Attach 1 Specs Eng REV.pdf

PROJECT DESIGN

QUUG 19‐1000, ADD NON‐POTABLE WATER

DIST LINES TO IRRIGATION AREAS, MULTI

AT MORÓN AIR BASE, SPAIN

SPECIFICATIONS

Prepared by: Cayetano Gómez Herrero

Ingeniero Industrial – Colegiado Nº 4784

Colegio Oficial de Ingenieros Industriales de Andalucía Occidental

Reviewed by: _________________________________________________________________

Approved by: _________________________________________________________________

June 2026

LIST OF SPECIFICATIONS

DIVISION 01 GENERAL REQUIREMENTS

01 11 00 SCOPE OF WORK AND DRAWINGS 01

01 11 01 GENERAL CONDITIONS 11

01 11 02 SPECIAL CONDITIONS 45

DIVISION 02 EXISTING CONDITIONS

02 41 00 DEMOLITION 49

DIVISION 03 CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE 55

DIVISION 07 THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS 69

DIVISION 09 FINISHES

09 90 00 PAINT AND COATING 73

DIVISION 31 EARTHWORK

31 00 00 EARTHWORK 85

31 05 19 GEOTEXTILE 105

DIVISION 32 EXTERIOR IMPROVEMENTS

32 92 19 SEEDING 109

DIVISION 33 UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING 117

QUUG 19-1000

01 11 00

SECTION 01 11 00

SCOPE OF WORK AND DRAWINGS

SCOPE OF WORK: This project provides for work to complete a design for the expansion of the non-potable water distribution system to cover irrigation areas and provisions for the future connection of buildings to the non-potable water distribution system at Morón Air Base.

The construction works consist of, but are not limited to, the items indicated below, including the testing to be performed by independent laboratories for quality control:

1. Site investigation

The Contractor shall be verifying existing utility locations, within the 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 are located. Verify the elevations of existing piping, utilities, and any type of underground obstruction discovered during scanning, in locations to be traversed by piping and other work to be conducted or installed. Verify elevations before installing new utilities close to manholes or other adjacent structures.

2. CLIN´S

CLIN #1: BASE BID: AREA #1 (BRANCH LINE Nº18) + AREA #4 (BRANCH LINE

Nº15). INSTALLATIONS OF PROGRAMMERS IN EXISTING SPRINKLER

IRRIGATION SYSTEM + MODIFICATION OF NON-POTABLE WATER

SYSTEM AT POTABLE WATER TREATMENT FACILITY.

1.1 Civil works:

1. Excavations and fill for trenches utilities routing.

2. Fill vegetation area

1.2 Mechanical Works

1.2.1 Modification of non-potable water system at potable water treatment facility

1. Provide all piping and valves as indicated in the drawings for non potable water system.

1.2.2 Installations of programmers in existing sprinkler irrigation system

2.Provide hose bibb, hose connection vacuum breaker 3/4", water meter, pressure gauge, solenoid valve, programmer with solar panel as indicated in the drawings including cabinet.

1.2.3 Irrigation System area #1 branch line nº18 and Irrigation System area #4 branch line nº15

1. Provide hose bibbs with water meter, pressure gauge as indicated in the

2. Provide all piping and valves as indicated in the drawings for non potable

CLIN #2: OPTION #1: AREA #2 (BRANCH LINES 08, 09, 11, 12 (including building #302 connection manhole) and Running Track

1.Excavations and fill for trenches utilities routing.

1.2.1 Irrigation System area #2 branch line nº 08, 09, 11, 12 (including building #302 connection manhole) and running track

2. Provide hose bibbs with water meter, pressure gauge as indicated in the

3. Provide connection handhole for buildings.

CLIN #3: OPTION#2: AREA #3 (BRANCH LINES 06 AND 07)

1.2.1 Irrigation System area #3 branch line nº 06 and 07

2. Provide hose bibbs with water meter, pressure gauge as indicated in the

CLIN #4: OPTION #3: AREA #4 (BRANCH LINES 05, 15.1 AND 17. (including manhole connections for Building #208 and #202 )

1.2.1 Irrigation System area #4 branch line nº 05, 15.1 and 17. (including manhole connections for Building #208 and #202)

1. Provide all piping and valves as indicated in the drawings for non potable water system.

2. Provide hose bibbs with water meter, pressure gauge as indicated in the drawings including cabinet.

3. Provide connection handholes for buildings.

CLIN #5: OPTION #4: AREA #5 (BRANCH LINES 01, 02, 03, 04, 16 and 19)

