QUUG_06-1011_Attch_F_-_QUUG-16-1008B,_RPR_Munitions_Access_Road_Technical_Specifications_Set.pdf

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PROJECT QUUG 16-1008B

INDEX OF SPECIFICATIONS

DIVISION 01- GENERAL REQUIREMENTS

01 11 00 Scope of work, drawings and special conditions 1

01 11 01 General conditions 13

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 03 05 Milling of bituminous pavements 59

32 04 22 Geotextile as separation and filter elements 63

32 05 10 Aggregates 67

32 05 30 Prime coat 73

32 05 31 Tack coat 77

32 05 32 Curing Coat 79

32 05 42 Bituminous concrete type bituminous mixes 83

32 07 00 Pavement markings 95

32 07 01 Retroreflective traffic signs 97

01 11 00 - 1

SECTION 01 11 00

SCOPE OF WORK, DRAWINGS AND SPECIAL CONDITIONS

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 be 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. There have been established two phases for the project execution. The work includes, but is not limited to the following activities, which includes the tests to be performed by an independent laboratory for the quality control.

1. Double saw cut of the junctions of the work area with pavements to remain

2. Removal of traffic signs

3. Milling of the pavement.

4. Scarifying of the base course of the pavement at the traffic lanes.

5. Excavation of base and subbase courses and soil at the shoulders.

6. Compaction of the subgrade of the shoulder

7. Placing of geotextile

8. Place and compact base course at the shoulders.

9. Compaction of base course of the traffic lanes

10. Application of prime coat on the base course.

11. Application of tack coat on the vertical surfaces of the remained pavements adjacent to the pavement to be repairing.

12. Placing of hot mix asphalt intermediate course at the pavement.

13. Application of tack coat on the hot mix asphalt intermediate course.

14. Application of tack coat on the vertical surfaces of the remained pavements adjacent to the pavement to be repaired.

15. Placing of hot mix asphalt surface course at the pavement.

16. Paint markings.

17. Install signs.

18. Final cleaning.

19. Delivery of As-Built drawings.

20. Delivery of spatial data

2. PERFORMANCE PERIOD: The performance period estimated by the Government for the completion of the entire work ready for use, including from the preconstruction activities

01 11 00 - 2 through the finish works, is 90 calendar days, including an average inclement weather days.

2.1. It shall be the sole responsibility of the Contractor to ensure all required submittals are submitted to Construction Management 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.

3. CONSTRUCTION SCHEDULE:

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

3.2. 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.

3.3. 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.

3.4. The Construction Schedule shall be developed assuming 8-working hours for each labor day.

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

3.5.1. 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 personnel, personnel listing, health and safety plan, environmental protection plan, AF Form 103 BCE Work Clearance Request, utility

01 11 00 - 3 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, laboratory, if required).

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

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

7. The installation of the project sign.

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

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

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

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

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

12. The painting of temporary markings.

3.5.2. Construction tasks:

01 11 00 - 4

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.

3.5.3. Finish tasks:

1. Pre-final inspection, including the request.

2. Correction of deficiencies.

3. Final inspection, including the request.

4. The removal of the temporary markings.

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

6. 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.

7. Final cleaning.

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

9. The removal of the project sign.

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

11. 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.

12. The removal of the portable/modular buildings.

01 11 00 - 5

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

14. Restoration of the area assigned for the Contractor.

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

16. Preparation and transmittal of the spatial data submittal.

17. Preparation and transmittal of the warranty letter submittal.

18. 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.

19. Approval of the submittals.

20. Project closeout.

4. WORK PLAN

4.1. The Contractor shall submit a Work Plan within 7 calendar days after the Notice to

Proceed (NTP) 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.

5. DRAWINGS:

No. of Drawing Sheet Date Title

R-743-01B 01 de 18 08 April 2019 Title sheet

R-743-02B 02 de 18 08 April 2019 Drawings schedule

R-743-03B 03 de 18 08 April 2019 General notes, legend and abbreviations

R-743-04B 04 de 18 08 April 2019 Access routes and stockpiling areas

01 11 00 - 6

R-743-05B 05 de 18 08 April 2019 Construction phases

R-743-06B 06 de 18 08 April 2019 Topographic survey-existing conditions

R-743-07B 07 de 18 08 April 2019 Corings and trial pits locations site plan

R-743-08B 08 de 18 08 April 2019 Corings and test pits schedule

R-743-09B 09 de 18 08 April 2019 Existing conditions and demolition enlarged plan

