INSPECTION AND TESTING PLAN (ITP) No. 01.
Work Item
Inspection/Testing Item
Code & Standard
Method of Insp./Testing
Shop Drawing
Testing Agency
Laboratory Location
Accepatnce Criteria
Frequency
Visual
on Site
No garbage, oil and useless sand, dirty water or mud.
Before and after installed
on Site
Stove burned properly, hard, not a lot of pores and not brittle.
Random every brick delivered. Every 15.000 peaces.
Brickwall
1.
Location / area on site installed
Cleanness, sizes and position line
2.
Brick material
Cleaness and sizes
Standart Spesifikasi
Visual
Mechanical and Physical Properties
Standart Spesifikasi
Manufacture's Certificate
Ind. Lab.
off Site
Stove burned properly, hard, not a lot of pores and not brittle.
Mechanical and Physical Properties
SNI
Manufacture's Certificate
Ind. Lab.
off Site
As required by specification
once per month
Chemical Analysis
SNI
Laboratory Test
Ind. Lab.
off Site
As required by specification
Every 5000 tons
Shop Drawing
Visual
on Site
As required by specification
random
off Site
As required by specification
When material delivered.
Visual
on Site
As required by specification
random
Other materials content
Laboratory Test
off Site
No mud, oil or polutan content.
random
Grading and Uniformity
Laboratory Test
off Site
As required by specification
random
Visual
on Site
1 part of cement and 4 part of sand
Random
Visual
on Site
As required by specification
Random
3.
Wall mortar bedding
4.
Cement
5.
Methal lath ( Mesh )
Mesh dia. and opening mesh square.
Manufacture's Certificate
Tension test
6.
Mortar sand
Clean and light color.
7.
Mixing mortar
Dray mixing
8.
Workability
Applicable when used as brick bedding
02.
Shop Drawing
Shop Drawing
Ind. Lab.
Wall mortar plaster
1.
Brick / concrt. Wall on site installed.
Cleaness, flatness, vertically and straightly.
Shop Drawing
Visual
on Site
As required by specification
Before and after installed
2.
Corner bead
Strong, solid and straightly.
Shop Drawing
Visual
on Site
As required by specification
Before and after installed
3.
Cement
Mechanical and Physical Properties
SNI
Manufacture's Certificate
off Site
ASTM C150
4.
Mortar sand
Clean and light color.
Standart Spesifikasi
Visual
on Site
As required by specification
random
Other materials content
Standart Spesifikasi
Laboratory Test
off Site
No mud, oil or polutan content.
random
Grading and Uniformity
Standart Spesifikasi
Laboratory Test
off Site
As required by specification
random
Turbidity Chemical properties
Standart Spesifikasi
Laboratory Test
off Site
limit of 2,000 ppm
5.
Mixing Water
Ind. Lab.
once per month
once every 6 months
Inspection Client
JSI
TJP
ACSET
INSPECTION AND TESTING PLAN (ITP) No.
6.
03.
Work Item
Workability
Inspection/Testing Item
Applicable when used as wall plaster
Code & Standard
Method of Insp./Testing
Testing Agency
Laboratory Location
Standart Spesifikasi
Visual
on Site
As required by specification
Random
Accepatnce Criteria
Frequency
Ceramic wall tile
1.
Concretewall and brickwall on site that have to installed.
Cleaness, flatness, vertically, straightly and starting point remarked.
Shop Drawing
Visual
on site
As required by specification
Before and after installed
2.
Ceramic tile material
Hardness and density of material test
Shop Drawing
Laboratory Test
off Site
As required by specification
Random
Impaction material test.
Standart Spesifikasi
Laboratory Test
off Site
As required by specification
Random
Material surface scratched test.
Standart Spesifikasi
Laboratory Test
off Site
As required by specification
Random
Chemical Analysis
Standart Spesifikasi
Laboratory Test
off Site
As required by specification
Random
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Standart Spesifikasi
Laboratory Test
off Site
As required by specification
Random
3.
Ceramic tile gap grouting material
Mechanical and Physical Properties
Chemical Analysis
04.
Ind. Lab.
Ind. Lab.
Stone / marble tile wall
1.
Concretewall and brickwall on site that have to installed.
Cleaness, flatness, vertcally and straightly.
Shop Drawing
Visual
on Site
Cleaness, flatness, vertcally and straightly.
2.
Stone / marble material
Hardness and density of material test
Shop Drawing
Laboratory Test
off Site
As required by specification
Random
Impaction material test.
Shop Drawing
Laboratory Test
off Site
As required by specification
Random
Mechanical and Physical Properties
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Chemical Analysis
Shop Drawing
Laboratory Test
off Site
As required by specification
Random
Mechanical and Physical Properties
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
Chemical Analysis
Shop Drawing
Laboratory Test
off Site
As required by specification
Shop Drawing
Visual
on Site
off Site
As required by specification
When material delivered.
off Site
As required by specification
random
3.
4.
Stone / marble adhesive mixed
Stone / marble gap grout mateial
05.
Concrt. Slabt soffit ceiling
1.
Area concrette slab soffit on site.
Cleanness and flatness.
2.
Sikaplas
Mechanical and Physical Properties
Standart Spesifikasi
Manufacture's Certificate
Chemical Analysis
Standart Spesifikasi
Laboratory Test
Ind. Lab.
Ind. Lab.
Ind. Lab.
Before and after installed
Every 5000 tons
Before and after installed
Inspection Client
JSI
TJP
ACSET
INSPECTION AND TESTING PLAN (ITP) No.
3.
4.
5.
Work Item
Bonding agent
Cement
Mortar sand
Code & Standard
Method of Insp./Testing
Mechanical and Physical Properties
Standart Spesifikasi
Manufacture's Certificate
Chemical Analysis
Standart Spesifikasi
Laboratory Test
Mechanical and Physical Properties
SNI
Chemical Analysis
Inspection/Testing Item
Testing Agency
Laboratory Location
Accepatnce Criteria
Frequency
off Site
As required by specification
When material delivered.
Ind. Lab.
off Site
As required by specification
random
Manufacture's Certificate
Ind. Lab.
off Site
ASTM C150
once per month
SNI
Laboratory Test
Ind. Lab.
off Site
As required by specification
Every 5000 tons
Clean and light color.
Standart Spesifikasi
Visual
on Site
Other materials content
Standart Spesifikasi
Laboratory Test
off Site
No mud, oil or polutan content.
random
Grading and Uniformity
Standart Spesifikasi
Laboratory Test
off Site
As required by specification
random
random
6.
Mixing Water
Turbidity Chemical properties
Standart Spesifikasi
Laboratory Test
off Site
limit of 2,000 ppm
7.
Workability
Applicable when used .
Standart Spesifikasi
Visual
on Site
As required by specification
Random
Shop Drawing
Visual
on Site
As required by specification
Before and after done.
off Site
As required by specification
When material delivered.
off Site
As required by specification
Random
06
Brick / concrt. wall and concrt. Soffit ceiling skim coat / putty.
1.
Brick/concrt wall and concrt. Slab soffit.
Cleaness and flat surface.
2.
Skim coat / putty material
Mechanical and Physical Properties
SNI
Manufacture's Certificate
Chemical Analysis
SNI
Laboratory Test
Standart Spesifikasi
Laboratory Test
off Site
limit of 2,000 ppm
Standart Spesifikasi
Visual
on Site
As required by specification
3.
Mixing Water
4.
Workability
07.
once every 6 months
Applicable when used .
Ind. Lab.
once every 6 months
Random
Gypsum partition wall
1.
Location / area on site installed.
Cleanness and ready to installed.
Shop Drawing
Visual
on Site
No garbage, useless concrt. or hole and dirty water or mud.
Before and after installed
2.
Wall partitition frame material
Tension bended test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
3.
Wall partition frame assecories support
Tension test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
4.
Gypsum board panel
Impact test
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Inspection Client
JSI
TJP
ACSET
INSPECTION AND TESTING PLAN (ITP) No. 08.
Work Item
Inspection/Testing Item
Code & Standard
Method of Insp./Testing
Testing Agency
Laboratory Location
Accepatnce Criteria
Frequency
Gypsum suspended ceiling
1.
Location / area on site installed
Cleanness and ready to installed.
Shop Drawing
Visual
on Site
No ex- form work, all hole closed, all work ceiling above done.
Before and after installed
2.
Ceiling hanger/frame material
Tension bended test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
3.
Ceiling hanger/frame assecories support
Tension test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
4.
Workability
Applicable when used .
Shop Drawing
Visual
on Site
As required by specification
Random
Shop Drawing
Visual
on Site
As required by specification
Before and after done.
off Site
As required by specification
When material delivered.
off Site
As required by specification
random
09.
Gypsum partition wall and susped. Ceiling putty.
1.
Gypsum ceiling and gypsum partition wall.
Cleaness, flatness, vertically and ready for applied.
2.
Skim coat / putty material
Mechanical and Physical Properties
Standart Spesifikasi
Manufacture's Certificate
Chemical Analysis
Standart Spesifikasi
Laboratory Test
Ind. Lab.
3.
Mixing Water
Turbidity Chemical properties
Standart Spesifikasi
Laboratory Test
off Site
limit of 2,000 ppm
4.
