Attach. 1 - Specifications (English).pdf

CASTAÑO & ASOCIADOS

CERTIFIED PASSIVE HOUSE DESIGNER

Sevilla Budapest Tlfno.: +34.644.595.525 Tlfno.:+36 1 700 1200 Edificio Marie Curie, Avenida Leonardo da Vinci. 18 Fogaskerekü utca 4-6/ 5 epület Planta 2. Módulo 2. 1125 Budapest, Hungary 41092 Sevilla

Juan Manuel Castaño Salvador Móvil:+34.610.777.219 jm.castano@castanoyasociados.com www.castanoyasociados.com CASTAÑO & ASOCIADOS CONSTRUCCIÓN SOSTENIBLE S.L., C.I.F.: B90197807 Inscrita en el Registro Mercantil de Sevilla Hoja SE105118 Tomo 6013 Folio 41 Inscripción 1

100% FINAL DESIGN SUBMITTAL

SPECIFICATIONS (ENGLISH)

RPL MFH COMMAND UNITS

A/E FIRM: CASTAÑO&ASOCIADOS

WORK ORDER: QUUG 06-4001

CONTRACT NUMBER: FA557517D0001

TASK ORDER: FA557520F0006

At MORON AIR BASE, SPAIN

USAFE_U.S. AIR FORCE IN EUROPE

March 2021 mailto:jm.castano@castanoyasociados.com http://www.castanoyasociados.com/

PREPARED FOR DEPARTMENT OF THE

AIR FORCE

BY

CASTAÑO & ASSOCIATES

(CASTAÑO Y ASOCIADOS CONSTRUCCIÓN SOSTENIBLE, S.L.)

TECHNICAL PROVISIONS & SPECIFICATIONS FOR:

PROJECT QUUG 06-4001

RPL MFH COMMAND UNITS

Prepared by: __________________________________________________________________ Name: Juan Manuel Castaño Salvador, Architect (DOR) Date: 12 Mar 21

Prepared by: __________________________________________________________________ Name: Juan Manuel Castaño Reyes, Technical Architect Date: 12 Mar 21

Prepared by: __________________________________________________________________ Name: Juan de Dios Montero Naranjo, Building Engineer Date: 12 Mar 21

Prepared by: __________________________________________________________________ Name: Martín Benjumea Delgado, Architect Date: 12 Mar 21

Prepared by: __________________________________________________________________ Name: Rubén de la Rosa Morales, Technical Architect Date: 12 Mar 21

Prepared by: __________________________________________________________________ Name: María Vico García, Architect Date: 12 Mar 21

Prepared by: __________________________________________________________________ Name: Helena Cumbreras Torrente, Architect Date: 12 Mar 21

LIST OF SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS # of pages

01 11 00 Scope of Work, Drawings and Special Conditions 6 01 11 01 General Conditions 33 01 11 02 Special Conditions 3

DIVISION 02 - EXISTING CONDITIONS

02 41 00 Demolition and deconstruction 10

DIVISION 03 - CONCRETE

03 30 00 Cast-In-Place Concrete 15 03 41 33 Precast structural pretensioned concrete 13

DIVISION 04 - MASONRY

04 20 00 Masonry 7

DIVISION 05 – METALS

05 05 23.16 Structural Welding 4 05 12 00 Structural Steel 7

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

06 20 00 Finish carpentry 5

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 05 23 Pressure testing an air barrier system for air tightness 14 07 13 53 Elastomeric Sheet waterproofing 6 07 21 13 Board Insulation and Air Barrier 7 07 22 00 Roof Insulation and Air Barrier 7 07 32 13 Clay Roof Tiles 5 07 92 00 Joint Sealants 5

DIVISION 08 - OPENINGS

08 14 00 Wood Doors 5

08 51 13 Aluminum doors and windows 11 08 71 00 Door Hardware 5 08 81 00 Glazing 9

DIVISION 09 - FINISHES

09 24 23 Plaster and Stucco 11 09 29 00 Gypsum board suspended Ceiling 8 09 30 13 Ceramic tile and porcelanic gres 10 09 90 00 Paints and coatings 19

