itp

CONSTRUCTION OF BACHELOR QUARTERS MTD,AVIATION, AND 5 SCHOOLS P FACILITY 1,2,3,4 AL-KHAFJI

item no

Contractor:

INSPECTION & TEST PLAN INSTALLATION OF CONC. MASONRY UNIT MAU Contract No:HQ807 PC 09

Process Description

Inspection And Test Point

1.0 Material Control 1.1. Approval for Concrete Block

Applicable Code or Standard 09-SAMSS-018

Acceptance Criteria Proj.Spec. 04300

1.2 Check staging area sizes and loadbearing schedule of concrete masonry blocks 2.0

Pre Mixing Delsgn mix ofmortar/grout mixses

2.1

Approval to desingmix of mortar / grout mixes

Approval of premarkation ( Layout Plan) prior to Pre Markation for start of any wall masonary units 3.0 Masanory Unit 4.0

5.0

Application

4.1 Check surfaces of flooring and wall to receive the work of any defects

Dis

" ASTM-C-270 ASTM-C-476 ASTM-C-90 KJO Spec.

"

KJO Spec.

"

SAES-M-100

"

4.2 Check masonry installed aligned bond pattern and finish acceptable

"

4.3 Check reinforcement bars placed in accordance with the construction drawing and specification

"

4.4 Check pre-fabricated elements and wall ties installed in accordance with the specification

"

4.5 Check placement of concrate mortar on required masonry block 4.6 Check levelnes and plumbness of block laying 4.7 Masonry block cells filled with grout and acceptable 4.8 Extra mortar to be cleaned 4.9 Clean concrete surfaces of foreign matter with clean water 4.10 Check thickness of scratch brown and finish coats for external walls 4.11 Practicable cured finish coat must be moisten SAES-Q-001 for a min period of 48 hours. 5.1 Work must be completed prlor to handover to next work Must have variation of true flatness (3mm " in 3mtr)

I = Inspect or perform work WI= 100% witness

W = Random if inspector did not show proceed

R= Review / Approve records document

S=Survellance

H= Hold point

" " " " " " " "

RFI= Issuued for H &


İtem No

INSPECTION & TEST PLAN CONCRETE STRUCTURE Contractor: MAU Contract No:HQ807 PC 09 Process Description İnspection and Test Point

3.0

Placement Pouring of concrete

3.1 Check truck ticket required mix desing slump end time intervals

Dis Applicable Code or Standard A) SAES-Q001 Section 13.0 Section 8.0/ ACI 301-304 318 B)ASTMC-94 10.7 KJO Spec.

A)SAES-Q3.2 Conduct slump test conc. Temperature reading 001 Section and sampling for compressive stregth test 6 samples 18.0/ for every 50 cu.m KJO Spec. 3.3 Check method of placament and movement of concrate 3.4 Check finishes of formed surfaces

4.0

4.1 Check methot of wet curing by placing wet purlab over the precitable drled concrate and coninously wet for atleast 7 days or as approved by Concrete Curing clent KJO/SCEC repsentative

5.1 Bearn sides form columns and walls can only Form Dismantling be removed al the min of 24 hours Bearn soffits 5.0 slabs that required support can only be removed Aftercuring after attalning 70% of desing strenght 5.2 Surfece repair should be done Immedlatey 6.1 After Practicable curing and befors backfill apply two coats of cols tar or bitumen casting on 6.0 Protective Coating surfacesof concrate directly exposed to earth

7.0 Work Acceptence

7.1 All work must be completed prior to hand over to next work

A)SAES-QC01 section 8,0/ KJO Spec. KJO Spec.

Acceptance Criteria

Spec sec03300

Pfoj. Spec. Sec. 03300

Spec sec03300

A) SAE8-Q001 section 10.0 ACI 308 Section 3.2.2 ACI 305 R/ KJO Spec

"

A) SAES Q001 section 8.0 KJO Spec.

"

ACI 503.2 KJO Spec.

"

A) SAES-Q001 section 12.0/ KJO Spec.

"

N/A

"


W2 = Random if inspector did not show proceed


S=Survellance

H= Hold point



item no

INSPECTION & TEST PLAN Contractor: MAU Contract No:HQ807 PC 09 Process Description

CONCRETE STRUCTURE

Inspection and Test Point

Dis Applicable Code or Standard

Acceptance Criteria

1.1 FBE coated reinforcements are shipped and 1.0 Material Control stored properly

Proj.specs SAES-Q-001 03210 Appendix-A/ Proj.specs KJO Spec. 03200

1.2 Cheek embedded iterns - Pipings, Sleeves, Anchors ect

SAES-Q-001 Proj.specs Section 8/ 03300 KJO Spec.

1.3 Check plywood and lumber misc etc

SAES- Q-401 Proj.specs Section 9/ 03100 KJO Spec.

1.4

SAES-Q-001 Section 5.0 Section 18/ KJO Spec.

Spec.Sec03300

2.1 CheckIns installed reinforcements as per drawing dimension and size and FBE costings spacers

SAES-Q-001 Appendix-A/ KJO Spec.

Spec .Sec03210 IFC drawing

2.2 Check embedded materials in proper location and anchorage

SAES-Q-001 Section 5.0 SAES-Q-005 Section 4.6/ KJO Spec.

2.3

SAES-Q-00I/ KJO Spec.

Spec sec03300

SAES-Q-O01 2.4 Cheek fromworks layout dimensions elevations Section 9.0. and check support bracings KJO Spec.

Spec Sec O3100 & 01051 IFC drawings Approved shop dwg

SAES-Q-001 2.5 Check plasticized vapour barrier installation and Section 12.0 lappings KJO Spec.