R-743-10B 10 de 18 08 April 2019 Flexible pavement enlarged site plan

R-743-11B 11 de 18 08 April 2019 Longitudinal profiles. Munitions access road

R-743-12B 12 de 18 08 April 2019 Transversal profiles. Munitions access road

R-743-13B 13 de 18 08 April 2019 Road Sections type

R-743-14B 14 de 18 08 April 2019 Traffic markings and signs

R-743-15B 15 de 18 08 April 2019 Construction signs and markings

R-743-16B 16 de 18 08 April 2019 Details

R-743-17B 17 de 18 08 April 2019 Traffic signs details

R-743-18B 18 de 18 08 April 2019 Traffic markings details

6. GOVERNMENT-FURNISHED MATERIAL (GFM): No GFM is used. .

7. EQUIPMENT, CONTROLS, AND MATERIAL OF THE UNITED STATES OF

AMERICA: Not used.

8. CERTIFICATES: The submitted certificates shall be original or a notarized copy.

The Contractor shall submit the certificates within 30 calendar days after the Notice to Proceed

(NTP) date.

8.1. Classification Certificate of the Contractor: Contractor must hold an updated

Certificate of Classification issued by the Spanish “Registro Oficial de Licitadores y Empresas

Clasificadas del Estado” of the "Ministerio de Hacienda y Administraciones Públicas" covering the following groups, subgroups, and categories. The certificate holder must execute the activities related to the certificate.

Group Subgroup Category

G 1, 4, 5 and 6 2

O 2 2

01 11 00 - 7

Certificate of Classification G12 corresponds to work activities which annual average cost is more than 150.000 euros and are related to highways and freeways pavements.

Certificate of Classification G42 corresponds to work activities which annual average cost is more than 150.000 euros and are related to asphalt pavements.

Certificate of Classification G52 corresponds to work activities which annual average cost is more than 150.000 euros and are related to markings and signs.

Certificate of Classification G62 corresponds to work activities which annual average cost is more than 150.000 euros and are related to road works without specific qualification.

Certificate of Classification O22 corresponds to work activities which annual average cost is more than 150000 euros and are related to up keeping and maintenance of road, airfield, freeway, highway and street pavements.

8.2. Quality Certificate of the Contractor: Contractor must hold an updated Certificate of

Quality Management System UNE-EN ISO 9001 issued by an official certification body for the following activities:

1. Construction of roads and runways

2. Placing and setting up of bituminous mix at the construction site

3. Milling and recycling of pavement

4. Up keeping and maintenance of roads, runways, freeways and highways

5. Construction of roads and runways (with bituminous mix pavements, markings and signing of roads, work without specific qualification)

The certificate holder must execute the activities related to the certificate.

8.3. Environment Certificate of the Contractor: Contractor must hold an updated

Certificate of Environment Management System UNE-EN ISO 14001 issued by an official certification body for the following activities:

1. Construction of roads and runways

01 11 00 - 8

2. Placing and setting up of bituminous mix at the construction site

3. Milling and recycling of pavement

4. Up keeping and maintenance of roads, runways, freeways and highways

5. Construction of roads and runways (with bituminous mix pavements, markings and signing of roads, work without specific qualification)

8.4. Classification Certificate of the Signage and Marking Subcontractor, if any: Their

Subcontractors must hold an updated Certificate of Classification issued by the Spanish “Registro

Oficial de Licitadores y Empresas Clasificadas del Estado” of the "Ministerio de Hacienda y

Administraciones Públicas" covering the following groups, subgroups, and categories. The certificate holder must execute the activities related to the certificate.

Group Subgroup Category

G 5 2

O 2 2

Certificate of Classification G52 corresponds to work activities which annual average cost is more than 150.000 euros and are related to markings and signs.

Certificate of Classification O22 corresponds to work activities which annual average cost is more than 150000 euros and are related to up keeping and maintenance of road, airfield, freeway, highway and street pavements.

8.5. Certificate of the Contractor or Subcontractor, if any, in possession of the Asphalt

Batch Plant: Contractor and/or his Subcontractor must hold the following updated certificates issued by an official certification body:

1. Certificate of conformity of the factory production control of the required bituminous mixtures applying all the provisions concerning the assessment and verification of constancy of performance described in Annex ZA of UNE-EN

13108 under system 2+.

