Attachment 3 - Seed Project Package 20 May 20.pdf

PDF 4 MB Posted Sep 25, 2020

Attached to: SABER - Simplified Acquisition of Base Engineer Requirements
Solicitation number: FA448620R0003
Issued by: Department of the Air Force United States Air Forces in Europe - Air Forces Africa

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File	Type	Posted
SABER QA 16 Oct 2020.pdf	PDF	Oct 16, 2020
SABER QA 16 Oct 2020.pdf	PDF	Oct 16, 2020
Template - SABER Seed Project.XLS	XLS spreadsheet	Oct 5, 2020
Q and A 5 Oct 2020.pdf	PDF	Oct 5, 2020
fc_1_300_09n_2014_c4.pdf	PDF	Oct 5, 2020
Attachment 4 - Price Evaluation Worksheet.xlsx	XLSX spreadsheet	Sep 25, 2020
Attachment 5 -Sample Questions and Answers Form.pdf	PDF	Sep 25, 2020
Attachment 6 - Past Performance Information (PPI).pdf	PDF	Sep 25, 2020
Attachment 7 - Past Performance Questionnaire PPQ.pdf	PDF	Sep 25, 2020
Solicitation - FA448620R0003.pdf	PDF	Sep 25, 2020
Attachment 1 - Statement of Work 3 Sep 2020.pdf	PDF	Sep 25, 2020
Attachment 2 - SABER Special Contract Requirements.pdf	PDF	Sep 25, 2020
Attachment 8 - Pre-Proposal Conference and Site Visit Invitation.pdf	PDF	Sep 25, 2020

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Simplified Acquisition of Base Engineering Requirements (SABER)

MQNA 17-1008

Repair Airfield Ramp Lights

20 May 2020

USAFE

Lajes Field, Azores, Portugal

765th Air Base Squadron

APO AE 09720

STATEMENT OF WORK

Project title: Repair Airfield Ramp Lights Location: Lajes Field Project number: MQNA 17-1008 Facility: Airfield Ramp Lighting System

1. General:

The contractor shall provide all plant labor, materials, tools, equipment, transportation, supervision and personnel necessary to accomplish the work described in this statement of work and attached drawings to replace all existing blue feeder switches.

Work is located at the Airfield and Rua dos Aviadores, Lajes Field, Azores, Portugal and shall be performed in accordance with this Statement of Work (SOW), Project Drawings and Lajes Field Facilities Excellence Standards.

1.1. Design Requirements:

The contractor shall provide a Design Development Submittal in accordance with FC1-300-09N Navy and Marine Corps Design Procedures. The design shall include at least the following requirements:

1.1.1. Basis of Design: Provide a narrative summarizing, explaining and documenting the concept design results. Narrative shall be provided as follows:

1.1.1.1. Civil. Summarize the civil design parameters, and major features of the design.

1.1.1.2. Structural. Address the selected structural foundation and framing systems considered that meets criteria and is cost effective. Summarize the structural design parameters and major features of the design.

1.1.1.3. Electrical. Summarize the electrical design parameters and the major features of the design. Address voltage, routing, and reliability of primary services; connected and demand load; normal/essential/emergency electrical systems; lighting systems;

and energy conservation features.

1.1.1.4. Commissioning. Summarize the Commissioning Plan and process to achieve the required commissioning of all commissioned systems.

1.1.1.5. Assumptions. Provide a listing of any and all assumptions made pertaining to this project.

1.1.1.6. Construction Phasing. Develop and provide one overall workable phasing plan.

This phasing plan shall describe major elements of the work and any impacts on or by the Government. The phasing plan shall include the scope and timing sequence of each identifiable phase or major activity with required precedents, procurement, Government move durations, commissioning, and outfitting. Each phase shall be described in terms of the work involved and what work has to come before and after the phase. Phasing elements affecting the Government but not the contractor, such as Government only actions, should be determined and documented.

1.1.2. Concept Design Drawings: Concept design drawings describing a 35% design effort shall be provided as follows:

1.1.2.1. Civil (Site). Show location of all buildings, existing and proposed structures, final master plan of the site, and landscaping.

1.1.2.2. Structural. Include foundation plan for all structures, showing dimensions, arrangements, elevations, locations referred to a column line grid system, type of foundation and foundation obstructions. Include the layout of all parts, including but not limited to, slabs, footings, piers, grade beams, and piles, showing all foundation features of the design. Show the layout of system, including, but not limited to, beams, joists, and stringers. Show typical details of construction, indicating the connection and relationship between major components of the structural system. Show general sizes, location and arrangement of all significant features of the vertical framing system, such as columns, and beams.

1.1.2.3. Electrical. Show placement and location of electrical light fixtures, and distribution equipment. Provide single line diagrams of the electrical system. Provide lighting, power, and any special systems plans. Include the grounding system and lightning protection design and additional risers.

1.1.2.4. Construction Phasing. Provide a graphic “node” diagram (not a bar chart or time-scaled bar chart) to show the relationships established in the phasing narrative. The graphic representation of the phasing plan in the contract documents should not indicate durations (numerical or graphical), except for the contractually established durations such as Owner moves. Individual phase durations should be considered only in developing the Government’s proposed overall contract duration. This phasing plan should not be confused with the requirement to determine the overall constructability and construction timeline that may involve a more detailed milestone chart. The phasing should be coordinated and documented in the design drawings either as a segregated set with all engineering disciplines addressed or have associated drawings within each discipline. A separate overall phasing plan shall be developed for the Government’s use only to inform, educate, and track Government actions. It should include interaction of Government activities such as move times, swing space durations, and Government outfitting and training activities. This plan shall further delineate the coordination of required actions of the Government that are not a part of the contractor’s responsibility or contract.

1.1.2.5. Technical Calculations. Provide conceptual level calculations for all engineering systems being proposed.

1.1.3. Bill of Quantities:

1.1.3.1. Provide an in-depth bill of quantities calculation consisting of position number, description, quantity, and supporting rationale for each line item.