Workability
Applicable when used .
Standart Spesifikasi
Visual
on Site
As required by specification
Random
Cleaness, flatness, vertically and ready for applied.
Shop Drawing
Visual
on Site
As required by specification
Before and after done.
Humidity wall test.
Shop Drawing
Visual use humiditymeter
on Site
As required by specification
Random
Expired time product and applicable used test.
Shop Drawing
Visual
on Site
As required by specification
Random
Mechanical and Physical Properties
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Chemical Analysis
Shop Drawing
Laboratory Test
off Site
As required by specification
random
Applicable when used .
Shop Drawing
Visual
on Site
As required by specification
Random
No garbage, useless concrt. or hole and dirty water or mud.
10. 1.
2.
3.
once every 6 months
Wall and ceiling paint. Wall and ceiling on site location.
Wall and ceiling paint material
Workability
Ind. Lab.
11.
Waterproofing floor slab
1.
Area on site that have to apply waterproofing treatment.
Cleanness and ready to applied.
Standart Spesifikasi
Visual
on Site
2.
Water proofing material
Hydrostatic (Leak) Test
Standart Spesifikasi
Visual
on Site
No Leak after 24 hrs
before and after applied.
random
Inspection Client
JSI
TJP
ACSET
INSPECTION AND TESTING PLAN (ITP) No.
Work Item
Code & Standard
Method of Insp./Testing
Mechanical and Physical Properties
Standart Spesifikasi
Manufacture's Certificate
Chemical Analysis
Standart Spesifikasi
Laboratory Test
Inspection/Testing Item
Testing Agency
Ind. Lab.
Laboratory Location
Accepatnce Criteria
Frequency
off Site
As required by specification
When material delivered.
off Site
As required by specification
random
3.
Mixing Water
Turbidity Chemical properties
Standart Spesifikasi
Laboratory Test
off Site
4.
Workability
Applicable when used .
Standart Spesifikasi
Visual
on Site
As required by specification
Random
Shop Drawing
Visual
on Site
As required by specification
Before and after done.
limit of 2,000 ppm
once every 6 months
12.
Waterproofing protection screeding
1.
Area on site that waterproofing treatment done already.
Cleanness and waterponding test done.
2.
Cement
Mechanical and Physical Properties
SNI
Manufacture's Certificate
Ind. Lab.
off Site
ASTM C150
once per month
Chemical Analysis
SNI
Laboratory Test
Ind. Lab.
off Site
As required by specification
Every 5000 tons
Clean and light color.
Standart Spesifikasi
Visual
on Site
Other materials content
Standart Spesifikasi
Laboratory Test
off Site
No mud, oil or polutan content.
random
Grading and Uniformity
Standart Spesifikasi
Laboratory Test
off Site
As required by specification
random
Turbidity Chemical properties
Standart Spesifikasi
Laboratory Test
off Site
3.
4.
13.
Mortar sand
Mixing Water
random
limit of 2,000 ppm
once every 6 months
Ceramic floor tile
1.
Area on site that have to installed.
Cleaness and starting point remarked.
Shop Drawing
Visual
on Site
As required by specification
Before and after done.
2.
Ceramic tile material
Hardness and density of material test
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Impaction material test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Material surface scratched test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Mechanical and Physical Properties
Standart Spesifikasi
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Chemical Analysis
Standart Spesifikasi
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Chemical Analysis
Standart Spesifikasi
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Applicable when used .
Standart Spesifikasi
Visual
on Site
As required by specification
Random
3.
4.
5.
Ceramic tile adhesive mixed
Ceramic tile gap grouting material
Workability
Mechanical and Physical Properties
Inspection Client
JSI
TJP
ACSET
INSPECTION AND TESTING PLAN (ITP) No.
14.
Work Item
Inspection/Testing Item
Code & Standard
Method of Insp./Testing
Testing Agency
Laboratory Location
Accepatnce Criteria
Frequency
Stone / marble floor
1.
Area on site that have to installed.
Cleaness and starting point remarked.
Shop Drawing
Visual
on Site
As required by specification
Before and after done.
2.
Stone / marble material
hardness and density of material test
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Impaction material test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Visual
on Site
As required by specification
Random
on Site
As required by specification
Before and after done.
off Site
As required by specification
When material delivered.
Material surface scratched test.
3.
Stone / marble adhesive mixed
Mechanical and Physical Properties
Shop Drawing
Chemical Analysis
4.
Stone / marble gap grout mateial
Mechanical and Physical Properties
Shop Drawing
Chemical Analysis
5.
15.
Workability
Applicable when used .
Parqutte timbre floor tile
1.
Area on site that have to installed.
Cleaness and starting point remarked.
Shop Drawing
Visual
2.
Timber parquette material
Timber/wood dry level test.
Shop Drawing
Laboratory Test
Standart Spesifikasi
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Visual
on Site
As required by specification
Random
Material surface scratched test.
3.
Parqutte tile adhesive mixed
Mechanical and Physical Properties
Chemical Analysis
4.
Material layer between parqutte and screed
Mechanical and Physical Properties
5.
Workability
Applicable when used .
Shop Drawing
Ind. Lab.
Inspection Client
JSI
TJP
ACSET
INSPECTION AND TESTING PLAN (ITP) No.
16.
Work Item
Inspection/Testing Item
Code & Standard
Method of Insp./Testing
Shop Drawing
Visual
Testing Agency
Laboratory Location
Accepatnce Criteria
Frequency
Mortar floor screeding for ceramic / stone floor tile based installed.
1.
Area on site that before parquette timber floor will be to installed.
Cleanness and ready to applied.
2.
Cement
Mechanical and Physical Properties
SNI
Manufacture's Certificate
Ind. Lab.
Chemical Analysis
SNI
Laboratory Test
Ind. Lab.
Clean and light color.
Standart Spesifikasi
Visual
on Site
Other materials content
Standart Spesifikasi
Laboratory Test
off Site
No mud, oil or polutan content.
random
Grading and Uniformity
Standart Spesifikasi
Laboratory Test
off Site
As required by specification
random
3.
Mortar sand
on Site
off Site
off Site
No garbage, useless concrt. or hole and dirty water or mud.
before and after applied.
As required by specification
once per month
As required by specification
Every 5000 tons
random
4.
Mixing Water
Turbidity Chemical properties
Standart Spesifikasi
Laboratory Test
off Site
5.
Workability
Applicable when used .
Standart Spesifikasi
Visual
on Site
As required by specification
Random
Shop Drawing
Visual
on Site
As required by specification
Before and after done.
17.
limit of 2,000 ppm
once every 6 months
Alumunium door & window unit
1.
Door and window position on site.
Cleanness, sizes and position ready to installed.
2.
Al. door & window frame material
Thickness, powder coating test.
Standart Spesifikasi
Manufacture's Certificate
off Site
As required by specification
When material delivered.
3.
Al. Door & Window subframe
Thickness and tension test
Standart Spesifikasi
Manufacture's Certificate
off Site
As required by specification
When material delivered.
4.
Al. frame const. support assesories
Material tension test.
Standart Spesifikasi
Manufacture's Certificate
off Site
As required by specification
When material delivered.
5.
Glass panel material for Al. door & window unit
Rain water and wind test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
6.
Rubber material & water tide system for al. window unit
Rain water and wind test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
7.
Rail set system for alumunium door
Strenght, usefull operated test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
8.
Hinges, handle, key and al. door assesories etc.
Strenght, usefull operated test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
18.
Timber door frame
1.
Door position on site.
Vertical, level and position line.
Shop Drawing
Visual
on Site
As required by specification
Before and after done.
2.
Timber door subframe
Timber/wood dry level test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
Inspection Client
JSI
TJP
ACSET
INSPECTION AND TESTING PLAN (ITP) No.
Work Item
Inspection/Testing Item
Code & Standard
Method of Insp./Testing
Testing Agency
Laboratory Location
Accepatnce Criteria
Frequency
3.
Timber door frame material
Timber/wood dry level test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
4.
Timber door frame glue.
Glue adhesion test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
5.
Timber door laminate finished
Material surface scratched test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
When material delivered.
6.
Timber door leaf.
7.
Door frame opening size and position.
Sizes, vertically ertical and position.
Shop Drawing
Visual
on Site
As required by specification
8.
Timber door leaf material
Timber/ wood dry level test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
9.
Timber door leaf laminate finish material Material scratches surface test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
10
Timber door leaf accessories and iron mongeries.
Strenght and usefull operated test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
Shop Drawing
Visual
on Site
As required by specification
19.
PVC door frame.
1.
Door position on site.
Vertical, level and position line.
2.
PVC door frame material
Thickness and strenght test.
Standart Spesifikasi
Manufacture's Certificate
off Site
As required by specification
3.
Dynabolt and door frame accessories support.
Tension test
Standart Spesifikasi
Manufacture's Certificate
off Site
As required by specification
4.
PVC door leaf.
5.
Door frame opening size and position.
Sizes, vertically ertical and position.
Shop Drawing
Visual
on Site
As required by specification
6.
PVC door leaf material.
Material scratches surface test.
Standart Spesifikasi
Manufacture's Certificate
off Site
As required by specification
7.
PVC door leaf accessories and iron mongeries.