2. Certificate of Quality Management System UNE-EN ISO 9001 for the production of bituminous mix.

01 11 00 - 9

3. Certificate of Environment Management System UNE-EN ISO

14001 for the production of bituminous mixes.

8.6. Certificate of the Contractor or Subcontractor, if any, in possession of the Quarry:

Contractor and/or his Subcontractors must hold the following updated certificates issued by an official certification body:

1. Certificate of conformity of the factory production control of the required aggregates applying all the provisions concerning the assessment and verification of constancy of performance described in Annex ZA of UNE-EN 13242 under system 2+.

2. Certificate of Quality Management System UNE-EN ISO 9001 for the mining, crushing, classification and sale of aggregates.

3. Certificate of Environment Management System UNE-EN ISO

14001 for the mining, crushing, classification and sale of aggregates.

9. SPECIAL GENERAL REQUIREMENTS: The following special conditions apply:

9.1. Subcontractor: The Contractor could subcontract all the works except:

1. The placing and setting up of bituminous mixes.

2. The milling of pavements.

3. The tack coat application.

4. The prime coat application.

5. The curing coat application.

9.2. Demolished, milled and/or excavated material: The Contractor shall transport the demolished, milled and/or or excavated materials to an authorized dump.

9.2.1. Reuse of demolished, milled and/or excavated material: The materials demolished, milled and/or excavated during the execution of the project that can be reused are: ground, selected

01 11 00 - 10 soil, adequate soil, tolerable soil, marginal soil, inadequate soil, graded crushed aggregate, stabilized soil, materials treated with cement (cement-soil and cement-gravel), surface treatment by means of gravel of small size, milled asphalt (cold micro-asphalt and bituminous mixes) and crushed concrete

(concrete and lean concrete).

The materials demolished, milled and / or excavated during the execution of the project can be reused as long as they meet the project requirements and are previously approved.

If the Contractor does not reuse the demolished, milled and/or excavated material, the Contractor shall transport said material to an authorized dump.

If there is a surplus of the material demolished, milled and/or excavated after its reuse by the

Contractor, the Contractor shall transport said material to an authorized dump.

If any workshop of Morón Air Base needs all or part of the material demolished, milled and/or excavated that the Contractor does not reuse or that was surplus after the reuse by the Contractor, the Contractor shall transport the material required by the workshop of the Morón Air Base to the stockpile area designated by the Contracting Office and the rest of the material to the authorized dump.

The representative of the Contracting Office and/or Construction Management shall coordinate with the Chief of Operations and Maintenance of the Base the exact location of the stockpile area of the material required by any shop of Morón air Base.

9.3. Stockpiling area for Contractor material and Contractor offices: The C.O.

representative shall coordinate with the base Chief of Operations and Maintenance the exact location for Contractor offices and stockpiling.

9.4. Laboratory: The Contractor shall submit the laboratory certificate within 30 calendar days after the Notice to Proceed (NTP) date. 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.

9.4.1. Building Tests

1. Geotechnical Tests (GT)

2. Road Tests (VS)

01 11 00 - 11

9.4.2. Civil Engineering Tests

1. Tests of Soils, Bituminous Pavements and Other Materials (OL-A)

2. Tests of Cementitious Materials, Aggregates, Water, Concrete and

Concrete Prefabricated Elements (OL-B)

3. Tests of Metal Products and Signage (OL-C)

4. Tests of Geotechnical Inspection (OL-D)

5. No Standardized Tests (OL-OTROS)

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

9.6. Cones: Cones shall be made of PVC with a neoprene base, at least 0.5 m high, minimum and a weight of 2.6 kg. They shall be red, orange, yellow or any one of these colors combined with white. The cones shall have a tensile strain of 100 kg/cm². The cones will recover their stability without deformation or overturning when they are separated from their vertical axle

30°. It shall keep its balance without being displaced when subjected to winds of over 70 km/h. The strain at failure shall be of 400 %, minimum.

The Contractor shall remove the cones when the repair has been finished, accepted by Contracting

Office and air traffic can taxiing.

*** 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 described in Section 01 11 00, Scope of Work, Drawings and Special Conditions, in accordance with the drawings and specifications, complete and ready for use by means of a firm fixed price construction contract.

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 operable facility.

3. LOCATION: The work is located in Morón Air Base, Spain, as shown on the contract drawings.

4. DRAWINGS ACCOMPANYING SPECIFICATIONS: The drawings accompanying this specification are a part thereof. 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 one 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 one year after acceptance of the work. The Contractor shall repair or replace defective materials at his expense within a reasonable time and as approved by the Contracting Officer. The

Contractor must comply with any additional warranty periods stablished by the 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.

