ATTACHMENT 2 SPECIFICATIONS (Eng) QUUG 07-1022.pdf

PREPARED FOR

DEPARTMENT OF THE AIR FORCE

496TH AIR BASE SQUADRON

ENGINEERING DESIGN SECTION

MORÓN AIR BASE, SPAIN

PROJECT

QUUG 07-1022 REPAIR SMALL AC MNT HANGAR, B 1422.

Prepared by Castaño &

Asociados:

Reviewed by:

Approved by:

PROJECT QUUG 07-1022

SPECIFICATIONS INDEX

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Scope of Work & Drawings

01 11 01 General Conditions

01 11 02 Special Conditions

DIVISION 02 - EXISTING CONDITIONS

02 41 00 Demolition and deconstruction

DIVISION 03 - CONCRETE

03 30 00 Cast-In-Place Concrete

DIVISION 04 - MASONRY

04 20 00 Masonry

DIVISION 05 - METALS

05 05 23.16 Structural welding

05 12 00 Structural Steel

05 30 00 Steel Decks

05 52 00 Metal Railings

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 00 00.01 Fall Arresting System

07 21 13 Board and Block Insulation

07 27 10 Building air barrier system

07 41 00 Roofing Siding panels and flashing

07 81 00 Spray-Applied Fireproofing

07 84 00 Firestopping

07 92 00 Joint Sealants

DIVISION 08 – OPENINGS

08 11 13 Steel Doors and Frames

08 14 00 Wood Doors

08 34 16.00 Steel Hangar Doors

08 51 13 Aluminum Doors and Windows

08 71 00 Door Hardware

08 81 00 Glazing

DIVISION 09 - FINISHES

09 24 23 Plaster

09 29 00 Gypsum Board and Cement Board

09 30 10 Porcelanic gres tile

09 51 00 Suspended Ceiling

09 67 23.14 Chemical resistant resinous flooring

09 90 00 Paints and Coatings

DIVISION 10 – SPECIALTIES

10 14 00.20 Interior signage

10 28 13 Plumbing fixtures, sanitary accessories

10 44 16 Fire Extinguishers

DIVISION 21 – FIRE SUPRESSION

21 13 13 Wet Pipe Sprinkler System, Fire Protection

DIVISION 22 - PLUMBING

22 00 00 Plumbing

22 15 26.00 20 Medium pressure compressed air piping

DIVISION 23 – HEATING, VENTILATING AND AIR

CONDITIONING

23 03 00.00 20 Basic mechanical materials and methods

23 07 00 Insulation of mechanical systems

23 30 00 Air supply, Distribution, Ventilation and Exhaust Equipment

DIVISION 26 - ELECTRICAL

26 00 00.00 20 Basic Electrical Materials and Methods

26 11 16 Secondary Unit Substations

26 20 00 Interior Distribution System

26 41 00 Lightning Protection System

26 51 00 Interior Lighting

26 56 00 Exterior Lighting

DIVISION 27 – COMMUNICATIONS

27 10 00 Building telecommunications cabling systems

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 31 70 Interior Combined Fire Alarm/Mass Notification System

DIVISION 31 – EARTHWORK

31 00 00 Excavation and Fill

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 04 22 Geotextiles as separation layer and filter elements

32 05 10 Aggregates

DIVISION 33 - UTILITIES

33 30 00 Sanitary Sewer

33 71 02 Underground Electrical Distribution

33 82 00 Telecommunications Outside Plant

DIVISION 41 – MATERIAL PROCESSING AND HANDLING

EQUIPMENT

41 22 13 Bridge Cranes, Overhead Electric

01 11 00 Page 1

SECTION 01 11 00

SCOPE OF WORK AND DRAWINGS

1. SCOPE OF WORK: The scope of work consists of the furnishing of all the labor, materials, plants, transportations, equipment and services to accomplish all the work, in strict accordance with the drawings and specifications, complete and ready for use under a firm fixed price construction contract.

The work includes, but is not limited to the following activities, which include the tests to be performed by an independent laboratory for the quality control:

DESIGN FOR WHOLE RENOVATING BUILDING 1422 (AN AIRCRAFT

MAINTENANCE HANGAR) AT MORÓN AB.

This project is intended to provide a design for renovating building 1422 at Morón AB (Spain).

Therefore, shall provide a complete, operable and low-maintenance aircraft maintenance hangar.

Works to be performed are divided in the following CLINs and are the following:

CLIN 001 (Base Bid): OFFICE, SHOPS, STORAGE & MAIN UTILITIES LINES IN

HANGAR 1422

ARCHITECTURAL WORKS

a) Construction of an interior office building with a rest area for workers.

b) Construction of utility rooms, communications room and secure storage room.

c) Provide comprehensive architectural construction for offices, utilities rooms, storage and shops: refurbishment of / new interiors, electrical, plumbing, HVAC, sewer, telecom, fire alarm, fire suppression, grounding, surge protection, and furnishings.

d) If CLIN 003 (Additive 02) is not awarded, the protection of the structure that is confined in the area of the new office and warehouse modules will be included as part of this CLIN 001 (Base Bid), in accordance with the project plans (including brushing and pressure blasting).

MECHANICAL WORKS

e) Provide new distribution lines for the existing compressed air system and adequate air outlets in the hangar area.

f) Provide plumbing system for wet rooms and hose bibbs located in shops (in the hangar area). Provide eyewash stations in accordance with all applicable regulations in the hangar area. Provide sewage system for wet rooms (new office building).

g) Provide connection for the fire extinguishing system (in case CLIN 002 (Additive 01) is not awarded) and provide sprinkler system for the new interior office building and warehouse module. (Not including pump system and water tank).