2. Scope of work:

2.1 Demolition work

2.1.1 LP #01 #02 #25

2.1.1.1 Bare metal blast existing bollards (5 Ea. - approx. 5 S.F. each);

2.1.1.2 Remove and dispose existing pole crossarms and brackets (3 Ea.);

2.1.1.3 Remove and dispose existing structure supporting control box (1 Ea.);

2.1.1.4 Remove and dispose existing junction boxes at pole top (2 Ea.);

2.1.1.5 Remove and dispose lamp ballasts (20 Ea.);

2.1.1.6 Bare metal blast existing transformer enclosure (1 Ea. - approx. 45 S.F.);

2.1.1.7 Remove existing red obstruction lights (2 Ea.);

2.1.1.8 Cut conduits (from control box to transformer and pole) above ground level to connect new galvanized steel plastic coated conduits (approx. 8 L.F.).

2.1.2 LP #03 #04 #07 #10 #11 #12 #13 #16 #18 #19 #20 #22 #24 #26

2.1.2.1 Bare metal blast existing bollards (6 Ea. - approx. 5 S.F. each);

2.1.2.2 Remove and dispose existing pole crossarms and brackets (3 Ea.);

2.1.2.3 Remove and dispose existing structure supporting control box (1 Ea.);

2.1.2.4 Remove and dispose existing junction boxes at pole top (2 Ea.);

2.1.2.5 Remove and dispose lamp ballasts (20 Ea.);

2.1.2.6 Bare metal blast existing transformer enclosure (1 Ea. - approx. 45 S.F.);

2.1.2.7 Remove existing red obstruction lights (2 Ea.);

2.1.2.8 Cut conduits (from control box to transformer and pole) above ground level to connect new galvanized steel plastic coated conduits (approx. 8 L.F.).

2.1.3 LP #05

2.1.3.1 Bare metal blast existing bollards (3 Ea. - approx. 5 S.F. each);

2.1.3.2 Remove and dispose existing pole crossarms and brackets (3 Ea.);

2.1.3.3 Remove and dispose existing structure supporting control box (1 Ea.);

2.1.3.4 Remove and dispose existing junction boxes at pole top (2 Ea.);

2.1.3.5 Remove and dispose lamp ballasts (20 Ea.);

2.1.3.6 Bare metal blast existing transformer enclosure (1 Ea. - approx. 45 S.F.);

2.1.3.7 Remove existing red obstruction lights (2 Ea.);

2.1.3.8 Cut conduits (from control box to transformer and pole) above ground level to connect new galvanized steel plastic coated conduits (approx. 8 L.F.).

2.1.4 LP #06 #08 #14 #17

2.1.4.1 Bare metal blast existing bollards (6 Ea. - approx. 5 S.F. each);

2.1.4.2 Remove and dispose existing pole crossarms and brackets (3 Ea.);

2.1.4.3 Remove and dispose existing structure supporting control box (1 Ea.);

2.1.4.4 Remove and dispose existing junction boxes at pole top (2 Ea.);

2.1.4.5 Remove and dispose lamp ballasts (20 Ea.);

2.1.4.6 Bare metal blast existing transformer enclosure (1 Ea. - approx. 45 S.F.);

2.1.4.7 Remove existing red obstruction lights (2 Ea.);

2.1.4.8 Remove and dispose old camera control box (1 Ea.);

2.1.4.9 Cut conduit from old camera control box to above floor level (approx. 4 L.F.);

2.1.4.10 Cut conduits (from control box to transformer and pole) above ground level to connect new galvanized steel plastic coated conduits (approx. 8 L.F.).

2.1.5 LP #09

2.1.5.1 Bare metal blast existing bollards (6 Ea. - approx. 5 S.F. each);

2.1.5.2 Remove and dispose existing pole crossarms and brackets (3 Ea.);

2.1.5.3 Remove and dispose existing structure supporting control box (1 Ea.);

2.1.5.4 Remove and dispose existing junction boxes at pole top (2 Ea.);

2.1.5.5 Remove and dispose lamp ballasts (20 Ea.);

2.1.5.6 Bare metal blast existing transformer enclosure (1 Ea. - approx. 45 S.F.);

2.1.5.7 Remove existing red obstruction lights (2 Ea.);

2.1.5.8 Demolish existing decorative wall (approx. 140 S.F.);

2.1.5.9 Cut conduits (from control box to transformer and pole) above ground level to connect new galvanized steel plastic coated conduits (approx. 8 L.F.).

2.1.6 LP #15 #21

2.1.6.1 Bare metal blast existing bollards (4 Ea. - approx. 5 S.F. each);

2.1.6.2 Remove and dispose existing pole crossarms and brackets (3 Ea.);

2.1.6.3 Remove and dispose existing structure supporting control box (1 Ea.);

2.1.6.4 Remove and dispose existing junction boxes at pole top (2 Ea.);

2.1.6.5 Remove and dispose lamp ballasts (20 Ea.);

2.1.6.6 Bare metal blast existing transformer enclosure (1 Ea. - approx. 45 S.F.);

2.1.6.7 Remove existing red obstruction lights (2 Ea.);

2.1.6.8 Cut conduits (from control box to transformer and pole) above ground level to connect new galvanized steel plastic coated conduits (approx. 8 L.F.).

2.1.7 LP #23

2.1.7.1 Remove and dispose existing pole crossarms and brackets (3 Ea.);

2.1.7.2 Remove and dispose existing structure supporting control box (1 Ea.);

2.1.7.3 Remove and dispose existing junction boxes at pole top (2 Ea.);

2.1.7.4 Remove and dispose lamp ballasts (20 Ea.);

2.1.7.5 Bare metal blast existing transformer enclosure (1 Ea. - approx. 45 S.F.);

2.1.7.6 Remove existing red obstruction lights (2 Ea.);

2.1.7.7 Cut conduits (from control box to transformer and pole) above ground level to connect new galvanized steel plastic coated conduits (approx. 8 L.F.).

