2-Level Lifting Structure SOW.pdf

2-Level Lifting Structure

03/22/16

1. SCOPE

1.1 This Statement of Work (SOW) is for the manufacturing of one (ea) 2-Level Lifting Structure and its delivery to Norfolk Naval Shipyard (NNSY), Portsmouth, VA. The approximate weight of the fully assembled structure is 12000 pounds. The product shall be referred to as “2-Level Lifting

Structure” in this SOW.

2. APPLICABLE DOCUMENTS

2.1 The following documents form a part of this SOW by reference. In case of a difference between the following documents and this SOW, this SOW shall govern to the extent of such difference.

2.1.1 Naval Facilities Engineering Command (NAVFAC) P-307, Management of Weight Handling

Equipment

2.1.2 Puget Sound Naval Shipyard Drawing Number 4C30565, Revision (-) provided with this SOW.

2.1.3 Welding Standard AWS D14.1 (or equivalent)

2.1.4 ASTM A36/A36 M-12, Standard Specification for Carbon Structural Steel (or equivalent)

2.1.5 NNSY Sketch No. 53711-600-6844567 Revision (D), NNSY Type Plan – Shipfitter Padeye Steel

Welded

3. REQUIREMENTS

3.1 All load testing shall be accomplished at the vendor facility. The vendor shall perform the following

3.1.1 Procure materials and provide all labor necessary to manufacture, assemble, load test (Per Section

5), disassemble all bolted components, and ship one (ea) 2-Level Lifting Structure as detailed in

Section 2.1.2, while meeting all additional requirements of Section 2.1. Measure and record the completed assembly weight.

3.1.2 Remove all burrs and sharp edges from all 2-Level structure liable to cause personnel injury or damage to equipment.

3.1.3 In lieu of Reference 2.1.2, General Note 7, all exposed surfaces of the 2-Level Lifting Structure shall be primed and painted for preservation with a coating system suitable for outside uncovered storage in humid and salt-air environment. The surfaces shall be cleaned of water, salt, oil, loose rust, and rust scale in accordance with the paint manufacturer requirements. Paint color shall be gray, color no. 26492, (Fed Std 595B).

3.1.4 In lieu of Reference 2.1.2, General Note 5, all padeyes shall be permanent padeyes with a 2000 lb.

capacity and shall be manufactured and installed in accordance with Reference 2.1.5. All installed padeyes shall be satisfactorily pull-tested to 200% of their capacity. Pull tests shall be accomplished prior to unit assembly. See Section 5.1 for additional load test information and instructions.

3.1.5 In addition to specifications noted in Section 2.1.2, General Note 8, The 2-Level Lifting Structure shall be permanently marked on the exterior of two outer sides (opposite ends) with its assembled weight using a minimum of (1) inch tall numbers (example: stamp, raised weld) and shall be located approximately on the horizontal centerline on the assembly. All lettering and numbering shall be painted black.

3.1.6 Assembly components (excluding fasteners) shall also be uniquely marked to facilitate future reassembly from vendor assembly instructions. Component identification markings shall be a minimum of (1) inch tall numbers /letters (example: stamp, raised weld) and shall be located approximately on the longitudinal centerline of each component. All lettering and numbering shall be painted black.in a manner similar to Section 3.1.5.

3.1.7 Upon delivery to NNSY, vendor shall accomplish an additional final reassembly of the 2-Level

Lifting Structure (i.e. installation of bolted assembly components) on-site at NNSY. During assembly, the NNSY Lifting and Handling Department, Code 700 will provide equipment and personnel to assist with rigging and handling of the assembly components. Vendor shall provide all fastener hardware for final reassembly along with an assembly parts identification list and written/illustrated assembly instructions.

4. QUALITY ASSURANCE

4.1 Welder Qualification. Welders shall be qualified to AWS D14.1 (or equivalent). Vendor shall submit to the government documentation of welder qualification.

4.2 Visual Inspection. Government reserves the right to visually inspect the completed and assembled

2-Level Lifting Structure to ensure that all requirements of section 3 have been satisfied. Upon completion of manufacture, and prior to delivery, vendor will notify the government representative to schedule a visual inspection visit at the vendor facility.

4.3 Load Test. The 2-Level Lifting Structure shall be satisfactorily load tested in accordance with

Section 5 of this SOW. For each test, the equipment shall withstand the load test for a minimum of (10) minutes with no permanent deformation.