01 11 00 Page 2

h) Provide ventilation and air conditioning installation for the new interior office building and warehouse module.

ELECTRICAL WORK

i) Provide exterior electrical connection, including new transformer.

j) Provide new interior electrical installation in the new interior office building and warehouse module (except as included in CLIN 003 (Additive 02)). This includes all panels, breakers, conduits, interior electrical devices and dry transformer, not including doors motors, aircraft power equipment and electrical wiring to this equipment.

k) Provide new interior lighting in the new interior office building and warehouse module, including emergency lighting.

l) Provide communications system, including conduits and tray, in hangar area.

m) Provide new combined Fire Alarm and Mass Notification.

n) Provide new grounding system (except as included in CLIN 003 (Additive 02)).

Explanatory note: If only CLIN 001 (Base Bid) is awarded, there would only be a fire suppression system in the new interior office building and warehouse module. The hangar would not be protected according to applicable codes.

Estimated time for execution of CLIN 001 (Base Bid): 14 months.

CLIN 002 (Additive 01): HANGAR FIRE SUPRESSION SYSTEM

MECHANICAL WORKS

a) Provides a new fire suppression system with water accumulation tank and water pumps for the sprinkler system, for the Hangar.

Explanatory note: if CLIN 001 (Base Bid) is awarded first, and CLIN 002 (Additive 01) is awarded later, the latter would include the demolition of the service connection included in CLIN 001 (Base

Bid). If both are awarded, only a single service connection will be installed, which will serve the entire hangar's complete system.

Estimated time for execution of CLIN 1 (Base Bid) + CLIN 2 (Additive 01): 17 months.

CLIN 003 (Additive 02): RENOVATE HANGAR (REST OF SCOPE)

ARCHITECTURAL WORKS

a. Provide a comprehensive architectural renovation at the hangar. The facility renovation shall include all facility components associated with hangar activities as defined on the project plans and shall include, but not be limited to: interior renovation, electrical, plumbing, HVAC, sewer, fire alarm, fire suppression, grounding, surge protection, lightning protection, and furnishings.

01 11 00 Page 3

b. Structural reinforcement of existing structure in accordance with the project plans.

Existing steel structures shall be brushed and pressure blasted, and all structures shall be protected as indicated on the project plans.

c. Install new insulated panel system façade. Paint entire exterior to include USAF, SpAF, NATO symbols and base name.

d. Provide new windows and doors in building envelope.

e. Provide new main hangar doors with motorized opening and closing.

f. Provide new door tracks, both upper and lower.

g. Install new façade and roof panels to prevent bird nesting in or near the tracks of the new upper hangar main doors.

h. Demolish the existing walkway.

i. Replace the existing roll-up door.

j. Provide new insulated roof panels.

k. Provide new fall protection system and storm drainage system for the roof.

l. Replace exterior infrastructure such as doors (egress, emergency, etc.), windows, translucent wall panels, awnings, and any exterior openings for auxiliary equipment.

m. Repair the concrete floor and signage appropriately.

n. Install new overhead crane.

o. Consider any specialized equipment or furnishings required by the end user.

p. Provide a new exterior ladder to access the roof. Connect the ladder to the new fall arrest system for safe movement across the roof.

MECHANICAL WORK

q) Provide ventilation and air conditioning installation for hangar area.

r) Provide plumbing connections for adiabatic equipment.

s) Provide drainage for hangar doors.

ELECTRICAL WORK

t. Provide interior electrical installation associated with secondary panels for aircraft equipment and hangar doors.

u. Provide hangar interior lighting and exterior lighting, including emergency lighting.

v. Provide new lightning protection system and aircraft static grounding system.

Explanatory Note: If CLINs 001 (Base Bid) and 002 (Additive 01) are awarded first, and CLIN 003

(Additive 02) is awarded later, CLIN 003 (Additive 02) will include dismantling of the sprinkler system and all the utilities systems installed in the hangar as part of CLIN 001 (Base Bid) and CLIN 002

(Additive 01), prior to replacement of the roof panels and reinforcement of the structure. In addition, in the event that this CLIN 003 (Additive 02) is awarded at a later date, the interior office and warehouse modules will have to be protected during construction works of the hangar.

Estimated time for execution of CLIN 001 (Base Bid) + CLIN 2 (Additive 01) + CLIN 3 (Additive

02): 22 months.

01 11 00 Page 4

MISCELLANEOUS (Applicable to all CLINs)

a. Scanning the construction site with Georadar.

b. Testing and Commissioning.

c. Final cleaning.

d. Delivery of As-built drawings.

e. Delivery of Spatial Data.

01 11 00 Page 5

2. DRAWINGS:

No. of

Drawing Sheet Code Date

Title

R-827-1 01 of 98 G001 Apr 2025 Cover sheet

R-827-2 02 of 98 G002 Apr 2025 Drawing index

R-827-3 03 of 98 G101 Apr 2025 Scope of work

R-827-4 04 of 98 GI001 Apr 2025 Life safety code narrative I

R-827-5 05 of 98 GI002 Apr 2025 Life safety code narrative II

R-827-6 06 of 98 GI003 Apr 2025 Life safety code narrative III

R-827-7 07 of 98 GI004 Apr 2025 Life safety code narrative IV

R-827-8 08 of 98 GI101 Apr 2025 Code compliance site plan

R-827-9 09 of 98 GI102 Apr 2025 Life safety plan

R-827-10 10 of 98 C001 Apr 2025 Civil legend and general notes

R-827-11 11 of 98 CD101 Apr 2025 Existing utilities and civil demolition

R-827-12 12 of 98 C101 Apr 2025 New site plan and utilities connection

R-827-13 13 of 98 C401 Apr 2025 New enlarged transformer

R-827-14 14 of 98 C402 Apr 2025 Pavement joints plan

R-827-15 15 of 98 C501 Apr 2025 Civil details I

R-827-16 16 of 98 C502 Apr 2025 Civil details II

R-827-17 17 of 98 C503 Apr 2025 Civil details III

R-827-18 18 of 98 S001 Apr 2025 Structural general notes I

R-827-19 19 of 98 S002 Apr 2025 Structural general notes II

R-827-20 20 of 98 S101 Apr 2025 Existing structure plan. Roof purlins and bracings