The warranty period for any work repaired or replaced shall run for [one year][two years] from the date of the repair or replacement.

If the Contractor delays or does not comply with the repair or replacement to be accomplished under the warranty period, the Government has the right to replace, repair, or otherwise remedy the failure at the Contractor’s expense.

01 11 01 - 2

6. BASE ACCESS:

6.1. 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.

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 the

Morón Air Base. Additionally, the Contractor shall immediately interrupt the work when it is required if security warning/risk situations occur.

7. WORK CLEARANCE REQUEST: Within 5 calendar days after the notice to proceed (NTP) 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, as 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. BASE UTILITIES:

8.1. The Government shall do what is reasonable so that the consumptions of the Base utilities required by the Contractor are available to him from the existing outlets and supplies, as specified in the contract, without charge. The Contractor shall carefully keep all utilities available to him without wasting their consumptions.

8.2. The Contractor, at its expense and in a professional manner satisfactory to 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.

8.3. Use of Base Utilities: Water, sewage and electrical utilities of the Base shall be available to the Contactor, when it is feasible and their consumptions are reasonable, for the supply to the following buildings: Offices, latrines, break rooms and laboratories.

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

Government.

01 11 01 - 3

The following utilities shall be available from the existing Base utilities:

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

2. Non-potable water.

8.4. Base utility disconnection and connection: Within 15 calendar days after the notice to proceed (NTP) date, the Contractor shall request the disconnection and connection and shall indicate:

1. Type of affected utility

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

3. Utility use

4. Required consumption

5. Maximum duration

The Contractor shall be responsible for making the connections and/or disconnections, conversion, transportation of Base utilities to the work site and/or Contractor's staging area, including the provision and installation of materials, devices and mechanisms that prevent the backflow of water to the Base service (backflow preventers) and the provision and installation of the transformers, if required.

The Contractor shall submit additional requests with a minimum of 15 calendar days in advance of the estimated date for the required connection and/or disconnection of the corresponding utility.

8.5. 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

The Contractor shall be responsible for making the outage, including the provision and installation of materials, devices and mechanisms.

01 11 01 - 4

8.6. Temporary connections to Base utilities: Temporary overhead connections to Base utilities are prohibited.

8.7. Base utility restoration: All Base utilities shall be restored to their original conditions prior to satisfying final contractual payment.

8.8. Operations of control devices of the Base utilities: The Contractor shall not activate, operate nor alter any control device of the Base utilities including water, sewage, electricity and communication.

The Government shall activate, operate and alter said control devices.

If a control device of a Base utility has to be activated, operated or altered, the Contractor shall submit a request with a minimum of 15 calendar days in advance of the estimated date for the required maneuver of the corresponding utility control device.

8.9. Standard Hours for connection, disconnection and outages of Base utilities: All connection, disconnection and/or outage works of Base utilities shall be programmed between

08:00 and 17:00 hours (between 08:00 and 16:00 during the period from 15 June to 15

September) from Monday to Friday, except holidays.

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.

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 10 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

01 11 01 - 5

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

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

10.2. Access Route Plan: 10 calendar days after the 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.

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. PROGRESS SCHEDULE (AF Form 3064): (See solicitation/Contract FAR clause

52.236-15, Schedules for Construction Contracts, Apr 1984). Within the 10 calendar days after the notice to proceed (NTP) 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 until the Contractor submits the required progress schedule.

12. 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

01 11 01 - 6

3. Location and area of the parking area

4. Location and area of the material storage areas

The Contractor shall submit the plan within 15 calendar days after the notice to proceed (NTP) date. The Contractor shall include in the mobility plan the proposed system to supply the utilities required at each site.

12.1. 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.

12.2. 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.

12.3. 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

01 11 01 - 7 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.

12.4. 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.

12.5. 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.

13. PROJECT SIGN: Within 15 calendar days after the notice to proceed (NTP) 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.