1.2.1 Irrigation System area #5 branch line nº 01, 02, 03, 04, 16 and 19 system.

2. Provide hose bibbs with water meter, pressure gauge as indicated in the drawings including cabinet.

CLIN #6: OPTION #5: UPGRADES

1. Polyethylene pipe HDPE PN10 DN200, connection fittings and excavation and filling of trench 30m

2. Polyethylene pipe HDPE PN10 DN160, connection fittings, excavation and filling of trench 40m

3. Polyethylene pipe HDPE PN10 DN63, connection fittings and excavation and filling of trench 40m

4. Polyethylene pipe HDPE PN10 DN110, connection fittings and excavation and filling of trench 40m

5. Gate Valve Ø160mm and accessories (valve box) 2ud.

6. Gate Valve Ø110mm and accessories (valve box) 2ud

7. Gate Valve Ø63mm and accessories (valve box) 2ud

8. Road crossing (drilled) for pipe Ø160mm 10m

9. Road crossing (drilled) for pipe Ø110mm 11m

10. Cabinet type C1: Precast concrete cabinet including hose bibb, hose connection vacuum breaker 3/4",water meter Ø63mm and accessories 4ud

CLIN #7: OPTION #6: EXPANSION NPW – DISTRIBUTION OF NON-POTABLE

WATER FOR BUILDINGS #106, #110, #119, #192 AND #203

system.

2. Provide connection handholes for buildings #106, #110, #119 and #203. Existing connection manhole at building #192 to be connected to the new branch line 05.1

DRAWINGS:

PLANOS PLANO No. HOJA No.

DRAW ING DW G. No SHEET No.

HOJA TÍTULO

TITLE SHEET

GC1 08 R-869-1 1 1 1 OF 77

PLANTA GENERAL, OPC IÓN 6

GENERAL SITE PLAN, OPTION 6

GC1 07 R-869-1 0 1 0 OF 77

RUTAS DE ACCESO Y ZONAS DE ACOPIO

ACCESS ROUTES AND STOCKPILING AREAS

PLANTA GENERAL, OPC IÓN 4

GENERAL SITE PLAN, OPTION 4

GC1 06 R-869-09 9 OF 77

GC1 01

GC1 02 R-869-05

R-869-04

GI002 R-869-02 2 OF 77

GI003 R-869-03

PLANTA GENERAL, OFERTA BASE

GENERAL SITE PLAN, BASE BID

PLANTA GENERAL, ZONAS Y OPC IONES

GENERAL SITE PLAN, AREAS AND OPTIONS

DRAW INGS SCHEDULE. 2 OF 2

RELAC IÓN DE PLANOS. 1 DE 2

RELAC IÓN DE PLANOS. 2 DE 2

RELACIÓN DE PLANOS / DRAW ING SCHEDULE

TÍTULO DE HOJA / TITLE SHEET

GENERAL / GENERAL

GI001 R-869-01 1 OF 77

PLANTA GENERAL, OPC IÓN 3

GENERAL SITE PLAN, OPTION 3

GC1 05 R-869-08 8 OF 77

PLANTA GENERAL, OPC IÓN 2

GENERAL SITE PLAN, OPTION 2

GC1 04 R-869-07 7 OF 77

PLANTA GENERAL, OPC IÓN 1

GENERAL SITE PLAN, OPTION 1

GC1 03 R-869-06 6 OF 77

DRAW INGS SCHEDULE. 1 OF 2

DRAWING DWG. No SHEET No.

