Attachment 2-Task Order Specifications- wage determination-drawings.pdf

PDF 16 MB Posted May 7, 2020

Attached to: NSWCPD SATOC Shipboard-type & Test Facilities
Solicitation number: W912BU-20-R-0016
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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Written by GovTribe AI · Dec 30, 2023

This is a solicitation for a single award task order contract to provide construction-related industrial support services to the Naval Surface Warfare Center Philadelphia Division. Services include fabrication, installation, testing, maintenance, and removal of Navy shipboard equipment and test facilities. The contract also provides maintenance, repair, renovation, and construction support for buildings and laboratories.

The contract is for five years with a minimum guarantee of $50,000 and maximum task order amount of $6 million. The total contract ceiling is $49 million. Davis Bacon rates and performance/payment bonds may apply to task orders. The North American Industry Classification System code is 238990 and size standard is $16.5 million. Proposals are due by 4:30pm on June 8, 2020 and the best value source selection method will be used, considering experience, past performance, key personnel, small business utilization, and price. A site visit is scheduled for May 19 and questions are due by May 27. The solicitation is available through beta.SAM.gov.

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Task Order W912BU-20-F-NSW1

US Army Corps of Engineers Philadelphia District

Backfit Contract 3 Flight 1

Naval Surface Warfare Center, Philadelphia Division Philadelphia, Pennsylvania

Task Order Specifications, Wage Determination and Drawings.

6 May 2020

This page was intentionally left blank for duplex printing.

4 MAY 2020

RFP NO. W912BU-20-F-NSW1

PHILADELPHIA DISTRICT

CORPS OF ENGINEERS

REQUEST FOR PROPOSAL

FOR

BACKFIT CONTRACT 3,

FLIGHT 1

NAVAL SURFACE WARFARE CENTER,

PHILADELPHIA DIVISION

PHILADELPHIA, PENNSYLVANIA

I. NOTE THE AFFIRMATIVE ACTION REQUIREMENT OF THE EQUAL OPPORTUNITY CLAUSE

WHICH MAY APPLY TO THE CONTRACT RESULTING FROM THIS SOLICITATION.

II. OFFERORS ARE REQUIRED TO COMPLETE THE REPRESENTATION AND CERTIFICATIONS

PORTION OF SECTION 00 45 00 OF THIS SOLICITATION AND SUBMIT THIS WITH THEIR

OFFER.

III. PROSPECTIVE OFFERORS ARE INVITED TO VISIT THE SITE OF THE WORK TO

ACQUAINT THEMSELVES WITH THE SITE CONDITIONS AND ANY PROBLEMS INCIDENT TO THE

PROSECUTION OF THE WORK. A SITE VISIT IS SCHEDULED FOR 9:00 A.M. ON 19 MAY

2020. CONTACT MARIA FIGUEROA-GOMEZ AT MARIA.M.FIGUEROA-GOMEZ@USACE.ARMY.MIL

NO LATER THAN 5:00 P.M. ON 11 MAY 2020 TO ATTEND THE SITE VISIT. INFORMATION

REQUIRED: 1. ATTENDEE’S FULL NAME, 2. CITIZENSHIP, 3. COMPANY NAME, 4.

BUSINESS ADDRESS, 5. PHONE, 6. CLEARANCE LEVEL (IF ANY).

W912BU-20-F-NSW1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

DIVISION 05 - METALS

05 05 23 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SCOPE

a. Furnish all supervision, labor, specialized services, material and equipment necessary to accomplish integrate Backfit Contract 3 Flight I (BFC3F1) equipment into the propulsion and electric plant control systems and accomplish the below outlined tasks for the DDG 51 Land Based Engineering Site (LBES) located in Building 77H at the Naval Surface Warfare Center, Philadelphia Division (NSWCPD) in accordance with this Statement of Work (SOW) and the associated NSWCPD drawings as follows:

(1) In accordance with NSWCPD Drawing No. 30041137, Removal of BFC1 DIU4, 5, & UCC With Installation of BFC3F1 DIU5 & UCC O, DDG 51 LBES, Bldg. 77H, remove BFC1 DIU4,5 & UCC E to allow installation of new BFC3F1 DIU5 & UCC O after modification of underlying platform support structure in accordance with drawing details. Also fabricate and install DIU5 connector plate and raceway as well as the UCC O cable protection box. Install new hand rail and grating. BFC1 DIU4,5 & UCC E shall be turned over to NSWCPD Code 514 after removal.

(2) In accordance with NSWCPD Drawing No. 30041361, BFC3F1 DIU4 & DIU4 SIM/STIM Installation, DDG 51 LBES, Bldg. 77H, install the DIU4 and DIU4 SIM/STIM on raised floor in the Control House Pad Level in accordance with drawing details. The DIU4 also requires fabrication and installation of its underfloor cable connection plates.

(3) In accordance with NSWCPD Drawing No. 30041362, BFC3F1 DIU4 SIM/STIM Arrangement & Details, DDG 51 LBES, Bldg. 77H, purchase and install all components into two rack enclosures in accordance with drawing details. Each rack enclosure requires brush seal installation for cable entry at bottom, exhaust fan at top, and inlet air filter installation in lower rear door. The SIM STIM rack electronics include a PXI computer and chassis with 18 slots containing various electronic cards added including eight analog output cards, one digital input card, two digital output cards, and one fiber optic card. Requisite power supply, circuit breakers, and signal distribution including wiring with various relays, breakout terminal blocks, din rail terminal blocks, signal conditioners, and other components are also required to be installed according to drawing details.