Strenght and usefull operated test.
Standart Spesifikasi
Manufacture's Certificate
off Site
As required by specification
20.
Before and after done.
Before and after done.
Timber skirting.
1.
Ending wall to floor on site finish required.
Cleanness, strightly line and ready to install
Shop Drawing
Visual
on Site
As required by specification
2.
Timber skirting material
Timber/wood dry level test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
3.
Fixing material support
Tension test
Standart Spesifikasi
Manufacture's Certificate
off Site
As required by specification
Before and after done.
Inspection Client
JSI
TJP
ACSET
INSPECTION AND TESTING PLAN (ITP) No. 21.
Work Item
Inspection/Testing Item
Method of Insp./Testing
Testing Agency
Laboratory Location
Shop Drawing
Visual
on Site
As required by specification
Before and after done.
Visual
on Site
As required by specification
All of material delivered.
Manufacture's Certificate
off Site
As required by specification
Accepatnce Criteria
Frequency
Balcony handrailing balustrade.
1.
Balcony balustrade apartment unit.
2.
Stainless steel pipe handrailing.
3.
Sizes and position alignment.
Type, sizes and performance quality.
4.
Stainless steel pipe dia. and thickness
Stainless pipe quality product.
5.
Code & Standard
Stainless steel handrail post .
Cleanness and ready to installed.
Pipe dia. and thickness
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
Bending and tension test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
Thickness test
Shop Drawing
Visual use Sigmat.
on Site
As required by specification
Bending and tension test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
All of material delivered.
6.
Stainless steel post base plate
Stainless steel plate thickness.
Shop Drawing
Visual use Sigmat.
on Site
As required by specification
All of material delivered.
7.
Stainless steel dynabolt .
Diynabolt diameter
Shop Drawing
Visual use Sigmat.
on Site
As required by specification
All of material delivered.
Dynabolt tension test
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
22.
Shower screen glass.
1.
Location on site.
Size and position on site ready to installed.
Shop Drawing
Visual
on Site
As required by specification
Before and after done.
2.
Glass material
Type and thickness
Shop Drawing
Visual use Sigmat.
on Site
As required by specification
All of material delivered.
Glass punched test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
3.
Rubber gasket glass panel support.
Elasticity test
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
4.
Glass silicon sealant.
Quality product test.
Shop Drawing
Manufacture's Certificate
off Site
As required by specification
Inspection Client
JSI
TJP
ACSET
Record
Inspection record
Inspection record
Mfd. Certificate
Mfd. Certificate
Test Report
Inspection record
Mfd. Certificate
Test Report
Test Report
Test Report
Inspection record
Inspection record
Inspection record
Mfd. Certificate
Test Report
Test Report
Test Report
Test Report
Remarks
Record
Inspection record
Inspection record
Test Report
Test Report
Test Report
Test Report
Mfd. Certificate
Test Report
Inspection record
Test Report
Test Report
Mfd. Certificate
Test Report Mfd. Certificate
Test Report
Inspection record
Mfd. Certificate
Test Report
Remarks
Record
Mfd. Certificate
Test Report
Mfd. Certificate
Test Report
Test Report
Test Report
Test Report
Test Report
Inspection record
Inspection record Mfd. Certificate
Test Report
Test Report
Inspection record
Inspection record
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Remarks
Record
Inspection record
Mfd. Certificate
Mfd. Certificate
Inspection record
Inspection record Mfd. Certificate
Test Report
Test Report Inspection record
Inspection record
Inspection record
Inspection record
Mfd. Certificate
Test Report
Inspection record
Inspection record
Inspection record
Remarks
Record
Mfd. Certificate
Test Report
Test Report
Inspection record
Inspection record
Mfd. Certificate
Test Report
Test Report
Test Report
Test Report
Test Report
Inspection record
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Inspection record
Remarks
Record
Inspection record
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Inspection record
Inspection record
Test Report
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Inspection record
Remarks
Record
Inspection record
Mfd. Certificate
Test Report
Test Report
Test Report
Test Report
Test Report
Inspection record
Inspection record
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Inspection record
Mfd. Certificate
Remarks
Record
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Inspection record
Mfd. Certificate
Mfd. Certificate
Inspection record
Mfd. Certificate
Mfd. Certificate
Inspection record
Mfd. Certificate
Mfd. Certificate
Remarks
Record
Inspection record
Inspection record
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Inspection record
Mfd. Certificate
Inspection record
Inspection record
Mfd. Certificate
Inspection record
Inspection record
Mfd. Certificate
Mfd. Certificate
Mfd. Certificate
Remarks
INSPECTION AND TESTING PLAN (ITP) No.
01.
Work Item
Brickwall
Inspection/Testing Subject
Inspection/Testing Item
Code & Standard
Accepatnce Criteria
Frequency
JSI
TJP
Visual
on Site
No garbage, oil and useless sand, dirty water or mud.
Before and after installed
CP
Brick material
Cleaness and sizes
Visual
on Site
Stove burned properly, hard, not a lot of pores and not brittle.
Random every brick delivered.
CP
Every 15.000 peaces.
WP
CP
Cement
Methal lath ( Mesh )
Manufacture's Certificate
Ind. Lab.
off Site
Stove burned properly, hard, not a lot of pores and not brittle.
Mechanical and Physical ASTM C150, C595, Manufacture's Properties C618, C989 Certificate
Ind. Lab.
off Site
ASTM C150
once per month
WP
CP
Ind. Lab.
off Site
As required by specification
Every 5000 tons
WP
CP
on Site
As required by specification
random
off Site
As required by specification
When material delivered.
Visual
on Site
As required by specification
random
Other materials content
Laboratory Test
off Site
No mud, oil or polutan content.
random
WP
CP
Grading and Uniformity
Laboratory Test
off Site
As required by specification
random
WP
CP
Visual
on Site
1 part of cement and 4 part of sand
Random
WP
CP
Laboratory Test
off Site
limit of 2,000 ppm
once every 6 months
WP
CP
Visual
on Site
As required by specification
Random
CP
Visual
on Site
As required by specification
Before and after installed
CP
Visual
on Site
As required by specification
Before and after installed
CP
off Site
ASTM C150
once per month
WP
CP
Visual
on Site
As required by specification
random
WP
CP
Laboratory Test
off Site
No mud, oil or polutan content.
random
WP
CP
ASTM C150, C595, Laboratory Test C618, C989
Mesh dia. and opening mesh square.
Visual
Manufacture's Certificate
Tension test
Mortar sand
Wall mortar plaster
Inspection Client/ Consultant
Laboratory Location
Cleanness, sizes and position line
Chemical Analysis
02.
Testing Agency
Location / area on site installed
Mechanical and Physical Properties Wall mortar bedding
Method of Insp./Testing
Clean and light color.
Mixing mortar
Dray mixing
Mixing Water
Turbidity Chemical properties
Workability
Applicable when used as brick bedding
Brick / concrt. Wall on site Cleaness, flatness, installed. vertically and straightly.
USBR Concrete Manual
Corner bead
Strong, solid and straightly.
Cement
Mechanical and Physical ASTM C150, C595, Manufacture's Properties C618, C989 Certificate
Mortar sand
Clean and light color.
Other materials content
Ind. Lab.
Ind. Lab.
CP
WP
CP
CP
ACSET
Laboratory Test
off Site
As required by specification
random
Visual
on Site
1 part of cement and 4 part of sand
Random
Laboratory Test
off Site
limit of 2,000 ppm
Visual
on Site
As required by specification
Random
CP
Visual
on site
As required by specification
Before and after installed
CP
Hardness and density of material test
Laboratory Test
off Site
As required by specification
Random
WP
CP
Impaction material test.
Laboratory Test
off Site
As required by specification
Random
WP
CP
Material surface scratched test.
Laboratory Test
off Site
As required by specification
Random
WP
CP
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Chemical Analysis
Laboratory Test
off Site
As required by specification
Random
WP
CP
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Chemical Analysis
Laboratory Test
off Site
As required by specification
Random
WP
CP
Visual
on Site
Cleaness, flatness, vertcally and straightly.
Before and after installed
WP
CP
Hardness and density of material test
Laboratory Test
off Site
As required by specification
Random
WP
CP
Impaction material test.
Laboratory Test
off Site
As required by specification
Random
WP
CP
Material surface scratched test.
Laboratory Test
off Site
As required by specification
Random
WP
CP
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Chemical Analysis
Laboratory Test
off Site
As required by specification
Random
WP
CP
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
WP
CP
Chemical Analysis
Laboratory Test
off Site
As required by specification
WP
CP
Grading and Uniformity
03.
Ceramic wall tile
Mixing mortar
Dray mixing
Mixing Water
Turbidity Chemical properties
Workability
Applicable when used as wall plaster
Cleaness, flatness, Concretewall and brickwall vertically, straightly and on site that have to starting point installed. remarked. Ceramic tile material
Ceramic tile adhesive mixed
Ceramic tile gap grouting material
04.
Stone / marble tile wall
Concretewall and brickwall Cleaness, flatness, on site that have to vertcally and straightly. installed. Stone / marble material
Stone / marble adhesive mixed
Stone / marble gap grout mateial
05.
