8. Statement of Work (Eng).pdf

PREPARED FOR

DEPARTMENT OF THE AIR FORCE

BY

KELLOGG-BROWN & ROOT SUCURSAL EN ESPAÑA

496TH AIR BASE SQUADRON

ENGINEERING DESIGN SECTION

MORÓN AIR BASE, SPAIN

BUILD STATEMENT OF WORK (SOW) FOR:

PROJECT QUUG 24-1003, DEMO SURPLUS MFH UNITS, MULTI

Prepared by: _____________________________________________________________________ Name: Alberto Menéndez Pasagali, CENDA Date: 13 December 2024

Approved by: __________________________________________________________________ Name: José Matos, CEN Date: 13 December 2024

Project Title: QUUG 24-1003, DEMO SURPLUS MFH UNITS, MULTI Project Location: MORÓN AIR BASE, SPAIN

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INDEX OF CONTENTS

PART 1 GENERAL PROJECT DESCRIPTION

PART 2 PROJECT OBJECTIVES

PART 3 SCOPE

PART 4 LIST OF ATTACHMENTS

PART 5 PHOTOS

PART 6 GENERAL CONDITIONS and SPECIAL CONDITIONS

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PART 1 - GENERAL PROJECT DESCRIPTION

1. This project consists in:

1. This SOW is intended to demolish four structures that have been condemned on the Moron AF Base, Spain, buildings 635/637, 639/641, 684/686 and 692/694. The contractor will provide all the management, material, tools, supplies, equipment and labor needed for the proper execution of this project

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PART 2 - PROJECT OBJECTIVES

1. Demolish the housing units indicated, buildings 635/637, 639/641, 684/686 and 692/694

2. It should be noted that within the demolition works of these houses there are also the concrete slabs supporting the machinery of mechanical installations located next to the houses and which have been assigned as facility number 6635/6637, 6639/6641, 6684/6686, 6692/6694.

3. Demolition and removal of all infrastructure and facilities that will be left without service after the demolition of the houses.

4. Demolish the asphalt paved areas of access to said housing units.

5. Demolish sections of sidewalks to achieve continuity of the sidewalks.

6. Clean and restore the areas occupied by these houses with planting of shrubs and trees.

7. Project shall incorporate all necessary safety precautions in accordance with applicable safety standards.

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PART 3 - SCOPE

1. GENERAL: The work covered by this Statement of Work (SOW) consists of performing the demolition indicated in the project, making all necessary trips and providing all professional services, facilities, labor, equipment, materials, plant, transportation, specifications, detailed drawings and cost estimates that will enable the Contractor to construct a complete and usable facility under a firm fixed price contract. The Contractor shall investigate site conditions, perform topographic (geographic information system) surveys at each facility, and use the manufacturer's standard installation plans, specifications, and drawings to the maximum extent possible to develop the final design documentation necessary to obtain the Government. Any design changes suggested by the Contractor to the SOW shall require approval by the Contracting Officer before acceptance is given. The Contractor shall be responsible for temporary signage, signs, markers, and lights in the area affected by construction and, if required, shall provide flaggers, escorts, and foreign object controllers (FOD) during working hours. The number of phases of project execution, if required, shall be set forth in the bid submittal reflected in the schedule of work. The work includes, but is not limited to, the following activities, which include testing to be performed by a laborer.

2. WORK DESCRIPTION: The construction works consist of, but are not limited to, the items indicated below. All items do not limit or reduce the Contractor’s responsibility to design and build all works as required by the project in order to provide a complete, operational and low-maintenance facility.

2.1. Demolition Works.

1. Topographic survey performance of the existing units using GeoRadar to verify existing utility locations indicated on contract drawings, within area of work.

Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.”

2. Disconnect water, electricity, communications and sewer utilities lines in accordance with instructions from Civil Engineering Operations.

3. Disassembly the mechanical and electrical equipment to be delivered to the Government as indicated.

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4. Remove the electrical installation (interior and exterior) with all associated elements.

5. Remove exterior underground and aboveground potable water lines and associated elements. Repair the main underground potable water line where the “Tee” has been removed with a new high-density polyethylene (PE100 PN10) section electro-fused to the existing line to remain.

6. Remove exterior underground sewer lines and associated manholes.

Cut and cap the pipes entering the sewer manholes to remain and repair said sewer manholes as required.

7. Remove all the interior mechanical Installations and all its associated elements, such as plumbing, sewer, air conditioning, ventilation, etc...

8. Demolish fences, awning and the miscellaneous exterior elements within the marked work area.

9. Remove and dispose of mattresses in unit all units. Remove all furniture to be delivered to the Government as indicated.

