signed

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

NSN 7540-01-152-8070

PREVIOUS EDITIONS UNUSABLE

30-105-02 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

SEE SCHEDULE

X

Firm Fixed Price

0001 2017AUG24

W56HZV

U.S. ARMY CONTRACTING COMMAND

WARREN, MICHIGAN 48397-5000

JEFFREY R. WOODS

EMAIL: JEFFREY.R.WOODS19.CIV@MAIL.MIL

W56HZV-16-R-0259

2016AUG24

X

X 2017SEP29 04:00pm

/SIGNED/

2 signed

SEE SECOND PAGE FOR DESCRIPTION

1 20

CONTINUATION SHEET

Reference No. of Document Being Continued Page of

Name of Offeror or Contractor:

PIIN/SIIN MOD/AMD

SECTION A - SUPPLEMENTAL INFORMATION

Buyer Name: JEFFREY R. WOODS

Buyer Office Symbol/Telephone Number: CCTA-HDT-B/(586)282-3742

Type of Contract 1: Firm Fixed Price

Kind of Contract: Supply Contracts and Priced Orders

Weapon System: UH-60

*** End of Narrative A0000 ***

1. The purpose of Amendment 0002 to Solicitation W56HZV-16-R-0259 is to re-release the Government's original solicitation with significant changes to the specifications of the items required.

2. The Statement of Work and other information contained in this Amendment describes the Government's current requirement, for build-to-order fall protection systems at Red River Army Depot(RRAD). Interested Offerors should disregard the original scope of work in the base announcement, which describes off-the-shelf pre-built fall protection systems that do not meet RRAD's current needs.

3. Offerors are reminded that this is a Combined Synopsis/Solicitation for commercial items, prepared in accordance with FAR Parts 12.6 and 13, and supplemented by additional information contained in this announcement.

4. Offerors shall follow the instructions contained in Section L, Instructions to Offerors, of this Amendment when responding to this

Solicitation.

5. Section M, Offer Evaluation and Award Criteria is available in the base Solicitation and remains unchanged.

6. The most current, publicly-posted clauses and provisions have been incorporated.

7. This Combined Synopsis/Solicitation contains clauses and provisions requiring a fill-in or other offeror representation. Interested offerors shall review this announcement in its entirety, fill in these areas, and submit a copy along with their quote. Failure to complete and return the fill-in sections of this Combined Solicitation/Synopsis may disqualify your offer from consideration for award.

*** END OF NARRATIVE A0001 ***

2 20

W56HZV-16-R-0259 0001

PIIN/SIIN

Page of

Name of Offeror or Contractor:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

Reference No. of Document Being Continued

MOD/AMD

SECTION B - SUPPLIES OR SERVICES AND PRICES/COSTS

0001 412B NORTH FALL PROT SYSTEMS

NSN: 1680-00-001-0017

0001AA 412B NORTH FREE-STANDING RIGID FALL ARREST ANCHOR _________________________________________________

SYSTEMS 3 EA $ $ _______ ______________ __________________

COMMODITY NAME: 412B NORTH FALL PROT SYSTEMS

CLIN CONTRACT TYPE:

Firm Fixed Price

PRON: EH613706I8 PRON AMD: 01

AMS CD: MDSV0000000

Design, Furnish and Install; Custom fit, free standing, rigid fall arrest anchor systems with dual x-y traveling bridges for the three paint-prep areas in the North end of building 412B, in accordance with

Purchase Description Section C.3.

(End of narrative B001)

Packaging and Marking _____________________

Inspection and Acceptance _________________________

INSPECTION: Destination ACCEPTANCE: Destination

Deliveries or Performance _________________________

DOC SUPPL

REL CD MILSTRIP ADDR SIG CD MARK FOR TP CD ______ ________ ______ ______ ________ _____

001 W45G186137P993 W45G18 J 1

DEL REL CD QUANTITY DAYS AFTER AWARD __________ ______________ ________________

001 3 0180

FOB POINT: Destination

SHIP TO:

(W45G18) XR W0MC STK REC ACCT DEPOT REDRVR

DLA LMP ZONE 1 BLDG 552 NORTH

7TH STREET H AVENUE

TEXARKANA,TX,75507-5000

0002 412B SOUTH FALL PROT SYSTEMS

NSN: 1680-00-001-0017

3 20

Page of

Name of Offeror or Contractor:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

Reference No. of Document Being Continued

MOD/AMD

0002AA 412B SOUTH FREE-STANDING RIGID FALL ARREST ANCHOR _________________________________________________

SYSTEMS 2 EA $ $ _______ ______________ __________________

COMMODITY NAME: 412B SOUTH FALL PROT SYSTEMS

CLIN CONTRACT TYPE:

Firm Fixed Price

PRON: EH613707I8 PRON AMD: 01

AMS CD: MDSV0000000

Design, Furnish and Install; Custom fit, free standing, rigid fall arrest anchor systems with a single x-y traveling bridges for the two east bays of the paint finals area in the South end of building

412B, in accordance with Purchase Description Section

C.4.