Concrt. Slabt soffit ceiling
Area concrette slab soffit on site.
Cleanness and flatness.
Visual
Ind. Lab.
Ind. Lab.
Ind. Lab.
Ind. Lab.
on Site
once every 6 months
Every 5000 tons Before and after installed
WP
CP
CP
WP
CP
CP
Sikaplas
Bonding agent
Cement
Mechanical and Physical Properties
Manufacture's Certificate
Chemical Analysis
Laboratory Test
Mechanical and Physical Properties
Manufacture's Certificate
Chemical Analysis
Laboratory Test
Mechanical and Physical ASTM C150, C595, Manufacture's Properties C618, C989 Certificate Chemical Analysis
Mortar sand
06
Brick / concrt. wall and concrt. Soffit ceiling skim coat / putty.
Clean and light color.
08.
Gypsum partition wall
Gypsum suspended ceiling
Ind. Lab.
Ind. Lab.
Ind. Lab.
As required by specification
When material delivered.
WP
CP
off Site
As required by specification
random
WP
CP
off Site
As required by specification
When material delivered.
WP
CP
off Site
As required by specification
random
WP
CP
off Site
ASTM C150
once per month
WP
CP
off Site
As required by specification
Every 5000 tons
WP
CP
random
WP
CP
Visual
on Site
Other materials content
Laboratory Test
off Site
No mud, oil or polutan content.
random
WP
CP
Grading and Uniformity
Laboratory Test
off Site
As required by specification
random
WP
CP
Mixing Water
Turbidity Chemical properties
Laboratory Test
off Site
limit of 2,000 ppm
once every 6 months
WP
CP
Workability
Applicable when used .
Visual
on Site
As required by specification
Random
CP
Brick/concrt wall and concrt. Slab soffit.
Cleaness and flat surface.
Visual
on Site
As required by specification
Before and after done.
CP
Skim coat / putty material
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Chemical Analysis
Laboratory Test
off Site
As required by specification
Random
WP
CP
Laboratory Test
off Site
limit of 2,000 ppm
once every 6 months
WP
CP
Mixing Water
07.
ASTM C150, C595, Laboratory Test C618, C989
Ind. Lab.
off Site
Ind. Lab.
Workability
Applicable when used .
Visual
on Site
As required by specification
Location / area on site installed.
Cleanness and ready to installed.
Visual
on Site
No garbage, useless concrt. or hole and dirty water or mud.
Wall partitition frame material
Tension bended test.
Manufacture's Certificate
off Site
Wall partition frame assecories support
Tension test.
Manufacture's Certificate
Gypsum board panel
Impact test
Manufacture's Certificate
Location / area on site installed
Cleanness and ready to installed.
Visual
Random
CP
Before and after installed
WP
CP
As required by specification
When material delivered.
WP
CP
off Site
As required by specification
When material delivered.
WP
CP
off Site
As required by specification
When material delivered.
WP
CP
on Site
No ex- form work, all hole closed, all work ceiling above done.
Before and after installed
WP
CP
09.
Ceiling hanger/frame material
Tension bended test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Ceiling hanger/frame assecories support
Tension test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Workability
Applicable when used .
Visual
on Site
As required by specification
Random
CP
Cleaness, flatness, vertically and ready for applied.
Visual
on Site
As required by specification
Before and after done.
CP
off Site
As required by specification
When material delivered.
WP
CP
off Site
As required by specification
random
WP
CP
once every 6 months
WP
CP
Gyp. partition wall and Gypsum ceiling and susped. Ceiling putty. gypsum partition wall.
Mechanical and Physical Properties
Manufacture's Certificate
Chemical Analysis
Laboratory Test
Mixing Water
Turbidity Chemical properties
Laboratory Test
off Site
limit of 2,000 ppm
Workability
Applicable when used .
Visual
on Site
As required by specification
Random
CP
Wall and ceiling on site location.
Cleaness, flatness, vertically and ready for applied.
Visual
on Site
As required by specification
Before and after done.
CP
Visual use humiditymeter
on Site
As required by specification
Random
CP
Visual
on Site
As required by specification
Random
CP
off Site
As required by specification
When material delivered.
WP
CP
off Site
As required by specification
random
WP
CP
once every 6 months
WP
CP
Skim coat / putty material
10.
Wall and ceiling paint.
Humidity wall test. Wall and ceiling paint material
11.
12.
Waterproofing floor slab
Waterproofing protection screeding
Expired time product and applicable used test.
Ind. Lab.
Mechanical and Physical Properties
Manufacture's Certificate
Chemical Analysis
Laboratory Test
Mixing Water
Turbidity Chemical properties
Laboratory Test
off Site
Workability
Applicable when used .
Visual
on Site
As required by specification
Area on site that have to apply waterproofing treatment.
Cleanness and ready to applied.
Visual
on Site
No garbage, useless concrt. or hole and dirty water or mud.
Water proofing material
Hydrostatic (Leak) Test
Visual
on Site
Ind. Lab.
limit of 2,000 ppm
No Leak after 24 hrs
Random
CP
before and after applied.
CP
random
WP
Mechanical and Physical Properties
Manufacture's Certificate
Chemical Analysis
Laboratory Test
Mixing Water
Turbidity Chemical properties
Laboratory Test
off Site
Workability
Applicable when used .
Visual
on Site
As required by specification
Random
Area on site that waterproofing treatment done already.
Cleanness and waterponding test done.
Visual
on Site
As required by specification
Before and after done.
Ind. Lab.
off Site
As required by specification
When material delivered.
WP
CP
off Site
As required by specification
random
WP
CP
once every 6 months
WP
CP
limit of 2,000 ppm
CP
WP
CP
Cement
Mechanical and Physical ASTM C150, C595, Manufacture's Properties C618, C989 Certificate
Chemical Analysis
Mortar sand
13.
Ceramic floor tile
Stone / marble floor
ASTM C150
once per month
WP
CP
off Site
As required by specification
Every 5000 tons
WP
CP
random
WP
CP
on Site
Other materials content
Laboratory Test
off Site
No mud, oil or polutan content.
random
WP
CP
Grading and Uniformity
Laboratory Test
off Site
As required by specification
random
WP
CP
Mixing Water
Turbidity Chemical properties
Laboratory Test
off Site
once every 6 months
WP
CP
Workability
Applicable when used .
Visual
on Site
As required by specification
Random
CP
Area on site that have to installed.
Cleaness and starting point remarked.
Visual
on Site
As required by specification
Before and after done.
CP
Ceramic tile material
Hardness and density of material test
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Impaction material test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Material surface scratched test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Chemical Analysis
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Chemical Analysis
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Ceramic tile gap grouting material
14.
Ind. Lab.
off Site
Visual
Ceramic tile adhesive mixed
Clean and light color.
ASTM C150, C595, Laboratory Test C618, C989
Ind. Lab.
limit of 2,000 ppm
Workability
Applicable when used .
Visual
on Site
As required by specification
Random
CP
Area on site that have to installed.
Cleaness and starting point remarked.
Visual
on Site
As required by specification
Before and after done.
CP
Stone / marble material
hardness and density of material test
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Impaction material test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Material surface scratched test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Stone / marble adhesive mixed
Stone / marble gap grout mateial
15.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Chemical Analysis
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Workability
Applicable when used .
Visual
on Site
As required by specification
Random
CP
Area on site that have to installed.
Cleaness and starting point remarked.
Visual
on Site
As required by specification
Before and after done.
CP
Timber parquette material
Timber/wood dry level test.
Laboratory Test
off Site
As required by specification
When material delivered.
WP
CP
Material surface scratched test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Chemical Analysis
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Material layer between parqutte and screed
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Workability
Applicable when used .
Visual
on Site
As required by specification
Random
CP
Mortar floor screeding Area on site that before for ceramic / stone Cleanness and ready to parquette timber floor will floor tile based applied. be to installed. installed.
Visual
on Site
No garbage, useless concrt. or hole and dirty water or mud.
before and after applied.
CP
ASTM C150
once per month
WP
CP
As required by specification
Every 5000 tons
WP
CP
random
WP
CP
Parqutte timbre floor tile
Parqutte tile adhesive mixed
16.
Chemical Analysis
Cement
Mechanical and Physical ASTM C150, C595, Manufacture's Properties C618, C989 Certificate
Chemical Analysis
Mortar sand
17.
Alumunium door & window unit
Clean and light color.
ASTM C150, C595, Laboratory Test C618, C989
Ind. Lab.
Ind. Lab.
Ind. Lab.
off Site
off Site
Visual
on Site
Other materials content
Laboratory Test
off Site
No mud, oil or polutan content.
random
WP
CP
Grading and Uniformity
Laboratory Test
off Site
As required by specification
random
WP
CP
Mixing Water
Turbidity Chemical properties
Laboratory Test
off Site
once every 6 months
WP
CP
Workability
Applicable when used .
Visual
on Site
As required by specification
Random
CP
Visual
on Site
As required by specification
Before and after done.
CP
off Site
As required by specification
When material delivered.
Cleanness, sizes and Door and window position position ready to on site. installed. Al. door & window frame material
Thickness, powder coating test.
Manufacture's Certificate
limit of 2,000 ppm
WP
CP
18.
Timber door frame
Timber door leaf.