R-869-18

R-869-20

R-869-19

R-869-21

CIVIL / CIVIL

TÍTULO DE HOJA / TITLE SHEET

C-001 R-869-12 12 OF 77

NOTAS GENERALES, LEYENDA Y ABREVIATURAS

RELACIÓN DE PLANOS / DRAWING SCHEDULE

GENERAL NOTES, LEGEND AND ABBREVIATIONS

C-101 R-869-13 13 OF 77

PLANTA GENERAL DE DISTRIBUCIÓN DE AGUA NO POTABLE

CD401 R-869-14 14 OF 77

PLANTA AMPLIADA DE ESTADO ACTUAL Y DEMOLICIÓN DE DISTRIBUCIÓN DE AGUA NO

POTABLE. ZONA 1, RAMAL 18

ENLARGED EXISTING NON-POTABLE WATER DIST LINES CONDITIONS AND DEMOLITION SITE

PLAN. AREA 1, BRANCH LINE 18

GENERAL NON-POTABLE WATER DISTRIBUTION PLANT

ENLARGED EXISTING NON-POTABLE WATER DIST LINES CONDITIONS AND DEMOLITION SITE

PLAN. AREAS 2 AND 4, IRRIGATION PROGRAMMERS INSTALLATION

CD403 R-869-16 16 OF 77

PLANTA AMPLIADA DE ESTADO ACTUAL Y DEMOLICIÓN DE DISTRIBUCIÓN DE AGUA NO

POTABLE. ZONA 2, INSTALACIÓN DE PROGRAMADORES

R-869-15 15 OF 77

PLANTA AMPLIADA DE ESTADO ACTUAL Y DEMOLICIÓN DE DISTRIBUCIÓN DE AGUA NO

POTABLE. ZONAS 2 Y 4, INSTALACIÓN DE PROGRAMADORES

ENLARGED EXISTING NON-POTABLE WATER DIST LINES CONDITIONS AND DEMOLITION SITE

PLAN. AREA 2, IRRIGATION PROGRAMMERS INSTALLATION

CD402

ENLARGED EXISTING NON-POTABLE WATER DIST LINES CONDITIONS AND DEMOLITION SITE

PLAN. AREA 3, IRRIGATION PROGRAMMERS INSTALLATION. 1 OF 2

CD405 18 OF 77

PLANTA AMPLIADA DE ESTADO ACTUAL Y DEMOLICIÓN DE DISTRIBUCIÓN DE AGUA NO

POTABLE. ZONA 3, INSTALACIÓN DE PROGRAMADORES. 2 DE 2

ENLARGED EXISTING NON-POTABLE WATER DIST LINES CONDITIONS AND DEMOLITION SITE

PLAN. AREA 3, IRRIGATION PROGRAMMERS INSTALLATION. 2 OF 2

CD404 R-869-17 17 OF 77

PLANTA AMPLIADA DE ESTADO ACTUAL Y DEMOLICIÓN DE DISTRIBUCIÓN DE AGUA NO

POTABLE. ZONA 3, INSTALACIÓN DE PROGRAMADORES. 1 DE 2

ENLARGED EXISTING NON-POTABLE WATER DIST LINES CONDITIONS AND DEMOLITION SITE

PLAN. AREA 2, BRANCH LINES 08, 09, 11 AND RUNNING TRACK

CD407 20 OF 77

PLANTA AMPLIADA DE ESTADO ACTUAL Y DEMOLICIÓN DE DISTRIBUCIÓN DE AGUA NO

POTABLE. ZONA 2, RAMAL 12

CD406 19 OF 77

PLANTA AMPLIADA DE ESTADO ACTUAL Y DEMOLICIÓN DE DISTRIBUCIÓN DE AGUA NO

POTABLE. ZONA 2, RAMALES 08, 09, 11 Y PISTA DE ATLETISMO

ENLARGED EXISTING NON-POTABLE WATER DIST LINES CONDITIONS ANDDEMOLITION SITE