Spec Sec03300

2.0

Pre-pouing inspection

Approved desing mix of concrete

Check in the coating of the embedded items




S=Survellance

H= Hold point



item no


CONCRETE BLINDING

Approved design mix concrete

1.0 Material control

2.0

Applicable Code or Standard

Inspection and Test Point 1.1

Pre pouring inspection

Dis

2.1 Verify FDT results to salisfy compaction requirements

SAES-Q-OO1 Section 5.0 Tech,.specs Section 16 - 3300 KJO Spec. 1) SAES-M001/ SAES-A114/KJO Spec.

2.2 Check formworks layout dimensions and bracings 2.3 Check alevations by ınstruments

1) SAES-Q001/ ASTMC94 KJO Spec.

Specifiation 3.2 Conduct slump test concrete temperature reading and random sampling for comporasive test SAES-Q-001/ 09-SAMSS4 samples for every 50 cu M. 097 KJO Spec. 3.3 Check method of placement and movernent of SAES-QO01 section concrete 10/ KJO Spec. Concrate curing 4.1 Check method of of wet curing for at least two SAES-Q-0010 2 days 4.0 setion 10/ KJO Spec. 5.0

Work Acceptance 5.1 All work must be completed hand acceptable prior to and over to next work

I = Inspect or perform work

WI= 100% witness


.Specs 02210

"

"

3.1 Check truck ticket for required mix design slump and time intervals Placement 3.0 pouring concrete

Acceptance Criteria

N/A

Proj.specs 03100 & 01051 Stuructural Drawing Specification sect.03300

"

"

" "

W2 = Random if inspector did not show proceed S=Survellance

H= Hold point


CONSTRUCTION OF BACHELOR QUARTERS MTD,AVIATION, AND 5 SCHOOLS PACK FACILITY 1,2,3,4 AL-KHAFJI

item no

INSPECTION & TEST PLAN Contractor: MAU Contract No:HQ807 PC 09 Procest Description

BACKFILLING & COMPACTION



Acceptance Criteria

1.1 Area Preparation 1.1

Cleaning and removing of all organic matters

SAES-A-114/ KJO Spec.

Cont Spec Sec 02210

2.0

Soil test

SAES-M-100 SAES-A-114/ KJO Spec.

"

3.1 Density test 4.1 Visual/ grade line check by instrument

"

"

"

"

4.2 Level and elevation of backfill check by instrument 5.1 Repair of settlement and working of graded area

" "

" "

"

"

Filling material 2.1

3.0 Compaction test Grade shape and 4.0 slope 5.0 Document and 6.0 drawing for quality record

6,1 Filed documents and drawings for record

I = Inspect or perform work WI= 100% witness R= Review / Approve records document

W2 = Random if inspector did not show proceed S=Survellance

H= Hold point



item no


EXCAVATION

Inspection end Test Point


1.0 Excevation layout 2.0

1,1

denficication of lines level and catum by the use ofinstruments

Location and 2.1 Visual functional projection ofutilties

3.0 Excevation sloping shoring or 3.1 benching 4.0 Size and depth of excevation prepare 4.1 bottom of excevation 5.0 Max dry densty 5.1 value of material

Proj.specs SAES-M-100

sec 02210

SAES-A-114

Visual functional

SAES-A-114

Measurement and level instrument SAES-M-100 SAES-A-114

Soil test

6.0

SAES-M-100 SAES-A-114 ASTM-D-698

Compection test 6.1 Densty test 7.0Finish final inspection7.1 8.0 Documents and drawings for 8.1 quality record

Acceptance Criteria

Visual grade line check by instrument Filed documents and drawing for record




S=Survellance

H= Hold point



item no

INSPECTION & TEST PLAN Contractor: MAU Contract No:HQ807 PC 09

1.0

2.0

Process Description

TERMITE CONTROL


Disci Applicable Code or Standard

Acceptance Criteria

1,1 Terminte control spray chemical shall be Tech. Spec. approved material see proj.specfication.Rewivew the KJO/ARAMCO Sec-02281 Material Control material data sheets and Standards manufacturer'recommendation

Application & inspection

2,0 Examine the chemical dosage and material storage prior to spray or application on site 2,1 Termite spray must be as per manufactuer'sinstruction & the areas of application as agreed with KJO / SCEC representalive

"

"

"

"

2.2 Check approval FDT and utility clearance prior to application.

"

"

3.0 Protection shall be done as per the manufactuer's procedure after the spray to keep the effect terminte control chemical undistrubed

"

"




S=Survellance

H= Hold point


TION, AND 5 SCHOOLS PACKAGE AFJI

Y UNIT

Rev.00 Discipline:

ITP-C-O05 CIVIL

Quality Record or MAU/QC SCEC KJO Third Verfying Document Inspector lnsp OA/QC party

R/S

R/S

R/S

S

S

S

I

S/R

R

I

W

S

I

I

S

I

w

S

I

S

S

I

S

S

I

S

S

I

S

S

W

W/S

S

I

S

S

I

S

S

I

W

S

I

S

S

I

H

S/R

Approved shop drawings

ceed RFI= Issuued for H & W only

TION, AND 5 SCHOOLS PACKAGE HAFJI Rev.00 Discipline: Quality Record or MAU QC Verifying Inspector Document

ITP-C-004 CIVIL SCEC KJO Third Insp. QA/QC party

Laboratory record

S/R

W/R

S

I

A)Flaid test record B)Laboratory record

I

W

S

l

MAU-C-C04

I

W

S

I

S

S

I

S/R

S

I

W

S

I

W

S

I

H/R

H/R

Visual Insp.followed by shop drawings

oceed RFI= Issuued for H & W only

. I

TION, AND 5 SCHOOLS PACKAGE HAFJI

RE

ITP-C-004 CIVIL

Rev.00

Discipline:

Quality Record or MAU QC SCEC KJO Third Verifying inspector Insp QA/QC party Document A) MAU-C-004 B) Visual

I

W

S

Check Approved shop drawings & visual inspection

I

H

S

I

S/R

S

A) Trial mix record B) Cillents approval

I

W/R

R/H

A) MAU-C-004 B) Visual

I

H

S

A)MAU-C-C04 B) visual report of electrical mechanical ,telecom.inspection

I

H .