19.
PVC door frame.
PVC door leaf.
Al. Door & Window subframe
Thickness and tension test
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Al. frame const. support assesories
Material tension test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Glass panel material for Al. door & window unit
Rain water and wind test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Rubber material & water Rain water and wind tide system for al. window test. unit
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Rail set system for alumunium door
Strenght, usefull operated test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Hinges, handle, key and al. door assesories etc.
Strenght, usefull operated test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Door position on site.
Vertical, level and position line.
on Site
As required by specification
Before and after done.
Timber door subframe
Timber/wood dry level test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Timber door frame material
Timber/wood dry level test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Timber door frame glue.
Glue adhesion test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Timber door laminate finished
Material surface scratched test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
WP
CP
Door frame opening size and position.
Sizes, vertically ertical and position.
on Site
As required by specification
WP
CP
Timber door leaf material
Timber/ wood dry level test.
Manufacture's Certificate
off Site
As required by specification
WP
CP
Timber door leaf laminate Material scratches finish material surface test.
Manufacture's Certificate
off Site
As required by specification
WP
CP
Timber door leaf accessories and iron mongeries.
Strenght and usefull operated test.
Manufacture's Certificate
off Site
As required by specification
WP
CP
Door position on site.
Vertical, level and position line.
on Site
As required by specification
PVC door frame material
Thickness and strenght test.
Manufacture's Certificate
off Site
As required by specification
WP
CP
Dynabolt and door frame accessories support.
Tension test
Manufacture's Certificate
off Site
As required by specification
WP
CP
Door frame opening size and position.
Sizes, vertically ertical and position.
on Site
As required by specification
PVC door leaf material.
Material scratches surface test.
Manufacture's Certificate
off Site
As required by specification
WP
CP
PVC door leaf accessories and iron mongeries.
Strenght and usefull operated test.
Manufacture's Certificate
off Site
As required by specification
WP
CP
Visual
Visual
Visual
Visual
CP
Before and after done.
CP
Before and after done.
CP
20.
21.
Ending wall to floor on site finish required.
Cleanness, strightly line and ready to install
Timber skirting material
Timber/wood dry level test.
Fixing material support
Tension test
Balcony handrailing balustrade.
Balcony balustrade apartment unit.
Cleanness and ready to installed.
Stainless steel pipe handrailing.
Sizes and position alignment.
Type, sizes and performance quality.
Stainless steel pipe dia. and thickness
Stainless pipe quality product.
Timber skirting.
on Site
As required by specification
Manufacture's Certificate
off Site
As required by specification
WP
CP
Manufacture's Certificate
off Site
As required by specification
WP
CP
Visual
on Site
As required by specification
Before and after done.
CP
Visual
on Site
As required by specification
All of material delivered.
CP
Manufacture's Certificate
off Site
As required by specification
WP
CP
Pipe dia. and thickness
Manufacture's Certificate
off Site
As required by specification
WP
CP
Bending and tension test.
Manufacture's Certificate
off Site
As required by specification
WP
CP
Thickness test
Visual use Sigmat.
on Site
As required by specification
Bending and tension test.
Manufacture's Certificate
off Site
As required by specification
Stainless steel post base plate
Stainless steel plate thickness.
Visual use Sigmat.
on Site
As required by specification
All of material delivered.
CP
Stainless steel dynabolt .
Diynabolt diameter
Visual use Sigmat.
on Site
As required by specification
All of material delivered.
CP
Dynabolt tension test
Manufacture's Certificate
off Site
As required by specification
on Site
As required by specification
Stainless steel handrail post .
Glass panel handrailing.
Glass material
Glass panel sizes, level and position on site.
Shower screen glass.
Visual
Before and after done.
CP
All of material delivered.
CP
WP
WP Before and after done.
CP
CP
CP
Type and thickness
Manufacture's Certificate
off Site
As required by specification
WP
CP
Glass punched test.
Manufacture's Certificate
off Site
As required by specification
WP
CP
Manufacture's Certificate
off Site
As required by specification
WP
CP
on Site
As required by specification
Before and after done.
CP
All of material delivered.
CP
Rubber gasket glass panel Elasticity test support. 22.
Visual
Location on site.
Size and position on site ready to installed.
Glass material
Type and thickness
Visual use Sigmat.
on Site
As required by specification
Glass punched test.
Manufacture's Certificate
off Site
As required by specification
WP
CP
Manufacture's Certificate
off Site
As required by specification
WP
CP
Rubber gasket glass panel Elasticity test support.
Visual
Glass silicon sealant.
Quality product test.
Manufacture's Certificate
off Site
As required by specification
WP
CP
Notes: 1) Testing Agency
Ind. Lab: Independent Laboratory which approved a Agency for this Project. 2) Notice: R: Required to submit Filed Ins. Notice (FIR) 3) Record FIF: Field Inspection form 4) Acceptance Criteria NA: Not Applicable 5) Inspection Client/ Consultant: CP:
WP:
HP:
SI:
- Marble dry laid checking. - Putty. - Painting. - Paving. - Plastering. - Ceiling frame - Ceiling boarding. - Timber floor - Timber door.
Control Point (Intermittent monitori work in progress (whether by the O
Witness Point (provides Client/Con witness the inspection or test or as discretion.
Hold Point (defines a point beyond proceed without the authorisation o provider or authority
Self inspection - Where the service work verifies the quality progressiv checklists.
Record
FIF
FIF Mfd. Certificate Mfd. Certificate
Test Report
FIF
Mfd. Certificate
Test Report
Test Report
Test Report
FIF
Test Report
FIF
FIF Mfd. Certificate
Test Report
Test Report
Remarks
Test Report
FIF
Test Report
FIF
FIF
Test Report
Test Report
Test Report Mfd. Certificate Test Report Mfd. Certificate Test Report
FIF
Test Report
Test Report
Test Report Mfd. Certificate Test Report Mfd. Certificate Test Report
FIF
Mfd. Certificate Test Report Mfd. Certificate
Test Report Mfd. Certificate Test Report
Test Report
Test Report
Test Report
Test Report
FIF
FIF Mfd. Certificate Test Report
Test Report
FIF
FIF Mfd. Certificate Mfd. Certificate Mfd. Certificate FIF
Mfd. Certificate Mfd. Certificate FIF
FIF Mfd. Certificate Test Report
Test Report
FIF
FIF
FIF
FIF Mfd. Certificate Test Report
Test Report
FIF
FIF
FIF Mfd. Certificate Test Report
Test Report
FIF
FIF
Mfd. Certificate
Test Report
Test Report
Test Report
Test Report
Test Report
FIF
FIF Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate FIF
FIF Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate
Mfd. Certificate Mfd. Certificate Mfd. Certificate FIF
FIF
Test Report Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate FIF
FIF Mfd. Certificate
Test Report
Test Report
Test Report
Test Report
Test Report
FIF
FIF Mfd. Certificate
Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate
Mfd. Certificate FIF Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate FIF Mfd. Certificate Mfd. Certificate FIF Mfd. Certificate Mfd. Certificate
FIF Mfd. Certificate Mfd. Certificate FIF
FIF Mfd. Certificate Mfd. Certificate Mfd. Certificate FIF Mfd. Certificate FIF
FIF Mfd. Certificate FIF Mfd. Certificate Mfd. Certificate Mfd. Certificate FIF
FIF Mfd. Certificate Mfd. Certificate
Mfd. Certificate
y which approved as Independent Testing
Notice (FIR)
ntermittent monitoring of any stage of the s (whether by the Owner or Consultant).
provides Client/Consultant opportunity to pection or test or aspect of the work, at their
nes a point beyond which work may not t the authorisation of a designated service ority
- Where the service provider performing the e quality progressively often with the aid of
INSPECTION AND TESTING PLAN (ITP) No.
01.
Work Item
Brickwall
Inspection/Testing Subject
Inspection/Testing Item
Spec.
Code & Method of Testing Laboratory Standard Insp./Testing Agency Location
Location / area on site installed
Cleanness, sizes and position line
Visual
on Site
Brick material
Cleaness and sizes
Visual
on Site
Mechanical and Physical Properties Wall mortar bedding
Cement
02.
Wall mortar plaster
Before and after installed
R
CP
Random every brick delivered.
R
CP
Every 15.000 peaces.
NR
WP
CP
once per month
NR
WP
CP
WP
CP
ESJV
ICIC
off Site
Manufacture's Certificate
Ind. Lab.
off Site
ASTM C150
Laboratory Test
Ind. Lab.
off Site
As required by specification
Every 5000 tons
NR
on Site
As required by specification
random
R
off Site
As required by specification
When material delivered.
NR
Visual
on Site
As required by specification
random
R
Other materials content
Laboratory Test
off Site
No mud, oil or polutan content.
random
R
WP
CP
Grading and Uniformity
Laboratory Test
off Site
As required by specification
random
R
WP
CP
Visual
on Site
1 part of cement and 4 part of sand
Random
R
WP
CP
Laboratory Test
off Site
limit of 2,000 ppm
once every 6 months
R
WP
CP
Visual
on Site
As required by specification
Random
R
CP
Visual
on Site
As required by specification
Before and after installed
R
CP
Visual
on Site
As required by specification
Before and after installed
R
CP
off Site
ASTM C150
once per month
NR
WP
CP
Visual
on Site
As required by specification
random
NR
WP
CP
Other materials content
Laboratory Test
off Site
No mud, oil or polutan content.
random
NR
WP
CP
Grading and Uniformity
Laboratory Test
off Site
As required by specification
random
NR
WP
CP
Mechanical and Physical Properties
ASTM C150, C595, C618, ASTM C989 C150, C595, C618, C989
Mesh dia. and opening mesh square.