(End of narrative B002)

Packaging and Marking _____________________

Inspection and Acceptance _________________________

INSPECTION: Destination ACCEPTANCE: Destination

Deliveries or Performance _________________________

DOC SUPPL

REL CD MILSTRIP ADDR SIG CD MARK FOR TP CD ______ ________ ______ ______ ________ _____

001 W45G186137P992 W45G18 J 1

DEL REL CD QUANTITY DAYS AFTER AWARD __________ ______________ ________________

001 2 0180

FOB POINT: Destination

SHIP TO:

(W45G18) XR W0MC STK REC ACCT DEPOT REDRVR

DLA LMP ZONE 1 BLDG 552 NORTH

7TH STREET H AVENUE

TEXARKANA,TX,75507-5000

0003 412B SOUTH FALL ARREST SYSTEM

NSN: 1680-00-001-0017

0003AA 412B SOUTH FREE-STANDING RIGID FALL ARREST ANCHOR _________________________________________________

SYSTEM 1 EA $ $ ______ ______________ __________________

COMMODITY NAME: 412B SOUTH FALL ARREST SYSTEM

CLIN CONTRACT TYPE:

Firm Fixed Price

PRON: EH613706I8 PRON AMD: 01

AMS CD: MDSV0000000

4 20

Page of

Name of Offeror or Contractor:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

Reference No. of Document Being Continued

MOD/AMD

Design, Furnish and Install; Custom fit, free standing, rigid fall arrest anchor system with a single x-y traveling bridge for the third bay of the paint finals area in the South end of building 412B, in accordance with Purchase Description Section C.5.

(End of narrative B001)

Packaging and Marking _____________________

UNIT PACK: 1

Inspection and Acceptance _________________________

INSPECTION: Destination ACCEPTANCE: Destination

Deliveries or Performance _________________________

DOC SUPPL

REL CD MILSTRIP ADDR SIG CD MARK FOR TP CD ______ ________ ______ ______ ________ _____

001 W45G186137P993 W45G18 J 1

DEL REL CD QUANTITY DAYS AFTER AWARD __________ ______________ ________________

001 1 0180

FOB POINT: Destination

SHIP TO:

(W45G18) XR W0MC STK REC ACCT DEPOT REDRVR

DLA LMP ZONE 1 BLDG 552 NORTH

7TH STREET H AVENUE

TEXARKANA,TX,75507-5000

0004 323 NORTH FALL PROT SYSTEM

NSN: 1680-00-001-0017

0004AA 323 NORTH FREE-STANDING FALL PROTECTION ANCHOR ______________________________________________

SYSTEM 1 EA $ $ ______ ______________ __________________

COMMODITY NAME: 323 NORTH FALL PROT SYSTEM

CLIN CONTRACT TYPE:

Firm Fixed Price

PRON: EH613706I8 PRON AMD: 01

AMS CD: MDSV0000000

Design, Furnish and Install; Custom fit, free standing, rigid fall arrest anchor system with a dual x-y traveling bridges outside bay used for paint prep at the North end of building 323, in accordance with

Purchase Description Section C.6.

5 20

Page of

Name of Offeror or Contractor:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

Reference No. of Document Being Continued

MOD/AMD

(End of narrative B001)

Packaging and Marking _____________________

UNIT PACK: 1 INTERMEDIATE PACK: 1

Inspection and Acceptance _________________________

INSPECTION: Destination ACCEPTANCE: Destination

Deliveries or Performance _________________________

DOC SUPPL

REL CD MILSTRIP ADDR SIG CD MARK FOR TP CD ______ ________ ______ ______ ________ _____

001 W45G186137P993 W45G18 J 1

DEL REL CD QUANTITY DAYS AFTER AWARD __________ ______________ ________________

001 1 0180

FOB POINT: Destination

SHIP TO:

(W45G18) XR W0MC STK REC ACCT DEPOT REDRVR

DLA LMP ZONE 1 BLDG 552 NORTH

7TH STREET H AVENUE

TEXARKANA,TX,75507-5000

0005 DELIVERABLE DATA ITEMS ______________________

The below ELINs are associated with the Data Item

Numbers on the Contract Data Requirements List (CDRL)

(DD Form 1423), in Section J.

(End of narrative A001)

A001 ANCHOR POINT CERTIFICATIONS 1 LO $ ** NSP ** ___________________________ __________________

SERVICE REQUESTED: ANCHOR POINT CERTIFICATIONS

Anchor Point Certifications IAW Purchase Description

Paragraph C.2.1.9.

(End of narrative B001)

Inspection and Acceptance _________________________

INSPECTION: Destination ACCEPTANCE: Destination

DEL REL CD QUANTITY DAYS AFTER AWARD __________ ______________ ________________

001 1 0180

6 20

Page of

Name of Offeror or Contractor:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

Reference No. of Document Being Continued

MOD/AMD

A002 SYSTEM DRAWINGS 1 LO $ ** NSP ** _______________ __________________

SERVICE REQUESTED: SYSTEM DRAWINGS

System Design and Installation Drawings IAW Purchase

Description Paragraph C.2.4.b.

(End of narrative B001)

Inspection and Acceptance _________________________

INSPECTION: Destination ACCEPTANCE: Destination

DEL REL CD QUANTITY DAYS AFTER AWARD __________ ______________ ________________

001 1 0180

A003 WARRANTY AND COMMERCIAL ITEM DOCUMENTATION 1 LO $ ** NSP ** __________________________________________ __________________

SERVICE REQUESTED: COMMERCIAL ITEM DOCUMENTATION

Warranty and Commercial Item Documentation IAW

Purchase Description Paragraphs C.2.4.c and C.2.4.d.

