Attachment 1 Specifications 3 January 2022.pdf

SPECIFICATIONS

FOR

EFFICIENCY – CONVERT T-621

INTO SUBSTATION AND T-624

INTO STRUCTURE SHOP

MQNA 21-1000

Portfolio Optimization Office, 765th Air Base Squadron

3 January 2022

USAFE

Lajes Field, Azores, Portugal

765th Air Base Squadron

APO AE 09720

MQNA 21-1000 EFFICIENCY - Convert T-621 into Substation and T-624 into Structures Shop

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 73 03 08/08 SUPPLEMENTARY CONDITIONS FOR AZORES

PROJECTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15 SUMMARY OF WORK

01 14 00 11/11 WORK RESTRICTIONS

01 30 00 11/20 ADMINISTRATIVE REQUIREMENTS

01 32 16.00 20 08/18 SMALL PROJECT CONSTRUCTION PROGRESS

SCHEDULES

01 33 00 08/18 SUBMITTAL PROCEDURES

01 35 26 11/20 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 20 02/10 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 57 19 11/15, CHG 5: 08/21 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 05/19 CLOSEOUT SUBMITTALS

01 78 23 08/15 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 05/10 DEMOLITION

DIVISION 03 - CONCRETE

03 30 53 05/14 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 11/15 UNIT MASONRY

DIVISION 05 - METALS

05 05 23.16 08/18 STRUCTURAL WELDING

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

05 52 00 02/18 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 08/16 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

07 92 00 08/16 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 33 23 08/20 OVERHEAD COILING DOORS

08 71 00 02/16, CHG 3: 08/20 DOOR HARDWARE

DIVISION 09 - FINISHES

09 22 00 02/10 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 24 23 08/17 CEMENT STUCCO

09 29 00 08/16 GYPSUM BOARD

PROJECT TABLE OF CONTENTS Page 1

DIVISION 10 - SPECIALTIES

10 44 16 11/19 FIRE EXTINGUISHERS

DIVISION 21 - FIRE SUPPRESSION

21 13 00.00 40 08/13, CHG 1: 11/14 FIRE-SUPPRESSION SPRINKLER SYSTEMS

21 22 00.00 40 05/16 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS

DIVISION 22 - PLUMBING

22 00 00 11/15 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 04/06 MECHANICAL SOUND, VIBRATION, AND

SEISMIC CONTROL

DIVISION 26 - ELECTRICAL

26 05 13.00 40 05/20 MEDIUM-VOLTAGE CABLES

26 05 48.00 10 10/07 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 08 00 08/08 APPARATUS INSPECTION AND TESTING

26 12 19.10 05/19 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED

TRANSFORMERS

26 20 00 08/19 INTERIOR DISTRIBUTION SYSTEM

26 27 14.00 20 02/11 ELECTRICITY METERING

26 51 00 05/20 INTERIOR LIGHTING

26 52 00.00 40 11/17 EMERGENCY LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 13.00 40 02/17 FIRE DETECTION AND ALARM CONTROL, GUI,

AND LOGIC SYSTEMS

DIVISION 31 - EARTHWORK

31 23 00.00 20 02/11 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 08/17 SEEDING

DIVISION 33 - UTILITIES

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 73 03

SUPPLEMENTARY CONDITIONS FOR AZORES PROJECTS

08/08

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00.

SD-01 Preconstruction Submittals

AF Form 103; G

1.2 PHYSICAL DATA

Data referred to below is furnished for the Contractor's information.

However, it is expressly understood that the Government will not be responsible for interpretation or conclusion drawn therefrom by the Contractor.

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

b. Geographic Conditions

(1) The Azores are comprised of a group of nine small islands, politically an integral part of Portugal, lying in the North Atlantic, about 2,300 miles east of New York and about 980 miles west of Lisbon, Portugal.

(2) The climate is mild and the humidity high. Average annual temperature is 63 degrees F. Diuranal fluctuation in temperature is approximately 10 degrees. Highest recorded temperature, 80 degrees F, lowest recorded temperature, 40 degrees F. The yearly average rainfall is 44.80 inches; the monthly average rainfall and probability of rain is as follows:

Month Average (in.) Probability

January 6.00 65 percent

February 5.40 64 percent

March 5.00 61 percent

April 3.10 43 percent

May 1.80 39 percent

June 1.80 33 percent

DOCUMENT 00 73 03 Page 1

Month Average (in.) Probability

July 7.70 29 percent

August 1.80 35 percent

September 3.20 40 percent

October 5.20 55 percent

November 5.10 57 percent

December 5.30 58 percent

High winds occur from December through March. Average winds during this period are 11.6 knots. The recorded high winds are: November 90 knots, December 72 knots, January 90 knots, February 128 knots, March 106 knots, April 89 knots.

(3) Terceira Island measures roughly 11 by 18 miles, almost entirely bordered by high cliffs. The terrain is hilly and dominated by volcanic ranges, including two extinct craters. The airfield is located on the northeast side of the island. The total population of Terceira Island is approximately 60,000. The city of Angra do Heroismo, capitol of the district, has a population of about 30,000; and the nearest town to the airfield, Praia da Vitoria, has a population of about 11,000.

c. Transportation Facilities for Lajes Field. Lajes Field is defined as the U.S. Forces Azores operational area on Terceira Island.