(4) In accordance with NSWCPD Drawing No. 30041363, BFC3F1 DIU4 SIM /STIM to BFC3F1 DIU4 Cable Run Sheets, DDG 51 LBES, Bldg. 77H, fabricate and connect cables between the BFC3F1 DIU4 SIM/STIM and the BFC3F1 DIU4 in accordance with the cable run sheets. The cables shall be routed and installed under raised floor in accordance with drawing 30041368.

(5) In accordance with NSWCPD Drawing No. 30041364, GTM 2A SIM / STIM Arrangement & Details, DG 51 LBES, Bldg. 77H, purchase and install all components into one rack enclosure in accordance with drawing details.

The rack enclosure requires a brush seal installation for cable entry at bottom, exhaust fan at top, and inlet air filter installation in

SECTION 01 11 00 Page 1 lower rear door. The SIM STIM rack electronics include a PXI chassis with 18 slots containing various electronic cards added including one CPU, five analog output cards, one dual analog/digital input card, and one digital output card. Requisite power supply, circuit breakers, and signal distribution including wiring with various relays, breakout terminal blocks, din rail terminal blocks, signal conditioners, and other components are also required to be installed according to drawing details.

(6) In accordance with NSWCPD Drawing No. 30041365, GTM 2B SIM / STIM Arrangement & Details, DDG 51 LBES, Bldg. 77H, purchase and install all components into one rack enclosure in accordance with drawing details.

The rack enclosure requires a brush seal installation for cable entry at bottom, exhaust fan at top, and inlet air filter installation in lower rear door. The SIM STIM rack electronics include a PXI chassis with 18 slots containing various electronic cards added including one CPU, five analog output cards, one dual analog/digital input card, and one digital output card. Requisite power supply, circuit breakers, and signal distribution including wiring with various relays, breakout terminal blocks, din rail terminal blocks, signal conditioners, and other components are also required to be installed according to drawing details.

(7) In accordance with NSWCPD Drawing No. 30041366, BFC3F1/BFC2 DIU4/5 FCS Switch to BFC3F1 DIU4 Cable Run Sheets, DDG 51 LBES, Bldg. 77H, fabricate and connect cables between BFC3F1/BFC2 DIU4/5 FCS Switch and BFC3F1 DIU4 in accordance with the cable run sheets. The cables shall be routed and installed in accordance with drawing 30041368.

(8) In accordance with NSWCPD Drawing No. 30041368, BFC3F1/BFC2 DIU4/5 FCS SW to BFC3F1 DIU4 Cableway Installation Arr & Det, DDG 51 LBES, Bldg. 77H, remove cables from runsheets EHQ10639 and EHQ10663, and also install cables from runsheets 30041363 and 30041366 in new and existing cableways in accordance with cableway drawing details.

(9) In accordance with NSWCPD Drawing No. 30041383, BFC3F1 DIU5 Extension Cable Run Sheets, DDG 51 LBES, DDG 51 LBES, Bldg. 77H, fabricate and install new extension cables as identified within the cable run sheets. Relabel existing cables as identified in the cable run sheets notes. Reconnect all cables to the BFC3F1 DIU5 (with or without extensions) as identified in the cable run sheets notes.

(10) In accordance with NSWCPD Drawing No. 30041395, GTM 2A Engine Control SIM / STIM to Engine Control SW 2A Cable Runsheets, DDG 51 LBES, Bldg. 77H, fabricate and connect cables between GTM2A Engine Control Sim / Stim and, Engine Control Switch 2A, and MCS Auxiliary Switch in accordance with the cable run sheets. The cables shall be routed and installed in accordance with drawing 30041397.

(11) In accordance with NSWCPD Drawing No. 30041396, GTM 2B Engine Control SIM / STIM to Engine Control SW 2B Cable Runsheets, DDG 51 LBES, Bldg. 77H, fabricate and connect cables between GTM2B Engine Control Sim / Stim and, Engine Control Switch 2B, and MCS Auxiliary Switch in accordance with the cable run sheets. The cables shall be routed and installed in accordance with drawing 30041397.

(12) In accordance with NSWCPD Drawing No. 30041397, GTM 2A/2B Engine Control SIM / STIM Cableway Installation, DDG 51 LBES, Bldg. 77H, install cables from runsheets 30041395 and 30041396 in new and existing

SECTION 01 11 00 Page 2 cableways in accordance with cableway drawing details.

(13) In accordance with NSWCPD Drawing No. 30041398, GTM 2A/2B Engine Control SIM/STIM & UCC "N" Installation, DDG 51 LBES, Bldg. 77H, modify existing platform steel structure and grating in accordance with drawing details to allow installation of the GTM 2A SIM/STIM and GTM 2B SIM/STIM. In addition, UCC N shall be installed on raised floor in the former DDG1000 Control Room adjacent to the DDG51 Control room as per drawing details. Cable protection boxes shall be fabricated and installed to support the installation of UCC "N". BFC3F1 DIU1-3 are installed by separate project and are only referenced in drawing for document update purposes.

(14) In accordance with NSWCPD Drawing No. 30041401, BFC3F1 Network Installation, DDG 51 LBES, Bldg. 77H, install and connect new network cabling in accordance with drawing details. Cable installation shall be in new and existing cableway as identified in drawing details.

(15) In accordance with NSWCPD Drawing No. 30041402, BFC3F1 Power Installation, DDG 51 LBES, Bldg. 77H, install and connect new power circuits in accordance with drawing details in existing cableways.