PLAN. AREA 4, BRANCH LINE 05

ENLARGED EXISTING NON-POTABLE WATER DIST LINES CONDITIONS AND DEMOLITION SITE

PLAN. AREA 2, BRANCH LINE 12

CD408 21 OF 77

PLANTA AMPLIADA DE ESTADO ACTUAL Y DEMOLICIÓN DE DISTRIBUCIÓN DE AGUA NO

POTABLE. ZONA 3, RAMALES 06 Y 07

CD410 23 OF 77

ENLARGED EXISTING NON-POTABLE WATER DIST LINES CONDITIONSAND DEMOLITION SITE

PLAN. AREA 3, BRANCH LINES 06 AND 07

CD409 22 OF 77

PLANTA AMPLIADA DE ESTADO ACTUAL Y DEMOLICIÓN DE DISTRIBUCIÓN DE AGUA NO

POTABLE. ZONA 4, RAMAL 05

R-869-22

R-869-23

CD411 24 OF 77

PLANTA AMPLIADA DE ESTADO ACTUAL Y DEMOLICIÓN DE DISTRIBUCIÓN DE AGUA NO

POTABLE. ZONA 4, RAMAL 16

R-869-24

PLANTA AMPLIADA DE ESTADO ACTUAL Y DEMOLICIÓN DE DISTRIBUCIÓN DE AGUA NO

POTABLE. ZONA 4, RAMAL 15.1

ENLARGED EXISTING NON-POTABLE WATER DIST LINES CONDITIONS AND DEMOLITION SITE

PLAN. AREA 4, BRANCH LINE 15.1

ENLARGED EXISTING NON-POTABLE WATER DIST LINES CONDITIONS AND DEMOLITION SITE

PLAN. AREA 4, BRANCH LINE 16

CP403 R-869-32 32 OF 77

R-869-41

R-869-42

CD412 25 OF 77

PLANTA AMPLIADA DE ESTADO ACTUAL Y DEMOLICIÓN DE DISTRIBUCIÓN DE AGUA NO

POTABLE. ZONA 5, RAMALES 01, 16 Y 19

R-869-25

CD413 R-869-26 26 OF 77

CD414 R-869-27 27 OF 77

ENLARGED EXTERIOR FINISHES SITE PLAN. AREAS 2 AND 4, IRRIGATION PROGRAMMERS

INSTALLATION

R-869-29 29 OF 77

PLANTA AMPLIADA DE ACABADOS EXTERIORES. ZONA 1, RAMAL 18

ENLARGED EXISTING NON-POTABLE WATER DIST LINES CONDITIONS AND DEMOLITION SITE

PLAN. AREA 5, BRANCH LINES 01, 16 AND 19

R-869-28 28 OF 77

R-869-31 31 OF 77

PLANTA AMPLIADA DE ACABADOS EXTERIORES. ZONA 2, INSTALACIÓN DE PROGRAMADORES

ENLARGED EXTERIOR FINISHES SITE PLAN. AREA 5, BRANCH LINES 01, 16 AND 19

ENLARGED EXTERIOR FINISHES SITE PLAN. AREA 1, BRACH LINE 18

CP401 R-869-30 30 OF 77

PLANTA AMPLIADA DE ACABADOS EXTERIORES. ZONAS 2 Y 4, INSTALACIÓN DE

PROGRAMADORES

ENLARGED EXTERIOR FINISHES SITE PLAN. AREA 2, BRANCH LINES 08, 09, 11 AND RUNNING

TRACK

PLANTA AMPLIADA DE ACABADOS EXTERIORES. ZONA 3, INSTALACIÓN DE PROGRAMADORES.

2 DE 2

ENLARGED EXTERIOR FINISHES SITE PLAN. AREA 2, IRRIGATION PROGRAMMERS INSTALLATION

PLANTA AMPLIADA DE ACABADOS EXTERIORES. ZONA 3, INSTALACIÓN DE PROGRAMADORES.