DIVISION 10 - SPECIALTIES

10 28 13 Plumbing fixtures, sanitary accessories 7

DIVISION 12 - FURNISHINGS

12 21 00 Window blinds 5

DIVISION 21 – FIRE SUPRESSION

21 13 13 Wet pipe sprinkler system, fire protection 10

DIVISION 22 - PLUMBING

22 00 00 Plumbing 17 22 33 30.00 10 Solar water heating equipment 8

DIVISION 23 – HVAC

23 03 00.00 20 Basic mechanical materials and methods 6 23 07 00 Insulation of mechanical systems 6 23 30 00 Air supply, distribution, ventilation and exhaust system 24

DIVISION 26 – ELECTRICAL

26 00 00.00 20 Basic Electrical Materials and Methods 8 26 20 00 Interior Distribution System 17 26 51 00 Interior lighting 9 26 56 00 Exterior Lighting 7

DIVISION 27 – COMMUNICATIONS

27 10 00 Building Telecommunication Cabling System 6

DIVISION 28 – Electronic Safety and Security

28 31 00 Fire Smoke detection 3

DIVISION 31 – EARTHWORK

31 00 00 Earthwork 10

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 03 30 Embankments 8 32 04 22 Geotextiles as separation layer 3 32 05 10 Aggregates 6 32 05 12 Soils stabilized in situ 9 32 05 30 Prime Coat 3 32 05 31 Tack Coat 2 32 05 32 Curing Coat 3 32 05 42 Hot Mix Bituminous pavement 11 32 07 01 Retroreflective traffic signs 2 32 16 19 Concrete curbs, gutters and sidewalks 9 32 17 23 Pavements markings 2 32 92 19 Seeding 9 32 93 00 Exterior Plants 16

DIVISION 33 - UTILITIES

33 30 00 Sanitary Sewer 10 33 40 00 Storm Drainage Utilities 8 33 71 02 Underground electrical distribution 13 33 82 00 Telecommunications Outside Plan 5

01 11 00 - 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:

BASE BID: DEMOLITION OF TWO SINGLE-FAMILY EXISTING UNITS (#650 AND

#658) AND NEW CONSTRUCTION OF TWO SINGLE-FAMILY WITH ALL

NECESSARY AMENITIES AND SUPPORTING FACILITIES AND LANDSCAPE

Perform all below detailed works in the area indicated in drawings, for the full demolitions, earthworks and construction of two new single-family housing units.

a. One unit is a four-bedroom Field Grade Officer billet (FGO) that includes access road, fencing, sidewalks, underground utilities and demolition of existing unit, to replace #650 Unit.

b. The other is a four-bedroom Chief Prestige billet, that includes access road, fencing, sidewalks, underground utilities and demolition of existing unit, to replace #658 Unit.

Works to be performed are the following:

Demolition work

a. Demolition of the two existing housing units

b. Demolition of obsolete or unserved facilities

c. Adaptation of access streets for new buildings

d. Replacement of vegetation and landscaping.

Civil Works

a. Clean and grubbing the area affected by the works.

b. Excavation, cutting and filling of access roads.

c. Placement and compaction of the sub-base and base courses.

d. Grading and leveling works for the subgrade and execution of new concrete paths.

e. Install information signs as required.

f. Provide new utilities for the connections of the new installations.

g. Provide new privacy fence and landscape

Architectural works

01 11 00 - 2

a. Execution of new foundation for the new housing units.

b. Execution of new structure for the new housing units.

c. Execution of new envelope system for the new housing units.

d. Execution of new roof system for the new housing units.

e. Execution of a new system of interior partitions and acoustic ceiling

f. Execution of new carpentry systems and openings in the envelope.

g. Execution of new finishes on floors and walls.

Electrical work

a. Provide electrical supply lines to the two new housing units from the existing transformer.

b. Provide grounding system for new housing units.

c. Provide the complete interior electrical installations of the new housing units.

d. Provide the complete interior lighting systems of the two housing units.

e. Provide the complete exterior lighting systems of the two housing units.

f. Provide the complete system of fire protection detectors and fire alarm.

g. Provide interior conduits for telecommunications and outlets.

Telecomunication works

a. Provide supply lines to the two new housing units from the existing connection point. Fiber Optic.

b. Provide interior telecommunications conduits, telecommunication cabinet, wiring and outlets to the two new housing units.