(End of narrative B001)

Inspection and Acceptance _________________________

INSPECTION: Destination ACCEPTANCE: Destination

DEL REL CD QUANTITY DAYS AFTER AWARD __________ ______________ ________________

001 1 0180

7 20

Name of Offeror or Contractor:

PIIN/SIIN MOD/AMD

SECTION C - DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

PURCHASE DESCRIPTION for Red River Army Depot (RRAD) Fall Protection Systems

C.1. Scope - It is the intent of this purchase description to describe seven individual free-standing fall arrest anchor systems in sufficient detail to secure bids on comparable equipment and installation.

C.1.1 Turn-key Installation All seven fall arrest anchor systems shall be fully installed by the Contractor in accordance with the specifications and performance requirements listed herein, and shall be turned over to the Government in ready-to-use condition.

C.1.2. Function - The fall arrest anchor systems will be used to protect workers positioned on and around large military vehicles before and after painting operations at RRAD. They will be used with commercially-available Class A self-retracting lanyards and OSHA-approved fall protection harnesses (the Government will procure these items separately and does not require them to be included with the anchor systems described herein).

C.1.3. Unique Aspects of This Requirement While similar fall arrest systems may be commercially available, there are unique salient characteristics of the required systems that may eliminate the possibility of using only Commercial-off-the-Shelf (COTS) solutions. The

Government cannot alter or waive the requirements herein to accommodate existing fall arrest system designs. Specifically:

C.1.3.1 Each installation environment is different. The dimensional requirements are specific to each system and its location within the

RRAD production facility. System design must make every effort to maximize the clear span work area and anchor height available to users. Slight variations that impact the work area and anchor height may be permissible if they are required to avoid specific building obstacles, but designs that place the use of standard length or COTS components above work area and anchor height maximization are not acceptable.

C.1.3.2 The required anchor systems must be completely free-standing, and may not be tied back to the building structure in any way or rely on the floor anchor bolts for intrinsic support. This requirement is driven by restrictions on permanent building modifications at

RRAD, and cannot be altered or waived. This non-negotiable requirement is not industry standard and will likely require additional reinforcement and attention to design.

C.1.3.3. No drawings of the desired fall arrest systems or scaled drawings of the buildings or specific installation areas are available at this time. RRAD will host a site visit for interested offerors on Wednesday, 6 September 2017 to allow interested offerors to gather the necessary data for proper response to this solicitation. The Government will specify the exact system location within each installation environment during the site visit. Free registration is required if you wish to attend this event. Please refer to

Solicitation Section L, Instructions to Offerors, for more information.

C.2 General Overview/Requirements:

C.2.1. Equipment Construction - The fall arrest anchor systems shall be constructed of parts that are new, without defects, and are free of repairs. Systems shall be constructed to include all components, parts, and features necessary to meet the performance requirements specified herein.

C.2.1.1. Design and fabrication of the fall arrest anchor systems shall be compliant with applicable (fall protection) sections of

ANSI/ASSE Z359-3.0, USACE FP Guide, OSHA 1910, and OSHA 1926.

C.2.1.2. The anchor systems shall be designed by a Registered Professional Engineer (RPE) with experience in designing Fall Protection systems, or a Qualified Person for Fall Protection. Each anchor system shall be installed under the supervision of a Qualified Person for Fall Protection.

C.2.1.3. Maximum vertical deflection of the anchor points under load (1,800 lbs to simulate MAF) shall not exceed 8 inches below the static unloaded position.

C.2.1.4. Coating and Marking - All structural steel shall be coated with industrial enamel paint or equal (high visibility, safety green) and all other components shall be coated to prevent corrosion in a covered, outdoor environment in Northeast Texas (moderate to high humidity). Sub-assemblies shall be pre-painted at manufacturers facility to limit on-site painting to touch-ups. System bridges shall be stenciled on both sides with the rated MAF per anchor point and the phrase FALL PROTECTION USE ONLY, NOT FOR LIFTING, legible from ground level.

C.2.1.5. Structures must be entirely free standing and fastened only to existing industrial concrete slab consisting of 8 inch thick ribbed mat design with #5 re-bar on 9 inch centers, 4,000 psi concrete, 2,000 psf allowable bearing pressure of foundation soil. Special footings, tie backs or bracing to the building structure or any designed moment loads transmitted to the slab are NOT permitted.

C.2.1.6. Structural components shall be factory assembled or prepared from pre-formed steel and or steel alloy, welded and bolted construction in accordance with industry standards including ANSI/AWS D14.1.

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Name of Offeror or Contractor:

PIIN/SIIN MOD/AMD

C.2.1.7. Structural steel support columns, maximum four per system, shall be located at extreme corners of the system to maximize the systems usable clear span area, and shall include load distribution plates a minimum of one foot square each and 3/4 inch thick steel

(or equal). The load distribution base plates shall be fastened only to the existing industrial concrete slab in compliance with the most recent ACI-318 Building Code Requirements for Structural Concrete, based on calculations performed by a registered professional engineer, with a minimum of four anchor bolts. Re-bar in the floor slab may not be cut when drilling holes for anchor bolts.

C.2.1.8. Runways and bridge hanging system (trucks) shall be designed and fabricated to maximize overall height of anchor points, with minimal force (less than 10 lbs.) required to move bridges along length of the runways during normal operation.

C.2.1.9. Prior to release for use, each anchor point shall be inspected and certified by a Fall Protection Qualified Person, provided by the contractor, as defined in and in accordance with ANSI Z-359 along with two hard copies of each certification delivered to Government

POC (CDRL A001, Anchor Point Certifications). Note the certifications cover only each anchor point and are not expected to address the rest of the fall arrest system.