Demolition - General notes

Two poles next to each other shall not be turned off at the same time - contractor shall plan accordingly.

Use appropriate equipment and techniques for demolition or removal work in order to avoid damages on surrounding area. Phasing plan shall be discussed in order to keep power interruption times as minimum and keep facilities functions operational.

No material shall be left on the Airfield without being properly secured and signalized.

2.2 New work

2.2.1 LP #01 #02 #25

2.2.1.1 Build new concrete pad around pole area to match existing transformer pad height (approx. 300 S.F.);

2.2.1.2 Paint existing bollards yellow and black – one (1) zinc prime and two (2) epoxy top coats (5 Ea. - approx. 5 S.F. each);

2.2.1.3 Install two (2) new galvanized steel crossarms (approx. 20 L.F. each) – install matching existing;

2.2.1.4 Install one (1) new galvanized steel crossarms (approx. 13 L.F.) – install matching existing;

2.2.1.5 Build new galvanized steel supporting structure for control box (1 Ea.) – structure shall be base plated and chemically anchored to concrete pad;

2.2.1.6 Install new IP66 junction boxes at pole top (2 Ea.);

2.2.1.7 Install new lamp ballasts (20 Ea.);

2.2.1.8 Install new cable AWG#12 from terminal box at top of pole to ballasts (approx. 255

L.F.);

2.2.1.9 Paint existing transformer enclosure - one (1) zinc prime and two (2) epoxy top coats

(1 Ea. - approx. 45 S.F.);

2.2.1.10 Install new LED red obstruction double lights and supporting fitting (2 Ea.);

2.2.1.11 Install and connect new galvanized steel plastic coated conduits from control box to transformer and pole existing conduits above floor level (approx. 8 L.F.);

2.2.1.12 Reinstall existing light fixtures - match existing location and keep photometry exactly the same (20 Ea.).

2.2.2 LP #03 #04 #07 #10 #11 #12 #13 #14 #16 #17 #18 #19 #20 #22 #24 #26

2.2.2.1 Build new concrete pad around pole area to match existing transformer pad height (approx. 300 S.F.);

2.2.2.2 Paint existing bollards yellow and black – one (1) zinc prime and two (2) epoxy top coats (6 Ea. - approx. 5 S.F. each);

2.2.2.3 Install two (2) new galvanized steel crossarms (approx. 20 L.F. each) – install matching existing;

2.2.2.4 Install one (1) new galvanized steel crossarms (approx. 13 L.F.) – install matching existing;

2.2.2.5 Build new galvanized steel supporting structure for control box (1 Ea.) – structure shall be base plated and chemically anchored to concrete pad;

2.2.2.6 Install new IP66 junction boxes at pole top (2 Ea.);

2.2.2.7 Install new lamp ballasts (20 Ea.);

2.2.2.8 Install new cable AWG#12 from terminal box at top of pole to ballasts (approx. 255

L.F.);

2.2.2.9 Paint existing transformer enclosure - one (1) zinc prime and two (2) epoxy top coats

(1 Ea. - approx. 45 S.F.);

2.2.2.10 Install new LED red obstruction double lights and supporting fitting (2 Ea.);

2.2.2.11 Install and connect new galvanized steel plastic coated conduits from control box to transformer and pole existing conduits above floor level (approx. 8 L.F.);

2.2.2.12 Reinstall existing light fixtures - match existing location and keep photometry exactly the same (20 Ea.).

2.2.3 LP #05

2.2.3.1 Build new concrete pad around pole area to match existing transformer pad height (approx. 300 S.F.);

2.2.3.2 Paint existing bollards yellow and black – one (1) zinc prime and two (2) epoxy top coats (3 Ea. - approx. 5 S.F. each);

2.2.3.3 Install two (2) new galvanized steel crossarms (approx. 20 L.F. each) – install matching existing;

2.2.3.4 Install one (1) new galvanized steel crossarms (approx. 13 L.F.) – install matching existing;

2.2.3.5 Build new galvanized steel supporting structure for control box (1 Ea.) – structure shall be base plated and chemically anchored to concrete pad;

2.2.3.6 Install new IP66 junction boxes at pole top (2 Ea.);

2.2.3.7 Install new lamp ballasts (20 Ea.);

2.2.3.8 Install new cable AWG#12 from terminal box at top of pole to ballasts (approx. 255

L.F.);

2.2.3.9 Paint existing transformer enclosure - one (1) zinc prime and two (2) epoxy top coats

(1 Ea. - approx. 45 S.F.);

2.2.3.10 Install new LED red obstruction double lights and supporting fitting (2 Ea.);

2.2.3.11 Install and connect new galvanized steel plastic coated conduits from control box to transformer and pole existing conduits above floor level (approx. 8 L.F.);

2.2.3.12 Reinstall existing light fixtures - match existing location and keep photometry exactly the same (20 Ea.).

2.2.4 LP #06 #08 #14 #17

2.2.4.1 Build new concrete pad around pole area to match existing transformer pad height (approx. 300 S.F.);

2.2.4.2 Paint existing bollards yellow and black – one (1) zinc prime and two (2) epoxy top coats (6 Ea. - approx. 5 S.F. each);

2.2.4.3 Install two (2) new galvanized steel crossarms (approx. 20 L.F. each) – install matching existing;

2.2.4.4 Install one (1) new galvanized steel crossarms (approx. 13 L.F.) – install matching existing;

2.2.4.5 Build new galvanized steel supporting structure for control box (1 Ea.) – structure shall be base plated and chemically anchored to concrete pad;