Visual
Manufacture's Certificate
Clean and light color.
Mixing mortar
Dray mixing
Mixing Water
Turbidity Chemical properties
Workability
Applicable when used as brick bedding
USBR Concrete Manual
Brick / concrt. Wall on site Cleaness, flatness, installed. vertically and straightly. Corner bead
Notice
Ind. Lab.
Tension test
Mortar sand
No garbage, oil and useless sand, dirty water or mud. Stove burned properly, hard, not a lot of pores and not brittle. Stove burned properly, hard, not a lot of pores and not brittle.
Inspection Client/ Consultant
Frequency
Manufacture's Certificate
Chemical Analysis
Methal lath ( Mesh )
Accepatnce Criteria
Strong, solid and straightly.
Cement
Mechanical and Physical Properties
Mortar sand
Clean and light color.
ASTM C150, C595, C618, C989
Manufacture's Certificate
Ind. Lab.
Ind. Lab.
CP
WP
CP
CP
Nagecco
03.
Ceramic wall tile
off Site
limit of 2,000 ppm
Visual
on Site
Visual
Hardness and density of material test
Workability
Applicable when used as wall plaster
Random
R
once every 6 months
R
As required by specification
Random
R
CP
on site
As required by specification
Before and after installed
R
CP
Laboratory Test
off Site
As required by specification
Random
NR
WP
CP
Impaction material test.
Laboratory Test
off Site
As required by specification
Random
NR
WP
CP
Material surface scratched test.
Laboratory Test
off Site
As required by specification
Random
NR
WP
CP
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Chemical Analysis
Laboratory Test
off Site
As required by specification
Random
NR
WP
CP
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Chemical Analysis
Laboratory Test
off Site
As required by specification
Random
NR
WP
CP
Visual
on Site
Cleaness, flatness, vertcally and straightly.
Before and after installed
R
WP
CP
Hardness and density of material test
Laboratory Test
off Site
As required by specification
Random
NR
WP
CP
Impaction material test.
Laboratory Test
off Site
As required by specification
Random
NR
WP
CP
Material surface scratched test.
Laboratory Test
off Site
As required by specification
Random
NR
WP
CP
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Chemical Analysis
Laboratory Test
off Site
As required by specification
Random
NR
WP
CP
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
NR
WP
CP
Chemical Analysis
Laboratory Test
off Site
As required by specification
Every 5000 tons
NR
WP
CP
Before and after installed
R
When material delivered.
NR
Cleaness, flatness, Concretewall and brickwall vertically, straightly and on site that have to starting point installed. remarked.
Concretewall and brickwall Cleaness, flatness, on site that have to vertcally and straightly. installed. Stone / marble material
Stone / marble adhesive mixed
Stone / marble gap grout mateial
Concrt. Slabt soffit ceiling
Laboratory Test
Turbidity Chemical properties
Ceramic tile gap grouting material
05.
1 part of cement and 4 part of sand
Mixing Water
Ceramic tile adhesive mixed
Stone / marble tile wall
on Site
Dray mixing
Ceramic tile material
04.
Visual
Mixing mortar
Area concrette slab soffit on site.
Cleanness and flatness.
Sikaplas
Mechanical and Physical Properties
Visual Manufacture's Certificate
Ind. Lab.
Ind. Lab.
Ind. Lab.
Ind. Lab.
on Site
off Site
As required by specification
CP
WP
CP
CP
WP
CP
Bonding agent
Cement
Chemical Analysis
Laboratory Test
Mechanical and Physical Properties
Manufacture's Certificate
Chemical Analysis
Laboratory Test
Mechanical and Physical Properties Chemical Analysis
Mortar sand
06
Brick / concrt. wall and concrt. Soffit ceiling skim coat / putty.
Clean and light color.
08.
Gypsum partition wall
Gypsum suspended ceiling
Manufacture's Certificate Laboratory Test
Ind. Lab. Ind. Lab. Ind. Lab.
off Site
As required by specification
random
NR
WP
CP
off Site
As required by specification
When material delivered.
NR
WP
CP
off Site
As required by specification
random
NR
WP
CP
off Site
ASTM C150
once per month
NR
WP
CP
off Site
As required by specification
Every 5000 tons
NR
WP
CP
random
NR
WP
CP
Visual
on Site
Other materials content
Laboratory Test
off Site
No mud, oil or polutan content.
random
NR
WP
CP
Grading and Uniformity
Laboratory Test
off Site
As required by specification
random
NR
WP
CP
Mixing Water
Turbidity Chemical properties
Laboratory Test
off Site
limit of 2,000 ppm
once every 6 months
R
WP
CP
Workability
Applicable when used .
Visual
on Site
As required by specification
Random
R
CP
Brick/concrt wall and concrt. Slab soffit.
Cleaness and flat surface.
Visual
on Site
As required by specification
Before and after done.
R
CP
Skim coat / putty material
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Chemical Analysis
Laboratory Test
off Site
As required by specification
Random
NR
WP
CP
Laboratory Test
off Site
limit of 2,000 ppm
once every 6 months
R
WP
CP
Random
R
Mixing Water
07.
ASTM C150, C595, C618, ASTM C989 C150, C595, C618, C989
Ind. Lab.
Ind. Lab.
Workability
Applicable when used .
Visual
on Site
As required by specification
Location / area on site installed.
Cleanness and ready to installed.
Visual
on Site
No garbage, useless concrt. or hole and dirty water or mud.
Before and after installed
R
WP
CP
Wall partitition frame material
Tension bended test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Wall partition frame assecories support
Tension test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Gypsum board panel
Impact test
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Location / area on site installed
Cleanness and ready to installed.
on Site
No ex- form work, all hole closed, all work ceiling above done.
Before and after installed
R
WP
CP
Ceiling hanger/frame material
Tension bended test.
off Site
As required by specification
When material delivered.
NR
WP
CP
Visual Manufacture's Certificate
CP
09.
Ceiling hanger/frame assecories support
Tension test.
Workability
Applicable when used . Cleaness, flatness, vertically and ready for applied.
Gyp. partition wall and Gypsum ceiling and susped. Ceiling putty. gypsum partition wall.
Wall and ceiling paint.
12.
Waterproofing protection screeding
When material delivered.
NR
Visual
on Site
As required by specification
Random
R
CP
Visual
on Site
As required by specification
Before and after done.
R
CP
off Site
As required by specification
When material delivered.
NR
WP
CP
off Site
As required by specification
random
NR
WP
CP
once every 6 months
R
WP
CP
WP
CP
Chemical Analysis
Laboratory Test
Mixing Water
Turbidity Chemical properties
Laboratory Test
off Site
limit of 2,000 ppm
Workability
Applicable when used .
Visual
on Site
As required by specification
Random
R
CP
Wall and ceiling on site location.
Cleaness, flatness, vertically and ready for applied.
Visual
on Site
As required by specification
Before and after done.
R
CP
Visual use humiditymeter
on Site
As required by specification
Random
R
CP
Visual
on Site
As required by specification
Random
R
CP
off Site
As required by specification
When material delivered.
NR
WP
CP
off Site
As required by specification
random
NR
WP
CP
once every 6 months
R
WP
CP
Random
R
CP
before and after applied.
R
CP
random
R
WP
Wall and ceiling paint material
Waterproofing floor slab
As required by specification
Manufacture's Certificate
Humidity wall test.
11.
off Site
Mechanical and Physical Properties
Skim coat / putty material
10.
Manufacture's Certificate
Expired time product and applicable used test.
Ind. Lab.
Mechanical and Physical Properties
Manufacture's Certificate
Chemical Analysis
Laboratory Test
Mixing Water
Turbidity Chemical properties
Laboratory Test
off Site
Workability
Applicable when used .
Visual
on Site
As required by specification
Area on site that have to apply waterproofing treatment.
Cleanness and ready to applied.
Visual
on Site
No garbage, useless concrt. or hole and dirty water or mud.
Water proofing material
Hydrostatic (Leak) Test
Visual
on Site
No Leak after 24 hrs
off Site
As required by specification
When material delivered.
NR
WP
CP
off Site
As required by specification
random
NR
WP
CP
once every 6 months
R
WP
CP
Ind. Lab.
limit of 2,000 ppm
Mechanical and Physical Properties
Manufacture's Certificate
Chemical Analysis
Laboratory Test
Mixing Water
Turbidity Chemical properties
Laboratory Test
off Site
Workability
Applicable when used .
Visual
on Site
As required by specification
Random
R
Area on site that waterproofing treatment done already.
Cleanness and waterponding test done.
Visual
on Site
As required by specification
Before and after done.
R
WP
CP
Cement
Mechanical and Physical Properties
off Site
ASTM C150
once per month
NR
WP
CP
ASTM C150, C595, C618, C989
Manufacture's Certificate
Ind. Lab.