5. TEST PROCEDURE

5.1 Padeye Load Test

5.1.1 The padeye static test load shall be 4000 pounds, +5%-0%.

5.1.2 For each static load test, apply the test load vertically down from the padeye. Ensure that the attachment method does not damage the padeye or adjacent material.

5.1.3 When the test load has been applied, hold for a minimum of ten (10) minutes. If no damage or permanent deformation occurs, that portion of the weight test will be considered satisfactory.

5.1.4 Repeat steps 5.1.2 and 5.1.3 for each installed padeye.

5.1.5 All padeyes shall be permanently marked with the certified working load limit in accordance with

Reference 2.1.5.

5.2 Assembly Load Test

5.2.1 For the completed 2-Level Lifting structure assembly, perform one (ea.) satisfactory load test for each of the test configurations listed below (8 tests total). For the first five configurations, assembly load tests shall consist of test loads totaling 7500 lbs., and shall be configured as 3 (ea.)

2500 pound test loads (+5%-0%) applied simultaneously at three designated locations. All other configurations shall use one test load of 2500 lbs. (+5%-0%). Locations are shown in Figures 1 and 2 (see next page)

Location

Configuration

1, 2, & 3 Vertical static pull (all 3 locations at one time, Note 5.2.2)

5, 6, & 7 Vertical static pull (all 3 locations at one time, Note 5.2.2)

8, 9, & 10 Vertical static pull (all 3 locations at one time, Note 5.2.2)

11, 12, & 13 Vertical static pull (all 3 locations at one time, Note 5.2.2)

14, 15, & 16 Vertical static pull (all 3 locations at one time, Note 5.2.2)

1 & 4 Load suspended between locations with 45 degree sling angle

5 & 6 Load suspended between locations with 45 degree sling angle

12 & 17 Load suspended between locations with 45 degree sling angle

Figure 1: 2nd Level Beams

Figure 2: 3rd Level Beams

1 2

6 5

4 3

12 13 11

15 14

5.2.2 Where required above, apply the assembly test load vertically down at the center of the three unsupported horizontal beam spans simultaneously. Utilize a beam clamp or other suitable means for attaching the load where padeyes are not installed. Ensure that the attachment method does not damage the beam or adjacent material. Caution: For each test, do not install more than one test load on any beam span. Additionally, do not use Button-Loc adjustable beam clamps to apply the test load.

5.2.3 For each load test, hold the applied test load for a minimum of ten (10) minutes. If no damage or permanent deformation occurs, that portion of the load test will be considered satisfactory.

5.2.4 Repeat Sections 5.2.1 through 5.2.3 until all test configurations have been satisfactorily load tested.

6. SCHEDULE

6.1 The contractor shall deliver and complete on-site assembly the quantity required in Section 3.1.1 within 180 days of contract award.

7. NOTES

7.1 Submittals. Contractor shall submit the following documentation to the government representatives listed in 7.2.5:

7.1.1 Welder qualification documents

7.1.2 Certified documentation of the 2-Level Lifting Structure measured weight

7.1.3 Certified documentation of satisfactory load testing for all Section 5 requirements

7.1.4 One set of 2-Level Lifting Structure assembly instructions.

7.2 Shipping and Delivery.

7.2.1 The contractor shall package/ship the finished but unassembled (unbolted) 2-Level Lifting

Structure in a manner which adequately protects all components from any damage during shipping and handling.

7.2.2 The 2-Level Lifting Structure shall be transported to:

Norfolk Naval Shipyard

Bldg. 276 – Receiving, 757-396-7703/5815

Beatty Street

Portsmouth, VA 23709

Attn: Dennis Hamilton, 757-284-8047 or

Charles Sharp, 757-374-4808

7.2.3 The contractor/supplier shall notify the receiving activity of the scheduled arrival date of the 2-

Level Lifting Structure. Notification shall not be less than 72 hours prior to the delivery date.

This notification is necessary to ensure off-loading services are arranged. If proper notification is not given, the government will not be responsible for any delays caused by the inability to off-load the 2-Level Lifting Structure upon delivery.

7.2.4 2-Level Lifting Structure Delivery Timetable. The 2-Level Lifting Structure will be manufactured, delivered, and assembled by the vendor within the time period specified in

Section 6.1. The location at NNSY of the assembled 2-Level Lifting Structure will be determined after award of the contract.