Work scope includes installation of new breakers into existing power panels where indicated.

(16) In accordance with NSWCPD Drawing No. EHQ10668, DDG102AF Lube Oil Filter Separator Installation, DDG51 LBES, Bldg. 77H, remove existing Lube Oil Purifier, head tank, piping, controller with foundation and identified cabling in accordance with drawing details. Install new DDG102AF Lube Oil Filter Separator skid with new foundation, piping and cabling in accordance with drawing details.

(17) In accordance with NSWCPD Drawing EHQ10844, GTM2 Torsion Meter Installation, DDG51 LBES, BLDG 77H, remove existing GTM2 instrument foundations and GTM2 shaft collar flashing in accordance with drawing details. Install new GTM2 torsion meter foundation, torsion meter shaft instrumentation, associated cables, and torsion meter readout enclosure in accordance with drawing details.

b. To the maximum extent possible, the components will be prefabricated at the contractor's facility with final assembly performed in Building 77H.

The Contractor will be responsible for the visual examination of all welds.

c. Conformance to requirements shall be demonstrated through the preparation of quality control documentation.

d. This project shall be coordinated with test site activities and other ongoing projects construction projects.

e. Upon completion, new structural work shall be inspected and certified as ready for equipment installation.

f. This project involves steel fabrication, steel erection, controls equipment assembly, equipment installation, electrical and control cable installation and termination, testing, general construction and construction inspection.

1.2 REFERENCES

The drawings and publications listed below form a part of this

SECTION 01 11 00 Page 3 specification to this statement of work. The publications are referred to within the text by the basic designation only. The installation of the components identified in this statement of work shall be in compliance with all applicable sections:

ASTM INTERNATIONAL (ASTM)

ASTM A325 (2014) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

IPC - ASSOCIATION CONNECTING ELECTRONICS INDUSTRIES (IPC)

IPC IPC/WHMAA-A-620B (2012) Requirements and Acceptance for Cable and Wire Harness Assemblies

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA VE 2 (2013; ERTA 2016) Cable Tray Installation Guidelines

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14; TIA 17-15; TIA 17-16; TIA 17-17 )

National Electrical Code

U.S. DEPARTMENT OF DEFENSE (DOD)

MIL-STD-2003A (2009) Electric Plant Installation Standard Methods For Surface Ships And Submarines

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1926 Safety and Health Regulations for Construction

U.S. DEPARTMENT OF DEFENSE (DOD)

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC SP 2 (1982; E 2000; E 2004) Hand Tool Cleaning

SSPC SP 3 (1982; E 2004) Power Tool Cleaning

The Contractor shall also comply with all applicable standards produced by the following organizations:

AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT)

INTERNATIONAL ELECTRICAL TESTING ASSOCIATION (NETA)

IPC - ASSOCIATION CONNECTING ELECTRONICS INDUSTRIES (IPC)

IPC/WHMAA-A-620 Requirements and Acceptance for Cable and Wire

SECTION 01 11 00 Page 4

Harness Assemblies

NATIONAL ELECTRICAL INSTALLATION STANDARDS (NEIS)

1.3 DRAWINGS

NSWCPD Drawing No. 30041137, Removal of BFC1F1 DIU4, 5, & UCC With Installation of BFC3F1 DIU5 & UCC O, DDG 51 LBES, Bldg. 77H.

NSWCPD Drawing No. 30041361, BFC3F1 DIU4 & DIU4 SIM/STIM Installation, DDG 51 LBES, Bldg. 77H.

NSWCPD Drawing No. 30041362, BFC3F1 DIU4 SIM/STIM Arrangement & Details, DDG 51 LBES, Bldg. 77H.

NSWCPD Drawing No. 30041363, BFC3F1 DIU4 SIM /STIM to BFC3F1 DIU4 Cable Run Sheets, DDG 51 LBES, Bldg. 77H.

NSWCPD Drawing No. 30041364, GTM 2A SIM / STIM Arrangement & Details, DDG 51 LBES, Bldg. 77H.

NSWCPD Drawing No. No. 30041365, GTM 2B SIM / STIM Arrangement & Details, DDG 51 LBES, Bldg. 77H.

NSWCPD Drawing No. 30041366, BFC3F1/BFC2 DIU4/5 FCS Switch to BFC3F1 DIU4 Cable Run Sheets, DDG 51 LBES, Bldg. 77H.

NSWCPD Drawing No. 30041368, BFC3F1/BFC2 DIU4/5 FCS SW to BFC3F1 DIU4 Cableway Installation Arrangement and Details, DDG 51 LBES, Bldg. 77H.

NSWCPD Drawing No. 30041383, BFC3F1 DIU5 Extension Cable Run Sheets, DDG 51 LBES, Bldg. 77H.

NSWCPD Drawing No. 30041395, GTM 2A Engine Control SIM / STIM to Engine Control SW 2A Cable Runsheets, DDG 51 LBES, Bldg. 77H.

NSWCPD Drawing No. 30041396, GTM 2B Engine Control SIM / STIM to Engine Control SW 2B Cable Runsheets, DDG 51 LBES, Bldg. 77H.

NSWCPD Drawing No. 30041397, GTM 2A/2B Engine Control SIM / STIM Cableway Installation, DDG 51 LBES, Bldg. 77H.

NSWCPD Drawing No. 30041398, GTM 2A/2B Engine Control SIM/STIM & UCC "N" Installation, DDG 51 LBES, Bldg. 77H.

NSWCPD Drawing No. 30041401, BFC3F1 Network Installation, DDG 51 LBES, Bldg. 77H.