Ind. Lab.
limit of 2,000 ppm
CP
Chemical Analysis
Mortar sand
13.
Ceramic floor tile
Stone / marble floor
Ind. Lab.
off Site
As required by specification
Every 5000 tons
NR
WP
CP
random
NR
WP
CP
on Site
Other materials content
Laboratory Test
off Site
No mud, oil or polutan content.
random
NR
WP
CP
Grading and Uniformity
Laboratory Test
off Site
As required by specification
random
NR
WP
CP
Mixing Water
Turbidity Chemical properties
Laboratory Test
off Site
once every 6 months
R
WP
CP
Workability
Applicable when used .
Visual
on Site
As required by specification
Random
R
CP
Area on site that have to installed.
Cleaness and starting point remarked.
Visual
on Site
As required by specification
Before and after done.
R
CP
Ceramic tile material
Hardness and density of material test
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Impaction material test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Material surface scratched test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Chemical Analysis
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Chemical Analysis
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Ceramic tile gap grouting material
14.
Laboratory Test
Visual
Ceramic tile adhesive mixed
Clean and light color.
ASTM C150, C595, C618, C989
limit of 2,000 ppm
Workability
Applicable when used .
Visual
on Site
As required by specification
Random
R
CP
Area on site that have to installed.
Cleaness and starting point remarked.
Visual
on Site
As required by specification
Before and after done.
R
CP
Stone / marble material
hardness and density of material test
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Impaction material test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Material surface scratched test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Chemical Analysis
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Stone / marble adhesive mixed
Stone / marble gap grout mateial
15.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Chemical Analysis
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Workability
Applicable when used .
Visual
on Site
As required by specification
Random
R
CP
Area on site that have to installed.
Cleaness and starting point remarked.
Visual
on Site
As required by specification
Before and after done.
R
CP
Timber parquette material
Timber/wood dry level test.
Laboratory Test
off Site
As required by specification
When material delivered.
NR
WP
CP
Material surface scratched test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Chemical Analysis
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Material layer between parqutte and screed
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Workability
Applicable when used .
Visual
on Site
As required by specification
Random
R
CP
Mortar floor screeding Area on site that before for ceramic / stone Cleanness and ready to parquette timber floor will floor tile based applied. be to installed. installed.
Visual
on Site
No garbage, useless concrt. or hole and dirty water or mud.
before and after applied.
R
CP
once per month
NR
WP
CP
Every 5000 tons
NR
WP
CP
random
R
WP
CP
Parqutte timbre floor tile
Parqutte tile adhesive mixed
16.
Mechanical and Physical Properties
Cement
Mechanical and Physical Properties
Chemical Analysis
Mortar sand
17.
Alumunium door & window unit
Clean and light color.
ASTM C150, C595, C618, ASTM C989 C150, C595, C618, C989
Manufacture's Certificate
Laboratory Test
Ind. Lab.
Ind. Lab. Ind. Lab.
off Site
off Site
ASTM C150
As required by specification
Visual
on Site
Other materials content
Laboratory Test
off Site
No mud, oil or polutan content.
random
NR
WP
CP
Grading and Uniformity
Laboratory Test
off Site
As required by specification
random
NR
WP
CP
Mixing Water
Turbidity Chemical properties
Laboratory Test
off Site
once every 6 months
R
WP
CP
Workability
Applicable when used .
Visual
on Site
As required by specification
Random
R
CP
Visual
on Site
As required by specification
Before and after done.
R
CP
Cleanness, sizes and Door and window position position ready to on site. installed.
limit of 2,000 ppm
Al. door & window frame material
Thickness, powder coating test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Al. Door & Window subframe
Thickness and tension test
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
18.
Timber door frame
Timber door leaf.
19.
PVC door frame.
PVC door leaf.
20.
Timber skirting.
Al. frame const. support assesories
Material tension test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Glass panel material for Al. door & window unit
Rain water and wind test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Rubber material & water Rain water and wind tide system for al. window test. unit
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Rail set system for alumunium door
Strenght, usefull operated test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Hinges, handle, key and al. door assesories etc.
Strenght, usefull operated test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Door position on site.
Vertical, level and position line.
on Site
As required by specification
Before and after done.
R
Timber door subframe
Timber/wood dry level test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Timber door frame material
Timber/wood dry level test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Timber door frame glue.
Glue adhesion test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Timber door laminate finished
Material surface scratched test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
CP
Door frame opening size and position.
Sizes, vertically ertical and position.
on Site
As required by specification
R
WP
CP
Timber door leaf material
Timber/ wood dry level test.
Manufacture's Certificate
off Site
As required by specification
NR
WP
CP
Timber door leaf laminate Material scratches finish material surface test.
Manufacture's Certificate
off Site
As required by specification
NR
WP
CP
Timber door leaf accessories and iron mongeries.
Strenght and usefull operated test.
Manufacture's Certificate
off Site
As required by specification
NR
WP
CP
Door position on site.
Vertical, level and position line.
on Site
As required by specification
PVC door frame material
Thickness and strenght test.
Manufacture's Certificate
off Site
As required by specification
NR
WP
CP
Dynabolt and door frame accessories support.
Tension test
Manufacture's Certificate
off Site
As required by specification
NR
WP
CP
Door frame opening size and position.
Sizes, vertically ertical and position.
on Site
As required by specification
PVC door leaf material.
Material scratches surface test.
Manufacture's Certificate
off Site
As required by specification
NR
WP
CP
PVC door leaf accessories and iron mongeries.
Strenght and usefull operated test.
Manufacture's Certificate
off Site
As required by specification
NR
WP
CP
Ending wall to floor on site finish required.
Cleanness, strightly line and ready to install
on Site
As required by specification
Visual
Visual
Visual
Visual
Visual
Before and after done.
Before and after done.
Before and after done.
CP
R
CP
R
R
CP
CP
21.
Timber skirting material
Timber/wood dry level test.
Manufacture's Certificate
off Site
As required by specification
NR
WP
CP
Fixing material support
Tension test
Manufacture's Certificate
off Site
As required by specification
NR
WP
CP
Balcony handrailing balustrade.
Balcony balustrade apartment unit.
Cleanness and ready to installed.
Visual
on Site
As required by specification
Before and after done.
R
CP
Stainless steel pipe handrailing.
Sizes and position alignment.
Type, sizes and performance quality.
Visual
on Site
As required by specification
All of material delivered.
R
CP
Stainless steel pipe dia. and thickness
Stainless pipe quality product.
Manufacture's Certificate
off Site
As required by specification
NR
WP
CP
Pipe dia. and thickness
Manufacture's Certificate
off Site
As required by specification
NR
WP
CP
Bending and tension test.
Manufacture's Certificate
off Site
As required by specification
NR
WP
CP
Thickness test
Visual use Sigmat.
on Site
As required by specification
Bending and tension test.
Manufacture's Certificate
off Site
As required by specification
Stainless steel post base plate
Stainless steel plate thickness.
Visual use Sigmat.
on Site
As required by specification
All of material delivered.
R
CP
Stainless steel dynabolt .
Diynabolt diameter
Visual use Sigmat.
on Site
As required by specification
All of material delivered.
R
CP
Dynabolt tension test
Manufacture's Certificate
off Site
As required by specification
on Site
As required by specification
Stainless steel handrail post .
Glass panel handrailing.
Glass material
Glass panel sizes, level and position on site.
Shower screen glass.
R
NR
NR Before and after done.
CP
WP
WP
R
CP
CP
CP
Type and thickness
Manufacture's Certificate
off Site
As required by specification
NR
WP
CP
Glass punched test.
Manufacture's Certificate
off Site
As required by specification
NR
WP
CP
Manufacture's Certificate
off Site
As required by specification
NR
WP
CP
on Site
As required by specification
Before and after done.
R
CP
All of material delivered.
R
CP
Rubber gasket glass panel Elasticity test support. 22.
Visual
All of material delivered.
Location on site.
Size and position on site ready to installed.
Glass material
Type and thickness
Visual use Sigmat.
on Site
As required by specification
Glass punched test.
Manufacture's Certificate
off Site
As required by specification
NR
WP
CP
Rubber gasket glass panel Elasticity test support.
Manufacture's Certificate
off Site
As required by specification
NR
WP
CP
Glass silicon sealant.
Manufacture's Certificate
off Site
As required by specification
NR
WP
CP
Quality product test.
Visual
Notes: 1) Testing Agency
Ind. Lab: Independent Laboratory which approved as Indepen Agency for this Project. 2) Notice: R: Required to submit Filed Ins. Notice (FIR) 3) Record FIF: Field Inspection form 4) Acceptance Criteria NA: Not Applicable 5) Inspection Client/ Consultant: CP:
WP:
HP:
SI:
- Marble dry laid checking. - Putty. - Painting. - Paving. - Plastering. - Ceiling frame - Ceiling boarding. - Timber floor - Timber door.
Control Point (Intermittent monitoring of any s work in progress (whether by the Owner or C
Witness Point (provides Client/Consultant op witness the inspection or test or aspect of the discretion.
Hold Point (defines a point beyond which wo proceed without the authorisation of a design provider or authority
Self inspection - Where the service provider p work verifies the quality progressively often w checklists.