Mechanical work

a. Provide new domestic cold water connections to new housing units.

b. Provide new non-potable cold water connections to the two housing units.

c. Provide new fire protection connections to the new housing units.

d. Provide the complete interior installation of domestic cold water and domestic hot water for the two housing units.

e. Provide complete interior sewer facilities for the two housing units.

f. Provide the complete interior installation of ventilation, cooling and heating of the two housing units including ductworks.

g. Provide the complete indoor installation of the fire protection sprinkler system for the two dwelling units.

Miscellaneous

a. Testing and Commissioning.

b. Final cleaning.

c. Delivery of As-built drawings.

d. Delivery of Spatial Data.

2. DRAWINGS:

01 11 00 - 3

No. of

Drawing Sheet Date Title

R-774-1 01 of 133 G001 March 2021 Cover sheet.

R-774-2 02 of 133 G002 March 2021 Drawings index R-774-3 03 of 133 G101 March 2021 Scope of work R-774-4 04 of 133 C001 March 2021 Civil general notes/legend R-774-5 05 of 133 CD101 March 2021 Civil demolitions R-774-6 06 of 133 CD102 March 2021 Civil demolitions. Utilities R-774-7 07 of 133 CD103 March 2021 Existing topography. General plan R-774-8 08 of 133 CD104 March 2021 Existing topography. Cross Sections #650 R-774-9 09 of 133 CD105 March 2021 Existing topography. Longitud. Sections #650 R-774-10 10 of 133 CD106 March 2021 Existing topography. Cross Sections #658 R-774-11 11 of 133 CD107 March 2021 Existing topography. Longitud. Sections #658 R-774-12 12 of 133 C101 March 2021 New site layout plan R-774-13 13 of 133 C102 March 2021 New site drainage and utilities plan R-774-14 14 of 133 C103 March 2021 New topography. site grading plan R-774-15 15 of 133 C104 March 2021 New topography. Sections I #650 R-774-16 16 of 133 C105 March 2021 New topography. Sections II #650 R-774-17 17 of 133 C106 March 2021 New topography. Sections III #650 R-774-18 18 of 133 C107 March 2021 New topography. Sections I #658 R-774-19 19 of 133 C108 March 2021 New topography. Sections II #658 R-774-20 20 of 133 C109 March 2021 New topography. Sections III #658 R-774-21 21 of 133 C110 March 2021 Concrete pavement joint plan R-774-22 22 of 133 C111 March 2021 New pavement level plan R-774-23 23 of 133 C501 March 2021 Civil details I R-774-24 24 of 133 C502 March 2021 Civil details II R-774-25 25 of 133 C503 March 2021 Civil details III R-774-26 26 of 133 C601 March 2021 Sewer and drainage tables R-774-27 27 of 133 L001 March 2021 Landscape notes and legend R-774-28 28 of 133 L101 March 2021 Planting plan R-774-29 29 of 133 L501 March 2021 Plants schedule and details R-774-30 30 of 133 S001 March 2021 General notes and schedules I R-774-31 31 of 133 S002 March 2021 General notes and schedules II R-774-32 32 of 133 S101 March 2021 Foundation plan and key notes unit #650 R-774-33 33 of 133 S102 March 2021 Ground floor slab unit #650 R-774-34 34 of 133 S103 March 2021 Roof slab reinforcement direction x. unit #650 R-774-35 35 of 133 S104 March 2021 Roof slab reinforcement direction y. unit #650 R-774-36 36 of 133 S151 March 2021 Foundation plan and key notes unit #658 R-774-37 37 of 133 S152 March 2021 Ground floor slab unit #658 R-774-38 38 of 133 S153 March 2021 Roof slab reinforcement direction x. unit #658 R-774-39 39 of 133 S154 March 2021 Roof slab reinforcement direction y. unit #658 R-774-40 40 of 133 S501 March 2021 Foundation sections and details.