1 DE 2

ENLARGED EXTERIOR FINISHES SITE PLAN. AREA 3. IRRIGATION PROGRAMMERS INSTALLATION, R-869-35 35 OF 77

PLANTA AMPLIADA DE ACABADOS EXTERIORES. ZONA 2, RAMAL 12

ENLARGED EXTERIOR FINISHES SITE PLAN. AREA 3. IRRIGATION PROGRAMMERS INSTALLATION, R-869-34 34 OF 77

PLANTA AMPLIADA DE ACABADOS EXTERIORES. ZONA 2, RAMALES 08, 09, 11 Y PISTA DE

ATLETISMO

R-869-37 37 OF 77

PLANTA AMPLIADA DE ACABADOS EXTERIORES. ZONA 4, RAMAL 05

PLANTA AMPLIADA DE ACABADOS EXTERIORES. ZONA 3, RAMALES 06 Y 07

ENLARGED EXTERIOR FINISHES SITE PLAN. AREA 3, BRANCH LINES 06 AND 07

ENLARGED EXTERIOR FINISHES SITE PLAN. AREA 2, BRANCH LINE 12

R-869-36 36 OF 77

ENLARGED EXTERIOR FINISHES SITE PLAN. AREA 4, BRANCH LINE 05

R-869-38 38 OF 77

PLANTA AMPLIADA DE ACABADOS EXTERIORES. ZONA 4, RAMAL 16

ENLARGED EXTERIOR FINISHES SITE PLAN. AREA 4, BRANCH LINE 15.1

PLANTA AMPLIADA DE ACABADOS EXTERIORES. ZONA 5, RAMALES 01, 16 Y 19

PLANTA AMPLIADA DE ACABADOS EXTERIORES. ZONA 4. RAMAL 15.1

R-869-39

ENLARGED EXTERIOR FINISHES SITE PLAN. AREA 4, BRANCH LINE 16

R-869-40 40 OF 77

PLANTA AMPLIADA DE ACABADOS EXTERIORES. ZONA 5, RAMALES 02, 03 Y 04

ENLARGED EXTERIOR FINISHES SITE PLAN. AREA 5, BRANCH LINES 02, 03 AND 04

PLANTA AMPLIADA DE ESTADO ACTUAL Y DEMOLICIÓN DE DISTRIBUCIÓN DE AGUA NO

POTABLE. ZONA 4, RAMALES 05.1 Y 15.2

R-869-33

PLANTA AMPLIADA DE ESTADO ACTUAL Y DEMOLICIÓN DE DISTRIBUCIÓN DE AGUA NO

POTABLE. ZONA 3, RAMAL 10

ENLARGED EXISTING NON-POTABLE WATER DIST LINES CONDITIONS AND DEMOLITION SITE

PLAN. AREA 3, BRANCH LINE 10

ENLARGED EXISTING NON-POTABLE WATER DIST LINES CONDITIONS AND DEMOLITION SITE

PLAN. AREA 4, BRANCH LINES 05.1 AND 15.2

PLANTA AMPLIADA DE ESTADO ACTUAL Y DEMOLICIÓN DE DISTRIBUCIÓN DE AGUA NO

POTABLE. ZONA 5, RAMALES 02, 03 Y 04

ENLARGED EXISTING NON-POTABLE WATER DIST LINES CONDITIONS AND DEMOLITION SITE

PLAN. AREA 5, BRANCH LINES 02, 03 AND 04

PLANTA AMPLIADA DE ESTADO ACTUAL Y DEMOLICIÓN DE DISTRIBUCIÓN DE AGUA NO

POTABLE. ZONA 3, RAMALES 13 Y 14

ENLARGED EXISTING NON-POTABLE WATER DIST LINES CONDITIONS AND DEMOLITION SITE

PLAN. AREA 3, BRANCH LINES 13 AND 14

CD415

CD416

CP402

CP405

CP406

CP407

CP408

CP409

CP410

CP411

CP412

CP413

CP404

R-869-43

R-869-44

PLANTA AMPLIADA DE ACABADOS EXTERIORES. ZONA 3, RAMAL 10

ENLARGED EXTERIOR FINISHES SITE PLAN. AREA 3, BRANCH LINE 10

ENLARGED EXTERIOR FINISHES SITE PLAN. AREA 3, BRANCH LINES 13 AND 14

PLANTA AMPLIADA DE ACABADOS EXTERIORES. ZONA 3, RAMALES 13 Y 14

DETAILS. 1 OF 7

R-869-45 45 OF 77

PLANTA AMPLIADA DE ACABADOS EXTERIORES. ZONA 4, RAMALES 05.1 Y 15.2

ENLARGED EXTERIOR FINISHES SITE PLAN. AREA 4, BRANCH LINES 05.1 AND 15.2

C-502 R-869-47 47 OF 77

DETALLES. 2 DE 7

C-501 R-869-46 46 OF 77

DETALLES. 1 DE 7

C-504 R-869-49 49 OF 77

DETALLES. 4 DE 7

DETAILS. 2 OF 7

C-503 R-869-48 48 OF 77

DETALLES. 3 DE 7

DETAILS. 3 OF 7

DETAILS. 4 OF 7

C-505 R-869-50 50 OF 77

DETALLES. 5 DE 7

DETAILS. 5 OF 7

DETAILS. 7 OF 7

C-506 R-869-51 51 OF 77

DETALLES. 6 DE 7

C-601 R-869-53 53 OF 77

CUADRO DE ARMARIOS

DETAILS. 6 OF 7

C-507 R-869-52 52 OF 77

DETALLES. 7 DE 7

CABINET SCHEDULE

CP414

CP415

CP416

DRAWING DWG. No SHEET No.