(1) Railroads: There are no railroads on the island.

(2) Highways and Roads: The majority of the roads are paved. A cobblestone and asphalt highway links Praia da Vitoria and Angra do Heroismo. The use or construction of haul roads and bridges shall be subject to prior approval of the Contracting Officer.

(3) Ports: The island has two ports capable of handling deep draft ocean freighters, Praia da Vitoria and Angra do Heroismo.

(4) Air: Lajes Field is served by the commercial Portuguese airline TAP, SATA and Ryanair.

1.3 LEGAL HOLIDAYS

For information purpose, the base acknowledges the following United States and Portuguese holidays:

*New Year's Day 01 January

Mardi Gras Variable

Good Friday Variable

DOCUMENT 00 73 03 Page 2

Day of Liberty 25 April

Day of the Worker 01 May

Holy Spirit Monday Variable

Corpus Christi Variable

Day of Portugal 10 June

Praia da Vitoria Day 20 June11 August

Assumption Day 15 August

Founding of the Republic 05 October

All Saint's Day 01 November

Restoration of Independence 01 NovDecember

Immaculate Conception 08 December

*Christmas Day 25 December

*Martin Luther King's Birthday Third Monday in January

*President's Day Third Monday in February

*Memorial Day Last Monday in May

*Independence Day 04 July

*Labor Day First Monday in September

*Columbus Day Second Monday in October

*Veteran's Day 11 November

*Thanksgiving Day Fourth Thursday in November

(*) NOTE: Any of the above holidays falling on a Saturday will be observed on the proceeding Friday.

Holidays falling on a Sunday will be observed on the following Monday.

1.4 SPECIAL CONSIDERATIONS

a. Contractor(s) must use and regard the most current and valid "Lajes Field Installation Facilities Standards (LFIFS)" for construction projects on Lajes Field, Azores. A copy of this standard will be provided to the contractor(s) by the CO upon request by each contractor. All project staging areas, construction sites, and storage areas shall be securely fenced around the entire perimeter of the job site. Fencing shall be completely secured at top and bottom to prevent pedestrian access. Fences shall be screened with opaque screening material to prevent visibility of the fenced area (min 2 m in height) in areas where material storage, contractor work trailers, trash

DOCUMENT 00 73 03 Page 3 container and any debris that maybe collected as result of construction. Fences and screens shall be adequately staked and/or anchored to prevent blowing over during high wind conditions. Submit photos or samples of the screening material for approval prior to installation.

b. The contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The contractor shall only remove trees when specifically authorized by 765 ABS Environmental Management function to do so, and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workmen, the contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound. The contractor shall return all areas disturbed during construction to its original condition.

c. The contractor shall request approval for laydown area and placing an office trailer at any project location. Any office trailer shall be no more than 10' x 32' in size, provided with a skirt on all sides, in like new condition, and painted Cream Beige or an equivalent color of similar tone approved by CO, if it is not obscured and hidden by the opaque fencing material. Office trailers in need of painting and / or repairs or, that are in an unsightly condition will not be allowed at the project site. A nameplate shall be displayed on the exterior of all trailers which lists the name of the contractor's company, contractor's point(s) of contact (POC) and telephone number where he/she can be reached, contract number, and title, and the date trailer was placed at the job site.

d. All contractor employees shall obey all traffic laws on installation.

The contractor shall park all vehicles only in legally designated locations, or within the fence line of the construction site.

e. The contractor shall perform normal housekeeping functions inside and outside contractor job sites. Such functions include grounds maintenance, sweeping, mopping, dusting, disposal of accumulated waste materials and rubbish and other operations necessary to present a neat appearance at all times. All rubbish and waste materials shall be removed daily and shall be placed in contractor furnished containers.

During construction, the contractor shall maintain all areas in a neat and orderly manner. The contractor shall clean the construction site and/or structure of all construction trash, trash generated by employees, debris, demolished building materials, combustible waste material, and/or dust daily or more frequently as necessary for safe operations. During the laying of asphalt roads, streets and/or parking surfaces, areas soiled by residual asphalt shall be cleaned daily. The contractor shall treat with lime entrances and exits to asphalt work site at their own expense. The contractor shall ensure all light or moderate weight debris at the construction site is properly secured in waste receptacles so that it does not blow to another area or onto the airfield. At the end of each project all equipment, rubble and rubbish shall be completely removed from the base by the contractor, leaving the area in a safe, clean and orderly manner to the satisfaction of the

CO.

f. Trucks loaded with loose material that can create a dust, debris or

DOCUMENT 00 73 03 Page 4 falling hazard shall be secured and covered. Fasten a suitable cover, such as tarpaulin, over the load before his/her vehicles and such spillage shall be cleaned up immediately. For the duration of entering surrounding streets. The contractor is solely responsible for spillage from this contract and on a daily basis, the contractor shall remove from all base roads and/or streets asphalt, mud, soil, rocks, trash, and debris that result from their construction business on the particular day affected. In the case of asphalt, roads will be cleaned operation on base. All roads and/or streets affected shall be cleaned before close of and/or treated with lime immediately.