10. Disassemble kitchen granite countertop and cabinets in all units.

11. Disposal of refrigerators and equipment kitchen in all units safely and according to local regulations.

12. Demolish cabinets and shelves with associated hardware.

13. Remove sunshade and metal structure.

14. Demolish false ceiling and plasters.

15. Remove doors, windows, louvers, frames and auxiliary elements fixed to walls

16. Demolish roof system and all the installed elements.

17. Demolish existing wall tiles, carpet, floor tiles and base boards.

18. Demolish partitions and non-load-bearing walls.

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19. Demolish concrete roof slabs.

20. Demolish load-bearing walls, columns and structural elements.

21. Demolish floor slabs, tie beams, footings, concrete blocks and subbase material.

22. Demolish asphalt pavement as indicated.

23. Demolish sidewalk as indicated.

24. Concrete pavement demolition, linking the shoulder

25. Base and subbase layer demolition on roadway, shoulders and the concrete pavement driveway.

26. Demolition of concrete foundation elements.

27. Removal of all layers of soil that are of improvement for foundations, sidewalks, roads, etc. until reaching the level of the natural ground. The thickness of the improvement soils is estimated to be 1.5 meters.

28. Backfill of brown clay soils compacted to 98% Modified Proctor in 30 cm maximum layers.

29. 15 cm thick backfill with topsoil, grading, seeding, shrubbery sets with species such as like Cornus Sericea, Forsythia Ovata, Juniperus Sabina or Magnolia Stellata. and trees. At least four large trees (Tipuana tipu) shall be placed for each set of buildings consisting of two dwellings, the trees shall have a perimeter greater than 14 cm at 1 meter from the ground.

30. Selection, treatment, load of demolition waste and transport to authorized dump or treatment plant.

All materials and equipment within the units that are salvageable shall be presented and delivered to Civil Engineering Operations as requested including but not limited to the items listed above.

2.2. Civil Works.

1. Construct sidewalk.

2. Replace the vegetable cover as indicated.

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3. Replace and/or relocate all elements belonging to the drainage network, such as drains, edge piece between asphalt and curb, drainage pipes, which are necessary for the proper functioning of the system.

2.3. Outside Telecommunication Works.

1. All the necessary civil works will have to be done, such as the execution of new trenches, manholes, conduit insertion, trench backfilling, etc. so that everything is ready for the communications department to introduce the wiring and all the necessary works so that no existing house outside this project is left without communications service. These works will have to be done before the demolition of the houses.

2.4. Final Cleaning of work areas.

2.5. Delivery of As Built drawings

2.6. Delivery of Spatial Data.

3. SITE AVAILABILITY: The Contractor shall coordinate with the Contracting Officer or authorized representative for site visits with a minimum of ten (10) working days in advance. The attendance to the site visit prior to design phase commencement is mandatory.

3.1. The Contractor is responsible to investigate the site as needed to complete the project.

The Contractor shall follow all instructions to comply with the base access requirements and restrictions on the airfield area.

4. PROJECT PHASING:

4.1. The total proposed period of performance for this project, 180 calendar days, including preconstruction, construction and completion activities and the average number of days of inclement weather, is for information purposes only.

The Contractor shall provide its proposed period of performance with its response to this scope of work, showing the zones or areas affected in each period of work if it is necessary to divide the period of work because the buildings are not contiguous and have two physically separate areas of performance.

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PART 4- LIST OF ATTACHMNETS

- Attachment #1, Performance Technical Specifications.

- Attachment #2, Concept Drawings. This attachment is provided as a separate file.

- Attachment #3, Record Drawings. This attachment is provided as a separate file.

- Attachment #4, Schedule of Material Submittals. This attachment is provided as a separate file.

- Attachment #5, Cost Estimate. This attachment is provided as a separate file.

- Attachment #6, Integrated Natural Resources Management Plan for Moron Air Base. This Attachment is delivered with the intention to provide a good understanding of the environment requirements. This attachment is provided as a separate file.

- Attachment #7, Final Governing Standard for Spain, May 2014. This Attachment is delivered with the intention to provide a good understanding of the environment requirements. This attachment is provided as a separate file.

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PART 5 PHOTOS

View of Northeast (rear) face of units. 635 and 637 showing back entrance, steel canopy structure with retractable roof, white fence around utility line.

View of southwest (main) face of units. 635 and 637 showing the main entrance, asphalt access road and concrete sidewalks.

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View of the kitchen of house 637

View of southwest (main) face of units. 639 and 641 showing the main entrance, asphalt access road

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View of Northeast (rear) face of units. 639 and 641 showing back entrance, steel canopy structure with retractable roof, white fence around utility line.