7.2.5 Government representatives. The government representatives are:

Chris Moore, (Cell) 757-771-9260

Chris Curtis, (Office) 757-396-1317, (Cell) 757-876-1652

7.3 Norfolk Naval Shipyard Contractor Access Requirements and Restrictions

7.3.1 Defense Biometric Identification System and NAVSEA Badging

7.3.1.1 All contractors, with the exception of permanent party (or "seated" contractors with Common

Access Cards (CACs), will be required to obtain a DBIDS card to gain access to NNSY.

7.3.1.2 Procedure for receiving a DBIDS card:

7.3.1.2.1 Contractor will complete a SECNAV 5512 form(s) and forward them to their NNSY

Sponsor/Contracting Officer's Representative (COR).

7.3.1.2.2 The sponsor will complete the CVS spreadsheet utilizing the information on the completed

SECNAV 5512 form(s) and forward all documents to Commander Navy region Mid-Atlantic

(CNRMA) for vetting.

7.3.1.2.3 CNRMA will add the contractor to the "179-Day List" which is utilized by the Pass and ID office to create the DBIDS card.

7.3.1.2.4 Once on the 179-Day List, the contractor may go to Pass and ID to have their DBIDS card generated.

7.3.1.2.5 Green NAVSEA access badges can be generated at this point with contractors providing proof of U.S. Citizenship (Birth Certificate/ US Passport).

7.3.2 Portable Electronic Devices (PEDs)

7.3.2.1 A PED is defined as any non-stationary electronic apparatus with singular or multiple capabilities of, but not limited to recording, storing, and/or transmitting data, voice, video, or photo images (e.g., cell phones, laptops, tablets and wearable devices such as fitness bands and smart watches).

7.3.2.2 In accordance with NAVSEA 04 Ser 04/281 Implementation Plan For Allowing Camera-

Portable Electronic Devices Within The Controlled Industrial Area, personally owned camera enabled PEDs will be authorized inside of the Controlled Industrial Area (CIA) and all Security

Islands. Camera enabled PEDs will remain unauthorized within Controlled Nuclear Information

Areas (CNIAs), Nuclear Work Areas (NWAs) and Open Storage Areas.

7.3.2.3 All PEDs, camera enabled or not are still prohibited within NWAs and Open Storage Areas.

7.3.2.4 The Allowance of camera enabled PEDs inside of the CIA and Security Islands does not negate existing photography policies. Unofficial photography, filming of video, or live streaming from the camera-enabled PED remains prohibited within the CIA or any NAVSEA controlled space outside of the CIA. Further, audio recordings (both digitally or magnetically) in NAVSEA spaces is prohibited without the approval of the Code 1120 Security Director.

7.3.3 Vehicle Regulations in the Shipyard CIA

7.3.3.1 No contractor vehicle will be permitted access to the installation without proper placarding, valid shipyard vehicle pass, and proper registration/insurance through the contracting company. The shipyard vehicle passes are issued by the shipyard Pass & ID Office. Shipyard vehicle passes will not be issued unless vehicle is properly placarded and registered/insured through the contracting company. Vehicles are required to conform to shipyard traffic regulations including speed limit as marked. No privately owned contractor vehicles are allowed to park within base proper with the exception of handicap personnel.

7.3.3.2 Only those Contractor vehicles meeting the following criteria will be allowed to enter the CIA with the Shipyard vehicle pass:

7.3.3.2.1 Vehicles must clearly display an authorized company sign or logo.

7.3.3.2.2 Vehicles must be company or commercial vehicles used to transport heavy equipment or material to the job site or to conduct bona fide and required inspections and surveillance at the job site. Privately owned vehicles will not be used to transport employees to the job site and will not be allowed in the CIA.

7.3.4 Vehicle Searches

7.3.4.1 Vehicles are subject to search while entering, remaining in, or leaving the Shipyard. Government material being transported out of the CIA must be covered by a Property Pass (OP-7), issued and signed by the Security Officer. Material found without a Property Pass will be confiscated and a police officer offense report issued.

7.3.5 Prohibited Items

7.3.5.1 Pursuant to the authority contained in 10 USC 6011 and U.S Navy Regulations, Chapter 8, Article 0826, the following items are prohibited:

7.3.5.1.1 Personal photographic equipment of any kind, including but not limited to cameras (still and/or video), film and cellular telephones with cameras.