PLANTA GENERAL DE ZONAS DE RIEGO CON PROGRAMADORES

GENERAL PLAN OF IRRIGATION AREAS WITH PROGRAMMERS

PLANTA AMPLIADA DE DISTRIBUCIÓN DE AGUA NO POTABLE. ZONA 5, RAMALES 02, 03 Y 04

MS413

MS412

ENLARGED NON-POTABLE WATER DIST LINES SITE PLAN. AREA 5, BRANCH LINE 02, 03

AND 04

R-869-70

R-869-68 68 OF 77

R-869-69 69 OF 77

MS411

PLANTA AMPLIADA DE DISTRIBUCIÓN DE AGUA NO POTABLE. ZONA 4, RAMAL 15.1

ENLARGED NON-POTABLE WATER DIST LINES SITE PLAN. AREA 4, BRANCH LINE 15.1

PLANTA AMPLIADA DE DISTRIBUCIÓN DE AGUA NO POTABLE. ZONA 5, RAMALES 01, 16 Y 19

ENLARGED NON-POTABLE WATER DIST LINES SITE PLAN. AREA 5, BRANCH LINES 01, 16 AND

R-869-67 67 OF 77MS410

R-869-66 66 OF 77

PLANTA AMPLIADA DE DISTRIBUCIÓN DE AGUA NO POTABLE. ZONA 4, RAMAL 05

ENLARGED NON-POTABLE WATER DIST LINES SITE PLAN. AREA 4, BRANCH LINE 05

PLANTA AMPLIADA DE DISTRIBUCIÓN DE AGUA NO POTABLE. ZONA 4, RAMAL 16

ENLARGED NON-POTABLE WATER DIST LINES SITE PLAN. AREA 4, BRANCH LINE 16

MS409

MS408

ENLARGED NON-POTABLE WATER DIST LINES SITE PLAN. AREA 3, BRANCH LINES 06 AND 07

R-869-65 65 OF 77

PLANTA AMPLIADA DE DISTRIBUCIÓN DE AGUA NO POTABLE. ZONA 3, RAMALES 06 Y 07

ENLARGED NON-POTABLE WATER DIST LINES SITE PLAN. AREA 2, BRANCH LINE 12

R-869-64 64 OF 77

PLANTA AMPLIADA DE DISTRIBUCIÓN DE AGUA NO POTABLE. ZONA 2, RAMAL 12

MS407

ENLARGED NON-POTABLE WATER DIST LINES SITE PLAN. AREA 2, BRANCH LINES 08, 09, 11

AND RUNNING TRACK

R-869-63 63 OF 77

PLANTA AMPLIADA DE DISTRIBUCIÓN DE AGUA NO POTABLE. ZONA 2, RAMALES 08, 09, 11 Y

PISTA DE ATLETISMO

MS406

ENLARGED NON-POTABLE WATER DIST LINES SITE PLAN. AREA 3, IRRIGATION PROGRAMMERS

INSTALLATION. 2 OF 2

R-869-62 62 OF 77

PLANTA AMPLIADA DE DISTRIBUCIÓN DE AGUA NO POTABLE. ZONA 3, INSTALACIÓN DE

PROGRAMADORES. 2 DE 2

MS405

ENLARGED NON-POTABLE WATER DIST LINES SITE PLAN. AREA 3, IRRIGATION PROGRAMMERS

INSTALLATION. 1 OF 2

R-869-61 61 OF 77

PLANTA AMPLIADA DE DISTRIBUCIÓN DE AGUA NO POTABLE. ZONA 3, INSTALACIÓN DE

PROGRAMADORES. 1 DE 2

MS404

R-869-60 60 OF 77

PLANTA AMPLIADA DE DISTRIBUCIÓN DE AGUA NO POTABLE. ZONA 2, INSTALACIÓN DE

PROGRAMADORES

ENLARGED NON-POTABLE WATER DIST LINES SITE PLAN. AREA 2, IRRIGATION PROGRAMMERS

INSTALLATION

MS403

R-869-59 59 OF 77MS402

R-869-58 58 OF 77

PLANTA AMPLIADA DE DISTRIBUCIÓN DE AGUA NO POTABLE. ZONA 1, RAMAL 18

ENLARGED NON-POTABLE WATER DIST LINES SITE PLAN. AREA 1, BRANCH LINE 18

PLANTA AMPLIADA DE DISTRIBUCIÓN DE AGUA NO POTABLE. ZONAS 2 Y 4, INSTALACIÓN DE

PROGRAMADORES

ENLARGED NON-POTABLE WATER DIST LINES SITE PLAN. AREAS 2 AND 4, IRRIGATION

PROGRAMMERS INSTALLATION

MS401

R-869-57 57 OF 77MS400

EXISTING GENERAL NON-POTABLE WATER DIST LINES SITE PLAN

R-869-55 55 OF 77

PLANTA GENERAL DE DISTRIBUCIÓN DE AGUA NO POTABLE

PLANTA AMPLIADA DE DISTRIBUCIÓN DE AGUA NO POTABLE. ZONA 5, INSTALACIÓN DE

TRATAMIENTO DE AGUA POTABLE.

ENLARGED NON-POTABLE WATER DIST LINES SITE PLAN. AREA 5, POTABLE WATER

TREATMENT FACILITY.