g. Grassy areas disturbed by any type of construction work including storage, equipment staging, and material delivery areas shall be sodded or seeded as required on each delivery order. Contractor shall be responsible for the successful growth and maintenance of all new grass areas under this contract for a period of thirty (30) calendar days, or three mowings, after final acceptance of the work. All grass, shrubbery, and ornamental plants fenced by the construction site shall be maintained to base standards by the contractor.

h. All contractor owned items such as, but not limited to, stakes, traffic/safety cones, barriers, warning tape, erosion control fences that are erected during construction, shall be removed entirely after completion of project and prior to Government acceptance of the project site. The contractor, at his own expense, shall return to the site to remove any items left at or near the project site after this time period.

i. The contractor shall coordinate the exact location of each item of work with the inspector, such as drainage systems, drop inlets, repairs, and so forth. Once a week, the contractor shall layout and stake the proposed work in the field, and then review the layout with the inspector, who shall make recommendations as to adjustments needed.

Prior to doing any work, the contractor shall receive approval from the inspector, who will coordinate with the CO, engineer, and environmental flight as required.

1.5 CONDUCT OF CONTRACTOR PERSONNEL

The Contractor shall report to the Contracting Officer, immediately upon receipt or discovery of any information, whether or not verified, relating to physical security incidents, misconduct, crimes, and misdemeanors, including but not limited to murder, arson, larceny of any weapon, ammunition, or explosives, larceny of other property, robbery, burglary, narcotics and dangerous drugs, destruction of Government property, fraud, malfeasance, sabotage, subversions, disaffections, treasons, or espionage. The Contractor shall recognize and comply with the rules and regulations promulgated by the foreign country where the work is performed to the extent required by pertinent international agreements.

1.6 TURN-IN OF U.S. GOVERNMENT-OWNED MATERIAL AND EQUIPMENT

Property, material, or equipment removed during the course of repairs, alterations, or renovation of any building or other structure remains the property of the U.S. Government and shall be disposed of as follows:

a. Material other than scrap shall be turned over to the Government.

b. The Contracting Officer will designate the time and place and prepare

DOCUMENT 00 73 03 Page 5 the necessary forms for receiving the materials.

c. The items designated as scrap by the Contracting Officer shall be disposed of as directed.

1.7 INVESTIGATION OF DAMAGE OR INJURY

The U.S. Government will have the right to conduct an investigation, or participate in the Contractor's investigation, of any damage or injury to U.S. Government property, equipment, or personnel.

1.8 PROCESSING OF CONTRACTOR'S PERSONNEL AND PROPERTY

The Contractor shall process Contractor personnel and property through the Contracting Officer prior to commencement and at the completion of work under this contract. This processing shall include such things as registering and deregistering vehicles, arranging for the issuance and turn-in of identification and passes, and clearing liabilities incurred such as clubs, billeting, and loans.

1.9 VISAS--DIPLOMATIC CLEARANCES

The Contractor shall ensure that his employees obtain the required diplomatic clearances (visas) of sufficient duration to cover the performance period of the contract. (Sixty-day visitor visas are available at Portuguese Immigration at Lajes Field.)

1.10 SPECIAL REQUIREMENTS FOR OUTDOOR SIGNS

In accordance with USFORAZINST 5710.2D outdoor signs displayed on local military facilities are mandatory to be in both Portuguese and English languages. Identical size lettering shall be used for both languages, with Portuguese on top. The same requirement applies to project signs and safety and warning signs as used by the Contractor.

1.11 WRITTEN CORRESPONDENCE

Written correspondence from the Contractor to the Contracting Officer shall be in English language, including but not limited to Contractor's invoice, Contractor's Monthly Estimate for Voucher, Contractor's schedules, samples and submittals, reports, and as-built drawing markups.

1.12 PORTUGUESE EQUIVALENT

Where equipment, materials, or installations are to be in accordance with American standards, the equivalent Portuguese standard may be used subject to the approval of the Contracting Officer. The Contractor shall be responsible for proving the equivalency of the Portuguese standard.

1.13 SECURITY REQUIREMENTS

a. The contractor shall comply with security regulations imposed by the Installation Commander and/or the agency occupying the space where the work is to be performed, including adhering to, or, obtaining any security clearances.

b. Closure of Openings: The contractor shall close every fence opening resulting from work in order to prevent outside intrusion at the end of each workday. The Closure(s) shall remain in place when contractor is

DOCUMENT 00 73 03 Page 6 not actively engaged in working on the site(s), including each and every day, night, weekends, and holidays, to reduce wind and weather intrusion. The closure(s) shall be constructed of mesh wire anchored in place to stud framing, if necessary, or similar construction as approved by a government representative through the CO.

c. Contractor Access to Air Force Installations: The contractor shall obtain temporary installation passes for all contractor/subcontractor personnel who visit or perform work on the Air Force Installations cited in the contract. The contractor shall obtain passes through the 765th Contracting Flight. Contractor personnel are required to wear or prominently display contractor furnished badges while visiting or performing work on the installation.

d. Work Performed in Secured Areas: Projects in secured areas may require a local agency check of contractor personnel and all sub-contractors prior to commencement of work. If a check is required, the contractor should allocate time in the work schedule to accomplish this check. The contractor shall price work performed in secured areas according to standard work hour rates unless prior approval to use non-standard work hour rates is obtained from the CO.

e. Escort in Restricted Areas: Contractor personnel must be escorted at all times in a controlled/restricted area by a government escort.