C.2.2. Hours of Work: Normal hours of work shall be from 6:30 AM to 5:00 PM, Monday thru Thursday, unless approved in writing, three days in advance by the Government POC. If approved, other hours shall be worked at no additional expense or production down time for the

Government.

C.2.2.1. Restricted down time: Each system installation location may only be closed to Government personnel for one full work day during the performance of this Contract. Fall-protection systems shall be designed in such a manner to permit complete assembly and installation within a single RRAD work shift (ten hours) by the contractors supplied installation crew. The installation environment shall be free for use by Government personnel by the beginning of the next work day, with the system safely free-standing and the construction area cleaned and clear to permit vehicle traffic to pass under the system. The anchor system itself does not have to be fully operational at the end of the day (e.g. to allow set time for grout or epoxy), but cannot impede the Governments use of the space after the end of the allowable one-day closure period.

C.2.3. Warranty - The fall arrest anchor systems under this specification shall be guaranteed for a period of time equal to the manufacturers normal commercial warranty, or for a period of one year, whichever is longer, against defective materials, design, and workmanship. Upon receipt of notice from the Government of failure of any part of the system during the warranty period, that part or parts shall be replaced promptly with new parts at the expense of the contractor. The warranty is to begin upon final acceptance by the

Government.

C.2.4. Final Documentation The Contractor shall provide the following documents prior to final acceptance by the Government:

a. Two hard copies of each anchor point certification (CDRL A001)

b. One hard copy and a digital copy (pdf) of as-built drawings (CDRL A002, System Drawings)

c. Warranty language and operator and spare parts manual(s) to include specifications and ordering information for common wear components (CDRL A003, Warranty and Commercial Item Documentation)

C.2.5. Government Furnished Equipment:

C.2.5.1. Utilities Only basic electrical (120 v) outlets and industrial air supply (90 psi) connections will be available within each building for small tool use. The Contractor shall supply any extension cords or hoses required.

C.2.5.2. Material handling equipment and tooling No government furnished equipment or tooling will be provided for Contractor use. The

Contractor shall provide all material handling equipment required to perform any and all unloading and installation tasks, to include forklifts, cranes, or man lifts. There are no available overhead cranes within the buildings where anchor systems are to be installed.

C.3. Building 412B North System-Specific Requirements:

C.3.1. Free-standing, rigid rail, x-y traveling bridge structures, 40 feet long by 22 feet wide by 20 feet high overall.

C.3.2. Free-standing, rigid, dual x-y traveling bridge, fall arrest anchor systems for four personnel at 18 feet 6 inches high, completely covering a clear span work area of approximately 36 feet by 20 feet inclusive.

C.3.3. Each system shall contain two independent traveling bridges able to move along structural runways for minimum total distance of

36 feet and able to approach within 4 feet, center to center, of each other.

C.3.4. Traveling bridge sections shall consist of two rigid rails or tracks permitting traveling anchor trolleys to pass each other and oriented at 90 degrees to the structural runways with a minimum travel distance of 20 feet for each trolley with end stops located at each end. Rail or track shall consist of a profile that is specifically designed to limit dust accumulation on the bearing surfaces.

(i.e. an enclosed track).

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Name of Offeror or Contractor:

PIIN/SIIN MOD/AMD

C.3.5. Every system shall consist of one trolley/anchor point per rail or track (total of four per system) rated for fall arrest with a maximum arresting force (MAF) of 1,800 pounds each. Each trolley shall be designed and fabricated to maximize the overall height of anchor points, with minimal force (less than 5 lbs.) required to move along the length of rails or tracks during normal operation and to significantly increase resistance to travel movement during an actual fall (i.e. spring loaded mechanical brake or similar system).

C.3.6. Anchor points on each trolley will be a minimum of 18 feet 6 inches above the floor level once installed.

C.3.7. Maximum overall length (along length of runways; oriented E-W): 40 feet.

C.3.8. Maximum overall width (along length of bridge; oriented N-S): 22 feet.

C.3.9. Maximum overall height of system: 20 feet (Some variation may be permitted in certain areas for bracing, provided there is no interference with existing ducting, conduit, etc.).

C.3.10. Clear span minimum dimensions on each side: North and South - 36 feet wide by 17 feet high; East and West 18 feet wide by 10 feet high (cannot block doorways or electrical panels).

C.4. Building 412B South (Short) System-Specific Requirements:

C.4.1. Free standing, rigid rail, x-y traveling bridge structure 44 feet long by 20 feet wide by 19 feet high overall.

C.4.2. Free standing, rigid, single x-y traveling bridge, fall arrest anchor system for one person at 17 feet 6 inches high, completely covering a clear span work area of approximately 40 feet by 18 feet inclusive.

C.4.3. Structure shall be entirely free standing and fastened only to existing industrial concrete slab consisting of: Eight inch thick ribbed mat design with #5 re-bar on 9 inch centers, 4,000 psi concrete, 2,000 psf allowable bearing pressure of foundation soil. Special footings, tie backs or bracing to the building structure or any designed moment loads transmitted to the slab are NOT permitted.

C.4.4. Structural components shall be factory assembled or prepared from pre-formed steel and or steel alloy, with welded and bolted construction in accordance with industry standards including ANSI/AWS D14.1.

C.4.5. Structural steel support columns, maximum four per system shall be located at the extreme corners of the system to permit the clear span area noted above and will include load distribution plates a minimum of one foot square each and 3/4 inch thick steel (or equal). The load distribution base plates shall be fastened only to the existing industrial concrete slab in compliance with the most recent ACI-318 Building Code Requirements for Structural Concrete, based on calculations performed by a registered professional engineer, with a minimum of four anchor bolts. Re-bar in the floor slab may not be cut when drilling holes for anchor bolts.