M-102 R-869-56 56 OF 77

M-101

M-001 R-869-54 54 OF 77

NOTAS GENERALES, LEYENDA Y ABREVIATURAS

MECÁNICA / MECHANICAL

GENERAL NOTES, LEGEND AND ABBREVIATIONS

TÍTULO DE HOJA / TITLE SHEET

RELACIÓN DE PLANOS / DRAWING SCHEDULE

*** END OF SECTION ***

SCHEDULES. 2 DE 2

R-869-77 77 OF 77

CUADROS. 2 DE 2

SCHEDULES. 1 OF 2

R-869-76 76 OF 77

CUADROS. 1 DE 2

M-603

M-602

GENERAL PIPING AND INSTRUMENTATION DIAGRAM

R-869-75 75 OF 77

DIAGRAMA GENERAL DE TUBERÍAS E INSTRUMENTACIÓN

M-601

M-501 R-869-74 74 OF 77

R-869-73 73 OF 77

PLANTA AMPLIADA DE DISTRIBUCIÓN DE AGUA NO POTABLE. ZONA 3, RAMAL 10

ENLARGED NON-POTABLE WATER DIST LINES SITE PLAN. AREA 3, BRANCH LINE 10

PLANTA AMPLIADA DE DISTRIBUCIÓN DE AGUA NO POTABLE. ZONA 4, RAMALES 05.1 Y 15.2

ENLARGED NON-POTABLE WATER DIST LINES SITE PLAN. AREA 4. BRANCH LINES 05.1 AND

15.2

MS416

MS415

R-869-71 71 OF 77MS414

PLANTA AMPLIADA DE DISTRIBUCIÓN DE AGUA NO POTABLE. ZONA 3, RAMALES 13 Y 14

ENLARGED NON-POTABLE WATER DIST LINES SITE PLAN. AREA 3, BRANCH LINES 13 AND 14

R-869-72 72 OF 77

DETAILS

DETALLES

PROJECT QUUG 19-1000

01 11 01 - 1

SECTION 01 11 01

GENERAL CONDITIONS

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

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

3. LOCATION: The work is located in 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 must be directed to Construction Management Section for PASS&ID Office processing. Once the works have finalized, the Contractor will return the permits or authorizations. Contractor is responsible to provide the required escorts as required to execute the works.

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

01 11 01 - 2

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

7. WORK CLEARANCE REQUEST:

7.1. 15 calendar days in advance, as minimum, before the commencement of the works, the Contractor shall request AF Form 103 “BCE Work Clearance Request” to Construction Management in order to obtain all the information pertaining to the current status of Base utilities.

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

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

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

8. BASE UTILITIES:

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

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

8.2. Use of Base Utilities: Water, sewage and electrical utilities may be available to the Contractor for supply to the following buildings: Offices, latrines, break rooms and laboratories.

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

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

The following utilities are available from the existing Base utilities:

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

2. Non-potable water.

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

1. Type of utility required

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

3. Utility use

4. Required consumption

5. Maximum duration

All connection and/or disconnection works of Base utilities shall be programmed between 08:30 and 16:00 hours (between 08:30 to 15:00 during the period from 15 June to 15 September) from Monday to Friday, except holidays. The utility connections and/or disconnections can be considered critical by the Government, in which case they shall be performed on the date and time most convenient to the Government, i.e. weekends and/or during nighttime hours, without additional cost to the Government. The Contractor shall be responsible for making connections and/or disconnections, conversion, transportation of Base utility to the work site, including the furnishing and installation of the mechanisms that prevent the backflow of water to the Base service (backflow preventers) and the furnishing and installation of the transformers, if required.

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

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

1. Type of affected utility

2. Type of cut to be performed

3. Maximum duration

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

01 11 01 - 4 period from 15 June to 15 September) from Monday to Friday, except holidays. The utility outages can be considered critical by the Government, in which case they shall be performed on the date and time most convenient to the Government, i.e. weekends and/or during nighttime hours, without Government cost. The Contractor shall be responsible for making the outage, including the provision and installation of devices and materials. The Contractor shall not activate or alter any control device of the Base utilities, including water, sewage and electricity. The Government shall operate said control devices. Temporary overhead connections to utility are prohibited. All systems shall be restored to their original condition prior to satisfying final contractual payments.

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

10. VEHICULAR, MACHINERY AND EQUIPMENT TRAFFIC:

10.1. Transit Control Plan: All works requiring vehicular or pedestrian traffic disruptions on the Base shall require an approved transit control plan. Said plan shall be approved at least 15 calendar days prior to carrying out said disruption. Said plan shall include:

1. Start date of the traffic disruption

2. Duration of the traffic disruption

3. Proposed alternative routes

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

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

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

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

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11. STOCKPILING:

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

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

12. CONSTRUCTION SCHEDULE:

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

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

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

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

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

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

12.6.1. Preconstruction tasks:

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

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

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

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

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

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

7. The installation of the project sign.

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

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

10. The installation of the temporary occupational safety and health signs (prohibition, mandatory, warning, help, fire prevention, danger, directional board) at the area assigned for the Contractor.

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

12.6.2. Construction tasks:

1. The construction tasks shown on the AF Form 3052, Construction Cost Estimate Breakdown, including testing, curing time and the submission of the

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

12.6.3. Finish tasks:

1. Required testing.

2. Commissioning.

3. Pre-final inspection, including the request.

4. Correction of deficiencies.

5. Final inspection, including the request.

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

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

8. Final cleaning.

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

10. The removal of the project sign.

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

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

13. The removal of the portable/modular buildings.

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

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

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

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

18. Preparation and transmittal of the spatial data submittal.

19. Preparation and transmittal of the warranty letter submittal.

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

21. Approval of the submittals.

22. Project closeout.

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

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

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

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

14. PROGRESS REPORT (AF Form 3065): Every 30 calendar days progress report to be submitted to Construction Management Office in accordance with previously submitted Progress Schedule AF Form 3064. If the Contractor fails to submit a progress report of the works within the established period, the Contracting Officer may withhold the approval of the progress payments until the Contractor submits the required progress schedule. No work items will be considered 100% complete until approval of preconstruction and final submittals required. For each individual project Contracting Officer will determine the maximum percentage of work complete without preconstruction and final submittals required.