R-827-21 21 of 98 S102 Apr 2025 Structural plans. Support building

R-827-22 22 of 98 S103 Apr 2025 Architecture. Plan and enlarged section of communications room

R-827-23 23 of 98 SE201 Apr 2025 Reinforcement of existing conditions on side frame

R-827-24 24 of 98 S201 Apr 2025 Structural reinforcements of new conditions on side frame elevations

R-827-25 25 of 98 SE202 Apr 2025 Structural reinforcement of existing conditions on steel trusses

R-827-26 26 of 98 S202 Apr 2025 Structural reinforcement of new conditions on steel trusses

R-827-27 27 of 98 SE203 Apr 2025 Structural reinforcement of existing conditions on front frame

R-827-28 28 of 98 S203 Apr 2025 Structural reinforcement of new conditions on front frame

R-827-29 29 of 98 SE204 Apr 2025 Reinforcement of existing structure side frame elevations

R-827-30 30 of 98 S204 Apr 2025 Reinforcement of new structure side frame elevations

R-827-31 31 of 98 S205 Apr 2025 Structural sections. Support building

R-827-32 32 of 98 S501 Apr 2025 Structural details I

R-827-33 33 of 98 S502 Apr 2025 Structural details II

01 11 00 Page 6

R-827-34 34 of 98 A001 Apr 2025 Architectural notes and legend

R-827-35 35 of 98 AD101 Apr 2025 Architectural demolitions. Floor plan

R-827-36 36 of 98 AD102 Apr 2025 Architectural demolitions. Roof plan

R-827-37 37 of 98 AD201 Apr 2025 Architectural repairs. Elevation I

R-827-38 38 of 98 AD202 Apr 2025 Architectural repairs. Elevation II

R-827-39 39 of 98 A101 Apr 2025 Architecture. New floor plan

R-827-40 40 of 98 A102 Apr 2025 Architecture. New roof plan

R-827-41 41 of 98 A103 Apr 2025 Architecture. New floor dimensions plan

R-827-42 42 of 98 A104 Apr 2025 Architecture. New roof dimension plan

R-827-43 43 of 98 A105 Apr 2025 Architecture. New finish and partition plan

R-827-44 44 of 98 A106 Apr 2025 Architecture. New plan. Floor marking

R-827-45 45 of 98 A201 Apr 2025 Architecture. New elevations I

R-827-46 46 of 98 A202 Apr 2025 Architecture. New elevations II

R-827-47 47 of 98 A301 Apr 2025 Architecture. New sections I

R-827-48 48 of 98 A302 Apr 2025 Architecture. New sections II

R-827-49 49 of 98 A303 Apr 2025 Architecture. Detailed sections

R-827-50 50 of 98 A401 Apr 2025 Architecture. Enlarged toilet and break room plan

R-827-51 51 of 98 A402 Apr 2025 Architecture. Enlarged stairs plan and sections

R-827-52 52 of 98 A501 Apr 2025 Architectural details I

R-827-53 53 of 98 A502 Apr 2025 Architectural details II

R-827-54 54 of 98 A503 Apr 2025 Architectural details III

R-827-55 55 of 98 A504 Apr 2025 Architectural details IV

R-827-56 56 of 98 A505 Apr 2025 Architectural details V

R-827-57 57 of 98 A506 Apr 2025 Architectural details VI

R-827-58 58 of 98 A507 Apr 2025 Architectural details VII

R-827-59 59 of 98 A508 Apr 2025 Architectural details VIII

R-827-60 60 of 98 A509 Apr 2025 Architectural details IX

R-827-61 61 of 98 A510 Apr 2025 Architectural details X

R-827-62 62 of 98 A511 Apr 2025 Architectural details XI

R-827-63 63 of 98 A512 Apr 2025 Architectural details XII

R-827-64 64 of 98 FD101 Apr 2025 Fire protection system. Demolition plan

R-827-65 65 of 98 FP101 Apr 2025 Fire sprinklers system. New installation

R-827-66 66 of 98 FP501 Apr 2025 Fire sprinklers system. Details

R-827-67 67 of 98 FP601 Apr 2025 Fire sprinklers system. Isometric 3D

R-827-68 68 of 98 FA101 Apr 2025 Fire alarm system. New ground floor.

R-827-69 69 of 98 FA501 Apr 2025 Fire alarm system. Details

R-827-70 70 of 98 PD101 Apr 2025 Plumbing and sewer. demolition plan.

R-827-71 71 of 98 PP101 Apr 2025 Plumbing and compressed air plan.

R-827-72 72 of 98 PP501 Apr 2025 Plumbing and compressed air details

R-827-73 73 of 98 PP601 Apr 2025 Plumbing and compressed air Isometric 3D

R-827-74 74 of 98 PS101 Apr 2025 Sewer plan.