Escorts for secured areas will be scheduled by the contractor at least ten (10) calendar days prior to starting work. The government will provide an escort as quickly as possible, but the contractor should expect delays due to the sensitive nature of secured areas.

f. Unauthorized Reconnaissance: The contractor shall inform all personnel working under his/her jurisdiction (including subcontractor and visiting supplier personnel) that access to areas outside the immediate work area (excluding cafeterias and rest rooms near the work site, direct haul and access routes, contracting and points of supply and storage) is strictly prohibited. Circulation of the above personnel shall be limited to official business only. Persons engaged in unauthorized reconnaissance of other contractor or government activity will be referred to the CO for disposition. Infractions involving possible compromise of national security will be turned over to the Office of Special Investigation (OSI) for disposition.

1.14 CONSTRUCTION SITE MAINTENANCE

a. The contractor shall maintain each site in a neat and orderly manner.

All supplies and equipment on the project site shall be stored to preclude mechanical and climatic damage. All grass, weeds, etc. shall be cut as necessary to prevent any fire/safety hazards and shall be no higher than 5 cm at any one time or as directed by the CO. All trash, debris, paper etc. shall be picked up immediately and placed in proper containers.

b. Contractor Parking: The contractor shall inform his employees, suppliers, and subcontractors that their vehicles shall not be parked on grass, in Fire Lanes or other restricted areas, parking spaces marked as "Handicapped" or "Government", at any time. In addition, vehicles may not be driven over grass surfaces, unless indicated during a site visit or pre-performance conference. Any damage done to lawns, shrubs, sidewalks etc. shall be repaired or replaced by the contractor at no additional cost to the government.

DOCUMENT 00 73 03 Page 7

c. Trucking: Loose debris on trucks leaving the site shall be loaded in a manner that will prevent dropping of materials on streets and conform to local ordinances and laws. Fasten suitable cover, such as a tarpaulin, over the load before entering surrounding streets. The contractor shall be responsible for immediately cleaning up any materials that fall from trucks.

d. Fencing of Construction Site: Fences will be used to isolate construction sites as per instructions by the CO and per recommendations of the Lajes Facility Excellence Standards.

e. Barricades

(1) The contractor shall barricade access to all construction sites.

Barricading shall be used to isolate areas from access. The barricades shall be maintained in good condition, and be installed such that people approaching from the predominant direction can clearly read the warning. Barricades on streets shall have battery powered flashers for night use. Construction fencing shall be used to isolate exterior areas from pedestrian access, and shall be maintained in good condition. Cones shall only be used to temporarily block pedestrian traffic. Extended pedestrian blockages or road traffic shall use rigid barrels/barricades. All barricades, barrels, cones, etc., are included in the contractor's supplied equipment/supplies and therefore shall not be a direct cost to any contract unless the CO deems the individual contract requirements so extensive as to warrant payment.

(2) All projects involving excavation shall be secured with flashing lights on all sides and have construction fencing completely surrounding the site at a minimum of five (5) feet from the hole.

1.15 DRAWING REQUIREMENTS

a. Existing Condition Drawings and As-built Drawings (including utilities):

(1) Existing condition drawings showing existing underground utilities are available upon request. The contractor shall avail himself of the drawings. Any utility line shown on the record drawings (or made known to the contractor) and damaged during construction work shall be repaired immediately by the contractor at no additional cost to the government.

(2) The government does not guarantee the accuracy or adequacy of existing record drawings. It is the contractor's responsibility to verify all existing conditions prior to starting work.

(3) During the progress of the job, the contractor shall keep a careful record at the job site of all work accomplished from the layouts shown on the drawings. The contractor shall provide documents (drawings or sketches) to describe all of the work accomplished, and enter changes and corrections on contract or record drawings promptly and submit to the CO.

b. As-built Work Element in Progress Schedule:

(1) As-builts shall be in the form of one (1) CD-ROM with all documents and drawings (.pdf/.dwg)_and shall be turned over to the

DOCUMENT 00 73 03 Page 8

CO within twenty-one (21) calendar days of final inspection.

(2) The as-builts shall be professionally drafted in AutoCAD and the contractor shall use conventional drafting techniques, nomenclature, symbols, lettering, noting, and dimensioning.

Resolution of reproducible as-builts shall be legible.

(3) Computer-Aided Design and Drafting (CADD) drawings shall comply with the most current version of Department of Defense (DOD) Technical Report arcGIS.