C.4.6. Runways and bridge hanging system (trucks) shall be designed and fabricated to maximize overall height of anchor points, with minimal force (less than 10 lbs.) required to move bridges along length of the runways during normal operation.

C.4.7. Each system will contain one traveling bridge able to move along structural runways for minimum total distance of 40 feet.

C.4.8. Traveling bridge sections shall consist of one rigid rail or track oriented at 90 degrees to the structural runways with a minimum travel distance of 18 feet for the trolley with end stops located at each end. Rail or track shall consist of a profile that is specifically designed to limit dust accumulation on the bearing surfaces. (i.e. an enclosed track)

C.4.9. Every system shall consist of one trolley/anchor rated for fall arrest with a maximum arresting force (MAF) of 1,800 pounds each.

Each trolley will be designed and fabricated to maximize overall height of anchor points and provide minimal force (less than five lbs.)

required to move along length of rails or tracks during normal operation and to significantly increase resistance to travel movement during an actual fall. (i.e. spring loaded mechanical brake or similar system)

C.4.10. Anchor points on each trolley shall be a minimum of 17 feet 6 inches above the floor level once installed.

C.4.11. Maximum overall length (along length of runways; oriented N-S): 44 feet.

C.4.12. Maximum overall width (along length of bridge; oriented E-W): 20 feet.

C.4.13. Maximum overall height of system: 19 feet. (Some variation may be required in certain areas for bracing, provided there is no interference with existing ducting, conduit, etc.)

C.4.14. Clear span minimum dimensions on each side: North and South - 16 feet wide by 16 feet high; East and West 40 feet wide by 17 feet high (cannot block doorways or electrical panels).

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Name of Offeror or Contractor:

PIIN/SIIN MOD/AMD

C.5. Building 412B South (Long) System-Specific Requirements:

C.5.1. Free standing, rigid rail, x-y traveling bridge structure 48 feet long by 20 feet wide by 19 feet high overall.

C.5.2. Free-standing, rigid, single x-y traveling bridge, fall arrest anchor system for one person at 17 feet 6 inches high, completely covering a clear span work area of approximately 40 feet by 18 feet inclusive.

C.5.3. Structure shall be entirely free-standing and fastened only to existing industrial concrete slab consisting of 8 inch thick ribbed mat design with #5 re-bar on 9 inch centers, 4,000 psi concrete, 2,000 psf allowable bearing pressure of foundation soil. Special footings, tie backs or bracing to the building structure or any designed moment loads transmitted to the slab are NOT permitted.

C.5.4. Structural components shall be factory assembled or prepared from pre-formed steel and or steel alloy, welded and bolted construction in accordance with industry standards including ANSI/AWS D14.1.

C.5.5. Structural steel support columns, maximum of four per system, shall be located at the extreme corners of the system to permit the clear span area noted above and shall include load distribution plates a minimum of one foot square each and 3/4 inch thick steel (or equal). The load distribution base plates shall be fastened only to the existing industrial concrete slab in compliance with the most recent ACI-318 Building Code Requirements for Structural Concrete, based on calculations performed by a registered professional engineer, with a minimum of four anchor bolts. Re-bar in the floor slab may not be cut when drilling holes for anchor bolts.

C.5.6. Runways and bridge hanging system (trucks) shall be designed and fabricated to maximize overall height of anchor points, with minimal force (less than 10 lbs.) required to move bridges along length of the runways during normal operation.

C.5.7. The system shall contain one traveling bridge able to move along structural runways for minimum total distance of 40 feet.

C.5.8. Traveling bridge sections shall consist of one rigid rail or track oriented at 90 degrees to the structural runways with a minimum travel distance of 18 feet for the trolley with end stops located at each end. Rail or track shall consist of a profile that is specifically designed to limit dust accumulation on the bearing surfaces. (i.e. an enclosed track)

C.5.9. The system shall consist of one trolley/anchor rated for fall arrest with a maximum arresting force (MAF) of 1,800 pounds each.

Each trolley shall be designed and fabricated to maximize overall height of anchor points, with minimal force (less than 5 lbs.)

required to move along length of rails or tracks during normal operation and to significantly increase resistance to travel movement during an actual fall (i.e. spring loaded mechanical brake or similar system).

C.5.10. Anchor point on the trolley shall be a minimum of 17 feet 6 inches above the floor level once installed.

C.5.11. Maximum overall length (along length of runways; oriented N-S): 48 feet.

C.5.12. Maximum overall width (along length of bridge; oriented E-W): 20 feet.

C.5.13. Maximum overall height of system: 19 feet. (Some variation may be permitted and or required in certain areas for bracing, provided there is no interference with existing ducting, conduit, etc.).

C.5.14. Clear span minimum dimensions on each side: North and South - 16 feet wide by 16 feet high; East and West 45 feet wide by 17 feet high (cannot block doorways or electrical panels).

C.6. Building 323 North System-Specific Requirements:

C.6.1. Free standing, rigid rail, x-y traveling bridge structure 53 feet 6 inches long by 12 feet wide by 20 feet high overall.

C.6.2. Free standing, rigid, single x-y traveling bridge, fall arrest anchor system for two persons at 18 feet 6 inches high, completely covering a clear span work area of approximately 48 feet by 10 feet inclusive.