2.2.4.6 Install new IP66 junction boxes at pole top (2 Ea.);

2.2.4.7 Install new lamp ballasts (20 Ea.);

2.2.4.8 Install new cable AWG#12 from terminal box at top of pole to ballasts (approx. 255

L.F.);

2.2.4.9 Paint existing transformer enclosure - one (1) zinc prime and two (2) epoxy top coats

(1 Ea. - approx. 45 S.F.);

2.2.4.10 Install new LED red obstruction double lights and supporting fitting (2 Ea.);

2.2.4.11 Install and connect new galvanized steel plastic coated conduits from control box to transformer and pole existing conduits above floor level (approx. 8 L.F.);

2.2.4.12 Close old camera connection conduit with threaded cap (1 Ea.);

2.2.4.13 Reinstall existing light fixtures - match existing location and keep photometry

2.2.5 LP #09

2.2.5.1 Build new concrete pad around pole area to match existing transformer pad height (approx. 300 S.F.);

2.2.5.2 Paint existing bollards yellow and black – one (1) zinc prime and two (2) epoxy top coats (4 Ea. - approx. 5 S.F. each);

2.2.5.3 Install two (2) new bollards to match existing (2 Ea. – approx. 5S.F. each). Paint yellow and black.

2.2.5.4 Install two (2) new galvanized steel crossarms (approx. 20 L.F. each) – install matching existing;

2.2.5.5 Install one (1) new galvanized steel crossarms (approx. 13 L.F.) – install matching existing;

2.2.5.6 Build new galvanized steel supporting structure for control box (1 Ea.) – structure shall be base plated and chemically anchored to concrete pad;

2.2.5.7 Install new IP66 junction boxes at pole top (2 Ea.);

2.2.5.8 Install new lamp ballasts (20 Ea.);

2.2.5.9 Install new cable AWG#12 from terminal box at top of pole to ballasts (approx. 255

L.F.);

2.2.5.10 Paint existing transformer enclosure - one (1) zinc prime and two (2) epoxy top coats (1 Ea. - approx. 45 S.F.);

2.2.5.11 Install new LED red obstruction double lights and supporting fitting (2 Ea.);

2.2.5.12 Install and connect new galvanized steel plastic coated conduits from control box to transformer and pole existing conduits above floor level (approx. 8 L.F.);

2.2.5.13 Reinstall existing light fixtures - match existing location and keep photometry exactly the same (20 Ea.).

2.2.6 LP #15 #21

2.2.6.1 Build new concrete pad around pole area to match existing transformer pad height (approx. 300 S.F.);

2.2.6.2 Paint existing bollards yellow and black – one (1) zinc prime and two (2) epoxy top coats (4 Ea. - approx. 5 S.F. each);

2.2.6.3 Install two (2) new galvanized steel crossarms (approx. 20 L.F. each) – install matching existing;

2.2.6.4 Install one (1) new galvanized steel crossarms (approx. 13 L.F.) – install matching existing;

2.2.6.5 Build new galvanized steel supporting structure for control box (1 Ea.) – structure shall be base plated and chemically anchored to concrete pad;

2.2.6.6 Install new IP66 junction boxes at pole top (2 Ea.);

2.2.6.7 Install new lamp ballasts (20 Ea.);

2.2.6.8 Install new cable AWG#12 from terminal box at top of pole to ballasts (approx. 255

L.F.);

2.2.6.9 Paint existing transformer enclosure - one (1) zinc prime and two (2) epoxy top coats

(1 Ea. - approx. 45 S.F.);

2.2.6.10 Install new LED red obstruction double lights and supporting fitting (2 Ea.);

2.2.6.11 Install and connect new galvanized steel plastic coated conduits from control box to transformer and pole existing conduits above floor level (approx. 8 L.F.);

2.2.6.12 Reinstall existing light fixtures - match existing location and keep photometry

2.2.7 LP #23

2.2.7.1 Install two (2) new galvanized steel crossarms (approx. 20 L.F. each) – install matching existing;

2.2.7.2 Install one (1) new galvanized steel crossarms (approx. 13 L.F.) – install matching existing;

2.2.7.3 Build new galvanized steel supporting structure for control box (1 Ea.) – structure shall be base plated and chemically anchored to concrete pad;

2.2.7.4 Install new IP66 junction boxes at pole top (2 Ea.);

2.2.7.5 Install new lamp ballasts (20 Ea.);

2.2.7.6 Install new cable AWG#12 from terminal box at top of pole to ballasts (approx. 255

L.F.);

2.2.7.7 Paint existing transformer enclosure - one (1) zinc prime and two (2) epoxy top coats

(1 Ea. - approx. 45 S.F.);

2.2.7.8 Install new LED red obstruction double lights and supporting fitting (2 Ea.);

2.2.7.9 Install and connect new galvanized steel plastic coated conduits from control box to transformer and pole existing conduits above floor level (approx. 8 L.F.);

2.2.7.10 Reinstall existing light fixtures - match existing location and keep photometry exactly the same (20 Ea.).

New work - General notes:

Concrete pads shall be reinforced with AQ50 mesh. Build contraction joint to separate all concrete pads, new and existing.

Crossarms galvanized steel shall be sized in accordance with UFC 3-301-01 Structural Engineering, to support winds up to 177 km/h (110 mph) without trembling.

Obstruction Lights need to be replaced making sure that no pole is left without these at the end of working day.

Phasing plan shall be discussed in order to keep airfield functions operational maximum time possible.

No material shall be left on the Airfield without being properly secured and signalized.

3. Submittals:

3.1. The Contractor shall submit requested data for all items listed in the included Submittal Register. All submittal items must be approved prior to beginning any work. Documents to be submitted may include lists of materials, operating and maintenance instructions, manufacturer’s descriptive and technical literature, brochures, catalog cuts, performance data, spare parts data, shop drawings, diagrams, color samples, and other materials as appropriate.