(4) The as-built drawings shall indicate, in addition to all changes and corrections, the actual as-built condition. In order that the location of sub-surface utility lines and appurtenances may be determined in the event the surface openings or indicators become covered over or obscured, utility record drawings shall show by offset dimensions to two permanently fixed surfaced features, the end of each run including each change in direction. Valve, splice boxes, and similar appurtenances shall be located by dimensioning along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

1.16 PERMITS

a. Welding Permit: No welding shall be started without first obtaining a permit issued by the 65 CES/CEF, Fire Prevention and Emergency Service Office. Contractor shall request the welding permit not less than five

(5) working days before the welding work starts.

b. Work Clearance Requests:

(1) In order to avoid damaging any underground utilities, such as sewer, water, gas, electrical, telephone, cable TV, and possibly others, the contractor must obtain digging permits. The contractor shall process, obtain and maintain a Work Clearance Request (AF Form 103) required, prior to beginning construction.

(2) The contractor is responsible for obtaining a Work Clearance Request for each contract right after Notice to Proceed (NTP) is issued. The contractor must fill out the request form (AF Form

103) with pertinent information and attach a plan showing the location of the respective work (contract drawings with areas highlighted is acceptable).

(3) Contractor shall submit to CO one (1) signed copy of the form (AF Form 103).

(4) Also, as a part of the work request process, the contractor shall be required to mark all locations of excavation work on site with white spray paint or stakes with flagging. Existing utilities will be marked in the field by the respective agency in proposed construction areas. The contractor is required to maintain these markings (or reference points) so that the pertinent agency does not have to duplicate their work.

1.17 PROGRESS REPORTS

The reports mentioned in FAR clause 52.236-15, "Schedules for Construction Contracts" shall be accomplished on AF Form 3064, Contracts Progress

DOCUMENT 00 73 03 Page 9

Schedule, and AF Form 3065, Contract Progress Report.

1.18 MATERIAL SUBMITTAL AND APPROVAL FORM

In accordance with FAR clause 52.236-5 "Materials and Workmanship," all material requiring approval shall be submitted by the contractor to the CO for approval on an AF Form 3000 within ten (10) calendar days after NTP (or as other-wise established by the CO).

1.19 COORDINATION WITH GOVERNMENT ACTIVITIES

a. 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) calendar days in advance.

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

c. 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.

d. 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 65 CES/CEN through the CO.

e. Utility Outages:

(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 calendar 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 a scheduled utility outage is 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.

(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.

(3) Water Mains. Operation of valves on water mains will be by government personnel only. Where 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 7without delay in the event of an emergency as determined by the 65 ABS/CEF Fire Prevention Office.

DOCUMENT 00 73 03 Page 10

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

1.20 REMOVAL AND REPLACEMENT RESPONSIBILITY

The contractor shall be responsible for the replacement or repair of all existing finished surfaces, utilities, equipment, landscapes, grounds, and structures or parts thereof that he/she has damaged, removed, or cut into in order to perform work specified. Removed items to be reinstalled shall be stored by the contractor, free from damage, until reinstalled at no additional cost to the Government.

1.21 WARRANTY SERVICE REQUIREMENTS

a. The contractor shall furnish, as a minimum, one (1) primary name and telephone number of an individual on his/her management staff, available twenty four (24) hours per day, seven (7) days per week, for the life of this contract to respond to warranty situations. In the event the primary individual is unavailable, the contractor shall furnish an alternate individual and shall notify the CO of the alternate individual's telephone number.

b. Following notification by the CO or, the COR, the contractor shall respond to a warranty service requirement identified by the CO, or the COR, in accordance with the "Warranty Service Priority List" of this program. This list prioritizes warranty work into the following categories:

Emergency: Perform on site inspection to evaluate situation, determine course of action, initiate work within 2 hours and work continuously to completion.

Urgent: Perform on site inspection to evaluate situation, determine course of action, initiate work within 24 hours and work continuously to completion.

Routine: All other work to be initiated within 48 hours and work continuously to completion.

c. The "Warranty Service Priority List" is as follows:

Emergency: Emergency deemed as any damage on the active runway.

Urgent: All repairs on the airfield taxiways and/or parking aprons.

Routine: All other areas.

d. Should parts be required to complete the work and the parts are not immediately available the contractor shall have a maximum of 12 hours after arrival at the job site to provide the CO with firm, written proposals for emergency alternatives and temporary repairs for government participation with the contractor to provide emergency relief until the required parts are available on site for the contractor to perform permanent warranty repair. The contractor's proposals shall include a firm date and time that the required parts

DOCUMENT 00 73 03 Page 11 shall be available on site to complete the permanent warranty repair.

The CO will evaluate the proposed alternatives and select the alternative considered to be in the best interest of the government to reduce the impact of the emergency condition. Alternatives considered by the CO will include the alternative for the contractor to "do nothing" while waiting until the required parts are available to perform permanent warranty repair. Negotiating a proposal, which will require government participation and the expenditure of government funds, shall constitute a separate procurement action by the government.

1.22 CONTRACTOR PERSONNEL

Contract Manager: The contractor shall provide a contract manager and at least one alternate. The contract manager and alternate shall have full authority to act for the contractor in all contractual matters. The contract manager or alternate shall be available during standard work hours. The contract manager and alternate shall be able to read, speak and write English fluently.

1.23 GOVERNMENT PERSONNEL

Personnel from 765 ABS/CEN are designated as the representative (COR) of the CO for the purpose of technical surveillance of workmanship and inspection of materials for work being performed under this contract. This designation in no way authorizes anyone other than the CO to commit the Government to changes in the terms of the contract. No oral statement of any person and no written statement of anyone other than the CO shall modify or other-wise affect the terms or meaning of this contract. All requests by the contractor for interpretations, modifications, or changes shall be made in writing to the CO. The Government shall not be liable for any costs incurred by the government or any action taken by the contractor, which are not in conformance with this statement.