C.6.3. Structure shall be entirely free standing and fastened only to existing industrial concrete slab consisting of: Approx. 8 inch thick with #4 wire mesh on 6 inch centers, min 3,000 psi concrete, 2,000 psf allowable bearing pressure of foundation soil. Special footings, tie backs or bracing to the building structure or any designed moment loads transmitted to the slab are NOT permitted.

C.6.4. Structural components shall be factory assembled or prepared from pre-formed steel and or steel alloy, welded and bolted construction in accordance with industry standards including ANSI/AWS D14.1.

C.6.5. Structural steel support columns, maximum four per system, shall be located at the extreme corners of the system to permit the clear span area noted above and shall include load distribution plates a minimum of one foot square each and 3/4 inch thick steel (or equal). The load distribution base plates shall be fastened only to the existing industrial concrete slab in compliance with the most recent ACI-318 Building Code Requirements for Structural Concrete, based on calculations performed by a registered professional

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engineer, with a minimum of four anchor bolts. Re-bar in the floor slab may not be cut when drilling holes for anchor bolts.

C.6.6. Runways and bridge hanging system (trucks) shall be designed and fabricated to maximize overall height of anchor points, with minimal force (less than 10 lbs.) required to move bridges along length of the runways during normal operation.

C.6.7. The system shall contain two traveling bridges able to move along structural runways for minimum total distance of 48 feet and able to approach within four feet, center to center, of each other.

C.6.8. Traveling bridge sections shall consist of one rigid rail or track oriented at 90 degrees to the structural runways with a minimum travel distance of 10 feet for the trolley with end stops located at each end. Rail or track shall consist of a profile that is specifically designed to limit dust accumulation on the bearing surfaces. (i.e. an enclosed track)

C.6.9. Each bridge shall include one trolley/anchor (total of two for the system) rated for fall arrest with a maximum arresting force

(MAF) of 1,800 pounds each. Each trolley will be designed and fabricated to maximize overall height of anchor points, with minimal force

(less than 5 lbs.) required to move along length of rails or tracks during normal operation and to significantly increase resistance to travel movement during an actual fall (i.e. spring loaded mechanical brake or similar system).

C.6.10. Anchor point on the trolley shall be a minimum of 18 feet 6 inches above the floor level once installed.

C.6.11. Maximum overall length (along length of runways; oriented N-S): 53 feet 6 inches.

C.6.12. Maximum overall width (along length of bridge; oriented E-W): 12 feet

C.6.13. Maximum overall height of system: 20 feet. (Some variation may be permitted and or required in certain areas for bracing, provided there is no interference with existing ducting, conduit, ceiling fan etc.).

C.6.14. Clear span minimum dimensions on each side: North and South 48 feet wide by 17 feet high; East and West 10 feet wide by 10 feet high (cannot block entrance to portable building).

C.7 Security and Base Entry Requirements:

C.7.1. All contractors, subcontractors and their employees shall comply with the following instructions and with the contractor regulations specified herein and applicable sections contained in regulation RRAD 380-8.

C.7.1.1. Contractor personnel shall report to Security Division, Bldg 455A, (at the main gate), Red River Army Depot. Each individual will be issued a contractor badge and vehicle pass, if applicable.

C.7.1.2. Contractor personnel will be made aware that, while on the installation, Federal jurisdiction prevails. Construction sites are off limits to unauthorized depot activity personnel.

C.7.2. BADGES:

C.7.2.1. Contractor personnel will be issued temporary identification badges while working at this installation. Badge shall be worn at all times upon entering and within the confines of the depot. The badge shall be worn conspicuously on the left side of outer clothing in the general vicinity of the heart. Badges will be exposed in plain view whether the wearer is inside or outside of a building, regardless of clothing worn. Exceptions to the above are: (1) when wearing of the badge on work clothes constitutes a safety hazard,

(2) when engaged in duties of spray painting or welding, and (3) when engaged in working inside sump pits, degreasers, etc.

C.7.2.2. All wearers are responsible for the proper care and surveillance of their badges. The badges are issued for the official use of the holder. Use or possession by any other person is unlawful and will make offenders liable for heavy penalty under 18 USC 499 and

701. The badge is Government property and shall be returned to the Security Division upon termination or on demand from the COR or RRAD security personnel. If badges are not returned as requested, there will be a charge of $100.00 per badge.

C.7.3. SECURITY PROBLEMS ENCOUNTERED: The Contractor shall report all problems concerning law enforcement or security to the RRAD

Security Division at extension 3333 or the Guard Department at extension 2911.

C.7.4. PRIVATELY OWNED VEHICLES (POV): The Government will issue a temporary permit for POV's once they are registered with the Security

Division. Vehicle passes will have an expiration date to match the completion date for services under this Contract, or one year from issuance, whichever is shorter. This permit will allow the vehicle to be brought on to the depot by the owner for transportation to his/her work area. POV's are not allowed in the Ammo area. Contractor personnel must park their POV's in designated government parking area and ride in crew trucks to sites within the Ammo area.

C.7.5. REGISTRATION OF POV'S: Private vehicles properly registered with the Security Division are permitted on the depot in designated areas. POV owners must have in their possession the following items:

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C.7.5.1. A valid license plate.

C.7.5.2. A valid driver's license.

C.7.5.3. A valid safety inspection sticker affixed if required by the state in which the vehicle is registered.

C.7.5.4. Current registration receipt or other proof of ownership.

C.7.5.5. Certificate of liability Insurance.