S

A) MAU-C-004

I

H

S

I

H

S

I

W

S

"

A) MAU-C-004 B) Supplier certificate


I

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TION, AND 5 SCHOOLS PACKAGE HAFJI Rev.00 Discipline:

ITP-C-003 CIVIL

Quality Record or MAU QC SCEC KJO Third Verifying Inspector tnsp QA/QC party Document A) Trial mix record B) Clients approval

R

R

R

I

laboratory test Sheet

I

W

S

I

I

W

S

I

W

S

A) Suplier truck ticket B) MAU-C-003

I

S/R

S/R

I

A) Field test record B)laboratory test sheet

I

S

S

I

I

W

S

I

S

S

I

S

S

Checked approved shop drawings supplier

1) MAU-C-003

1) MAU-C-003

1) MAU-C-003

proceed RFI= Issuued for H & W only

ON, AND 5 SCHOOLS PACKAGE HAFJI

MPACTION

Rev.00 Discipline:

ITP-C-002 CIVIL

Quality Record or MAU QC SCEC KJO Third Verifying Inspector insp QA/QC party Document MAU-C-003

W

W

S

Lab form

I

W//R

S

I

Lab form

I

WR

S

I

Survey data

I

S/R

S

I I

W W

S S

I

R

S

MAU-C-003 MAU-C-003

roceed RFI= Issuued for H & W only

ON, AND 5 SCHOOLS PACKAGE HAFJI Rev.00 Discipline:

ITP-C-001 CIVIL

Quality Record or MAUQC SCEC KJO Third Verifying Inspector Insp QA/QC party Document Survey data

I

S/R

R

MAU-C-COI

I

S

S

MAU-C-001

I

S

S

MAU-C-O01

I

R

S

Lap.test sheet

I

R

R

Lap.test sheet

I

Wl

S

Survey data

I

W

S

S

R

R


I

ON, AND 5 SCHOOLS PACKAGE KHAFJI Rev.00 Discipline:

ITP-C-024 CIVIL

Quality Record or MAU QC SCEC KJO Third Document Inspector ln«p OA/QC party MAU-C-024 R

R

R

"

Wl

S

S

"

H

H

S

R/W

W

S

S

S

S

AS per approved utility shop drawings "


S

CONSTRUCTION OF BACHELOR QUARTERS MTD,AVIATION, AND 5 SCHOOLS PACKAGE FACILITY 1,2,3,4 AL-KHAFJI INSPECTION & TEST PLAN INSTALLATION OF CONC. MASONRY UNIT item no

Contractor:

Process Description

1.0

Material Control

MAU Contract No:HQ807 PC 09

Inspection And Test Point 1.1. Approval for Concrete Block

Discipline: Applicable Code or Standard

Acceptance Criteria

09-SAMSS-016. Pro Specs Sec 04200

Quality Record or Verfying Document QR-C-005

1.2 Checkstaging area sizes and loadbearing schdule of concrete masonry blooks 2.0

Pre Mixing Delsgn mix ofmortar/grout mixses

3.0

Application

2.1

Approval to desingmix of mortar / grout mixes

3.1 Check surfaces of flooring and wall to recelve the work of any defects 3.2 Check masonry installedalignedbond pattern andfinish acceptable 3.3 Checkreinforcement bers placed in accordance with theconstruction drawingand specification 3.4 Check pre-fabricatedelements and wall tiesinstalled in accordance with the specification

ASTM-C-270 ASTM-C-476 SAES-M-100

3.5 Check placement of concrate mortar on requiredmasonry block 3.6 Check level nes and plumbness of block laying 3.7

Masonry block cells filled with grout and acceptable

3.8

Extra mortar to be cleaned

3.9

Clean concrete surfaces of forelgn matter with clean water

3.10 Check thickness of scratch brown andfinish coatsfor external walls 4.1 Practicable cured finish coat must be molsten for a min period of 48 hours. 5.1 Worg must be completedprlor to handover to next work Must have varlation of trus flatness (3mm in 3mtr)

4.0

SAES-Q-001

CONSTRUCTION OF BACHELOR QUARTERS MTD,AVIATION, AND 5 SCHOOLS PACKAGE FACILITY 1,2,3,4 AL-KHAFJI INSPECTION & TEST PLAN İtem No

Contractor:

CONCRETE STRUCTURE


Discipline:

Process Description

3.0 PlacementPouring of concrete

İnspection and Test Point

5.0 Form Dismantling Aftercuring

8.0 Protective Coating 7.0 Work Acceptence

Quality Record or Verifying Document

3.1 Check truck ticket requiredmix desing slump end time intervals A) SAES-Q-001 Spec sec-03300 laboratory record Section 13.0 Section 8.0 C)ASTMC-94 3.2 Conduct slump test conc. Temperature reading and sampling b)SAES-Q- 001 Pfoj. Spec. Sec. 03300 A)Flaid test record for compressive stregth test 4 samples for every 75 cu.M Section 18.0 B)Laboratory record 3.3 Check method of placament and movement of concrate

4.0 Concrete Curing

Applicable Code Acceptance Criteria or Standard

4.1 Check methot o fwet curing by placing wet purlab over the precitable drled concrate and coninously wet for atleast 7 days or as approved by clent AGOC repsentative 5.1 Bearn sides form columns and walls can only be removed al the min of 24 hours Bearn soffits slabs that required support can only be removed after attalning 70% of desing strenght 5.2 Surfece repair should be done Immedlatey

a)SAES-Q-C01 section 8,0 a) SAE8-Q-001 section 10.0 a) SAES Q-001 section 8.0

6.1 After Practicable curing and befors backfill apply twocoats of b) SAES-Q-001 cols tar or bitumen casting on surfacesof concrate directly exposed section 12.0 7.1 All work must be completed prior to hand over to next work N/A