01 11 01 - 8

FIGURE 1 - : PROJECT SIGN

14. QUALITY CONTROL PLAN: Within 15 calendar days after the notice to proceed (NTP) date and after the approval of the Work Plan, the Contractor shall submit to

Construction Management for its approval by Contracting Officer or authorized representative a complete Quality Control Plan in English and Spanish, which may be consulted by the workers at the Contractor's offices at the site. 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, if required, for works required for the project. The teaming partners/key subcontractors indicated shall be those that shall effectively participate in the project and shall be the same than those submitted in the contract bid. The lack of this information or variation with previously submitted teaming

01 11 01 - 9 partners/key subcontractors shall be cause for the disapproval of the QC Plan. In this case, the Contractor has to submit a new one before the works start.

3. Responsibility of the Quality Control Inspectors, Quality Control

Chief and the Superintendent.

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

Program of Points of 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, frequency and quantity 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, frequency and quantity 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 Point Reporting Forms.. As a minimum, a specific form shall be developed for all inspection types to be performed for the work activities of this project, 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 of inspection

d. Inspection procedures

01 11 01 - 10

e. Frequency of inspection

f. Lot applied for the inspection

g. Quantity of inspections

h. Responsible of the performed inspection

i. Inspection result

j. Date of inspection

k. Information about pass/rejection criteria for the IP

l. Actions to be taken for failed or unsatisfactory inspections

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

n. Other.

The IP Reporting forms shall be kept at the work site and shall be available for review at all times. A copy of the reporting forms of the IP performed from

Monday to Friday (or Sunday if the Contractor works during the weekend) shall be submitted weekly to Construction Management for their review and record.

7. List of planned "Hold Inspection Points" with the estimated dates based on 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. Request for Information (RFI): submit the Request for Information

01 11 01 - 11 form and RFI Log Form to be used. This shall be used to submit and track any

RFI’s during construction.

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

11. 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.

14.1. Inspection Point Reporting Forms file naming. Each IP Reporting form shall be

01 11 01 - 12 named as indicated on this paragraph, failure in doing so will result in rejection of the IP

Reporting and the Contractor has to resubmit it. IP Reporting form file names shall have the following format: XX-X-XXXX, QUUG YY-YYYY, IP, 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

5. VV stands for the day 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

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

14.2. 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, QUUG YY-YYYY, Daily Report, from ZZZZ WW VV to SSSS UU TT, where:

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

10. YY-YYYY stands for the project number

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

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

01 11 01 - 13

13. VV stands for the day in which the inspection is made on Monday

14. SSSS stands for the year in which the inspection is made on the last

15. UU stands for the month in which the inspection is made on the last

16. TT stands for the day in which the inspection is made on the last

14.3. 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.

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

15. 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.

16. WORKDAY:

16.1. 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.

16.2. 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.

17. CONSERVATION AND MAINTENANCE OF THE EXISTING FACILITIES:

Before the start of any work activity, the Contractor will carry out an inspection of the existing

01 11 01 - 14 facilities at the work site, or adjacent to it, as well as the pavements proposed by the Contractor on the Transit Control Plan and on the Access Route Plan. The Contractor shall submit a report in writing, attaching photographs, to Construction Management of all the defects found during said inspection. The Contractor shall repair, without additional cost for the Government and before the final acceptance of the project works, all the defects of the existing facilities and/or pavements that have not been included on the report or have been deteriorated further damaged by the Contractor's negligence or by the use of the facilities and/or pavements by the Contractor.

The Contractor shall conserve and protect all existing facilities at the work site, or adjacent to it, that shall not to be removed or that do not have to be affected by the work required by this contract. The Contractor shall restore, at no cost to the Government, the facility affected during the execution of the works to its original condition before the final acceptance of the project works.

18. ENVIRONMENTAL PROTECTION PLAN: Within 15 calendar days after the notice to proceed (NTP) date, the Contractor shall submit to Construction Management for its approval by Contracting Officer or authorized representative an Environmental Protection Plan, in English and Spanish versions, which may be consulted by the workers at the Contractor's offices at the site. The program shall comply with the following Spanish regulations and shall include, but not be limited to, the following:

18.1. Classified Activities:

1. Decreto 2414/1961, reglamento de actividades molestas, insalubres, nocivas y peligrosas (RAMINP). BOE de 07/12/1961

2. Orden del Ministerio de Gobernación de 15/03/1963, se aprueba una instrucción por la que se dictan normas complementarias para la aplicación del reglamento de actividades molestas, insalubres, nocivas y peligrosas. BOE N°.