1.24 E-MAIL CAPABILITY

The contractor shall have e-mail capability, via Internet or other means.

This will allow the CO and 765 ABS/CEN to communicate with contractor via e-mail.

1.25 GOVERNMENT LIABILITY

The Government shall not be liable for any loss or damage to the contractor's property, including stock, or for expenses incidental to such loss or damage. The contractor shall file a report with the Base Security Forces immediately as is practicable to report loss.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Document --

DOCUMENT 00 73 03 Page 12

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes general renovation of buildings T-621, new medium voltage switchgear building, and T-624 new CE Structures Shop.

T-624 is the old base power plant, but is currently only working as base switchgear house. This facility is partially a two story building with office space, control rooms and restrooms, and an open space area where the old electrical power generators are installed as well as switchgear currently feeding Lajes Field. T-621 was the old support building to the power plant, with office and breakroom areas.

The renovations will include selective demolition, new roof coverings, new windows and roll up doors, new partitions and finish upgrades including flooring, ceilings, doors, frames and hardware. Electrical work consists of conversion of the system to a European standard system including replacement of the medium voltage pad transformer, distribution equipment, lighting, lighting switching, devices and boxes. New site lighting will also be added. A new fire alarm and protection system and mass notification system throughout the building will be installed. Pavement in T-621 and T-624 compound will also be replaced as well as surrounding fence.

In T-621 a new medium voltage distribution switchgear will be installed.

The project also includes the construction of new manholes, conduits and installation of medium voltage cables. and incidental related work.

Contractor is responsible to dismantle, remove and dispose, existing motors and generators in T-624.

WORK DESCRIPTION UNI QUANT

EXTERIOR IMPROVEMENTS

Demolition of existing construction in accordance with the Government Drawings, including the deactivation of existing utilities, preparatory work for the implementation of new constructions and transport of the resulting products to a licensed dump ls 1

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Demolition of the existing 20cm thick concrete pavement, including transport of the resulting products to a licensed dump sm 1510

Demolition of existing fence and gates, including transport of the resulting products to a licensed dump m 185

Filling the gutters on the pavement, including regularization and compaction via mechanical equipment according to the Government Drawings cm 9

Adjust the existing floor box covers with the final floor level, including removal of covers with subsequent replacement, demolition and reconstruction of collars ls 1

Sub-base in crushed culcanic gravel, 0.20m thick including leveling and compaction through mechanical equipment as detailed sm 1365

Base in tout venant, 0.15m thick including levelling and compaction through mechanical equipment according to detail sm 1365

Prime Coat with ECL-1 (C60BF4) fluidized bitumen at the rate of 1.0Kg/m2 sm 1365

Binder layer in betuminous mix AC20 REG 50/70, 0.05m thick after compaction sm 1365

Tack Coat with ECR-1 (C60B3) fluidized bitumen at the rate of 0.5Kg/m2 sm 1365

Asphalt concrete surface layer of penetration range AC14 SURF 50/70, 0.06m thick after compaction sm 1365

Base material of cinder, 0.15m thick, including levelling and compaction through mechanical equipment according to detail sm 105

Sidewalk in C25/30 concrete, with non-slip finish, with 0.10m joints, including formwork, according to the Government Drawings sm 105

Curb in precast concrete, 15cm wide, on the public road, including concrete in the foundation and laying mortar m 115

Painting of continuous lines on partitions of parking spaces and guide lines 10 cm wide, in white color ral 9016, type CIN, ref. C-Floor E 240 WB, including surface preparation, according to Government Drawings m 60

Paintings with plain indication arrows, in white ral 9016, type CIN, ref. C-Floor E 240 WB, including surface preparation, according to the Government Drawings ea 4

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Two-way indication arrow painting, in white ral 9016, type CIN, ref. C-Floor E 240 WB, including surface preparation according to Government Drawings ea 1

Paintings of horizontal signage, left turn indication, in white color ral 9016, type CIN, ref. C-Floor E 240 WB, including surface preparation according to Government Drawings ea 1

Stop indication triangle horizontal signage, in white color ral 9016, type CIN, ref. C-Floor E 240 WB, including surface preparation according to Government Drawings ea 2

Betafence Nylofor 3D type fencing, 1.53m high, Betafence Square type poles 60x60mm section with fixing base, including stainless steel screws, according to Government Drawings m 185

External spans of the BETAFENCE Robusta Nylofor Swing type, with FAAC model 422 SBS mechanical openers, including support poles, concrete foundations, stainless steel hardware (hinges, handles and locks), electrical connections, and all necessary accessories, according to Government Drawings:

Gate 1 with 5.98mx2.43m with three hinged panels ea 1

Gate 2 with 4.08mx2.43m with two hinged panels ea 1

Gate 3 with 4.20mx2.43m with two hinged panels ea 1

External spans of the BETAFENCE Robusta Nylofor Swing type, including support posts, concrete blocks, stainless steel fittings (hinges, handles and locks), and all necessary accessories, according to the Government Drawings:

Gate 4 with 1.07mx2.43m with a hinged panel ea 1

WORK DESCRIPTION UNI QUANT.