R-774-41 41 of 133 S502 March 2021 Bidirectional slab sections and details. I R-774-42 42 of 133 S503 March 2021 Bidirectional slab sections and details. II

01 11 00 - 4

R-774-43 43 of 133 A001 March 2021 Architectural notes and legend R-774-44 44 of 133 AD101 March 2021 Architectural demolitions bldg #650 R-774-45 45 of 133 AD151 March 2021 Architectural demolitions bldg #658 R-774-46 46 of 133 A101 March 2021 Architecture. New ground floor plan areas #650 R-774-47 47 of 133 A102 March 2021 Architecture. New roof floor plan areas #650 R-774-48 48 of 133 A103 March 2021 Architecture. Ground floor dimensions plan #650 R-774-49 49 of 133 A104 March 2021 Architecture. Roof floor dimensions plan #650 R-774-50 50 of 133 A105 March 2021 Architecture. Masonry #650 R-774-51 51 of 133 A106 March 2021 Architecture. Projected ceiling plan. bldg #650 R-774-52 52 of 133 A107 March 2021 Architectural finishes bldg #650 R-774-53 53 of 133 A151 March 2021 Architecture. New ground floor plan areas #658 R-774-54 54 of 133 A152 March 2021 Architecture. New roof floor plan areas #658 R-774-55 55 of 133 A153 March 2021 Architecture. Ground floor dimensions plan #658 R-774-56 56 of 133 A154 March 2021 Architecture. Roof floor dimensions plan #658 R-774-57 57 of 133 A155 March 2021 Architecture. Masonry #658 R-774-58 58 of 133 A156 March 2021 Architecture. Projected ceiling plan. bldg #658 R-774-59 59 of 133 A157 March 2021 Architectural finishes. bldg #658 R-774-60 60 of 133 A201 March 2021 Architecture. elevations #650 R-774-61 61 of 133 A251 March 2021 Architecture. elevations #658 R-774-62 62 of 133 A301 March 2021 Architecture. cross sections bldg #650 R-774-63 63 of 133 A302 March 2021 Architecture. longitudinal sections bldg #650 R-774-64 64 of 133 A303 March 2021 Wall sections. bldg #650 R-774-65 65 of 133 A304 March 2021 Wall sections. bldg #650 R-774-66 66 of 133 A351 March 2021 Cross sections unit #658 R-774-67 67 of 133 A352 March 2021 Longitudinal sections unit #658 R-774-68 68 of 133 A353 March 2021 Wall sections. unit #658 R-774-69 69 of 133 A354 March 2021 Wall sections. unit #658 R-774-70 70 of 133 A401 March 2021 Enlarge bath plans. bldg #650 R-774-71 71 of 133 A402 March 2021 Enlarge kitchen, laundry and bbq plan. bldg #650 R-774-72 72 of 133 A403 March 2021 Interior elevations. Baths. unit #650 R-774-73 73 of 133 A404 March 2021 Interior elevations. Kitchen and bbq. unit #650 R-774-74 74 of 133 A405 March 2021 Doors & windows. unit #650 R-774-75 75 of 133 A451 March 2021 Enlarge bath plans. unit #658 R-774-76 76 of 133 A452 March 2021 Enlarge kitchen, laundry and bbq plan. unit #658 R-774-77 77 of 133 A453 March 2021 Interior elevations. Baths. unit #658 R-774-78 78 of 133 A454 March 2021 Interior elevations. Kitchen and bbq. unit #658 R-774-79 79 of 133 A455 March 2021 Doors & windows. unit #658 R-774-80 80 of 133 A501 March 2021 Architectural details. Plan details I R-774-81 81 of 133 A502 March 2021 Architectural details. Plan details II R-774-82 82 of 133 A503 March 2021 Architectural details. Roof details R-774-83 83 of 133 A504 March 2021 Architectural details. Section details R-774-84 84 of 133 A505 March 2021 Architectural details. Closets I R-774-85 85 of 133 A506 March 2021 Architectural details. Closets II R-774-86 86 of 133 A507 March 2021 Architectural details. Windows I R-774-87 87 of 133 A508 March 2021 Architectural details. Windows II