79 de 02/04/1963

3. Decreto 297/1995, reglamento de calificación ambiental. BOJA

No. 3 de 11/01/1996

18.2. Water:

1. Real Decreto 60/2011, normas de calidad ambiental en el ámbito de la política de aguas. BOE No. 19 of 22/01/1201

2. Real Decreto 849/1986, de 11 de abril, por el que se aprueba el

Reglamento del Dominio Público Hidráulico que desarrolla los títulos preliminar, I, IV, V, VI, VII y VIII del texto refundido de la Ley de Aguas, aprobado por el

01 11 01 - 15

Real Decreto Legislativo 1/2001, de 20 de julio. BOE No. 103 de 30/04/1986

3. Real Decreto Legislativo 1/2001, de 20 de julio, por el que se aprueba el texto refundido de la Ley de Aguas. BOE No. 176 de 24/07/2001

4. Orden del Ministerio de Medio Ambiente, Rural y Marino

(ARM)/1312/2009, de 20 de mayo, por la que se regulan los sistemas para realizar el control efectivo de los volúmenes de agua utilizados por los aprovechamientos de agua del dominio público hidráulico, de los retornos al citado dominio público hidráulico y de los vertidos al mismo. BOE No. 128 de 27/05/2009

5. Real Decreto 606/2003, de 23 de mayo, por el que se modifica el

Real Decreto 849/1986, de 11 de abril, por el que se aprueba el Reglamento del

Dominio Público Hidráulico, que desarrolla los Títulos preliminar, I, IV, V, VI y

VIII de la Ley 29/1985, de 2 de agosto, de Aguas. BOE NO. 135 OF 6/6/2003

6. Orden de 18 de agosto de 2008, por la que se aprueban los modelos de la Agencia Andaluza del Agua de solicitudes de deslinde en cauces públicos, constitución, modificación y separación de comunidades de usuarios de aguas públicas, comunicación de aprovechamientos iguales o inferiores a 7.000 m³, investigación de aguas subterráneas, autorizaciones para las actuaciones a realizar en el dominio público hidráulico y la zona de policía de cauces, y de concesiones, y se establece su presentación telemática o en soporte papel. BOJA no. 180 of

10/9/2008

18.3. Atmosphere:

1. Reglamento (CE) n°. 1497/2007 de la Comisión, por el que se establecen, de conformidad con el Reglamento (CE) no 842/2006 del Parlamento

Europeo y del Consejo, requisitos de control de fugas estándar para los sistemas fijos de protección contra incendios que contengan determinados gases fluorados de efecto invernadero. Diario Oficial de la Unión Europea (DOUE) Nº. 333 de

19/12/2007

2. Reglamento (CE) n°. 304/2008 de la Comisión, por el que se establecen, de conformidad con el Reglamento (CE) nº 842/2006 del Parlamento

Europeo y del Consejo, los requisitos mínimos y las condiciones del reconocimiento mutuo de la certificación de las empresas y el personal en lo relativo a los sistemas fijos de protección contra incendios y los extintores que contengan determinados gases fluorados de efecto invernadero. DOUE Nº. 92 de

03/04/2008

01 11 01 - 16

3. Reglamento (UE) n°. 517/2014 del Parlamento Europeo y del

Consejo, sobre los gases fluorados de efecto invernadero y por el que se deroga el reglamento (CE) n°. 842/06. DOUE Nº. 195 de 20/05/2014

4. Real Decreto 833/1975, que desarrolla la Ley 38/1972 de protección del ambiente atmosférico. BOE No. 96 of 22/04/1975

5. Decreto 3025/1974, limitación de la contaminación atmosférica producida por vehículos automóviles. BOE No. 0 of 07/11/1974

6. Decreto 74/1996, por el que se aprueba el reglamento de calidad del aire. BOJA No. 30 of 07/03/1996

7. Decreto 247/2001, de 13 de noviembre, por el que se aprueba el

Reglamento de Prevención y Lucha contra los Incendios Forestales. BOJA n°. 144 de 15/12/2001

8. Orden de 21 de mayo de 2009, por la que se establecen limitaciones de usos y actividades en terrenos forestales y zonas de influencia forestal. BOJA

no. 102 of 29/05/2009

18.4. Energy:

1. Ley 25/1964, reguladora de la energía nuclear. BOE No. 107 of

04/05/1964

2. Real Decreto 1427/1997, aprueba la instrucción técnica complementaria MI-IP 03 "instalaciones petrolíferas para uso propio". BOE No.

254 of 23/10/1997

3. Real Decreto 1836/1999, reglamento sobre instalaciones nucleares y radiactivas. BOE No.