QR-C-C04

CONSTRUCTION OF BACHELOR QUARTERS MTD,AVIATION, AND 5 SCHOOLS PACKAGE FACILITY 1,2,3,4 AL-KHAFJI INSPECTION & TEST PLAN item no

Contractor:

1

Process Description Material Control

CONCRETE STRUCTURE

MAU Contract No:HQ807 PC 09 Inspection and Test Point

1.1

FBE coated reinforcements are shipped and stored property

1.2

Cheek embedded iterns - Pipings, Sleeves, Anchors ect

1.3 Check plywood andlumber misc etc 1.4 2.0

Pre-peuing inspection

Approved desing mix of concrete

2.1 CheckIns installed reinforcements as per drawing dimension and size and FBE costings spacers 2.2 Check embedded materials in proper location and anchorage

2.3

Check in the coaliting of the embedded items

Olaclplina: Applicable Coda or Standard SAES-Q-001 Appendix-A SAES-Q-001 Section 8 SAES- Q-401 Section 9 SAES-Q-001 Section 5.0 Section 18 SAES-Q-001 Appendix-A SAES-Q-001 Section 5.0 SAES-Q-005 Section 4.6

Acceptance Criteria Proj.specs - 03210 Proj.specs - 03200

Quality Record or Verifying Document A) QR-C-004 B) Visual

Proj.specs - 03300 Proj.specs - 03100 A) Trial mix record B) Cillents approval Spec .Sec-03210 IFC A) QR-C-004 drawing B) Visual A)6R-C-C04 B) visual report of electrical mechanical inspection Spec.Sec-03300

SAES-Q-00I

Spec sec03300

2.4 Cheek fromworks layout dimensions elevations and check support bracings

SAES-Q-O01 Section 9.0.

Spec Sec O3100 & 01051 IFC drawings Approved shop dwg

2.5 Check plasticized vapour barrier installation and lappings

SAES-Q-001 Section 12.0

Spec Sec-03300

A) QR-C-004

A) QR-C-004 B) Suppler cartificate


Contractor: Process Description

CONCRETE BLINDING

MAU Contract No:HQ807 PC 09 Inspection and Test Point

1.0

material control

1.1

Approved desing mix concrete

2.0

Pre pourning ispection

2.1

Verify FDT results to salisfy compaction requiremnist

Discipline: CO o T7

SAES-Q-OOI Section 5.0 Section 16 1) SAES-M-001/ SAES-A-114

Acceptance Criteria Proj.specs - 3300 Proj.specs 02210

2,2 Check formworks layout dimensions and bracings 2.3 Check alevations by ınstruments 3.0 placement pourling cocrate 3.1 Check truck licket for required mix desing slump and time intervals

4.0

concrate curing

5.0

work Acceptance

Quality Record or Verifying Document A) Trial mix record B) Cillents approval laboratory record 1} QR-C-003

Proj.specs - 03100 &01051 IFC Drawing 1) SAES-Q-001/ specification b) ASTM-C94 sect.03300

A) Supper truck ticket B) QR-C-003

3.2 Conduct slump test concrete temperature reading and random sempling for comporasive test 4 samples for every 75 cu M.

specifiation SAES-Q-001

A) Field test record B)laboratory test sheet

3.3 Check method of placement and movernent of concrete

SAES-QO01 section 10 SAES-Q-0010 setion 10

1} QR-C-003

N/A

1} QR-C-003

4.1

Check method of of wat curing for at least two 2 days

5.1 All work must be complated hand accepttable prior to hand over to next work

1} QR-C-003

CONSTRUCTION OF BACHELOR QUARTERS MTD,AVIATION, AND 5 SCHOOLS PACKAGE FACILITY 1,2,3,4 AL-KHAFJI INSPECTION & TEST PLAN BACKFILLING & COMPACTION item no

Contractor:


Discipline:


Procest Description


Acceptance Criteria Cont Spec Sec 02210

1.1 Area Propation

1.1

Cleaning and removing of all organic matters

SAES-A-114

2.0 Filling material

2.1

soll test

SAES-M-100 SAES-A-114

3.0

3.1

densty test

4.0 grade shape slope

4.1 Virsual/ grade line check by instrument

Quality Record or Verifying Document QR-C-002 lab form lab form survey data

4.2 level and elevation of backfill check by ınstrument 5.0

5.1 visual

QR-C-002

6.0 document and drawing for quality record

6,1 Filed documents and drawings for record

QC-C-002


Contractor:

EXCAVATION


Process Description

1.0 excevation layout

Discipline: Inspection end Test Point Applicable Code or Standard

1,1

denficication of lines level and catum by the use ofinstruments

2.0 location andprojectionofutilties 2.1 Visual functional 3.0 excevation sloping shoring 3.1 Visual functional or benching 4.0 size and depth of excevation 4.1 measurement and level instrument prepare bottom of 5.0 max dry densty value of 5.1 soil test material 6.0 compection test 6.1 densty test 7.0 finish final inspection

7.1

8.0 documents and drawings for 8.1 quality record

Visual grade line check by instrument filed documents and drawing for record

SAES-M-100

Acceptance Criteria

Proj.specs sec 02210

Quality Record or Verifying Document survet data

SAES-A-114

QR-C-COI

SAES-A-114

QR-C-001 QR-C-O01

SAES-M-100 SAES-A-114 SAES-M-100 SAES-A-114 ASTM-D-698

lap.test sheet lap.test sheet Survey data

CONSTRUCTION OF BACHELOR QUARTERS MTD,AVIATION, AND 5 SCHOOLS PACKAGE FACILITY 1,2,3,4 AL-KHAFJI INSPECTION & TEST PUN item no

Contractor:

1.0

Process Description

material control

2.0 Application & inspection

TERMITE CONTROL MAU Contract No:HQ807 PC 09 Inspection and Test Point

Discipline: Applicable Code Acceptance Criteria or Standard

1,1 Terminte control spray chemical shall be 4 to dursban product of AGOC'S standard Proj Spech SecDOW chemicals se per proj.specfication.Rewivew the material data 02261 sheets andmanufacturer'recommendation 2,0 examine the chemical closage and material storage prior to spray or application on site 2,1 termite spray must be as per manufactuer'sinstruction & the aress of application as agreed with AGOC'S representalive 2.2 protection shall be done as per the manufactuer's proceture after the spray to keep the effect terminte control chemicalundistrubed

Quality Record or Document

QR-C-024

SCHOOLS PACKAGE

Rev.00

ITP-C-O05

pline:

CIVIL CCE/QC Inspector

SCEC lnsp

KJO OA/QC

R/S

R/S

R/S

S

S

S

I

S/R

R

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I

S

I

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S

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S

S

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W/S

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W

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H

S/R

Third party

SCHOOLS PACKAGE

Rev.00

ITP-C-004 CIVIL

CCEOC Inspector

SCEC Irvsp

KJO QA/QC

Third party

S/R

W/R

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W

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I

W

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S

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S/R

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H/R

H/R

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SCHOOLS PACKAGE

Rev.00

ITP-C-O04

plina:

CIVIL CCE QC inspector

SCEC Insp

KJO QA/QC

Third party

I

W

S

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I

H

S

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S/R

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W/R

R/H

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s

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H .

s

I

H

s

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H

s

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s

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SCHOOLS PACKAGE

ITP-c-003

Rev.00

pline:

CIVIL CCEQC Inspector

SCEC tnsp

KJO QA/QC

Third party

R

R

R

I

I

W

S

I

W

S

I

W

S

I

S/R

S/R

I

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S

S

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I

W

S

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S

I

S

S

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SCHOOLS PACKAGE

Rev.00

ITP-C-O02

Discipline:

CIVIL

CCE QC SCEC Inspector

insp

KJO QA/QC

Third party

W

W

S

I

W//R

S

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I

WR

S

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S/R

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W

S

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W

S

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R

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SCHOOLS PACKAGE

Rev.00

ITP-C-001

pline:


SCEC Insp

KJO QA/QC

I

S/R

R

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S

S

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S

S

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R

S

I

R

R

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Wl

S

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W

S

S

R

R

Third party

I

SCHOOLS PACKAGE

Rev.00

ITP-C-024

ine:


SCEC ln«p

KJO OA/QC

R

R

R

Wl

S

S

H

H

S

S

S

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Thir d part y

CONSTRUCTION OF BACHELOR QUARTERS MTD,AVIATION, AND 5 SCHOOLS PAC FACILITY 1,2,3,4 AL-KHAFJI

item no

Contractor:


Process Description



Discip

Acceptance Criteria


WI= 100% witness


R= Review / Approve records documen

S=Survellance

H= Hold point

RFI= Issuued for H & W only


İtem No

INSPECTION & TEST PLAN CONCRETE STRUCTURE Contractor: MAU Contract No:HQ807 PC 09 Process Description İnspection and Test Point


Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point


CONSTRUCTION OF BACHELOR QUARTERS MTD,AVIATION, AND 5 SCHOOLS PAC FACILITY 1,2,3,4 AL-KHAFJI INSPECTION & TEST PLAN CONCRETE STRUCTURE Contractor: MAU Contract No:HQ807 PC 09

Discip

item no

Process Description


Applicable Coda or Standard

Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no

INSPECTION & TEST PLAN CONCRETE BLINDING Contractor: MAU Contract No:HQ807 PC 09 Process Description


Discip CO o T7

Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point


CONSTRUCTION OF BACHELOR QUARTERS MTD,AVIATION, AND 5 SCHOOLS PACKAG FACILITY 1,2,3,4 AL-KHAFJI

item no

INSPECTION & TEST PLAN BACKFILLING & COMPACTION Contractor: MAU Contract No:HQ807 PC 09 Procest Description


D Applicable Code or Standard

Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no

INSPECTION & TEST PLAN EXCAVATION Contractor: MAU Contract No:HQ807 PC 09 Process Description


Discipl Applicable Code or Standard

Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no

INSPECTION & TEST PLAN TERMITE CONTROL Contractor: MAU Contract No:HQ807 PC 09 Process Description


Disciplin Applicable Code or Standard

Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point


ATION, AND 5 SCHOOLS PACKAGE HAFJI

NRY UNIT

Rev.00 Discipline:

ITP-C-O05 CIVIL

Quality Record or CCE/QC SCEC KJO Third Verfying Document Inspector lnsp OA/QC party

ector did not show proceed


ATION, AND 5 SCHOOLS PACKAGE KHAFJI Rev.00 Discipline: Quality Record or CCEOC Verifying Inspector Document

ITP-C-004 CIVIL SCEC KJO Third Irvsp QA/QC party



ATION, AND 5 SCHOOLS PACKAGE KHAFJI Rev.00

Discipline:

ITP-C-O04

CIVIL

Quality Record or CCE QC SCEC KJO Third Verifying inspector Insp QA/QC party Document



ATION, AND 5 SCHOOLS PACKAGE -KHAFJI Rev.00 ITP-c-003 Discipline: CIVIL Quality Record or CCEQC SCEC KJO Third Verifying Inspector tnsp QA/QC party Document



TION, AND 5 SCHOOLS PACKAGE KHAFJI Rev.00 Discipline:

ITP-C-O02 CIVIL

Quality Record or CCE QC SCEC KJO Third Verifying Inspector insp QA/QC party Document



TION, AND 5 SCHOOLS PACKAGE -KHAFJI Rev.00 Discipline:

ITP-C-001 CIVIL

Quality Record or CCEQC SCEC KJO Third Verifying Inspector Insp QA/QC party Document