01 11 00 - 5

R-774-88 88 of 133 A509 March 2021 Architectural details. Windows III R-774-89 89 of 133 F001 March 2021 Fire protection. General notes R-774-90 90 of 133 FP101 March 2021 Fire supression sprinklers system layout. #650 R-774-91 91 of 133 FP151 March 2021 Fire supression sprinklers system layout. #658 R-774-92 92 of 133 FA101 March 2021 Fire alarm. unit #650 R-774-93 93 of 133 FA151 March 2021 Fire alarm. unit #658 R-774-94 94 of 133 F501 March 2021 Fire protection details R-774-95 95 of 133 P001 March 2021 Plumbing and sewage general notes R-774-96 96 of 133 PP101 March 2021 Plumbing general plan #650 R-774-97 97 of 133 PP151 March 2021 Plumbing general plan #658 R-774-98 98 of 133 PP401 March 2021 Plumbing enlarge plan. baths unit #650 R-774-99 99 of 133 PP402 March 2021 Plumbing enlarge plan. kitchen/laundry #650 R-774-100 100 of 133 PP451 March 2021 Plumbing enlarge plan. baths unit #658 R-774-101 101 of 133 PP452 March 2021 Plumbing enlarge plan. kitchen/laundry #658 R-774-102 102 of 133 PP501 March 2021 Plumbing details R-774-103 103 of 133 PP601 March 2021 Plumbing diagram/isometric unit #650 R-774-104 104 of 133 PP651 March 2021 Plumbing diagram/isometric unit #658 R-774-105 105 of 133 PS101 March 2021 Plumbing sewer ground plan #650 R-774-106 106 of 133 PS102 March 2021 Plumbing sewer roof plan #650 R-774-107 107 of 133 PS151 March 2021 Plumbing sewer ground plan #658 R-774-108 108 of 133 PS152 March 2021 Plumbing sewer roof plan #658 R-774-109 109 of 133 PS501 March 2021 Sewage details I R-774-110 110 of 133 PS502 March 2021 Sewage details II R-774-111 111 of 133 PS601 March 2021 Sewage isometric. unit #650 R-774-112 112 of 133 PS651 March 2021 Sewage isometric. unit #658 R-774-113 113 of 133 MH001 March 2021 Hvac general notes/legend R-774-114 114 of 133 MH101 March 2021 Ventilation #650 R-774-115 115 of 133 MH102 March 2021 Air conditioning #650 R-774-116 116 of 133 MH151 March 2021 Ventilation #658 R-774-117 117 of 133 MH152 March 2021 Air conditioning #658 R-774-118 118 of 133 MH501 March 2021 Mechanical details R-774-119 119 of 133 MH601 March 2021 Air source thermal system diagram R-774-120 120 of 133 MH602 March 2021 HVAC schedules R-774-121 121 of 133 EP101 March 2021 Electrical power. unit #650 R-774-122 122 of 133 EP151 March 2021 Electrical power. unit #658 R-774-123 123 of 133 EL101 March 2021 Electrical lighting. unit #650 R-774-124 124 of 133 EL151 March 2021 Electrical lighting. unit #658 R-774-125 125 of 133 E501 March 2021 Electrical details R-774-126 126 of 133 EL601 March 2021 Electrical. Lighting devices R-774-127 127 of 133 E602 March 2021 Electrical diagram and schedule R-774-128 128 of 133 EG101 March 2021 Electrical grounding and bonding unit #650 R-774-129 129 of 133 EG151 March 2021 Electrical grounding and bonding unit #658 R-774-130 130 of 133 EG501 March 2021 Electrical grounding details R-774-131 131 of 133 T101 March 2021 Telecommunications system #650 R-774-132 132 of 133 T151 March 2021 Telecommunications system #658

01 11 00 - 6

R-774-133 133 of 133 T501 March 2021 Telecommunications 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. It is the Contractor’s responsibility to verify any and all of measurements.

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 at Morón Air Base MFH in the Eastern side of the G Avenue, North end, which include Units #650, #658, the surrounded areas, access roads and others supporting facilities.

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. NOTICE TO PROCEED:

6.1. Design-Build Contracts: This document is applicable to both Construction and Design Build Contracts. In the below sections, Design Notice to Proceed (DNTP) and Construction Notice to Proceed (CNTP) appear. These are specified for the purposed of Design Build contracts.

Contractors should request a CNTP from the Contracting Officer when preparing to mobilize for construction, the CNTP can be requested before design has been finalized.