R-827-75 75 of 98 PS102 Apr 2025 Storm water roof plan

R-827-76 76 of 98 PS501 Apr 2025 New sewer and storm water details

R-827-77 77 of 98 PS601 Apr 2025 Isometric Sewer view

R-827-78 78 of 98 MH101 Apr 2025 Air conditioning system

01 11 00 Page 7

R-827-79 79 of 98 MH102 Apr 2025 Mechanical ventilation system

R-827-80 80 of 98 MH501 Apr 2025 Mechanical details

R-827-81 81 of 98 MH601 Apr 2025 HVAC equipment schedule

R-827-82 82 of 98 ED101 Apr 2025 Electrical demolitions

R-827-83 83 of 98 EP101 Apr 2025 Electrical power

R-827-84 84 of 98 EP401 Apr 2025 Enlarged electrical room

R-827-85 85 of 98 EP501 Apr 2025 Electrical power details I

R-827-86 86 of 98 EP502 Apr 2025 Electrical power details II

R-827-87 87 of 98 EP503 Apr 2025 Electrical power details III

R-827-88 88 of 98 EL101 Apr 2025 Electrical lighting

R-827-89 89 of 98 EL601 Apr 2025 Luminaires schedule

R-827-90 90 of 98 EG101 Apr 2025 Grounding and lightning system. Ground floor

R-827-91 91 of 98 EG102 Apr 2025 Grounding and lightning system. Roof plan

R-827-92 92 of 98 EG501 Apr 2025 Grounding and lightning details I

R-827-93 93 of 98 EG502 Apr 2025 Grounding and lightning details II

R-827-94 94 of 98 EG503 Apr 2025 Grounding and lightning details III

R-827-95 95 of 98 E601 Apr 2025 Electrical diagram I

R-827-96 96 of 98 E602 Apr 2025 Electrical diagram II

R-827-98 97 of 98 T101 Apr 2025 New telecommunication system

R-827-98 98 of 98 T501 Apr 2025 New telecommunication system. Details

*** END OF SECTION ***

01 11 01 - 1

SECTION 01 11 01

GENERAL CONDITIONS

1. GENERAL: The work consists of furnishing all labor, materials, utilities, transportation, equipment, and services to execute the project. In accordance with the drawings and specifications, complete and ready for use. Measurements shown on the drawings and specifications are given for reference use only. They are not conclusive and may be erroneous. It is the Contractor’s responsibility to verify any and all of measurements. The Government will not be held responsible for measurements shown or measurements and estimations made by the

Contractor.

2. GENERAL DESCRIPTION: The work consists in, but is not limited to, executing the line items indicated in the scope of work. All line items indicated in the scope of work do not limit nor reduce the Contractor’s responsibility to perform all work as required by the project in order to provide a complete and usable facility.

3. LOCATION: The work is located in building 1422 at Morón Air Base, in the West area of the base, between buildings 1420 and 1424, next to airstrip.

4. DRAWINGS ACCOMPANYING SPECIFICATIONS: Drawings are the property of the

Government and shall not be used for any purpose other than that contemplated by the specifications. The drawings indicated in the specifications are in A1 size.

5. WARRANTY: For this contract the Contractor shall provide a two-year standard commercial warranty for with all line items of the scope of work, including materials and workmanship. The warranty shall cover all defects noticed and reported to the Contractor within two years after acceptance of the work. The Contractor shall repair or replace defective materials at their expense within a reasonable time and as approved by the Contracting Officer. The Contractor must comply with any additional warranty periods established by Spanish codes and regulations. The

Contractor shall submit the warranty letter within 15 calendar days after to the acceptance of the work by the Contracting Officer.

6. BASE ACCESS:

6.1. Permits or Authorizations: The Contractor shall obtain all permits or authorizations required to access Morón Air Base. All the communications in relation to the Base Access request must be directed to Construction Management Section for PASS&ID Office processing. Once the works have finalized, the Contractor will return the permits or authorizations. Contractor is responsible to provide the required escorts as required to execute the works.

6.2. Delays and Interruptions: The Contractor is advised that delays are liable to occur, due to security reasons, during the access/egress process of personnel and materials from Morón Air

01 11 01 - 2

Base. Additionally, the Contractor shall immediately interrupt the work when it is required if security warning/risk situations occur. The contractor shall submit in writing, excess delays (90 minutes or more) experienced due to base access.

7. WORK CLEARANCE REQUEST:

7.1. 15 calendar days in advance, as minimum, before the commencement of the works, the

Contractor shall request AF Form 103 “BCE Work Clearance Request” to Construction

Management in order to obtain all the information pertaining to the current status of Base utilities.

Additional requests shall be submitted to Construction Management 15 calendar days in advance, at minimum. The Contractor shall not perform any work under any circumstances without having the approved Work Clearance at the construction site (hard copy) and not before having marked at the site with stakes and/or pins the location of the utilities. Work Clearance Request shall only be processed once all materials and documentation necessary to commence work have been submitted and approved. The Contractor shall be responsible for any damage caused to Base utilities shown on the AF Form 103 and project drawings and shall be responsible for the repairs without additional cost to the Government.

7.2. Return entire permit to Geobase Office after completion of digging excavating activities.

If additional utilities are located or encounters (or marked utilities are not found in their expected locations) then the requester shall provide a sketch to Geobase office precisely detailing the location(s) of all utilities that were found to not be in the location expected within the 10 workdays after the discovery of the discrepancy.

8. BASE UTILITIES:

8.1. The Contractor, at its expense and in coordination with the Contracting Officer or CE personnel, shall install and maintain all necessary temporary connections and distribution lines.

Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, and associated accessories.

8.2. Use of Base Utilities: Water, sewage and electrical utilities may be available to the

Contractor for supply to the following buildings: Offices, latrines, break rooms and laboratories.

If the contractor wants any of these available utilities, the contractor must provide the material for the temporary utility connection and he must perform the work for the temporary utility installation. If the contractor does not want any of these available utilities, the contractor is responsible for providing their own utilities at no additional cost to the government. Contractor must request officially the connection points needed in the Mobility Plan for CE review/approval.