View of the Bathroom

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View of the Living room

View of Northeast (rear) face of units. 639 Showing the sidewalk around the house.

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View of southwest (rear) face of units. 684 showing back entrance, steel canopy structure with retractable roof.

View of Intertherm (house 684)

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View of North face of units. 692 Showing the sidewalk around the house, and the fence

View of the laundry room (House 692)

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View of the refrigerator (House 692)

View of the cooker and the court top (House 692)

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View of the Microwave and the court top (House 692)

View of a room with mattress and furniture (House 692)

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View of Northwest face of unit 692 Showing back entrance, steel canopy structure with retractable roof, the sidewalk around the house, and the fence

View of Northwest (main) face of units 692-694. Showing the main entrance, asphalt access road

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View of the main Bedroom (House 694)

View of the Living room (House 694)

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View of the Kitchen (House 694)

View of the mechanic equipment in exterior room. (House 694)

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View of the mechanic equipment in exterior (House 694)

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PART 6 GENERAL CONDITIONS/and SPECIAL CONDITIONS

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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 Contractor shall responsible for the temporary markings, signs, markers and lights at the area affected by the construction and, if required, shall provide the flagmen, escorts and foreign object debris (FOD) controllers during the work hours. 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.

1.1 Demolition Works.

1. Topographic survey performance of the existing units using GeoRadar to verify existing utility locations indicated on contract drawings, within area of work. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.”

2. Disconnect water, electricity, communications and sewer utilities lines in accordance with instructions from Civil Engineering Operations.

3. Disassembly the mechanical and electrical equipment to be delivered to the

Government as indicated.

4. Remove the electrical installation (interior and exterior) with all associated elements.

5. Remove exterior underground and aboveground potable water lines and associated elements. Repair the main underground potable water line where the “Tee” has been removed with a new high-density polyethylene (PE100 PN10) section electro-fused to the existing line to remain.

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6. Remove exterior underground sewer lines and associated manholes. Cut and cap the pipes entering the sewer manholes to remain and repair said sewer manholes as required.

7. Remove all the interior mechanical Installations and all its associated elements, such as plumbing, sewer, air conditioning, ventilation, etc...

8. Demolish fences, awning and the miscellaneous exterior elements within the marked work area.

9. Remove and dispose of mattresses in unit all units. Remove all furniture to be delivered to the Government as indicated.

10. Disassemble kitchen granite countertop and cabinets in all units.

11. Disposal of refrigerators and equipment kitchen in all units safely and according to local regulations.

12. Demolish cabinets and shelves with associated hardware.

13. Remove sunshade and metal structure.

14. Demolish false ceiling and plasters.

15. Remove doors, windows, louvers, frames and auxiliary elements fixed to walls

16. Demolish roof system and all the installed elements.

17. Demolish existing wall tiles, carpet, floor tiles and base boards.

18. Demolish partitions and non-load-bearing walls.

19. Demolish concrete roof slabs.

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20. Demolish load-bearing walls, columns and structural elements.

21. Demolish floor slabs, tie beams, footings, concrete blocks and subbase material.

22. Demolish asphalt pavement as indicated.

23. Demolish sidewalk as indicated.

24. Concrete pavement demolition, linking the shoulder

25. Base and subbase layer demolition on roadway, shoulders and the concrete pavement driveway.

26. Demolition of concrete foundation elements.

27. Removal of all layers of soil that are of improvement for foundations, sidewalks, roads, etc. until reaching the level of the natural ground. The thickness of the improvement soils is estimated to be 1.5 meters.

28. Backfill of brown clay soils compacted to 98% Modified Proctor in 30 cm maximum layers.

29. 15 cm thick backfill with topsoil, grading, seeding, shrubbery sets with species such as like Cornus Sericea, Forsythia Ovata, Juniperus Sabina or Magnolia Stellata. and trees. At least four large trees (Tipuana tipu) shall be placed for each set of buildings consisting of two dwellings, the trees shall have a perimeter greater than 14 cm at 1 meter from the ground.

30. Selection, treatment, load of demolition waste and transport to authorized dump or treatment plant.

All materials and equipment within the units that are salvageable shall be presented and delivered to Civil Engineering Operations as requested including but not limited to the items listed above.

1.2 Civil Works.

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1. Construct sidewalk.

2. Replace the vegetable cover as indicated.

3. Replace and/or relocate all elements belonging to the drainage network, such as drains, edge piece between asphalt and curb, drainage pipes, which are necessary for the proper functioning of the system.

1.3 Outside Telecommunication Works.

1 All the necessary civil works will have to be done, such as the execution of new trenches, manholes, conduit insertion, trench backfilling, etc. so that everything is ready for the communications department to introduce the wiring and all the necessary works so that no existing house outside this project is left without communications service.