C.7.6. SEARCHES: All Depot personnel, military and civilian, are subject to "on-the-spot" search by the depot police. Searching of automobiles or persons should not be considered as a personal affront or indicative of suspicion. Spot checking is an established policy for depot security.

C.7.6.1. No Government property shall be removed from the depot without specific authorization.

C.7.6.2. Only those tools and equipment normally furnished with an automobile at its purchase shall be kept in a privately owned vehicle. POV's normally may contain lunch kits (one per person), spare tire, vehicle jack, lug wrench, screwdriver, adjustable wrench, pliers, tow cable, jumper cables, tire pump, emergency roadside warning kit and fire extinguisher.

C.7.6.3. Contraband: Prohibited property is subject to confiscation and/or administrative action. Items forbidden on the depot include

"strike anywhere" matches, alcoholic beverages, narcotics, photographic equipment, unauthorized tools, firearms, explosives, and illegal knives (Stilettos, Switchblades, hook blades, and blades over three inches in length).

C.7.7. PRIVATELY OWNED VEHICLE OPERATION: Operation of all motor vehicles within the confines of RRAD is a conditional privilege extended to each individual operator by the installation commander.

C.7.7.1. Motor Vehicle Laws of the state of Texas apply, unless otherwise noted.

C.7.7.2. Operators of private vehicles will use the shortest routes in going to or leaving their place of work.

C.7.7.3. Electric lighter elements will be removed from all vehicles entering the Ammunition storage area. Except in very unusual circumstances, temporary contract personnel will not be allowed to drive POVs into restricted areas. Contractors may provide company-owned vehicles for transportation of employees in and out of restricted areas.

C.7.7.4. Speed limits are established as posted in all depot areas by the Chief of Security Division, and any speed in excess of that which is specified will be considered a violation. Notwithstanding the speed limits established, the driver of a vehicle is required to slow down to a safe speed when any hazards with respect to pedestrians, traffic, weather, or road conditions exist.

C.7.7.5. Traffic will alternate at all cross streets, intersections, and parking areas as indicated by posted traffic signs.

C.7.7.6. When warned by siren, whistle, bell, or red or blue lights of the approach of an emergency vehicle, the driver of any other vehicle will yield the right-of way.

C.7.7.7. "U" turns are not permitted at intersections.

C.7.7.8. All operators of motor vehicles will comply with officially placed traffic control devices and/or authorized traffic control personnel.

C.7.8. GENERAL PARKING RULES: Parking is defined as the stopping of a vehicle, whether occupied or not, except in compliance with a traffic order, signal or device.

C.7.8.1. Vehicles may park at curbs when the vehicle is parallel to the curb or shoulder, headed in the direction of traffic, with curbside wheels within 12 inches of the curb or shoulder except when angle parking is authorized by posted signs or markings.

C.7.8.2. The parking of a vehicle on the right shoulder of a roadway without curbs is prohibited except for emergency and/or mechanical failure. In the event of emergency or mechanical failure, the vehicle will be parked in the direction of travel and not less than two feet beyond the outer edge of the pavement. A vehicle parked unattended in excess of 24 hours shall constitute abandonment.

C.7.8.3. The stopping or parking, except to avoid traffic congestion or in compliance with a traffic order or device, in any of the places listed below is prohibited:

C.7.8.3.1. On a side walk.

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C.7.8.3.2. In front of a driveway.

C.7.8.3.3. Within 15 feet of a fire hydrant.

C.7.8.3.4. On a crosswalk.

C.7.8.3.5. Within 20 feet of an intersection.

C.7.8.3.6. Within 20 feet of a driveway entrance to any emergency facility.

C.7.8.3.7. Along side any vehicle (double parking) except in angle parking where permitted.

C.7.8.3.8. Where prohibited by official signs.

C.7.8.3.9. On lawns or in grassed areas.

C.7.8.3.10. Within 15 feet of buildings, except in areas officially designated as authorized parking areas.

C.7.8.3.11. In service driveways.

C.7.8.3.12. Within 20 feet of refuse or loading areas.

C.7.8.3.13. Along curbing painted yellow.

C.7.8.3.14. In designated handicapped parking area without proper permit.

C.7.8.3.15. Along curbing or within zones marked red or designated dockage points except in the performance of cargo transfer.

C.7.9. TRAFFIC ACCIDENTS:

C.7.9.1. The operator or owner of a vehicle involved in an accident will stop immediately as close to the scene as possible without obstructing traffic. He/She will:

C.7.9.1.1. Render or secure such first aid as is necessary.

C.7.9.1.2. Report the accident to the Security Police Desk (extension 2911), giving his/her name, location of employment, company name, employer name, and SSN.

C.7.9.1.3. Remain at the scene until released by the Security Police.

C.7.9.2. The driver or owner of a vehicle involved in an accident will give his/her name, address and vehicle license number and exhibit his/her operator's license upon request to any person injured, to any occupant in a vehicle involved in the accident, or to any person acting for such persons. He/she shall give all reasonable assistance to any injured person. The driver of a vehicle which has damaged an unattended vehicle will stop immediately and leave in a conspicuous place in or on the other vehicle a written notice containing his/her name, address and a statement of the circumstances and report the incident to the Security Police as soon as possible.

C.7.10. PEDESTRIANS: Pedestrians will obey all traffic control signals. Pedestrians have the right-of way at all marked crosswalks.