Other utilities, apart from the listed below, shall be supplied by the Contractor at no cost to the

Government.

The following utilities are available from the existing Base utilities:

01 11 01 - 3

1. Electricity: 120/208 volts, 60 Hz.

2. Non-potable water.

8.3. Base utility connection and/or disconnection: 15 calendar days before the connection/disconnection date, the Contractor shall request the connection and/or disconnection and shall indicate:

1. Type of utility required

2. Type of connection and/or disconnection to be performed

3. Utility use

4. Required consumption

5. Maximum duration

All connection and/or disconnection works of Base utilities shall be programmed between 08:30 and 16:00 hours (between 08:30 to 15:00 during the period from 15 June to 15 September) from

Monday to Friday, except holidays. The utility connections and/or disconnections can be considered critical by the Government, in which case they shall be performed on the date and time most convenient to the Government, i.e. weekends and/or during nighttime hours, without additional cost to the Government. The Contractor shall be responsible for making connections and/or disconnections, conversion, transportation of Base utility to the work site, including the furnishing and installation of the mechanisms that prevent the backflow of water to the Base service (backflow preventers) and the furnishing and installation of the transformers, if required.

The Contractor shall not activate or alter any control device of the Base utilities including water, sewage and electricity. The Government shall operate said control devices. The Contractor shall submit additional requests to Construction Management with a minimum of 15 calendar days in advance of the estimated date for the required connection, disconnection or control maneuver of the corresponding utility. The temporary overhead connections to utility are prohibited. All utilities shall be restored to their original condition prior to satisfying final contractual payments.

8.4. Base Utility Outages: When a utility outage is necessary, the Contractor shall request the utility outage, at least 15 calendar days in advance of the work, and shall indicate:

1. Type of affected utility

2. Type of cut to be performed

3. Maximum duration

All utility outages shall be scheduled from 08:30 and 16:00 hours (from 08:30 to 15:00 during the

01 11 01 - 4 period from 15 June to 15 September) from Monday to Friday, except holidays. The utility outages can be considered critical by the Government, in which case they shall be performed on the date and time most convenient to the Government, i.e. weekends and/or during nighttime hours, without

Government cost. The Contractor shall be responsible for making the outage, including the provision and installation of devices and materials. The Contractor shall not activate or alter any control device of the Base utilities, including water, sewage and electricity. The Government shall operate said control devices. Temporary overhead connections to utility are prohibited. All systems shall be restored to their original condition prior to satisfying final contractual payments.

9. HOT WORK: The Contractor shall submit for approval a written request to Construction

Management 15 calendar days prior to any welding, as oxyacetylene or plasma cutting work. Said request shall indicate welding procedures and fire prevention measures. All welding work performed during the project execution shall be carried out by qualified welders only. The copies of the welder certificates, issued by an approved agency, shall be kept in the construction inspector’s files. Contractor will be responsible to keeping in effect the Hot Work Permit along the project execution period with the frequency established by the Fire Prevention Department.

10. VEHICULAR, MACHINERY AND EQUIPMENT TRAFFIC:

10.1. Transit Control Plan: All works requiring vehicular or pedestrian traffic disruptions on the

Base shall require an approved transit control plan. Said plan shall be approved at least 15 calendar days prior to carrying out said disruption. Said plan shall include:

1. Start date of the traffic disruption

2. Duration of the traffic disruption

3. Proposed alternative routes

4. Signs, barriers, cones, flags and/or flagmen to be implemented

The Contractor shall establish alternate procedures if unforeseen circumstances take place. The responsibility of the provision, erecting, keeping and removing all signs, barriers, cones and flags shall be solely the Contractor. Once the work is completed, the Contractor shall remove the signaling elements such as signs, barriers, cones and/or flags.

10.2. Access Route Plan: 10 calendar days after the contract commencement date, the Contractor shall submit an access route plan to Construction Management for its approval by Contracting

Officer or authorized representative.

10.3. Trucks: Trucks loaded with loose material (volatile dust, construction debris or other objects that could fall from them) shall be duly covered. Said covers (tarpaulins, etc.) shall be securely secured and placed on the load before accessing the Base roads.

01 11 01 - 5

11. STOCKPILING:

11.1. Stockpiling area of demolished/removed material: The Contractor shall transport the demolished or excavated materials to an authorized dump. Should any of the Morón Air Base shops need all or part of any of the materials from the demolition operations (concrete, aggregate and natural ground), the Contracting Office representative shall coordinate with the base Construction

Management office on the exact location to stockpile said material.

11.2. Stockpiling area for Contractor material and Contractor offices: The C.O. representative shall coordinate with the base Construction Management office the exact location for Contractor offices and stockpiling.

12. CONSTRUCTION SCHEDULE:

12.1. It shall be the sole responsibility of the Contractor to ensure all required submittals are submitted for approval in a timely manner, which shall not incur any delay in completion of the project. For materials or equipment requiring a long term of procurement and delivery, said term shall be included in the period of performance. Delay in delivery/procurement will not justify an extension of the period of performance.

12.2. The Contractor shall submit an updated Construction Schedule within 7 calendar days after the Construction Phase starting date and when requested by the Contracting Officer or his authorized representative. In no case is the Contractor required to submit an updated more frequently than 20 working days. For Design-Build contracts, the updated Construction Schedule shall be submitted prior the actual construction starts.