According to SAF/AQC Memorandum from 1 April 2016, all submittals must be provided in electronic form starting 1st October of 2016. Furthermore, all contract actions shall be signed digitally.

3.2. Materials will be approved based on the manufacturer’s published data meeting the requirements listed in the SOW.

3.3. Underwriters Laboratories Inc.: Labels or printed documentation will be accepted as evidence that the materials conform to the applicable standards of the agency. In lieu of the labels or listing, the contractor may submit a statement from a recognized, adequately equipped testing agency indicating that the materials comply with all contract requirements.

3.4. Non-Underwriter’s Laboratories Inc. Requirements: For other materials specified to conform to Non UL publications, manufacturer’s statement indicating complete compliance with the applicable specifications or standard (Fed. Spec. Military Spec., or standard of the American Society for Testing and Materials, National Electrical Manufacturers, etc.) are acceptable.

3.5. Contractor is responsible for completing DD Form 1354 (Transfer and Acceptance of Military Real Property) and submitting it to the 765th Contracting Flight as a submittal item prior to the final inspection

4. Coordination with Government activities:

4.1. If it becomes necessary to interrupt work activities due to construction, permission to do so must be requested in writing to the CO twenty-one (21) days in advance.

4.2. The contractor shall request street closings, both partial and/or total, twenty-one (21) days prior to the closing.

4.3. Work in conjunction with this contract which requires utility outages which will affect (as determined by the CO) normal activities in the building, construction area, or other work areas, shall be performed by the contractor at a time other than regular work periods of the organization occupying the facility or area.

4.4. Temporary construction for facilities used by the contractor for preventing interruption of normal work activity or loss of utilities shall be subject to approval of 765 ABS/CEN through the CO.

4.5. Utility Outages:

4.5.1. The contractor shall coordinate all utility outages with the using agency through the CO or his representative prior to the outage. Services shall not be interrupted until receipt of approval of proposed hours and dates from the 765 ABS/CEN through the CO. All work shall be arranged to ensure that the outage will be of minimum duration. The contractor will provide notice to the CO, in writing, not less than twenty-one (21) working days prior to the required outage or as determined by the CO. No response to the outage/interruption request shall be considered as disapproval for the outage/interruption. In the event of a scheduled utility outage being canceled by the Government, notification shall be given to the contractor at least 24 hours in advance of the time for the outage to start and the contractor waives his right to any claim for equitable adjustment or increased cost of performance under this contract as a result of this cancellation. Once a utility outage is arranged and work begun, work must go on continuously until the affected utilities are restored to the affected facility.

4.5.2. The contractor’s Interruption and Outage Requests shall include specific location of interruption/outage, hours and dates of interruption/outage, services affected by the interruption/outage.

4.5.3. Water Mains. Operation of valves on water mains will be by Government personnel only.

When shut-off of water lines interrupts service to fire hydrants or fire sprinkler systems, the contractor shall contact the CO and arrange his operations to have sufficient personnel available to restore service without delay in the event of an emergency as determined by the 765 ABS/CEF Fire Prevention Office.

4.5.4. Fire Protection System. When interruption of electrical power affects a fire protection system service, the contractor shall notify the CO twenty-one (21) working days before making such interruptions and shall restore service prior to leaving the job site each day.

5. Government furnished materials:

Government will not provide any material.

6. General Information:

6.1. Hauling. All demolition debris becomes the property of the contractor, unless otherwise stated in the scope of work, and must be disposed of by the contractor in accordance with local and US regulations. All material hauled by the contractor shall be contained, tied, or enclosed to prevent leaking, spilling, or blowing.

6.2. Transportation routes. The contractor shall ensure all debris or dirt is promptly removed from any transportation route if such debris is spilled, blown, or leaked from hauling equipment and vehicles. All dirt and mud caused by tracks of hauling equipment will be removed by the contractor within one hour of notification by the Government. Transportation route must be pre coordinated to avoid Airfield Foreign Object Debris (FOD).

6.3. Disposal. All demolition collected by the contractor shall be disposed of in an authorized landfill or transfer station. No disposal is allowed on the sites. Materials to be turned over to DLA-DS will be transported and dropped by contractor upon coordination with Construction Management and Contracting Office.

6.4. Workmanship. Materials shall be installed in accordance with recommendations of the manufacturer to conform to the contract document. The installation shall be done in accordance with manufacturer’s recommendations by personnel qualified to perform the work.

6.5. Warranty. The contractor shall provide a written warranty agreeing to repair or replace materials and services when damages resulted from poor workmanship within one (1) calendar year to begin at Government acceptance of work.

6.6. Safety. The contractor shall be responsible for all means and methods as they relate to safety and shall comply with all safety requirements as outlined in the EM-385-1-1 Safety and Health Requirements manual. The contractor shall also abide by any local Portuguese safety requirements if more stringent than the EM-385-1-1.

7. Miscellaneous:

7.1. Distances, dimensions, exact location and other details must be field verified in order to assure proper installation and conformity with applicable standards, prior to the order of materials and/or execution of the project;

7.2. Work shall be conducted with minimum disruption to operations and occupants of existing facility and/or property;

7.3. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remains;

7.4. Site restoration. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than those which existed before new work started.

7.5. Requests for power or water outages must be made to the Government at least twenty one (21) calendar days in advance.

8. PERIOD OF PERFORMANCE:

8.1. Contractor is required to complete project within one hundred and eighty (180) calendar days including material acquisition after issue of Notice to Proceed.