ITP-C-024 CIVIL

Quality Record or CCEQC SCEC KJO Third Document Inspector ln«p OA/QC party



CONSTRUCTION OF BACHELOR QUARTERS MTD,AVIATION, AND 5 SCHOOLS FACILITY 1,2,3,4 AL-KHAFJI

item no

INSPECTION & TEST PLAN RESILIENT FLOORING Contractor: MAU Contract No:HQ807 PC 09 Process Description

1

Material

2

Installation



1.1 Check that material to be used is approved

SAES M-100

2.1 Check that area is clean prior to commencment of works.

"

2.2 Check that floor is smooth,leveled with no cracks or holes

"

2.3 Check that adhesive is properly spread and tile relaid firmly.

"

2.4 Check that joints and seam are parallel to building line and floor is termianted at center of door opening where adjacent floor finish is disimilar

FS-L-F-475A

2.5 Ensure that metal edge strip is instatled at unprotected or exposed edges.

"

2.6 Ensure at movable partitions,flooring is installed under partitions without interrupting floor pattern.

"

2.7 Base joints shall be tight and vertical.

"

2.8 Ensure stair treads and risers are instelled in one piece of full width end dept.

"

2.9 Check final and complate installation

"


WI= 100% witness



S=Survellance

H= Hold point



İtem No


1.0

Material

2.0

Pre-Placing

ASPHALTIC CONCRETE

İnspection and Test Point 1.1 Check that primer coat tack coat and asphalt mix design are approved.

D Applicable Code or Standard SAES -G -006/ KJO Spec.

2.1 Check that subbase material is compacted and accepted

"

2.2 Check that surface is to the correct elevation, clean from duet and loose material.

"

2.3 Check that primer coat has been applied properly and cured at least 24 Hrs.

"

2.4 Check that menholes frames and covers are in correct elavation

"

3.1 Check the asphalt mix is as required and 3.0 Asphalt Placing approved

SAES -G -006/ KJO Spec.

3.2 Check temperature of the paving mixture is within specified limits.

"

3.3 Check paving mixture uniformly of aggregates bituminous content and not over heated.

"

3.4 Check placement of asphalt is uniform and correct thickness

"

3.5 Check that asphalt is compacted to te reguired degree of compactor with no displacement or extrude pavement from position.

"


WI= 100% witness



S=Survellance

H= Hold point



item no


1.0

Material

2.0

Installation

MOTORIZED DRAPERIES & STAGE CURTAINS Applicable Coda or Standard

Inspection and Test Point 1.1 Check material and draperies & curtains are as approved submittals

KJO Spec.

1.2 Check exact measurement and type

"

1.3 Check the wrapping & carton to bear the manufacturer identification

"

2.1 Check the track on which pully operate is straight and firm to take theload of curtain

"

2.2 Check the adjoining work is not dameged from installation of tracks.

"

2.3 Check installation of tracks.

"

2.4 Check the draperies and curtains are clean after installation.

"

2.5 Check the operation of system

"


WI= 100% witness


S=Survellance

W2 = Random if inspector did not show proceed H= Hold point



item no


1.0

Material

Inspection and Test Point 1.1 check tile is approved type ,brand,size and glazing.

TILE WORK Applicable Coda or Standard TCA-137-1

1.2 Check that adhesive primer mortar and grout are approved. 2.0

Installation

ANSI -A-118

2.1 Application of installation method is as per required SAES-M-100 tile. 2.2 Installation of tile shall be as per the approved mock " up sample and as per acceptable layout prior to start. 2.3 Check that water proofing memberance is installed ANSI -A-118-1 and accepted prior to laying of floor tile. 2.4 Check tile joints are uniform and pattern is as idicated.

SAES-M-100

2.5 Chec the setting for soundness replace hollow sounding units.

"

2.6 Tile setting curing period is maintained prior to grouting

"

2.7 check protective sealer is applied prior to grouting.

"

2.8 Check approved grouting material is applied and grouting is accepted.

"


WI= 100% witness


S=Survellance



CONSTRUCTION OF BACHELOR QUARTERS MTD,AVIATION, AND 5 SCHOOLS PA FACILITY 1,2,3,4 AL-KHAFJI

item no

INSPECTION & TEST PLAN Contractor: MAU Contract No:HQ807 PC 09 Procest Description

ASPHALTIC CONCRETE Applicable Code or Standard

Inspection and Test Point 3.6 Check that surface receives consecutive passes achieve smooth finish with no marks. 3.7 Check that discontinuation of asphalt paving is made to an even squre cut and tack coated as specified

4.0

Testing

3.8 Check that paved surface is acceptable and all defect corrected as required 4.1 Material

SAES Q-006 " " SAES Q-006

4.2 Uncompated Asphalt

"

4.2.1 Extraction

"

4.2.2 Gradation

"

4.2.3 Marshall properties

"

4.3 Compacted Asphalt

SAES Q-006

4.3.1 Core Density and thickness

"

4.4 Equipment

"

4.4.1 Weighing Scale

"

4.4.2 Temperature Gauges

"

4.5 Tolerance

SAES Q-006

4.5.1 Surface Tolerance

"

4.5.2 Thickness Tolerance

"

I = Inspect or perform work R= Review / Approve records document

WI= 100% witness S=Survellance




item no


1.0

2.0

Process Description

GYPSUM BOARD SYSTEM Applicable Code or Standard


Material

1.1 Check Gypsum board of correct type,standard,Fire Rated moisture resistant etc.

Installation

1.2 Check runner,metal studs,fasteners,reinforcing tape adhesive corner beads,fire retardant sealant that they are approved products. 2.1 Check installation of framing and furring in accordance approved construction drawings.