Any pedestrian crossing a roadway other than a marked crosswalk will yield the right-of-way to approaching vehicles. Pedestrians will use sidewalks when available and when not available will walk on the left side of the road facing oncoming traffic. Hitchhiking on the installation is prohibited.

C.7.11. REPORT OF TRAFFIC VIOLATIONS:

C.7.11.1. All personnel operating motor vehicles on RRAD who violate traffic laws are subject to appropriate administrative actions.

C.7.11.2. All personnel charged with moving traffic offenses on depot will be referred to the United States Magistrate. Individuals committing moving traffic violations, or non-moving petty offenses described will be issued DD form 1805, United States District Court

Violation Notice, by Security Division. Copy 1 will be given to violators, copy 2 will be filed in Security Division, and copy 3 will be forwarded to United States District Court for disposition of the offense.

C.7.12. TRAFFIC ROUTES: Routes to and from work sites will be the routes established for the contractor where personnel will be working.

C.7.13. ALL CONTRACTORS, SUBCONTRACTORS, AND THEIR EMPLOYEES ARE RESPONSIBLE FOR COMPLYING WITH THE FOLLOWING REGULATIONS:

C.7.13.1. Items forbidden on the depot include "strike anywhere" matches, alcoholic beverages, narcotics, photographic equipment, 14 20

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unauthorized tools, firearms, explosives, and illegal knives (stilettos, switchblades, hook blades, and blades over three inches in length).

C.7.13.2. Personnel will not retain passes and badges upon job completion (or termination), remain on depot after termination, utilize any flame producing devices in restricted areas (unless approved by appropriate authority), enter depot in an intoxicated condition, fight, gamble, picket, or create a disturbance.

C.7.13.3. Contractor will assume responsibility for employee's loyalty by furnishing appropriate voucher to Chief, Security Division, abide by all applicable fire, safety, and security requirements, and adhere to all applicable Federal and State Labor Laws and regulations.

C.7.13.4. General Instructions:

C.7.13.4.1. All Depot traffic regulations will be observed.

C.7.13.4.2. Predetermined work routes will be followed with no deviations.

C.7.13.4.3. All personnel vehicles and containers are subject to search and confiscation of unauthorized items while on the depot.

Personnel are subject to citation in U.S. Magistrate court for possession of unauthorized items (i.e. alcohol, etc.)

C.7.13.4.4. Notorious misconduct off the depot may be sufficient grounds for denying entrance to the depot.

C.7.13.4.5. POV'S must have minimum insurance coverage and state inspection sticker if applicable in the state of registration, in accordance with Texas State Laws.

C.7.13.4.6. All personnel will adhere to all depot fire, safety, security and other applicable regulations.

C.7.13.4.7. All personnel employed by a temporary Contractor who complete work in the limited area are required to park their POV'S outside the limited area in an authorized lot, and travel to and from their work site in an authorized contractor vehicle.

*** END OF NARRATIVE C0001 ***

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SECTION D - PACKAGING AND MARKING

52.247-4049 PACKAGING & MARKING (Apr 1994)

Material is to be packaged and packed in a manner to afford adequate protection against damage during shipment from supply source to destination. Package and pack shall conform to the applicable carrier rules, regulations, and tariffs and may be the industry standard commercial practice. All unit, intermediate and exterior packs shall, as a minimum, be marked as follows by any means which provides legibility and durability: Federal Stock Number and/or Manufacturer's Part Number; Noun; Quantity; Purchase Order Number; Requisition

Number; Mark for Bldg; and Ship To. Exterior shipping containers shall contain a packing list or other documentation setting forth contents.

*** END OF NARRATIVE D0001 ***

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SECTION F - DELIVERIES OR PERFORMANCE

52.211-4009 DELIVERIES TO RED RIVER ARMY DEPOT (RRAD) (Mar 2013)

Beginning August 10, 2009, all drivers will be required to schedule an appointment for delivery at least 24 hours in advance. On numerous occasions DDRT has seen an increase in the number of trucks arriving for delivery at the same time, which resulted in trucks not being unloaded within the free time allotted. This increases costs in the form of detention charges to DOD.

Deliveries will be scheduled for Monday-Friday, 0700-1300. A copy of each bill needs to be emailed or faxed to the POC at CML (903)334-

2208 or CML (903) 334-2881. POC's are available Monday-Saturday 0700-1730 with the exception of government holidays. For directions, please call CML (903) 334-3060. Trucks are to enter through the commercial carrier route entrance (US HWY 82) and are to report to

Building 740 Truck Control, 100 Armory Drive, New Boston, TX 75570, at least 1 hour prior to their scheduled appointment.

All individuals entering the depot will undergo a Criminal History Background Check unless they possess a Military Identification Card, Transportation Worker Identification Credential, or Federal PIV Card. Derogatory information discovered during a background investigation may result in denial of access to the installation or detention in the event of an outstanding warrant. Carriers that arrive at Truck Control without appointments will be placed at the end of the day's schedule unless there is an earlier opening and will be worked /unloaded as soon as possible.

To schedule an appointment send an e-mail to ddrt-appt@dla.mil.

*** END OF NARRATIVE F0001 ***

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SECTION J - LIST OF ATTACHMENTS

List of Number List of Number

Addenda Title Date of Pages Transmitted By Addenda Title Date of Pages Transmitted By________________ ____________________________________________________________ _______________ ____________ _______________________________ ____________________________________________________________ _______________ ____________ _______________

Exhibit A CDRLS, DD-1423 02-AUG-2017 001 DATA

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SECTION L - INSTRUCTIONS, CONDITIONS, AND…