12.3. The Construction Schedule shall include a Gantt chart showing each task, including task description, identification number, duration in calendar days, earliest start and finish dates, predecessor and successor task identification numbers, critical path and float that a task in the project network can be delayed without causing a delay to the subsequent task/s (free float) and to the project completion date (total float). The critical path shall be shown by means of a red color line and the float by means of black line after the predecessor task bar.

12.4. The Construction Schedule shall show the whole week, from Monday through Sunday. The labor days shall be from Monday through Friday. Saturday and Sunday shall be non-labor days. The holidays shall not be considered on the Construction Schedule and, therefore, they shall be considered labor days for Construction Schedule development purpose only.

12.5. The Construction Schedule shall be developed assuming 8-working hours for each labor days.

12.6. The Construction Schedule must include the following tasks if required:

12.6.1. Preconstruction tasks:

01 11 01 - 6

1. Preparation and transmittal of the bond and insurance submittals.

2. Preparation, transmittal, and approval of the submittals shown on document

Schedule of Material Submittals (progress schedule, mobility plan, project sign, quality control plan, key staff, health and safety plan, environmental protection plan, AF Form 103 BCE Work Clearance Request, utility connection request, utility outage requests, welding work request, transit control plan, access routes, materials and equipment).

3. Procurement, fabrication and delivery on construction site of long lead time materials, equipment and fabricated assemblies.

4. The installation of the portable/modular buildings (rest room, dressing room, dining room, first aid, office, if required).

5. The installation of temporary connections from the portable/modular buildings to the utilities of the base.

6. The installation of the temporary fence and fabric plastic mesh along the perimeter of the area assigned for the Contractor (equipment and material storage, personnel vehicle parking area, portable/modular buildings, off-construction site disposal and waste area, if required).

7. The installation of the project sign.

8. The installation of the temporary plastic Jersey barriers filled with water, fence, fabric plastic mesh, cones and lights along the perimeter of the construction site.

9. The installation of the temporary signs, barriers, cones and flags along the transit routes.

10. The installation of the temporary occupational safety and health signs

(prohibition, mandatory, warning, help, fire prevention, danger, directional board) at the area assigned for the Contractor.

11. The installation of the temporary occupational safety and health signs at the construction site.

12.6.2. Construction tasks:

1. The construction tasks shown on the AF Form 3052, Construction Cost

Estimate Breakdown, including testing, curing time and the submission of the

01 11 01 - 7 delivery tickets of the waste and construction debris and the approval of the field test result data.

12.6.3. Finish tasks:

1. Required testing.

2. Commissioning.

3. Pre-final inspection, including the request.

4. Correction of deficiencies.

5. Final inspection, including the request.

6. The removal of the temporary occupational safety and health signs at the construction site.

7. The removal of the temporary plastic Jersey barriers filled with water, fence, fabric plastic mesh, cones and lights along the perimeter of the construction site.

8. Final cleaning.

9. The removal of the temporary signs, barriers, cones and flags along the transit routes.

10. The removal of the project sign.

11. The removal of the temporary occupational safety and health signs at the area assigned for the Contractor.

12. The removal of temporary connections to the utilities of the base, including the preparation and transmittal of the utility disconnection request, the utility outage request and the approval of the Government.

13. The removal of the portable/modular buildings.

14. The removal of the temporary fence and fabric plastic mesh along the perimeter of the area assigned for the Contractor.

15. Restoration of the area assigned for the Contractor. To include restoration of all grass by means of hydro seeding. Final project acceptance and progress report will not be approved until grass is established and accepted by Contracting Officer.

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16. Preparation and transmittal of the letter submittal about the inventory of all excess supplies, materials and equipment imported duty free for use under this contract.

17. Preparation and transmittal of the As-Built drawing submittal.

18. Preparation and transmittal of the spatial data submittal.

19. Preparation and transmittal of the warranty letter submittal.

20. Preparation and transmittal of the submittal of a certificate from the authorized dump about the estimated amounts or waste and construction debris managed during the execution of the project.

21. Approval of the submittals.

22. Project closeout.

13. PROGRESS SCHEDULE (AF Form 3064): Within the 10 calendar days after the contract commencement date or another period determined by the Contracting Officer, the Contractor shall develop and submit a practicable schedule to Construction Management for its approval by

Contracting Officer or authorized representative. The plan shall show:

1. Activity sequence that the Contractor proposes to perform the work.

2. Dates proposed by the Contractor for the start and completion of the salient features of the work (including the acquiring of materials, plant and equipment).

The progress schedule of the work shall be delivered in the line graphic format at an adequate scale indicating the percentage of work scheduled every 30 calendar days for its execution during the performance period. The programmed works shall correspond to the line items of the cost estimate of the contract. If the Contractor fails to submit a progress schedule of the works within the established period, the Contracting Officer may withhold the approval of the progress payments until the Contractor submits the required progress schedule.

14. PROGRESS REPORT (AF Form 3065): Every 30 calendar days progress report to be submitted to Construction Management Office in accordance with previously submitted

Progress Schedule AF Form 3064. If the Contractor fails to submit a progress report of the works within the established period, the Contracting Officer may withhold the approval of the progress payments until the Contractor submits the required progress schedule. No work items will be considered 100% complete until approval of preconstruction and final submittals required. For each individual project Contracting Officer will determine the maximum percentage of work complete without preconstruction and final submittals required.

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15. WORK PLAN

15.1 The Contractor shall submit a Work Plan within 7 calendar days after the Construction Phase starting date. The Work Plan shall present the construction activities planned to take place. The Work

Plan shall be prepared in coordination with the Health and Safety Plan and the Quality Control Plan and shall contain the following:

1. The summary of the proposed methodology for the execution of each task required for the project completion.

2. The resources to be used for the execution of each task required for the project completion describing the equipment and personnel to be used.