9. Reference:

9.1. Drawings: As supplied in attachment.

END OF STATEMENT OF WORK

T-11612B

T-751

T-705

T-706

T-701

T-708

T-709

T-

T-715 T-716

T-717

D-703

D-701

T-722

T-11612A

T-607

T-606

T-605

T-611

T-610 T-609

T-608T-612

T-640

T-604

T-

7 T-750

T-615T-619

T-

T-624 056

T-660

T-627

T-628

T-629

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T-929

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T-152

T-181

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G-803

267-270

271-274

275-278

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C-812116

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T-400

T-

T-307 T-333

T-305

T-

T-300

T-306

T-416 T-323

T-324

T-326

T-319

T-310 T-

T-320

T-325

T-315

T-321

T-316

T-

T-203

T-202

T-206

T-209 T-211

T-210

T-205

T-207

T-208

T-260

T-262

T-216

T-213

T-214

T-

C-

B-

A-24

A-3 A-10

A-1

A-7

A-

A-19

C-

C-75

C-77C-78

C-

T-234

T-294

T-238

D-1

T-1312

T-1313

T-

T-1308

T-1303

T-1307

T-1304 T-1302

T-1300

T-1420

T-1311

T-1427

T-39

T-1410

T-1411

T-1412

T-

T-1422

T-1

T-1408

T-

T-1405

T-1404T-1403T-1402T-1401

T-233 T-237

T-1560

T-

T-1554

T-1

T-1553

T-1551

T-1548

T-1547

T-1

6 T-1

T-1535

T-1536

T-1538

T-1542

T-1540

T-1534

T-1508

T-1510

T-1506

T-1507

T-1

T-

T-1533

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T-1543

T-

T-1

T-1502

T-1504

T-170

T-1566

T-1568

T-1570

T-1571

T-1565

T-

T-1569

T-1572

T-1562

T-1561T-1564

T-1563

T-1555

T-1558

T-1573

T-

T-418

T-

T-426

T-425

T-415

T-459

T-482 T-314

T-414

T-500

T-502

T-504T-503

T-521

T-520

T-588T-587

T-585

T-584T-583

T-582

T-581

T-506

T-538

T-561

G-

285283-284234-236

235-237 287-288

246-248

245-247

230228

227 229 231 233

244242240238

110111

C-002

C-007

C-702

147-151

C-318

C-814

123-122 121-120 C-005

C-01114

T-920

T-923

125-124127-126

128-133

134-136 137-138

T-770

T-740

T-769

T-767

T-772

T-768

A-909

A-910

A-908

T-857

225223

217215

211209

208206

207205

202 204

T-576

T-575

T-574

T-573

T-572

T-594

F-006

T-

T-578

T-566

T-569

T-570

T-571

T-579

T-

T-567 T-560

E-010

A-907

E-810

E-502 E-502

E-004

E-818

E-820

E-809

E-808

E-807

E-

E-912

MES

T-824 T-823

T-857

T-8

T-928

T-

T-11613A

T-917

T-11613BT-918

T-830

T-871

T-860

T-866

T-8

T-816

T-8

T-8 46 T-837

T-845

T-815

T-853 T-836

T-

T-800

T-69002

T-827

T-812

T-802 T-807 T-805 T-822

T-811

T-810

T-

T-1431

T-1420

T-1427

T-1424

T-1423

T-

T-234

T-

T-1429

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T-1302

T-1301

T-872

T-1425

T-1426

T-773

M1340

M1330

M1350

M1360

M1380

M1410 M1400

M1310M1320

M1300

M1390

M1370

M1385

M1295

M1305

M1335

M1290

M1280

M1285

M1284

M1270

M1260

S130

M1250

M1240

M1220

M1230

M1210

M1200

M1180

M1190

M1170

M1160

M1150

M1140

M1130

M1120

M1110

M1100

M1090

M1070

M1080

M1060

S060

M1050

M1040

M1030

M1020

M1010

M1000

EMH1

US Air Forces in Europe

LAJES FIELD, AZORES, PORTUGAL

Project Number

N° Projecto

Project Title

Titulo do Projecto

Drawing Title

Titulo do Desenho

Drawing #

N° Desenho

Date / Data

Scale / Escala (Imperial / Metric)

Design by / Projectou

Facility #

N°Edificio

Drawn by / Desenhou

Repair Airfield Ramp Lights

Telmo Aguiar

N/A

21 February 2020

MQNA 17-1008

T-81241

LAJES FIELD, AZORES, PORTUGAL

US Air Forces in Europe

COVER

Cover Sheet

AutoCAD SHX Text

T-LP01

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25KVA

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ATLANTIC

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AMERICA

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NORTH

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AFRICA

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AZORES

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OCEAN

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EUROPE

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AZORES

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PICO

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FAIAL

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FLORES

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CORVO

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SÃO MIGUEL

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SANTA MARIA

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GRACIOSA

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TERCEIRA

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SÃO JORGE

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TERCEIRA

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PRAIA DA VITORIA

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LAJES FIELD

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SITE LOCATION

AutoCAD SHX Text

ANGRA DO HEROISMO

AutoCAD SHX Text N

AutoCAD SHX Text DRAWING LIST: E-001 ELECTRICAL SYMBOLS AND ABBREVIATIONS ELECTRICAL SYMBOLS AND ABBREVIATIONS E-100 OVERALL SITE PLAN OVERALL SITE PLAN E-101 PARTIAL SITE PLAN PARTIAL SITE PLAN E-102 PARTIAL SITE PLAN PARTIAL SITE PLAN E-103 PARTIAL SITE PLAN PARTIAL SITE PLAN E-104 PARTIAL SITE PLAN PARTIAL SITE PLAN E-105 PARTIAL SITE PLAN PARTIAL SITE PLAN E-106 PARTIAL SITE PLAN PARTIAL SITE PLAN E-107 PARTIAL SITE PLAN PARTIAL SITE PLAN E-501 ELECTRICAL DETAILS ELECTRICAL DETAILS E-502 ELECTRICAL DETAILSELECTRICAL DETAILS

US Air Forces in Europe

LAJES FIELD, AZORES, PORTUGAL

Project Number

N° Projecto

Project Title

Titulo do Projecto

Drawing Title

Titulo do Desenho

Drawing #

N° Desenho

Date / Data

Scale / Escala (Imperial / Metric)