ARCHITECTURE

DEMOLITIONS

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Demolition of existing construction in accordance with the Project Drawings, including deactivation of existing networks, preparatory work for the implementation of new constructions and transport of the resulting products to a licensed dump ls 1

Removal of metal roof sheets from the existing roof, including removal of the resulting products to a licensed dump sm 1305

Removal of the existing metal Wall cladding sheets, including the removal of the resulting products to a licensed dump sm 400

Removal of sanitary equipment, including the removal of the resulting products to a licensed dump ls 1

Removal of metal ladders, including removal of the resulting products to a licensed dump ls 1

Removal of existing windows, doors and louvers, including removal of the resulting products to a licensed dump ls 1

Removal of floor draians and iron plates, including removal of the resulting products to a licensed dump ls 1

Deactivation and demolition of the concrete oil separator, with prior removal of waste and transport to an authorized dump ls 1

Removal of all existing equipment, including transport and dump deposit to be designated by the Owner ls 1

Chipping of existing pavements, including the removal of the resulting products to a licensed dump sm 1240

Demolition of existing concrete foundations, including the removal of the resulting products to a licensed dump sm 10

Supply and construction of simple masonry of cement blocks laid with cement and sand mortar in a 1:3 volume trace, including concreted and regularized joints to be visible, on walls:

With 0.13 m thick sm 130

With 0.16 m thick sm 130

With 0.22 m thick sm 185

With 0.23 m thick sm 240

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With 0.48 m thick sm 20

ROOFS

Roof in aluminum sandwich panel similar to Munditelha, in RAL 8023, including all accessories, Project Drawings sm 1305

Ridge cap in aluminum sheet, similar to Munditelha ridge, in RAL 8023, including all accessories, according to Project Drawings m 61

Flashing in aluminum sheet, similar to Munditelha, in RAL 8023, including all accessories, according to Project Drawings m 58

Rake in aluminum sheet, similar to Munditelha, in color RAL 8023, including all accessories, according to Project Drawings m 156

Corner in aluminum sheet, similar to Munditelha, in RAL color 8023, including all accessories, according to Project Drawings m 13

Leveling screed on terrace ready to be waterproofed, including overhangs sm 34

Terrace waterproofing system, consisting of the application of bituminous primer type Imperkote F, from Imperalum, or equivalent, asphalt membrane type Polyplas 30 3kg and upper membrane Polyster 40, including mastic bead, overlapping and finishing with rain pipes, discharges gutters and gutters sm 55

FACADES

Exterior walls in FTB PF 1000 aluminum sandwich panel, in Cream Beige ral 1015, including all accessories sm 400

Daltile mosaic walls, Color Wheel Collection series - Linear, Biscuit color K175.20x60cm (8"x24"), with glossy finish, including cement glue, joint cover in the same color as the mosaic, according to Project Drawings sm 208

Supply and execution of plastering and plastering with cement and sand mortar to the trace 1:3 in volume, with battered finish ready to receive ceramic finishing, according to Project Drawings sm 208

Chipping of existing exterior and interior wall renders, including water jet washing and transporting the resulting products to a licensed dump sm 208

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Supply and execution of plastering and plastering with cement and sand mortar in 1:3 trace with tinned finish, including fin and all the necessary work for a good final finish according to detailed information in Project Drawings sm 165

FLOOR FINISHES

Filling with red cinder gutters on the pavement, including regularization and compaction through mechanical equipment according to Project Drawings cm 100

Ground floor slab in C25/30 concrete with a minimum thickness of 0.20 m, ready to receive screed cm 20

Supply and execution of regularization screed ready to receive final finishing sm 1257

Margres type porcelain tile flooring, Edge series, Taupe color E04, with 60x60 NR, including thin-set mortar, joint cover in the same color as the mosaic, according to Project Drawings sm 115

Margres type porcelain tile flooring, Edge series, Taupe color E04, with 60x60 NR, including thin-set mortar, joint cover in the same color as the mosaic, according to Project Drawings sm 6

Epoxy flooring for smooth self-smoothing system SIKA Sikafloor - 264, color RAL 7037, including primary Sikafloor 156, according to Project Drawings sm 390

Epoxy flooring for smooth self-smoothing system SIKA Sikafloor - 264, color RAL 7038, including primer Sikafloor 156, according to Project Drawings sm 735

Epoxy flooring for smooth self-smoothing system SIKA Sikafloor - 264, color RAL 1021, 6cm wide in the delimitation of equipment, including primary Sikafloor 156, according to Project Drawings sm 11

Tile skirting in Margres porcelain stoneware, Edge series, Taupe color E04, 8x60cm NR, including cement glue, joint cover in Identical color, according to Project Drawings m 6

CEILING FINISHES

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Armstrong modular suspended ceiling, Sierra series, Board model, 60x60cm modules, ref. 3612M, including metallic fixation structure, double L flap and negative opening for light fixtures according to Project Drawings sm 295