ASTM-C-36 ASTM-C-475 ASTM-C-514 ASTM-C -645 ASTM-C-754 ASTM-C-36

2.2 Check spacing and direction of hangers,spacing of main runner of suspended ceiling. 2.3 Check weather protection installation is provided

" ASTM-C-665

2.4 For fire rated wall check that taping fasteners, cementing and sealant of joints are in accordance with applicable standards.

ASTM-C-665

2.5 Check installation of control joints when required.

ASTM-C- 475

2.6 Check Insulation

ASTM-C-665

2.7 Check embedded items & stud framing system.

ASTM-C 665

2.8 Check penetration through fire rated wall,position, opening tolerance,sealant used and thickness.

ASTM-E-119

2.9 Check that water resistant gypsum packing board is used for base to a tile or wall panel at tub,shower or ASTM-C-630 water closet 2.10 Check that texture finish of gypsum board,framing ASTM-C-640 is as specified. I = Inspect or perform work

WI= 100% witness


S=Survellance




item no


1.0

Process Description Material


Execution

Di Applicable Code or Standard

1.1 Aggregate:Natural sand of the required gradation.

ASTM-C-897

1.2 Portland Cement Type 1

ASTM-C-150

1.3 Mix Design for all plaster types 2.0

PLASTERING

2.1 Check surface preperation,masonry,concrete 2.2 Check items within wall have been already installed 2.3 Electro-Mechanical services have been tested and approved. 2.4 Check required plaster mix for exterior wall,interior wall and ceiling.

Spec Req. SAES-M-100 " " "

2.5 application of dash coat,scratch coat,brown coat and finish coat coat as pershall mixbe design 2.6 Finish cured for a minumum of 48 hours. 2.7 Plaster shall extend 100mm beyond finished ceiling level for rooms with suspended ceiling. 2.8 Check plaster variation to true finish.

I = Inspect or perform work R= Review / Approve records document

WI= 100% witness S=Survellance

" " " "



S MTD,AVIATION, AND 5 SCHOOLS PACKAGE 4 AL-KHAFJI Rev.00 Discipline: Acceptance Criteria

ITP-C-012 CIVIL

Quality Record or MAU QC SCEC KJO Third Verfying Document Inspector lnsp OA/QC party

Spec.Sec. 09665

Approved submittal

l

S/R

R

"

MAU-C-012

Wl

W2

S

"

"

Wl

W2

S

"

"

W2

S

S

"

"

S

S

S

"

"

S

S

S

"

"

S

S

S

"

Visual

S

S

S

"

MAU-C-012

S

S

S

"

"

Wl

Wl

S

f inspector did not show proceed RFI= Issuued for H & W only

S MTD,AVIATION, AND 5 SCHOOLS PACKAGE AL-KHAFJI

LTIC CONCRETE Acceptance Criteria Spec.Sect. 02513

Rev.00 ITP-C-010 Discipline: CIVIL Quality Record or MAU QC SCEC KJO Third Verifying Inspector Irvsp QA/QC party Document MAU--C-010

H/R

R

R

Laboratory Record

H

I

R

"

H

R/I

S

As per Spec. 02513

"

I

I

S

As per approved drawings

"

I

I

S

100%degree of compaction Spec.Sect. 02513 As per Drawings

I

As per Spec. 02513 approved submittal Between 139 163 deg.

" Laboratory Record

" "

H

W

S

I

H

W

S

l

H

W

S

l

H

W

S

l

W

S

"



ERIES & STAGE CURTAINS

ITP-C-011 CIVIL

Rev.00

Discipline: Acceptance Criteria

Quality Record or MAU QC SCEC KJO Third Verifying inspector Insp QA/QC party Document

Tech.Spec 12535

MAU-C-011

I/R

I/R

R

"

"

I

R

R

"

"

W2

S

S

"

"

Wl

Wl

S

"

"

S

S

S

"

"

Wl

Wl

S

"

"

W2

S

S

"

"

Wl

Wl

S



E WORK

Rev.00

ITP-C-009 CIVIL

Discipline: Acceptance Criteria Approved sample Spec.Sec.09310

Quality Record or MAU QC SCEC KJO Third Verifying Inspector tnsp QA/QC party Document MAU-C-009

H

S/l

R

As per Spec. 09330

"

H

S/l

S

"

"

l

l

S

"

"

W/H

l

S

"

"

H

l

S

"

"

l

S/l

S

sound check/ knocking with rubber hummer

"

l

l

S

manufacturer instruction

"

l

W

S

"

"

l

S/l

S

Spec.and manufacturer recommendation ..

"

R/l

W

R/S



CONCRETE

Rev.00 Discipline: Acceptance Criteria

ITP-C-010 CIVIL

Quality Record or MAU SCEC KJO Third Verifying QC insp QA/QC party Document Inspector

As per Spec. 02513

Visual

l

W

S

"

"

l

W

S

"

"

Wl

W

S

W/R

W/R

R

"

Laboratory Records Lab. Records

"

"

"

"

"

"

Spec.02513

Lab.Records

R

W

S

l

R

R

R

l

l/R

l/R

R

"

"

"

"

Calib. Certificates

"

"

"

"

"

MAU-010

"

" "

"



RD SYSTEM

Rev.00

ITP-C-008 CIVIL


Quality Record or MAU QC SCEC KJO Third Verifying Inspector Insp QA/QC party Document

Spec,Sect, 09260

MAU-C-008

l

S/R

R

"

"

l

S/R

R

Spec.approved drawings/Instaliti on procedures/ mockup sample

"

l/H

l

S

"

"

l

l

S

Sect.9260

"

l

W

S

UL or equivalent Spec.Sec.09260

"

R/l

R/l

S/R

"

"

l

S

S

"

"

H

W

S

"

"

H

W

S

"

"

H

H

S

"

"

l

l

S

UL or equivalent Spec.Sec.09260

"

l

l

S


S MTD,AVIATION, AND 5 SCHOOLS PACKAGE AL-KHAFJI PLASTERING

Rev.00

ITP-C-006 CIVIL


Quality Record or MAU QC SCEC KJO Third Document Inspector ln«p OA/QC party

Sec.09220

Lab.Records

R

R

R

"

Mill Certificate

l/R

R

S

"

Lab.Records

R

W

S

"

Visual MAU-C-006

l

W

S

"

"

l

l

S

"

"

l

W/R

S

"

"

l

R

S

"

"

l

S

S

"

"

l

S

S

"

"

l

S

S

Max.Variation 3mm in 3m.