NSWCPD Drawing No. 30041402, BFC3F1 Power Installation, DDG 51 LBES, Bldg.

77H.

NSWCPD Drawing No. EHQ10668, DDG102AF Lube Oil Filter Separator Installation, DDG 51 LBES, Bldg. 77H.

NSWCPD Drawing No. EHQ10844, GTM2 Torsion Meter Installation, DDG 51 LBES, Bldg. 77H.

SECTION 01 11 00 Page 5

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule; G

Task Order Specific APP Addendum; G

SD-02 Shop Drawings

Reports, Completed Test Procedures With Results And Shop Drawings;

SD-03 Product Data

All Materials; G

SD-08 Manufacturer's Instructions

Material And Safety Data Sheets

1.5 NSWCPD RESPONSIBILITY

Clear access will be provided while work is in process.

1.6 SCOPE OF WORK

The following requirements are in addition of those specified in the base contract.

1.6.1 General

Furnish supervision, labor, material, tools, specialized services and equipment necessary to perform all work described in this summary of work, drawings and the associated documents.

a. Prior to removal of any existing work the contractor shall request tagout and lock out support via NSWCPD. At no time shall the contractor work without proper tagout/lockout. Verify that all cables and equipment have been de-energized prior to working on systems.

b. Field verify all tasks and dimensions prior to the start of work.

c. Prior to start of site work, submit to the COR a Site Specific Safety Plan (SSSP) for review and approval.

d. Install temporary fencing, barricades, signs, and other means of protection to keep unauthorized personnel from entering work area. PPE signs shall be posted throughout the entire work area.

e. At the end of each workday, remove all equipment, rags, rubbish and other discarded material from the site. All trash and debris shall be

SECTION 01 11 00 Page 6 disposed of off-site in accordance with all applicable Federal, State and local laws and regulations.

f. Maintain all hereafter-specified data and records. Submit data and records to the COR for review and acceptance.

g. Report problems encountered, immediately to the COR.

1.6.2 Schedule

a. Submit a detailed schedule within 5 days after Notice to Proceed.

b. The schedule shall be in accordance with Section 01 32 16 PROGRESS SCHEDULES. The following additional mandatory tasks shall be included on the schedule:

(1) Contractor and Government coordination tasks necessary for successful incorporation of Government Furnished - Contractor Installed equipment.

c. The Contractor shall ensure that their vendors meet schedules.

d. On a per drawing basis, the schedule shall identify what work is done prior to GFM turnover and what work will be done after GFM turnover. If multiple GFM items are part of a drawing, the schedule shall list each item individually. GFM turnover items shall be tracked as milestones in the schedule per drawing.

1.6.3 Product Submittals

Submit product data for all materials shown in the list of materials on the drawings, demonstrating compliance with contract requirements.

1.6.4 Additional Safety Requirements

a. Provide a dedicated Site Safety and Health Officer (SSHO) who has no other duties for this task order, or a SSHO from another task order under this contract for work being performed at this Building (77H). The SSHO shall report to both the corporate Safety Officer and the onsite CQC System Manager and Superintendent.

b. Submit a Task Order Specific APP Addendum to the contract wide APP above. The Task Order specific APP shall address the specific tasks, hazards, staffing, and controls that relate directly to this task order and the task order features of work.

1.6.5 Additional Quality Control Requirements

a. Provide a CQC System Manager who has no other duties, meeting the requirements in Section 01 45 00 QUALITY CONTROL, or a CQC System Manager from another task order under this contract for work being performed at this Building (77H).

b. Submit a Task Order Specific CQC Plan in accordance with 01 10 00 and 01 45 00 of the base contract within 10 days after the Notice to Proceed of this task order, and prior to start of any work.

c. The Task Order Specific CQC Plan shall also include procedures for scheduling, reviewing, certifying, and managing submittals, including those

SECTION 01 11 00 Page 7 of subcontractors, offsite fabricators, suppliers, and purchasing agents.

These procedures must be in accordance with NAVSEA Standard Item (2009) 009-04, "Quality Assurance".

1.6.6 Additional Welding Requirements

a. Prior to any welding, burning and grinding the Contractor shall protect cables, tray, conduit and electrical components etc. with fire blankets and other means of protection.

b. Welding Electrodes shall be E70xx. NOTE: Welding Electrodes 6010 shall not be used. Mig welding process is acceptable in lieu of stick process.

c. Visually inspect all welds by an AWS Certified Inspector.

1.6.7 Additional Structural Requirements

a. Grind smooth all sharp corners and rough edges on all new or modified steel.

b. Structural steel bolted connections shall be made with a minimum 3/4-inch diameter ASTM A325 High Strength Bolts with standard holes.

c. Bolted connections shall have two bolts minimum.

d. All bolted structural members shall have the equivalent of 1 square inch of steel weld metal applied to across joints to assure electrical grounding.

e. Clean and prepare structure supports in accordance with SSPC SP 2 or SSPC SP 3. The Contractor shall also follow the paint manufacturer's recommendations.

f. All carbon steel structures, upon completion of welding and weld inspection, shall have applied one coat of M.A.B. Rust-O-Lastic Anti-Corrosive Shop Primer Gray-073299 or Red-073299. Prime coat shall be 1.8-2.2 dry film thickness (DFT).

g. All carbon steel structures, after priming, shall have applied two finish coats of M.A.B. Rust-O-Lastic Finish (Alkyd) 074, ANSI 61, 7103 Gray or equal. Each coating shall be 1.8 to 2.2 dry film thickness (DFT).