Design by / Projectou

Facility #

N°Edificio

Drawn by / Desenhou

Repair Airfield Ramp Lights

Telmo Aguiar

N/A

21 February 2020

MQNA 17-1008

T-81241

E-100

Overal Site Plan

AutoCAD SHX Text

EXISTING UNDERGROUND LINE -

AutoCAD SHX Text %%uPLAN SYMBOLS:

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AutoCAD SHX Text %%uABBREVIATIONS:

AutoCAD SHX Text %%uONE-LINE SYMBOLS:

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TRANSFORMER (3 PHASE PAD MOUNTED)

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SECTIONALIZING PEDESTAL (JUNCTION BOX)

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TRANSFORMER

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CIRCUIT BREAKER

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SWITCH (XXXA DENOTES AMPACITY OF THE SWITCH)

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FUSE

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KEY NOTE

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MAINTENANCE HOLE

AutoCAD SHX Text J

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EXISTING OVERHEAD LINE

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EXISTING FEEDER

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CONTRACTOR FURNISHED

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GOVERNMENT FURNISHED

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JUNCTION BOX

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UNDERGROUND PRIMARY

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UNDERGROUND PRIMARY - DIRECT BURIED

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UNDERGROUND SECONDARY

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UPDB

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AutoCAD SHX Text %%uREFERENCE SYMBOLS:

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CONTRACTOR INSTALLED

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ALTERNATING CURRENT

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ABOVE FINISHED FLOOR

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AFF

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AMPERE

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ALUMINUM

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BLDG

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BUILDING

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BOTTOM

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BOT

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CONDUIT

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CIRCUIT BREAKER

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CONCRETE

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CONC

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DETAIL

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DRAWING

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DET

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DWG

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ELECTRICAL METALLIC TUBING

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EMT

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ELECTRIC OR ELECTRICAL

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ELEC

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EQUIPMENT

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EQUIP

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EXISTING

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EXIST

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FLOOR

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FL OR FLR

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GOVERNMENT INSTALLED

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GROUND

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GND

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KILOVOLT AMPERES

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KVA

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KILOVOLT

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KILOWATT

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LIGHT POLE

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MAINTENANCE HOLE

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METER

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MAX

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MAXIMUM

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MINIMUM

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MIN

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MISC

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MISCELLANEOUS

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MOUNTED

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MTD

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NORTH

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NEMA

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NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

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NUMBER

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NO OR #

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PHASE

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PVC

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POLYVINYL-CHLORIDE

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PAVEMENT

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PVMT

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RIGID GALVANIZED STEEL CONDUIT

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RGSC

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SECTION

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SECT

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SHT

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SHEET

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TOP OF CONCRETE

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TYPICAL

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TYP

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UNLESS NOTED OTHERWISE

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UNO

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WITH

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XFMR

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TRANSFORMER

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DISCONNECT SWITCH

AutoCAD SHX Text ALL PRIMARY CABLE SHALL BE REUSED. ALL CABLES SHALL REMAIN IN EXISTING DUCT, UNLESS NOTED OTHERWISE. BUILDING POWER OUTAGES RELATED TO THIS WORK SHALL BE COORDINATED WITH AND APPROVED IN ADVANCE BY THE CONTRACTING OFFICER'S REPRESENTATIVE. ALL CABINETS, ENCLOSURES, HOUSINGS SHALL BE OF HIGHLY CORROSION-RESISTANT AND WET-LOCATION RATED MATERIALS AND FINISHES.

AutoCAD SHX Text %%uGENERAL NOTES:

AutoCAD SHX Text 1.

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(CABLE & CONDUIT TO REMAIN)

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TRANSFORMER (1 PHASE PAD MOUNTED)

AutoCAD SHX Text M100

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(NUMBER INDICATES POLE NUMBER)

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MEDIUM-VOLTAGE SWITCHGEAR

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(NUMBER INDICATES MAINTENANCE HOLE NUMBER)

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CLAM-SHELL MAINTENANCE HOLE

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(NUMBER INDICATES MAINTENANCE HOLE NUMBER)