"

l

l

S



item no

INSPECTION & TEST PLAN DOORS AND WINDOWS Contractor: MAU Contract No:HQ807 PC 09 Process Description

1.0

Material

2.0

Installation

Dis

Inspection And Test Point 1.1 Check frame size and thickness,base anchorage and primer


Acceptance Criteria

ANSI/SDI-100

Spec.08120 08211

1.2 Check frame identification number correct for location 1.3 Check frame and paint not damaged,strut welded across the jambs at base

"

Spec.8305

ASTM-A-653

Spec.6360 08410

2.1 Check frame installation

ANSI/SDI-100

"

"

"

"

Spec.7920 Spec.7900

2.4 Installation of door in accordance with manufacturer and construction drawing.

"

As per drawing manufac.recommen dation

2.5 Glass and glazing installed as per finishing schedule

"

Spec.08810

"

Distortion less than 3mm measured with straight edge corner to corner

2.2 Check door identification number type and opening direction is correct for location 2.3 Check caulking sealant & back-up rod.

2.6 Installation is completed and with tolerance

2.7 Door operation is saticfactory


WI= 100% witness


S=Survellance

" W2 = Random if inspector did not show proceed H= Hold point



İtem No

INSPECTION & TEST PLAN CONCRETE STRUCTURE Contractor: MAU Contract No:HQ807 PC 09 Process İnspection and Test Point Description


Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no

INSPECTION & TEST PLAN CONCRETE STRUCTURE Contractor: MAU Contract No:HQ807 PC 09 Process Description


Disc Applicable Coda or Standard

Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no



Disc CO o T7

Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no




Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no



Disc Applicable Code or Standard

Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no



Discip Applicable Code or Standard

Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point


ON, AND 5 SCHOOLS PACKAGE FJI Rev.00 Discipline:

ITP-C-007 CIVIL

Quality Record MAU/QC SCEC KJO Third or Verfying Inspector lnsp OA/QC party Document MAU-C-007

l

l

S

"

l

l

S

"

l

W2

S

"

l

W2

S

"

l

W2

S

"

l

W2

S

"

l

Wl

S

"

l

W2

S

"

l

l

S

"

l

l

S

d not show proceed

ssuued for H & W only

ON, AND 5 SCHOOLS PACKAGE AFJI Rev.00 Discipline: Quality Record CCEOC or Verifying Inspector Document

d not show proceed

suued for H & W only


ON, AND 5 SCHOOLS PACKAGE AFJI Rev.00

Discipline:

ITP-C-O04

CIVIL

Quality Record CCE QC SCEC KJO Third or Verifying inspector Insp QA/QC party Document

d not show proceed


ON, AND 5 SCHOOLS PACKAGE AFJI Rev.00 ITP-c-003 Discipline: CIVIL Quality Record CCEQC SCEC KJO Third or Verifying Inspector tnsp QA/QC party Document

d not show proceed


N, AND 5 SCHOOLS PACKAGE FJI Rev.00 ITP-C-O02 Discipline: CIVIL Quality Record CCE QC SCEC KJO Third or Verifying Inspector insp QA/QC party Document

d not show proceed


N, AND 5 SCHOOLS PACKAGE AFJI Rev.00 Discipline:

ITP-C-001 CIVIL

Quality Record CCEQC SCEC KJO Third or Verifying Inspector Insp QA/QC party Document

d not show proceed


N, AND 5 SCHOOLS PACKAGE AFJI Rev.00 Discipline:

ITP-C-024 CIVIL

Quality Record CCEQC SCEC KJO Third or Document Inspector ln«p OA/QC party

d not show proceed



item no

Contractor:


Process Description



Discip

Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



İtem No



Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no



Discip Applicable Coda or Standard

Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no



Discip CO o T7

Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no




Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no




Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no




Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



NRY UNIT

Rev.00 Discipline:

ITP-C-O05 CIVIL









Discipline:

ITP-C-O04

CIVIL








ITP-C-O02 CIVIL




TION, AND 5 SCHOOLS PACKAGE -KHAFJI

Rev.00 Discipline:

ITP-C-001 CIVIL





ITP-C-024 CIVIL





item no

Contractor:


Process Description



Discip

Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



İtem No



Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no




Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no



Discip CO o T7

Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no




Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no




Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no




Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



NRY UNIT

Rev.00 Discipline:

ITP-C-O05 CIVIL









Discipline:

ITP-C-O04

CIVIL








ITP-C-O02 CIVIL





Rev.00 Discipline:

ITP-C-001 CIVIL





ITP-C-024 CIVIL





item no

Contractor:


Process Description



Discip

Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



İtem No



Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no




Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no



Discip CO o T7

Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no




Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no




Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no




Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



NRY UNIT

Rev.00 Discipline:

ITP-C-O05 CIVIL









Discipline:

ITP-C-O04

CIVIL








ITP-C-O02 CIVIL





Rev.00 Discipline:

ITP-C-001 CIVIL





ITP-C-024 CIVIL





item no

Contractor:


Process Description



Discip

Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



İtem No



Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no




Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no



Discip CO o T7

Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no




Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no




Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



item no




Acceptance Criteria


WI= 100% witness



S=Survellance

H= Hold point



NRY UNIT

Rev.00 Discipline:

ITP-C-O05 CIVIL









Discipline:

ITP-C-O04

CIVIL








ITP-C-O02 CIVIL





Rev.00 Discipline:

ITP-C-001 CIVIL





ITP-C-024 CIVIL




itp

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