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15. WORK PLAN

15.1 The Contractor shall submit a Work Plan within 7 calendar days after the Construction Phase starting date. The Work Plan shall present the construction activities planned to take place. The Work Plan shall be prepared in coordination with the Health and Safety Plan and the Quality Control Plan and shall contain the following:

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

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

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

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

1. Location and area of the work site.

2. Location and area of the offices.

3. Location and area of the parking area.

4. Location and area of the material storage areas.

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

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

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

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

The Contractor shall not start the installation of the fencing and mesh until the plan is approved in writing by the Contracting Officer or authorized representative. The responsibility of providing, 01 11 01 - 10 erecting, keeping and removing all the fences and meshes shall be solely the Contractor. The Contractor shall replace or repair, within the following 24 hours or as determined by the Contracting Officer or authorized representative, all fence or mesh sections that have been damaged or deteriorated. Once the works have been finalized, the Contractor shall remove the fences and meshes.

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

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

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

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

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

17. PROJECT SIGN: Within 15 calendar days after the Construction Phase starting date, the Contractor shall install an identifying work/project sign in accordance with Figure 1 or Figure 2 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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18. QUALITY CONTROL PLAN: Within 15 calendar days after the Construction Phase starting date and after the approval of the Work Plan, the Contractor shall submit for its approval a complete Quality Control Plan in English and Spanish which may be consulted by the workers at the Contractor's offices at the site.

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

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

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

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

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4. Inspection types to be performed. The Contractor shall fully develop a Program of Points Inspection (PPI) covering all types of works involved in the project. Development of the PPI shall be based in any and all of the following documents:

a. Project drawings and specifications.

b. Applicable regulations, standards and industry codes.

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

d. Manufacturer’s recommendations.

The type and number of Inspection Points (IP) shall be the required to obtain an acceptable level of inspection for achieving the best quality results. The Contracting Officer or authorized representative shall evaluate if the type and number of Inspection Points are sufficient to obtain the acceptable quality level.

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

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

a. Description of the IP

b. Applicable documents

c. Type and frequency of inspection

d. Lot applied for the inspection

e. Responsible of the performed inspection

f. Inspection result

g. Date of inspection

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

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i. Information about pass/rejection criteria for the IP

j. Other.

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

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

9. Material Testing: Submit the name and qualifications of the testing agency or laboratory planned for testing. All test reports shall be submitted in time for review and approval. The work activity related to these tests can only be continued when the test report has been approved. If any test report fails, the following work activities shall not be executed until after the fault has been corrected. The Contractor shall be responsible for checking that all reports are reviewed by him and taking the necessary actions to resolve any failed test.

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

These daily reports shall be kept at the work site and shall be available for review at all times. A copy of the daily reports performed from Monday to Friday (or Sunday if the Contractor works during the weekend) shall be submitted weekly to Construction Management. The daily report shall include, at least, the following:

a. Inspection date

b. Weather conditions

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

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

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

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f. Inspection and acceptance of the materials and workmanship.

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

h. Any field change or modification approved by the Contracting Officer.

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

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

2. YYYYYY stands for the project number

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

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

5. VV stands for the 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 day of the weekly period (Friday or Sunday)

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

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

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

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19. LABORATORY TESTING:

19.1. Laboratory: All sampling and testing shall be performed by an approved laboratory, independent from the Contractor, that is accredited in accordance with a current la UNE-EN ISO 9001:2015 and UNE-EN ISO/IEC 17025 and registered by Junta de Andalucía for the following tests.

The laboratory shall be the responsible to perform the entire quality control of the project, shall be as a consultant and shall provide the technical assistance that can be required.

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

20. PRE-FINAL AND FINAL INSPECTIONS: The pre-final and final inspections shall be conducted jointly with the Contractor, the Government inspector and a representative of the Contracting Office. The Contractor shall request a pre-final inspection once the works are completed in accordance with the inspector's judgement. After the solving of all the discrepancies found during the pre-final inspection, if any, the Contractor shall request a final inspection. All punch list items must have been completely fixed before final acceptance of the project works.

The Contractor shall request to Construction Management the pre-final or final inspection at least 15 calendar days in advance of the desired date.

21. WORKDAY:

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

21.2. Special Working Hours: If the Contractor wishes to work outside the normal working hours, on Saturdays, Sundays or holidays, he shall submit a request to the Contracting Officer with at least 10…