1.6.8 Additional Electrical Requirements

Refer to the latest edition of the NFPA 70; MIL-STD-2003A;

IPC IPC/WHMAA-A-620B, IEEE or ANSI standards for installation and testing requirements not covered in drawings, documents or specifications

a. Install cables in accordance with the manufacturer's recommendations's to assure bend radius, pull tensions and side wall pressure limits are not exceeded.

b. Cable trays shall not have sharp edges, burrs or other projections which may damage the insulation or jackets of cable.

c. Install trays in accordacne with NEMA VE 2 for requirements not covered on the drawings. Also, reference manufacturer's documentation.

d. New tray splice plates shall be made wrench tight (torqued to the proper values) to make trays electrically continuous. Bond new trays

SECTION 01 11 00 Page 8 to steel in accordance with the notes shown on the drawing.

e. Cable Connections shall be marked with torque seal and torqued to the proper values. Ensure lock washers are installed.

f. Power and grounding cables shall be tie-wrapped to cable tray rungs every 18 inches in vertical runs and 36 inches in horizontal runs unless noted otherwise.

g. Perform insulation resistance (IR) test on new power cables and power panel components prior to energizing or connecting cables to equipment.

h. Perform system voltage check on new power panels after initial energization from power source(s) but prior to energizing load equipment. See drawing notes for additional requirements.

i. Identify power circuits on the outside of conduit or cable adjacent to where conduit or cable enters equipment. Utilize embossed aluminum marking tags and aluminum securing strips approved by NSWCPD.

j. Cabling shall have permanent cable designation installed on each end of cable adjacent to equipment enclosures in accordance with NSWCPD wiring diagrams, run sheets, and drawings.

k. Perform a point to point wiring check on all power and control cables. The point to point wiring check ensures that the conductor identification is properly understood at each end and not crossed with other conductors. This shall be accomplished through a continuity check with a meter.

l. Perform continuity and ground testing for all cables installed under this SOW, unless otherwise stated in documents.

m. Prior to testing, provide testing and safety procedures to the Government for review and approval.

n. Cable test procedures shall be submitted to the Government for review and approval 1 week in advance of scheduled testing.

o. Testing shall be performed by a certified testing company using qualified personnel. Submit Electrician Personnel Certifications for all electricians performing testing.

p. Submit 3 copies of Test Data and reports upon completion of tests.

Provide both hard and electronic copies of test reports.

q. Splices and Terminations shall be installed in accordance with Standards herein. Electricians must be certified to perform splices and terminations.

1.6.9 Gas-Free Services

All personnel performing gas free services shall be qualified and certified in accordance with standards of 29 CFR 1926.

1.6.10 Shipping

Meet the recommended shipping practices, including tie downs, blocking and

SECTION 01 11 00 Page 9 bracing, specified in the Uniform Freight Classification Rules.

1.6.11 DELIVERABLES

Prepare a submittal register in accordance with Section 01 33 00 SUBMITTAL PROCEDURES, incorporating the submittals required by this task order. A partial submittal register for this task order is attached to the end of this section. In addition to the submittals listed throughout this specifications, submit the following:

a. Reports, completed test procedures with results and shop drawings (for Government review and approval).

b. Material and Safety Data Sheets (for Government's information).

c. Vendor manuals for purchased equipment (for Government use).

d. Vendor warranties for purchased equipment(for Government use).

1.7 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Pursuant to Contract Clause "FAR 52.245-1, Government Property", the Government will furnish materials and equipment indicated on the drawings as Government Furnished Material (GFM) or Government Furnished Equipment (GFE) for installation by the Contractor:

Quantities are as indicated on the drawings. Quantities are all that will be furnished by the Government. Provide any additional quantities that are required.

1.7.1 Delivery Location

The materials and equipment are located or will be delivered to: 901 Admiral Peary Way, Building 77H, Philadelphia, PA 19112.

1.8 WORK HOURS

a. Normal working hours at NSWCPD for this task order are Monday through Friday, from 0700 to 1700 hours.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 11 00 Page 10

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Section 01 11 00 Page 13

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

In accordance with FAR 52.211-10 of Section 00 70 00 CONTRACT CLAUSES, the Contractor shall complete all work for use not later than 180 calendar days after the date of receipt of the notice to proceed..

1.2 LIQUIDATED DAMAGES - CONSTRUCTION (SEPT 2000)

The liquidated damages amount for FAR 52.211-12 in Section 00 70 00 CONTRACT CLAUSES, is $540.00.

1.3 PHYSICAL DATA (APR 1984)

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor. (FAR 52.236-4)

a. The indications of physical conditions on the drawings and in the specifications are the result of site investigations.

b. Magnitude of the Contract Work. The estimated value of the contract work is between $1,000,000 and $5,000,000.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 1

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

PART 1 GENERAL

1.1 REFERENCES

Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards producing organization (e.g. ASTM B564 Standard Specification for Nickel Alloy Forgings). However, when the standards producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.