6.2. Construction Contracts: The contractor will be provided one Notice to Proceed (NTP), in the subsequent sections both DNTP and CNTP are applicable for the NTP date.

01 11 01 - 2

7. BASE ACCESS:

7.1. Permits or Authorizations: The Contractor shall obtain all permits or authorizations required to access Morón Air Base. 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.

7.2. 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 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.

8. WORK CLEARANCE REQUEST:

8.1. Within 5 calendar days after the notice to proceed (CNTP) date, 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.

8.2. 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 an as-built sketch to Geobase office precisely detailing the location(s) of all utilities that were found to not be in the location expected.

9. BASE UTILITIES:

9.1. The Contractor, at its expense and in coordination with the Contracting Officer, 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.

01 11 01 - 3

9.2. Use of Base Utilities: Water, sewage and electrical utilities may be available to the Contactor, when feasible and their consumptions are reasonable, for supply to the following buildings: Offices, latrines, break rooms and laboratories. If not available and the contractor requires it, the contractor is shall provide at no additional cost to the government.

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:

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

2. Non-potable water.

9.3. 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

01 11 01 - 4 shall be restored to their original condition prior to satisfying final contractual payments.

9.4. 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 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.

10. 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.

11. VEHICULAR, MACHINERY AND EQUIPMENT TRAFFIC:

11.1. 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

01 11 01 - 5 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.

11.2. Access Route Plan: 10 calendar days after the notice to proceed (NTP) date, the Contractor shall submit an access route plan to Construction Management for its approval by Contracting Officer or authorized representative.

11.3. 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.

12. STOCKPILING:

12.1. 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.

12.2. 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.

13. CONSTRUCTION SCHEDULE:

13.1. 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.

13.2. The Contractor shall submit an updated Construction Schedule within 7 calendar days after the Notice to Proceed (CNTP) 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.

13.3. 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.

01 11 01 - 6

13.4. 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.

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

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

13.6.1. Preconstruction tasks:

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.

01 11 01 - 7

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.

13.6.2. 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 delivery tickets of the waste and construction debris and the approval of the field test result data.

13.6.3. 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.

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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.

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.

14. PROGRESS SCHEDULE (AF Form 3064): Within the 10 calendar days after the notice to proceed (DNTP) 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 15 calendar 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

01 11 01 - 9 until the Contractor submits the required progress schedule.

15. PROGRESS REPORT (AF Form 3065): Every 15 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.

16. WORK PLAN

16.1. The Contractor shall submit a Work Plan within 7 calendar days after the Notice to Proceed (CNTP) 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.

17. 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.

17.1. 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

01 11 01 - 10 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, 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.

17.2. 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.

17.3. 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.

17.4. Parking: The Contractor, their employees and subcontractors shall park all vehicles, including heavy machinery, equipment y vehicles, in areas where they do not pose an obstruction in the corresponding work site. All possible efforts must be made so that the vehicles are not parked in an area where they will be clearly visible from the outside.

17.5. 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.

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18. PROJECT SIGN: Within 15 calendar days after the notice to proceed (CNTP) 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.

FIGURE 1: PROJECT SIGN

19. QUALITY CONTROL PLAN: Within 15 calendar days after the notice to proceed (CNTP) 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.

19.1. 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 (see clause 30, Material, Equipment and/or Plan Submissions).

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:

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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

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.

19.2. 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: XX-X-XXXX, YY-YYYY, Daily Report, from ZZZZ WW VV to SSSS UU TT, where:

1. XX-X-XXXX stands for the contract number last seven digits, after removing the first “FA5575-“digits.

2. YY-YYYY 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 the weekly period (Friday or Sunday)

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8. TT stands for the month in which the inspection is made on the last day of the weekly period (Friday or Sunday)

19.3. 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.

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

20. LABORATORY TESTING:

20.1. 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.

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

21. 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.

22. WORKDAY:

22.1. Normal Working Hours: The Contractor shall perform all work during normal working hours unless the Contracting Officer or authorized representative issues a special authorization to deviate from said work schedule. Normal working hours shall be from 08:00 to 17:00, from Monday to Friday, except holidays.

22.2. 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.

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23. 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.