These works will have to be done before the demolition of the houses.

1.4 Final cleaning.

1.5 Delivery of As-Built drawings.

1.6 Delivery of spatial data.

2. DRAWINGS:

No. of Drawing Sheet Date Title GI001 1 of 23 13 Dec 2024 Cover Sheet, Drawing Schedule GI002 2 of 23 13 Dec 2024 Site Plan GI003 3 of 23 13 Dec 2024 Notes: Demolition and Repair Works CU101 4 of 23 13 Dec 2024 Existing Condition Plan and Site Demolition CU102 5 of 23 13 Dec 2024 New Exterior Condition Plan AD101 6 of 23 13 Dec 2024 Distribution Layout Plan Type C2 AD102 7 of 23 13 Dec 2024 Distribution Layout Plan Type A3 AD103 8 of 23 13 Dec 2024 Dimension Plan. Type C2 AD104 9 of 23 13 Dec 2024 Dimension Plan. Type A2 AD105 10 of 23 13 Dec 2024 Roof Plan. Type C2 AD106 11 of 23 13 Dec 2024 Roof Plan. Type A3 AD201 12 of 23 13 Dec 2024 Elevations and Section. Type C2 AD202 13 of 23 13 Dec 2024 Elevations and Section. Type A3 PD101 14 of 23 13 Dec 2024 Sewer and Domestic Water Instal. Type C2 PD102 15 of 23 13 Dec 2024 Sewer and Domestic Water Instal. Type A3 ED101 16 of 23 13 Dec 2024 Electric Installation. Type C2

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ED102 17 of 23 13 Dec 2024 Electric Installation. Type A3 ED103 18 of 23 13 Dec 2024 Lighting Plan. Type C2 ED104 19 of 23 13 Dec 2024 Lighting Plan. Type A3 MD101 20 of 23 13 Dec 2024 Air Conditioning Plan. Type C2 MD102 21 of 23 13 Dec 2024 Air Conditioning Plan. Type A3 CD501 22 of 23 13 Dec 2024 Details I CD502 23 of 23 13 Dec 2024 Details II

*** END OF SECTION ***

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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 Morón Air Base, Spain, as shown on the contract drawings.

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 coordination 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.

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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 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, 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 responsible for providing their own utilities at no additional cost to the government. Contractor must request officially the connection points and temporary services needed in the Mobility Plan for CE review/approval. Plumbing/Electrical CE Shop will provide guidelines as utilities maintainers.

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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.

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.

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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 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

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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.

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, SOW 33 of 67 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:

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.

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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 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.

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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.

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 contract commencement date or another period determined by the Contracting Officer, the Contractor

SOW 36 of 67 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.

14.1 Initial Submittals: The contractor shall include initial submittals as a work element on the AF Form 3064, Contract Progress Schedule. The total effort (labor, admin, etc.) for initial submittals shall be 3% of the total Task Order (TO) value. The 3% of the total TO value will be paid when the initial submittals are submitted and approved by the Government. The initial submittals shall include the following documents as applicable:

1. Bank Letter of Guarantee

2. Construction Schedule

3. Progress Schedule

4. Work Plan

5. Mobility Plan

6. Project Sign

7. Quality Control Plan

8. Environmental Protection Plan

9. Key Staff

10. Personnel Listing

11. Health and Safety Plan

12. Classification Certificates

13. Quality Certificates

14. Environmental Certificates

15. Laboratory Certificate

16. Work Clearance

17. Base utility connection/disconnection request, if required

18. Base utility outage request, if required

19. Welding work request, if required

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20. Transit control plan, if required

21. Access haul routes

22. Work Phasing Plan

23. Salvage Plan

14.2 Final Submittals: The contractor shall include final submittals as a work element on the AF Form 3064, Contract Progress Schedule. The total effort (labor, admin, etc.) for final submittals shall be 10% of the total Task Order (TO) value. The 10% of the total TO value will be paid when the final submittals are submitted and approved by the Government. The final submittals shall include the following documents as applicable:

1. Warranty Letter

2. DD Form 1354

3. Waste & construction debris management

4. As-built drawings

5. Spatial Data

6. Operation & Maintenance (O&M) manuals

7. Final Testing

8. Spare parts list

15. 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.

16. WORK PLAN

16.1. 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.

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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 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

SOW 39 of 67 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 and vehicles, in areas where they do not pose an obstruction in the corresponding work site.

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.

18. 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)

19. 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.

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.

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.

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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

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

SOW 43 of 67 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

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

SOW 44 of 67 resubmit it. Daily Report file names shall…