1.2 ORDERING INFORMATION

The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

130 East Randolph, Suite 2000 Chicago, IL 60601 Ph: 312-670-5444 Fax: 312-670-5403 Steel Solutions Center: 866-275-2472 E-mail: solutions@aisc.org Internet: https://www.aisc.org/

AMERICAN WELDING SOCIETY (AWS)

8669 NW 36 Street, #130 Miami, FL 33166-6672 Ph: 800-443-9353 Internet: https://www.aws.org/

ASME INTERNATIONAL (ASME)

Two Park Avenue New York, NY 10016-5990 Ph: 800-843-2763 Fax: 973-882-1717 E-mail: customercare@asme.org Internet: https://www.asme.org/

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 610-832-9500 Fax: 610-832-9555 E-mail: service@astm.org Internet: https://www.astm.org/

SECTION 01 42 00 Page 1

IPC - ASSOCIATION CONNECTING ELECTRONICS INDUSTRIES (IPC)

3000 Lakeside Drive, Suite 105 N Bannockburn, IL 60015 Ph: 847-615-7100 Fax: 847-615-7105 E-mail: answers@ipc.org Internet: http://www.ipc.org

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

1300 North 17th Street, Suite 900 Arlington, VA 22209 Ph: 703-841-3200 Internet: https://www.nema.org

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

1 Batterymarch Park Quincy, MA 02169-7471 Ph: 800-344-3555 Fax: 800-593-6372 Internet: https://www.nfpa.org

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

800 Trumbull Drive Pittsburgh, PA 15205 Ph: 877-281-7772 or 412-281-2331 Fax: 412-444-3591 E-mail: customerservice@sspc.org Internet: http://www.sspc.org

U.S. DEPARTMENT OF DEFENSE (DOD)

Order DOD Documents from:

Room 3A750-The Pentagon 1400 Defense Pentagon Washington, DC 20301-1400 Ph: 703-571-3343 Fax: 215-697-1462 E-mail: customerservice@ntis.gov Internet: https://www.ntis.gov/ Obtain Military Specifications, Standards and Related Publications from:

Acquisition Streamlining and Standardization Information System

(ASSIST)

Department of Defense Single Stock Point (DODSSP) Document Automation and Production Service (DAPS) Building 4/D 700 Robbins Avenue Philadelphia, PA 19111-5094 Ph: 215-697-6396 - for account/password issues Internet: https://assist.dla.mil/online/start/; account registration required Obtain Unified Facilities Criteria (UFC) from:

Whole Building Design Guide (WBDG) National Institute of Building Sciences (NIBS) 1090 Vermont Avenue NW, Suite 700 Washington, DC 20005 Ph: 202-289-7800 Fax: 202-289-1092 Internet:

SECTION 01 42 00 Page 2 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

8601 Adelphi Road College Park, MD 20740-6001 Ph: 866-272-6272 Internet: https://www.archives.gov/ Order documents from:

Superintendent of Documents U.S. Government Publishing Office (GPO) 732 N. Capitol Street, NW Washington, DC 20401 Ph: 202-512-1800 or 866-512-1800 Bookstore: 202-512-0132 Internet: https://www.gpo.gov/

PART 2 PRODUCTS

Not used

PART 3 EXECUTION

Not used

SECTION 01 42 00 Page 3

SECTION 05 05 23

STRUCTURAL WELDING

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 360 (2016) Specification for Structural Steel Buildings

AMERICAN WELDING SOCIETY (AWS)

AWS A2.4 (2012) Standard Symbols for Welding, Brazing and Nondestructive Examination

AWS D1.1/D1.1M (2015; Errata 1 2015; Errata 2 2016) Structural Welding Code - Steel

AWS D1.3/D1.3M (2018) Structural Welding Code - Sheet Steel

AWS D1.4/D1.4M (2011) Structural Welding Code - Reinforcing Steel

AWS D14.4/D14.4M (2012) Specification for Welded Joints for Machinery and Equipment

AWS QC1 (2016) Specification for AWS Certification of Welding Inspectors

AWS Z49.1 (2012) Safety in Welding and Cutting and Allied Processes

ASTM INTERNATIONAL (ASTM)

ASTM E165/E165M (2012) Standard Practice for Liquid Penetrant Examination for General Industry

ASTM E709 (2015) Standard Guide for Magnetic Particle Examination

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

SECTION 05 05 23 Page 1

SD-03 Product Data

Welding Procedure Qualifications; G

Welder, Welding Operator, and Tacker Qualification

Previous Qualifications

Pre-Qualified Procedures; G

Welding Electrodes and Rods

SD-06 Test Reports

Welding Quality Assurance Plan Weld Inspection Log

SD-07 Certificates

Certified Welding Procedure Specifications (WPS)

Certified Brazing Procedure Specifications (BPS)

Certified Procedure Qualification Records (PQR)

Certified Welder Performance Qualifications (WPQ)

Certified Brazer Performance Qualifications (BPQ)

Certified Welding Inspector

1.3 QUALITY ASSURANCE

Except for pre-qualified (in accordance with AWS D1.1/D1.1M) and previously qualified procedures, each Contractor performing welding must record in detail and qualify the welding procedure specification for any welding procedure followed in the fabrication of weldments. Conform welding procedure qualifications to AWS D1.1/D1.1M and to the specifications in this section. Submit for approval copies of the welding procedure specification and the procedure qualification records for each type of welding being performed. Submission of the welder, welding operator, or tacker qualification test records is also required. Approval of any procedure, however, does not relieve the Contractor of the sole responsibility for producing a finished structure meeting all the specified requirements. Submit this information on the forms in Annex M of AWS D1.1/D1.1M. Individually identify and clearly reference on the detail drawings and erection drawings all welding procedure specifications, or suitably key them to the contract drawings. In case of conflict between this specification and AWS D1.1/D1.1M, this specification governs.

1.3.1 General Requirements

Fabricate work in an AISC Certified Fabrication Plant, Category Std. Erect work by an AISC Certified Erector, Category CSE.

a. For Structural Projects, provide documentation of the following:

(1) Component Thickness 1/8 inch and greater: Qualification documents (WPS, PQR, and WPQ) in accordance with AWS D1.1/D1.1M.