7.3.5.1.2 Weapons or other dangerous materials of any kind, including but not limited to firearms, ammunition, knives (with blades longer than 2 inches), explosives, incendiaries, personnel defense aerosols/sprays.

7.3.5.1.3 Personal reproduction equipment of any kind, including but not limited to photocopying, copying, and/or recording devices.

7.3.5.1.4 Alcoholic beverages of any kind.

7.3.5.1.5 Personally owned portable electronic devices (PEDs) used for storing data, including, but not limited to removable storage devices (e.g., memory sticks, rewriteable CDs and DVDs, Zip and floppy disks).

7.3.5.2 Contractors authorized to conduct official photography as part of the contract will be in possession of a Camera Authorization card. All photography within the CIA is subject to review/approval by the NNPICO Rep, NAVSEA Code 1122.

7.3.6 Safety and Personal Protective Equipment (PPE)

7.3.6.1 Personal Protective Equipment (PPE). The Contractor is responsible for providing all their employees PPE and ensuring they utilize PPE while on NNSY property. All personnel will follow site requirements for wearing PPE at all times while in a posted area. Mandatory PPE includes a hard hat that shall be identified with the name of the respective Contractor, safety glasses with side shields, steel-toed safety shoes, and hearing protection on their person in case it is needed. In addition, all personnel shall wear any additional PPE as appropriate to control hazards of the work being performed (examples: life vests, personal fall arrest systems).

7.3.6.2 Fall Protection. The Contractor shall provide and utilize proper guarding around every open-sided platform and work surface edge or shall use other means of fall protection to include a fall protection safety harness and lanyard, fall restraint system, safety nets, or other appropriate protection against fall hazards meeting the requirements of 29 CFR 1910, 29 CFR 1915, and 29

CFR 1926.

7.3.6.3 Non-Hazardous Streets and Pedestrian Walkways. Streets and marked pedestrian walkway/aisles within the CIA do not normally require the use of mandatory PPE. Employees using these areas for passage only are encouraged to use PPE as specified in this chapter, but its use is not mandatory. Due to the dynamic nature of industrial operations in the CIA, hazardous operations may occur intermittently in these exempted areas. Personnel present in these areas, whether equipped with PPE or not, should remain alert at all times for operations which might create a hazard which exposure would be reduced by the proper use of PPE. In these cases, personnel should immediately leave the area of the hazard. Where the hazard cannot be avoided due to the nature of the employee's work assignment, the employee should immediately obtain and use the necessary PPE before returning to the area. This exemption does not apply on piers, dry docks, and in areas around or between dry docks.

7.3.6.4 Spill Contingency and Control. The Contractor shall notify Fire Division 757-396-3333 immediately upon discovery of any spill discharge, regardless if Contractor generated or by another source. Notification shall identify when spills/discharges are Contractor caused. The

Contractor shall cleanup all Contractor-generated spills/discharges. The Contractor shall maintain cleanup capability commensurate with the spill potential of its work operations. A

“clean-as-you-go” work methodology for Contractor work shall be used to maintain a level of cleanliness that will not or cause a work environment that may be unsafe.

8. QUALITY ASSURANCE SURVEILLANCE PLAN (QASP)

Performance Element Performance

Requirement

Surveillance

Method

Frequency Acceptable

Quality

Level

Proper fit-up of Lifting

Structure components & quality of workmanship

All requirements specified by Items 2.1.2 and 3.1.1 through 3.1.5 are accomplished satisfactorily

Visual review of

2-Level Lifting

Structure

Prior to delivery

Prior to delivery

Satisfactory static load testing of Lifting

Structural components

Satisfactory static load testing of each assembly component specified in

Section 5 of this SOW

Certified vendor provided documents

Prior to delivery

Prior to delivery

Lifting Structure is properly marked/stenciled

Marking/stenciling in accordance with Items

2.1.2, 3.1.4 and 3.1.5

Visual review of

2-Level Lifting

Structure

Prior to delivery

Prior to delivery

Final reassembly of 2-

Level Rigging Structure at NNSY (no damage, defects, or degradation from shipping)

All requirements specified by Items 2.1.2 and 3.1.5 are accomplished satisfactorily

Visual review of final 2-Level

Lifting Structure

After

Delivery

After

Delivery