AutoCAD SHX Text M100

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POWER POLE -

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XXXA

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LINEAL FEET

T-11612B

T-

T-751

T-705

T-706

T-701

T-708

T-709

T-

T-715 T-716

T-717

D-703

D-701

T-722

T-11612A

T-607

T-606

T-605

T-611

T-610 T-609

T-608 T-612

T-640

T-604

T-

7 T-750 T-704 T-725

T-615T-619

T-

T-624 056

T-660

T-627

T-628

T-629

T-630

D-702 D-706C-602

C-603

C-604

C-915C-918

C-916

T-

T-929

T-252

T-

T-257

T-248T-247

T-

T-240

T-100

G-210G-209G-208G-204G-202

G-203

G-211

G-212

G-206

G-

G-205

G-207

T-121

T-122

T-169

T-167

T-166

T-183

T-120

T-114

T-134

T-164

T-163

T-162

T-112

T-125

T-126

T-128

T-110

T-135 T-131

T-130

T-144

T-146

T-155

T-152

T-181

G-811

263-266

G-803

267-270

271-274

275-278

G-

C-812116

104 103

T-400

T-

T-307 T-333

T-305

T-

T-300

T-306

T-416 T-323

T-324

T-326

T-319

T-310 T-

T-320

T-325

T-315

T-321

T-316

T-

T-203

T-202

T-206

T-209 T-211

T-210

T-205

T-207

T-208

T-260

T-262

T-216

T-213

T-214

T-

C-

B-

A-24

A-3 A-10

A-1

A-7

A-

A-19

C-

C-75

C-77C-78

C-

T-234

T-294

T-238

D-1

T-1312

T-1313

T-

T-1308

T-1303

T-1307

T-1306

T-1

T-1304 T-1302

T-1300

T-1420

T-1311

T-1310

T-1419

T-1418

T-1309

T-1427

T-39

T-40

T-1410

T-1411

T-1412

T-1413

T-1414

T-1415

T-1416

T-1417

T-1424T-

T-1422 T-1421

T-1

T-1408

T-

T-1405

T-1404T-1403T-1402T-1401

T-233 T-237

T-1560

T-

T-1554

T-1

T-1553

T-1551

T-1548

T-1547

T-1

6 T-1

T-1535

T-1536

T-1538

T-1542

T-1540

T-1534

T-1508

T-1510

T-1506

T-1507

T-1

T-

T-1533

T-1539

T-1543

T-

T-1

T-1502

T-1504

T-170

T-1566

T-1568

T-1570

T-1571

T-1565

T-

T-1569

T-1572

T-1562

T-1561T-1564

T-1563

T-1555

T-1558

T-1573

T-

T-418

T-

T-426

T-425

T-415

T-459

T-482 T-314

T-414

T-500

T-502

T-504T-503

T-521

T-520

T-588T-587

T-585

T-584T-583

T-582

T-581

T-506

T-538

T-561

G-

285283-284234-236

235-237 287-288

246-248

245-247

230228

227 229 231 233

244242240238

110111

C-002

C-007

C-702

147-151

C-318

C-814

123-122 121-120 C-005

C-01114

T-920

T-923

125-124127-126

128-133

134-136 137-138

T-770

T-740

T-769

T-767

T-772

T-768

A-909

A-910

A-908

T-857

225223

217215

211209

208206

207205

202 204

T-576

T-575

T-574

T-573

T-572

T-594

F-006

T-

T-578

T-566

T-569

T-570

T-571

T-579

T-

T-567 T-560

E-010

A-907

E-810

E-502 E-502

E-004

E-818

E-820

E-809

E-808

E-807

E-

E-912

MES

T-824

T-823

T-857

T-8

T-928

T-

T-11613A

T-917

T-11613BT-918

T-830

T-9

T-871

T-860

T-866

T-8

T-816

T-8

T-8 46 T-837

T-845

T-815

T-853 T-836

T-

T-800

T-69002

T-827

T-812

T-802 T-807 T-805 T-822

T-811

T-810

T-

T-1431

T-1420

T-1427

T-1424

T-1423

T-

T-234

T-

T-1410

T-AF1

T-703

T-1429

T-1400

T-1428

T-1

T-1306

T-1303

T-1302

T-872

T-1425

T-1426

LAJESSUBSTATION

T-773

M1340

M1330

M1350

M1360

M1380

M1410 M1400

M1310M1320

M1300

M1390

H1414

T924

10KVA

M1370

M1385

H1412

M1295

M1305

M1335

M1290

M1280

M1285

M1284

M1270

M1260

S130

M1250

M1240

M1220

M1230

M1210

M1200

M1180

M1190

M1170

M1160

M1150

M1140

M1130

M1120

M1110

M1100

M1090

M1070

M1080

M1060

S060

M1050

M1040

M1030

M1020

M1010

M1000

EMH1

US Air Forces in Europe

LAJES FIELD, AZORES, PORTUGAL

Project Number

N° Projecto

Project Title

Titulo do Projecto

Drawing Title

Titulo do Desenho

Drawing #

N° Desenho

Date / Data

Scale / Escala (Imperial / Metric)

Design by / Projectou

Facility #

N°Edificio

Drawn by / Desenhou

Repair Airfield Ramp Lights

Telmo Aguiar

N/A

21 February 2020

MQNA 17-1008

T-81241

E-100

Overal Site Plan

SHT. E-107SHT. E-106SHT. E-105SHT. E-104SHT. E-103

SHT. E-102SHT. E-101

AutoCAD SHX Text

T-LP01

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

T-LP02

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

T-LP03

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

T-LP04

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

T-LP05

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

T-LP06

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

T-LP07

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

T-LP08

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

T-LP09

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

LP01

AutoCAD SHX Text

LP02

AutoCAD SHX Text

LP03

AutoCAD SHX Text

LP04

AutoCAD SHX Text

LP05

AutoCAD SHX Text

LP06

AutoCAD SHX Text

LP07

AutoCAD SHX Text

LP08

AutoCAD SHX Text

LP09

AutoCAD SHX Text

T-LP10

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

T-LP11

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

T-LP12

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

T-LP13

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

T-LP14

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

T-LP15

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

T-LP16

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

T-LP17

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

T-LP18

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

T-LP19

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

T-LP20

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

T-LP21

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

T-LP22

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

T-LP23

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

T-LP24

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

T-LP25

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

T-LP26

AutoCAD SHX Text

25KVA

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

LP10

AutoCAD SHX Text

LP11

AutoCAD SHX Text

LP12

AutoCAD SHX Text

LP13

AutoCAD SHX Text

LP14

AutoCAD SHX Text

LP15

AutoCAD SHX Text

LP16

AutoCAD SHX Text

LP17

AutoCAD SHX Text

LP18

AutoCAD SHX Text

LP19

AutoCAD SHX Text

LP20

AutoCAD SHX Text

LP21

AutoCAD SHX Text

LP22

AutoCAD SHX Text

LP23

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

LP24

AutoCAD SHX Text

LP25

AutoCAD SHX Text

LP26

AutoCAD SHX Text

M1350

M1360

M1380

M1410 M1400

M1390

M1370

M1385

US Air Forces in Europe

LAJES FIELD, AZORES, PORTUGAL

Project Number

N° Projecto

Project Title

Titulo do Projecto

Drawing Title

Titulo do Desenho

Drawing #

N° Desenho

Date / Data

Scale / Escala (Imperial / Metric)

Design by / Projectou

Facility #

N°Edificio

Drawn by / Desenhou

Repair Airfield Ramp Lights

Telmo Aguiar

Te…

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File details come from the government source that posted it. Updated Sep 25, 2020.