SECTION 05 05 23 Page 2

(2) Component Thickness Less than 1/8 inch: Qualification documents (WPS, PQR, and WPQ) in accordance with AWS D1.3/D1.3M.

(3) Reinforcing Steel: Qualification documents (WPS, PQR, and WPQ) in accordance with AWS D1.4/D1.4M.

b. For other applications, provide documentation of the following:

(1) Submit two copies of the Certified Welding Procedure Specifications (WPS), Certified Brazing Procedure Specifications (BPS) and Certified Procedure Qualification Records (PQR) to the Contracting Officer for approval.

(2) Submit two copies of the Certified Welder Performance Qualifications (WPQ)and Certified Brazer Performance Qualifications (BPQ) to the Contracting Officer for approval within fifteen calendar days prior to any employee welding on the project material.

(3) Machinery: Qualification documents (WPS, PQR, and WPQ) in accordance with AWS D14.4/D14.4M.

1.3.2 Previous Qualifications

Welding procedures previously qualified by test in accordance with AWS D1.1/D1.1M, may be accepted for this contract without re-qualification, upon receipt of the test results, if the following conditions are met:

a. Testing was performed by an approved testing laboratory, technical consultant, or the Contractor's approved quality control organization.

b. The qualified welding procedure conforms to the requirements of this specification and is applicable to welding conditions encountered under this contract.

c. The welder, welding operator, and tacker qualification tests conform to the requirements of this specification and are applicable to welding conditions encountered under this contract.

1.3.3 Pre-qualified Procedures

Welding procedures which are considered pre-qualified as specified in AWS D1.1/D1.1M will be accepted without further qualification. Submit for approval a listing or an annotated drawing to indicate the joints not pre-qualified. Procedure qualification is mandatory for these joints.

1.3.4 Welder, Welding Operator, and Tacker Qualification

Each welder, welding operator, and tacker assigned to work on this contract must be qualified in accordance with the applicable requirements of AWS D1.1/D1.1M and as specified in this section. Welders, welding operators, and tackers who make acceptable procedure qualification test welds will be considered qualified for the welding procedure used within the applicable essential variables for welder qualification.

1.3.4.1 Previous Personnel Qualifications

At the discretion of the Contracting Officer, welders, welding operators, SECTION 05 05 23 Page 3 and tackers qualified by test within the previous 6 months may be accepted for this contract without re-qualification if all the following conditions are met:

a. Copies of the welding procedure specifications, the procedure qualification test records, and the welder, welding operator, and tacker qualification test records are submitted and approved in accordance with the specified requirements for detail drawings.

b. Testing was performed by an approved testing laboratory, technical consultant, or the Contractor's approved quality control organization.

d. che welder, welding operator, and tacker qualification tests conform to the requirements of this specification and are applicable to welding conditions encountered under this contract.

1.3.4.2 Certificates

Before assigning any welder, welding operator, or tacker to work under this contract, submit the names and certification that each individual is qualified as specified. State in the certification the type of welding and positions for which the welder, welding operator, or tacker is qualified, the code and procedure under which the individual is qualified, the date qualified, and the name of the firm and person certifying the qualification tests. Keep the certification current, on file, and furnish 3 copies.

1.3.4.3 Renewal of Qualification

Re-qualification of a welder or welding operator is required under any of the following conditions:

a. It has been more than 6 months since the welder or welding operator has used the specific welding process for which he is qualified.

b. There is specific reason to question the welder or welding operator's ability to make welds that meet the requirements of these specifications.

c. The welder or welding operator was qualified by an employer other than those firms performing work under this contract, and a qualification test has not been taken within the past 12 months. Submit as evidence of conformance all records showing periods of employment, name of employer where welder, or welding operator, was last employed, and the process for which qualified.

d. A tacker who passes the qualification test is considered eligible to perform tack welding indefinitely in the positions and with the processes for which he/she is qualified, unless there is some specific reason to question the tacker's ability or there has been a gap greater than 6 months since he/she last used the process. In such a case, the tacker is required to pass the prescribed tack welding test.

1.3.5 Inspector Qualification

Submit certificates indicating that certified welding inspectors meet the requirements of AWS QC1.

SECTION 05 05 23 Page 4

1.3.6 Symbols and Safety

Use symbols in accordance with AWS A2.4, unless otherwise indicated.

Follow safe welding practices and safety precautions during welding in conformance with AWS Z49.1.

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

Conform the design of welded connections to AISC 360, unless otherwise indicated or specified. Material with welds will not be accepted unless the welding is specified or indicated on the drawings or otherwise approved. Perform welding as specified in this section, except where additional requirements are shown on the drawings or are specified in other sections. Do not commence welding until welding procedures, inspectors, welders, welding operators, and tackers have been qualified and the submittals approved by the Contracting Officer. Perform all testing at or near the work site. Maintain records of the test results obtained in welding procedure, welder, welding operator, and tacker performance qualifications.

2.1.1 Pre-erection Conference

Hold a pre-erection conference prior to the start of the field welding, to bring all affected parties together and to gain a naturally clear understanding of the project and the Welding Procedure Specifications (WPS) (submitted for all welding, including welding done using pre-qualified procedures). Mandatory attendance is required by all Contractor's welding production and inspection personnel and appropriate Government personnel.