3. Daily production for each task required for the project completion.

16. MOBILITY PLAN: The Contractor shall submit a mobility plan to Construction Management for its approval by Contracting Officer or authorized representative. Said plan shall show:

1. Location and area of the work site.

2. Location and area of the offices.

3. Location and area of the parking area.

4. Location and area of the material storage areas.

The Contractor shall include in the mobility plan the proposed system to supply the utilities required at each site.

16.1. Construction Site Fencing: The construction site, offices, parking area, latrines, and material storage areas shall be fenced in by means of a two-meter high fence with gates and locks, unless otherwise approved the Government. The Contracting Officer or authorized representative shall specify the type of fencing, height and color. Fences shall be screened with a green opaque mesh to prevent the view of the inside of the fenced area from the outside. Fencing shall be completely secured at top and bottom to prevent the access to the fenced area. The fence and mesh shall be adequately anchored to prevent their failing during high wind gusts. The Contractor shall include in the

Mobilization Plan:

1. Photos, catalogs or samples of the fence to be used

2. Photos, catalog or samples of the mesh to be used

The Contractor shall not start the installation of the fencing and mesh until the plan is approved in writing by the Contracting Officer or authorized representative. The responsibility of providing, 01 11 01 - 10 erecting, keeping and removing all the fences and meshes shall be solely the Contractor. The

Contractor shall replace or repair, within the following 24 hours or as determined by the

Contracting Officer or authorized representative, all fence or mesh sections that have been damaged or deteriorated. Once the works have been finalized, the Contractor shall remove the fences and meshes.

16.2. Offices: Temporary prefabricated buildings required for administrative reasons (office space, conference room and break room) shall be in good conditions. Temporary prefabricated buildings requiring paint, repairs or are in bad conditions shall not be allowed at the site. Said temporary prefabricated buildings shall show on the outside a plaque of 0.5 x 0.5 meters maximum dimensions, indicating the name of the company and telephone number (s) of the person (s) designated as POC for the Contractor. Once the works are finalized, the Contractor shall remove the temporary prefabricated buildings.

16.3. Latrines: Prefabricated temporary buildings required for personnel latrines shall be in good conditions. The prefabricated temporary buildings requiring paint, repairs or are in bad conditions shall not be allowed on the work site. These buildings shall be kept in perfect use conditions and sanitized, shall be treated for insects and shall be emptied and cleaned with a detergent for sanitary use once a week. The frequency of emptying and cleaning shall be adjusted according to needs. The prefabricated temporary buildings shall be located at no less than 50 meters from the existing buildings of Base if they cannot be located near a sewage manhole. Once the works have been completed, the Contractor shall remove the temporary facilities and shall leave the area clean and sanitized.

16.4. Parking: The Contractor, their employees and subcontractors shall park all vehicles, including heavy machinery, equipment and vehicles, in areas where they do not pose an obstruction in the corresponding work site.

16.5. Material Storage: Material storage containers shall be in good conditions. The storage of materials, in containers or not, at the work site shall be at the Contractor’s risk. The use of private security guards at the work site shall require the previous Spanish Air Force Security Forces approval.

The Contractor shall not use the work site to store material. Once the works have finished, the

Contractor shall remove the excess stored material.

17. PROJECT SIGN: Within 15 calendar days after the Construction Phase starting date, the

Contractor shall install an identifying work/project sign in accordance with Figure 1 no later than one day after the work site fencing is completed. The sign shall be mounted on two wooden posts of 10 cm x 10 cm, as minimum, fastened to the ground and adequately anchored. The location of said sign shall be determined by the Contracting Officer or his representative. During final cleanup of the work site, the sign, posts, fasteners and anchoring elements shall be removed. Unless otherwise specified, the sign shall have white background and the lettering shall be dark blue. When the performance period and completion date are contractually modified, the contractor shall replace the project sign within 15 calendar days after the contract modification at no cost to the Government.

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FIGURE 1: PROJECT SIGN (IN HOUSE DESIGN)

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FIGURE 2: PROJECT SIGN (A&E DESIGN)

18. QUALITY CONTROL PLAN: Within 15 calendar days after the Construction Phase starting date and after the approval of the Work Plan, the Contractor shall submit for its approval a complete

Quality Control Plan in English and Spanish which may be consulted by the workers at the

Contractor's offices at the site.

18.1. Content: The plan shall contain at minimum the following:

1. Names and qualifications of the proposed quality control chief and inspectors.

2. Organization Chart: Include the teaming partners/key subcontractors, and the works required for the project. The team partners/key subcontractors indicated shall be those that participate in the project and the same as those submitted in the contract bid. The lack of this information or variation with previously submitted teaming partners/key subcontractors is cause for the disapproval of the QC Plan.

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3. Responsibility of the Quality Control Inspectors, Quality Control Manager and the Project Manager.

4. Inspection types to be performed. The Contractor shall fully develop a

Program of Points Inspection (PPI) covering all types of works involved in the project. Development of the PPI shall be based in any and all of the following documents:

a. Project drawings and specifications.

b. Applicable regulations, standards and industry codes.

c. Specific regulations for certain products, installations or facilities.

d. Manufacturer’s recommendations.

The type and number of Inspection Points (IP) shall be the required to obtain an acceptable level of inspection for achieving the best quality results. The Contracting

Officer or authorized representative shall evaluate if the type and number of

Inspection Points are sufficient to obtain the acceptable quality level.