Armstrong modular suspended ceiling, Hydroboard series, Board model, 60x60cm modules ref. 3687M, including metallic fixation structure, double L flap and negative opening for light fixtures according to Project Drawings sm 46

Ceiling in plaster and plaster of cement and sand to the trace 1:3 of volume in slab, with tinned finishing to fine Mega-type bar, all the necessary work for a good final finish, according to Project Drawings sm 27

PAINTING

Exterior wall painting with 100% acrylic paint, semi-textured, water-based, in the color Creme Beige ral 1015, in the necessary coats, including primary cinolite and preparation of surfaces according to Project Drawings sm 900

Interior wall painting with CIN Cinacryl water-based acrylic enamel paint, in matt white color Ral 9003, in the necessary coats including primary cinolite and preparation of surfaces according to Project Drawings sm 1500

Ceiling wall painting with CIN Cinacryl water-based acrylic enamel paint, in matt white color Ral 9003, in the necessary coats, including primary cinolite and preparation of surfaces according to Project Drawings sm 27

Repair of existing metal elements according to the following paint scheme: 1 coat of Fercoute HELM rust converter, 2 coats of Primazim HEME Zinc Epoxy anti-corrosive primer, 2 coats of Epoxy 832 "TITAN" primer, or equivalent, 2 coats of finishing paint based on polyurethane enamel with a minimum thickness of 2x50 microns ea 1

OPENINGS/SPAN

Exterior doors in anodised aluminum, Anicolor type, with stop system A1/A6 (straight line), with thermal break, in dark brown color ral 9028, with matt finish, with double SGG glazing composed of external Cool-Lite neutral glass SKN 154II 6mm+8mm air box + Planilux 6mm laminated interior glass, including hoops and smoothers and hardware (hinges, handles and fasteners), according to Project Drawings:

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VE1 with 2.25mx1.20m with two projecting and two fixed sheets ea 1

VE4 with 3.35mx1.84m with three projecting sheets and six fixed sheets ea 4

VE5 with 2.25mx1.84m with two projecting sheets and four fixed sheets ea 1

VE6 with 5.03mx1.84m with four projecting sheets and eight fixed sheets ea 1

VE10 with 3.50mx1.84m with three projecting panels and six fixed panels ea 2

VE12 with 1.60mx0.51m with a tilting sheet ea 2

VE14 with 3.35mx0.85m with three projecting panels ea 1

VE21 with 1.10mx0.80m with a tilting panel and a fixed panel ea 3

VE22 with 1.16mx0.0.80m with a tilting and a fixed panel ea 2

VE23 with 0.60mx0.55m with a tilting sheet ea 1

Exterior doors in anodised aluminum, Anicolor type, with stop system A1/A6 (straight line), with thermal break, in dark brown ral 9028, with matte finish, with double SGG glazing composed of SKN neutral Cool-Lite exterior glass 154II 6mm+8mm air box + Planilux 6mm laminated interior glass, including hoops and smoothers and hardware (hinges, handles and fasteners), peripheral profile in the span in galvanized steel and with drip-like finishing of the FTB aluminum sandwich panel system to be applied on facades, according to the Project Drawings:

VE15 with 22.60mx0.83m with forty fixed sheets ea 1

VE16 with 4.04mx0.83m with six fixed panels ea 1

VE17 with 6.94mx0.83 with ten fixed sheets ea 1

VE18 with 6.44mx0.83m with 1 twelve fixed panels ea 1

VE19 with 6.92mx0.83m with twelve fixed sheets ea 2

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Exterior doors in anodized aluminum, Anicolor type, with stop system A1/A6 (straight line), with thermal break, in dark brown ral 9028, with matte finish, with aluminum panel in the color of the frame, including hoops and smoothing and hardware (hinges, handles and fasteners), according to the Project Drawings:

VE2 with 0.97mx2.23m with a stop sheet ea 1

VE7 with 0.80mx2.20m with a stop panel ea 4

VE9 with 0.91mx2.40m with a stop panel ea 2

VE11 with 1.00mx2.12m with a stop panel ea 1

VE13 with 1.80mx2.10m with two hinged panels ea 1

VE20 with 1.80mx2.10m with two hinged panels ea 1

Exterior span in anodized aluminum, Anicolor type, with XP shutter system, spaced fixed blades, with thermal break, in dark brown ral 9028, with matte finish, with aluminum panel in the color of the frame, including hoops and smoothing and hardware (hinges, handles and fasteners), according to the Project Drawings:

VE24 with 0.90mx2.00m with a stop panel ea 3

Wayne Dalton type aluminum roll-up outer span, model 888 ADV-Xtreme, in dark brown ral 8028, with matte finish, with man's door, including automatic opening and closing, electrical connections, as per Project Drawings:

VE3 with 3.64mx4.08m with a roll sheet and a stop sheet ea 1

Wayne Dalton type aluminum roll-up outer span, model 888 ADV-Xtreme, in dark brown ral 8028, with matte finish, including automatic opening and closing, electrical connections, as per Project Drawings:

VE8 with 3.80mx4.08m with a roll sheet ea 1

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Steelcraft metal interior doors, F16 frame (F series) "Standard Double Rabbet Frame" SL18 sheet (SL Series),…