Include as items for discussion: responsibilities of various parties;

welding procedures and processes to be followed; welding sequence (both within a joint and joint sequence within the building); inspection requirements and procedures, both visual and nondestructive testing;

welding schedule; and other items deemed necessary by the attendees.

2.2 WELDING EQUIPMENT AND MATERIALS

Provide all welding equipment, welding electrodes and rods, welding wire, and fluxes capable of producing satisfactory welds when used by a qualified welder or welding operator. Use type 70xx welding electrodes. Provide welding equipment and materials that comply with the applicable requirements of AWS D1.1/D1.1M. Submit product data on welding electrodes and rods.

PART 3 EXECUTION

3.1 WELDING OPERATIONS

3.1.1 Requirements

Conform workmanship and techniques for welded construction to the requirements of AWS D1.1/D1.1M and AISC 360 or other welding standards as required on the drawings.

3.1.2 Identification

Identify all welds in one of the following ways:

SECTION 05 05 23 Page 5

a. Submit written records to indicate the location of welds made by each welder, welding operator, or tacker.

b. Identify all work performed by each welder, welding operator, or tacker with an assigned number, letter, or symbol to identify welds made by that individual. The Contracting Officer may require welders, welding operators, and tackers to apply their symbol next to the weld by means of rubber stamp, felt-tipped marker with waterproof ink, or other methods that do not cause an indentation in the metal. Place the identification mark for seam welds adjacent to the weld at 3 foot intervals. Identification with die stamps or electric etchers is not allowed.

3.2 QUALITY CONTROL

Perform testing using an approved inspection or testing laboratory or technical consultant; or if approved, the Contractor's inspection and testing personnel may be used instead of the commercial inspection or testing laboratory or technical consultant. A Certified Welding Inspector must perform visual inspection on 100 percent of all welds. Document this inspection in the Visual Weld Inspection Log. Verify the welds conform to paragraph STANDARDS OF ACCEPTANCE. Conform procedures and techniques for inspection with applicable requirements of AWS D1.1/D1.1M, ASTM E165/E165M, and ASTM E709. Submit a Welding Quality Assurance Plan and records of tests and inspections.

3.3 STANDARDS OF ACCEPTANCE

Conform dimensional tolerances for welded construction, details of welds, and quality of welds with the applicable requirements of AWS D1.1/D1.1M and the contract drawings.

3.4 GOVERNMENT INSPECTION AND TESTING

In addition to the inspection and tests performed by the Contractor for quality control, the Government will perform inspection and testing for acceptance to the extent determined by the Contracting Officer. The work may be performed by the Government's own forces or under a separate contract for inspection and testing. The Government reserves the right to perform supplemental nondestructive and destructive tests to determine compliance with paragraph STANDARDS OF ACCEPTANCE.

3.5 CORRECTIONS AND REPAIRS

If inspection or testing indicates defects in the weld joints, repair defective welds using a qualified welder or welding operator as applicable. Conduct corrections in accordance with the requirements of AWS D1.1/D1.1M and the specifications. Repair all defects in accordance with the approved procedures. Repair defects discovered between passes before additional weld material is deposited. Wherever a defect is removed and repair by welding is not required, blend the affected area into the surrounding surface to eliminate sharp notches, crevices, or corners.

After a defect is thought to have been removed, and before re-welding, examine the area by suitable methods to ensure that the defect has been eliminated. Repaired welds must meet the inspection requirements for the original welds.

SECTION 05 05 23 Page 6

SECTION 05 12 00

STRUCTURAL STEEL

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 207 (2016; R 2017) Certification Standard for Steel Fabrication and Erection, and Manufacturing of Metal Components

AISC 303 (2016) Code of Standard Practice for Steel Buildings and Bridges

AISC 325 (2017) Steel Construction Manual

AISC 326 (2009) Detailing for Steel Construction

AISC 341 (2016) Seismic Provisions for Structural Steel Buildings

AISC 360 (2016) Specification for Structural Steel Buildings

AMERICAN WELDING SOCIETY (AWS)

AWS A2.4 (2012) Standard Symbols for Welding, Brazing and Nondestructive Examination

ASME INTERNATIONAL (ASME)

ASME B46.1 (2009) Surface Texture, Surface Roughness, Waviness and Lay

ASTM INTERNATIONAL (ASTM)

ASTM A194/A194M (2018) Standard Specification for Carbon Steel, Alloy Steel, and Stainless Steel Nuts for Bolts for High-Pressure or High-Temperature Service, or Both

ASTM A325 (2014) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

ASTM A36/A36M (2014) Standard Specification for Carbon Structural Steel

ASTM A500/A500M (2018) Standard Specification for Cold-Formed Welded and Seamless Carbon

SECTION 05 12 00 Page 1

Steel Structural Tubing in Rounds and Shapes

ASTM A513/A513M (2015) Standard Specification for Electric-Resistance-Welded Carbon and Alloy Steel Mechanical Tubing

ASTM A53/A53M (2018) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A563 (2015) Standard Specification for Carbon and Alloy Steel Nuts

ASTM A6/A6M (2017a) Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling

ASTM A992/A992M (2011; R 2015) Standard Specification for Structural Steel Shapes

ASTM B99/B99M (2015) Standard Specification for Copper-Silicon Alloy Wire for General Applications

ASTM C695 (2015) Standard Test Method for Compressive Strength of Carbon and Graphite

ASTM C1107/C1107M (2017) Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)

ASTM C827/C827M (2016) Standard Test Method for Change in Height at Early Ages of Cylindrical Specimens of Cementitious Mixtures

ASTM F436…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 7, 2020.