5. Inspection procedures and actions to be taken for failed or unsatisfactory inspections.

6. Inspection Reporting Forms. Submit all reporting forms for any type of inspection to be performed under this project. As a minimum, a specific form shall be developed for each section of the specifications, covering all necessary inspection points for such work. Minimum information required for each IP shall be:

a. Description of the IP

b. Applicable documents

c. Type and frequency of inspection

d. Lot applied for the inspection

e. Responsible of the performed inspection

f. Inspection result

g. Date of inspection

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h. Reference to non-compliance document/register, if not in compliance

i. Information about pass/rejection criteria for the IP

j. Other.

7. List of planned "Hold Inspection Points" with the estimated dates from the construction schedule.

8. "Schedule of Material Submittals" form of the project with column titled

"Required Submission Date" filled in by the Contractor with the dates estimated by the Contractor for the submission of the corresponding item. Said estimated dates shall be based on the period for the delivery and review of the submissions and re-submissions, the period for the purchase orders, acquisitions and receptions at the work site of the items, the approved Work Plan of the Contractor and the completion date of the contract. If the Work Plan is modified, the Contractor shall update the

"Schedule of Material Submittals" form.

9. Material Testing: Submit the name and qualifications of the testing agency or laboratory planned for testing. All test reports shall be submitted in time for review and approval. The work activity related to these tests can only be continued when the test report has been approved. If any test report fails, the following work activities shall not be executed until after the fault has been corrected. The

Contractor shall be responsible for checking that all reports are reviewed by him and taking the necessary actions to resolve any failed test.

10. Perform daily reports of all activities carried out during the contract term.

These daily reports shall be kept at the work site and shall be available for review at all times. A copy of the daily reports performed from Monday to Friday (or

Sunday if the Contractor works during the weekend) shall be submitted weekly to

Construction Management. The daily report shall include, at least, the following:

a. Inspection date

b. Weather conditions

c. Inspection of the equipment and materials delivered at the work site and their delivery date

d. Names of people who have visited the work site during the day and visit date

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e. Inspection of the deficiencies found during the day and the taken corrective actions

f. Inspection and acceptance of the materials and workmanship.

g. Work performed during the day, including the used personnel and equipment

h. Any field change or modification approved by the

Contracting Officer.

18.2. Daily Report electronic file naming. Each Daily Report shall be named as indicated on this paragraph, failure in doing so will result in rejection of the daily report and the Contractor has to resubmit it. Daily Report file names shall have the following format: XXXXXXX, YYYYYY, Daily

Report, from ZZZZ WW VV to SSSS UU TT, where:

1. XXXXXXX stands for the contract number last seven digits, after removing the first “FA5575“digits.

2. YYYYYY stands for the project number

3. ZZZZ stands for the year in which the inspection is made on Monday

4. WW stands for the month in which the inspection is made on Monday

5. VV stands for the month in which the inspection is made on Monday

6. SSSS stands for the year in which the inspection is made on the last day of the weekly period (Friday or Sunday)

7. UU stands for the month in which the inspection is made on the last day of

8. TT stands for the month in which the inspection is made on the last day of

18.3. Acceptance of the Construction Quality Control (QC) Plan: Acceptance of the QC Plan is required before the start of the work. The Contracting Officer reserves the right to require changes in the QC Plan, operations and key personnel, including the dismissal of personnel, to ensure the specified work quality.

18.4. The Contractor shall be responsible for keeping the records.

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19. LABORATORY TESTING:

19.1. Laboratory: All sampling and testing shall be performed by an approved laboratory, independent from the Contractor, that is accredited in accordance with a current UNE-EN 9001:2000 and registered by Junta de Andalucía for the following tests. The laboratory shall be the responsible to perform the entire quality control of the project, shall be as a consultant and shall provide the technical assistance that can be required.

19.2. Laboratory Tests: Laboratory tests performed more than 6 months before the submission date shall not be accepted.

20. PRE-FINAL AND FINAL INSPECTIONS: The pre-final and final inspections shall be conducted jointly with the Contractor, the Government inspector and a representative of the

Contracting Office. The Contractor shall request a pre-final inspection once the works are completed in accordance with the inspector's judgement. After the solving of all the discrepancies found during the pre-final inspection, if any, the Contractor shall request a final inspection. All punch list items must have been completely fixed before final acceptance of the project works.

The Contractor shall request to Construction Management the pre-final or final inspection at least

15 calendar days in advance of the desired date.

21. WORKDAY:

21.1. Normal Workday: Normal workday shall be from 08:00 to 17:00, from Monday to Friday, except holidays. The Contractor shall perform all work during normal workday unless the

Contracting Officer or authorized representative issues a special authorization to deviate from said work schedule.

21.2. Special Working Hours: If the Contractor wishes to work outside the normal working hours, on Saturdays, Sundays or holidays, he shall submit a request to the Contracting Officer with at least 10 calendar days in advanced for evaluation (approval/disapproval).

22. CONSERVATION AND MAINTENANCE OF THE EXISTING FACILITIES:

Before the start of any work activity, the Contractor will carry out an inspection of the existing facilities at the work site (or adjacent to it), as well as the pavements proposed by the Contractor on the Transit Control Plan and on the Access Route Plan. The Contractor shall submit a report in writing, attaching photographs, to Construction Management of all the defects found during said inspection. The Contractor shall conserve and protect all existing facilities at the work site and adjacent to the work site. The Contractor shall repair all the defects that were not documented in the original report or have been further damaged by the Contractor's construction activities or negligence. These repairs will be completed without additional cost to the Government and before the final acceptance of the project.

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23. ENVIRONMENTAL PROTECTION PLAN: Within 15 calendar days after the Construction

Phase starting date, the Contractor shall submit to Construction Management for its approval by

Contracting Officer or authorized representative an Environmental Protection Plan, in English and

Spanish versions, which may be consulted by the workers at the Contractor's offices at the site.

The contractors are responsible for the entire process of requesting environmental…