Record
FIF
FIF Mfd. Certificate Mfd. Certificate
Test Report
FIF
Mfd. Certificate
Test Report
Test Report
Test Report
FIF
Test Report
FIF
FIF Mfd. Certificate
Test Report
Test Report
Test Report
Remarks
FIF
Test Report
FIF
FIF
Test Report
Test Report
Test Report Mfd. Certificate Test Report Mfd. Certificate Test Report
FIF
Test Report
Test Report
Test Report Mfd. Certificate Test Report Mfd. Certificate Test Report
FIF Mfd. Certificate
Test Report Mfd. Certificate
Test Report Mfd. Certificate Test Report
Test Report
Test Report
Test Report
Test Report
FIF
FIF Mfd. Certificate Test Report
Test Report
FIF
FIF Mfd. Certificate Mfd. Certificate Mfd. Certificate FIF Mfd. Certificate
Mfd. Certificate FIF
FIF Mfd. Certificate Test Report
Test Report
FIF
FIF
FIF
FIF Mfd. Certificate Test Report
Test Report
FIF
FIF
FIF Mfd. Certificate Test Report
Test Report
FIF
FIF Mfd. Certificate
Test Report
Test Report
Test Report
Test Report
Test Report
FIF
FIF Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate FIF
FIF Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate
Mfd. Certificate Mfd. Certificate FIF
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Test Report Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate FIF
FIF Mfd. Certificate
Test Report
Test Report
Test Report
Test Report
Test Report
FIF
FIF Mfd. Certificate Mfd. Certificate
Mfd. Certificate Mfd. Certificate Mfd. Certificate
Mfd. Certificate FIF Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate Mfd. Certificate FIF Mfd. Certificate Mfd. Certificate FIF Mfd. Certificate Mfd. Certificate FIF
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y which approved as Independent Testing
Notice (FIR)
ntermittent monitoring of any stage of the s (whether by the Owner or Consultant).
provides Client/Consultant opportunity to pection or test or aspect of the work, at their
nes a point beyond which work may not t the authorisation of a designated service ority
- Where the service provider performing the e quality progressively often with the aid of
INSPECTION AND TESTING PLAN (ITP) No.
01.
02.
Work Item
Fill and back fill
Mixed Concrete
Inspection/Testin g Subject
Inspection/Testing Item
Filling area
Cleanliness and Compaction
Filling Material and Compaction Method
Suitability of Filling Material and Compaction Method
Filling Material
Maximum Dry Density
Degree of Compaction
Field Dry Density
Cement
Mechanical and Physical Properties
Spec.
AASHTO
T99
ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989
Chemical Analysis Compression Test (28 days) Fine Aggregate
Code & Standard
Material passing No.200 Sieve
ASTM C117
Grading and Uniformity Fineness Modulus
Placing Concrete
Mixing Water
Turbidity Chemical properties
Workability
Slump Test
Compressive Strength
Compression Test
Placing Concrete
Positioning, Fixing and Condition of the Reinforcement
Method of Insp./Testing
Frequency
Notice
Visual
No unsuitable material remain, properly compacted initially
before filling
R
CP
Field Density Test (Sand Cone Replacement Method)
90% Dt.max, AASHTO T99
Once for each type of equipment to be used
R
CP
Laboratory Test
NA
R
CP
Field Density Test (Sand Cone Replacement Method)
Min. 90% of Max. Dry Density as determined by AASHTO T99
R
CP
ASTM C150
off Site
As required by specification
on Site
As required by specification
Laboratory Test
off Site
specificate requirement
Monthly for each grade of cement once for each source
Laboratory Test
on Site
specificate requirement
once per month
on Site
specificate requirement
once per month
Ind. Lab.
Laboratory Test
Laboratory Test USBR Concrete Manual
Every 5000m3 of filling material Average of 2 tests for every layer completed, but not more than 1000m2 per layer of each structure once per month
off Site
Laboratory Test
Ind. Lab.
Laboratory Location
Inspection Client/ Consultant MAIN ICIC CONTRACTO R
Accepatnce Criteria
Manufacture's Certificate
Testing Agency
Laboratory Test
off Site
Field Test
on Site
Laboratory Test
on Site
Visual
on Site
Every 5000 tons
once every 6 limit of 2,000 ppm months each 40m3 of not higer than 20mm each grade of from the value concrete specified in the produced in approved mix design any one day at least three cubic sample to be taken for each structure specificate or each 20m3 requirement of each grade of concrete produced in any one day
Sheared Length: 25mm
ESJV
NR
WP
CP
NR
WP
CP
NR
WP
CP
R
WP
CP
R
WP
CP
WP
CP
R
WP
CP
R
Wp
CP
R
WP
CP
Before placing concrete
R
CP
As required by specification
Every 60 tons
NR
CP
R
CP
Depth of Truss Bars: -12mm Stirrup, Ties and Spirals: 12mm Location of all other Bens: 12mm Reinforcement
Tension Test
Laboratory Test Visual, Survey
on Site
as per drawing
Before placing concrete
Cleanliness
Visual
on Site
No unsuitable material remain
Before placing concrete
R
CP
Construction Joints
Visual
on Site
Proper method
Before placing concrete
R
CP
on Site
see Table-3 for concrete structure
Before placing concrete
R
WP
Visual
on Site
minimum 60mm for the concrete in contact with seawater, ground water or soil. Otherwise in accordance with ACI manual or approved equal.
Before placing concrete
R
WP
Visual, Survey
on Site
ACI 117-90, Sections 3 & 4
Before placing concrete
R
WP
No Leak after 24 hrs
Embedded Items
Alignment and Suitability of the Containing Surface
Visual, Survey
Concrete Cover
A.01. Brickwall
off Site
Formwork
Size and Alignment
Concrete Roof Waterproofing
Hydrostatic (Leak) Test
Concrete Structures
Line and levels
1.2.14
ACI 117-90
Visual
on Site
Each structure
R
WP
Visual, Survey
on Site
Each structure
R
WP
Defects
Visual
on Site
Each structure
R
WP
Location / area on site installed
Cleanness, sizes and position line
Visual
on Site
Before and after installed
NR
Brick material
Cleaness and sizes
Visual
on Site
Random every brick delivered.
R
WP
WP
Every 15.000 peaces.
R
WP
WP
each unit
R
WP
CP
Mechanical and Physical Properties Performance & workmanship
8A-21.5
Manufacture's Certificate
Ind. Lab.
Specification
Page 55
off Site
insitu
No garbage, oil and useless sand, dirty water or mud. Stove burned properly, hard, not a lot of pores and not brittle. Stove burned properly, hard, not a lot of pores and not brittle.
SI
No.
01.
02.
Work Item
Fill and back fill
Mixed Concrete
Inspection/Testin g Subject
Inspection/Testing Item
Filling area
Cleanliness and Compaction
Filling Material and Compaction Method
Suitability of Filling Material and Compaction Method
Filling Material
Maximum Dry Density
Degree of Compaction
Field Dry Density
Cement
Mechanical and Physical Properties
Spec.
AASHTO
Chemical Analysis Compression Test (28 days) Fine Aggregate
Placing Concrete
Code & Standard
Material passing No.200 Sieve
T99
Method of Insp./Testing
Testing Agency
Laboratory Location
Frequency
Notice
Visual
No unsuitable material remain, properly compacted initially
before filling
R
CP
Field Density Test (Sand Cone Replacement Method)
90% Dt.max, AASHTO T99
Once for each type of equipment to be used
R
CP
Laboratory Test
NA
R
CP
Field Density Test (Sand Cone Replacement Method)
Min. 90% of Max. Dry Density as determined by AASHTO T99
R
CP
Manufacture's Certificate
Ind. Lab.
off Site
ASTM C150
Laboratory Test
Ind. Lab.
off Site
As required by specification
Laboratory Test
on Site
As required by specification
ASTM C117
Laboratory Test
off Site
specificate requirement
Monthly for each grade of cement once for each source once per month once per month
Grading and Uniformity
Laboratory Test
on Site
Fineness Modulus
Laboratory Test
on Site
specificate requirement
Mixing Water Workability
Slump Test
Compressive Strength
Compression Test
Placing Concrete
Positioning, Fixing and Condition of the Reinforcement
Every 5000m3 of filling material Average of 2 tests for every layer completed, but not more than 1000m2 per layer of each structure once per month
ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989
specificate requirement
Turbidity Chemical properties
USBR Concrete Manual
Inspection Client/ Consultant MAIN ICIC CONTRACTO R
Accepatnce Criteria
Laboratory Test
off Site
Field Test
on Site
Laboratory Test
on Site
Visual
on Site
Every 5000 tons
once every 6 limit of 2,000 ppm months each 40m3 of not higer than 20mm each grade of from the value concrete specified in the produced in approved mix design any one day at least three cubic sample to be taken for each structure specificate or each 20m3 requirement of each grade of concrete produced in any one day
Sheared Length: 25mm
ESJV
NR
WP
CP
NR
WP
CP
NR
WP
CP
R
WP
CP
R
WP
CP
WP
CP
R
WP
CP
R
Wp
CP
R
WP
CP
Before placing concrete
R
CP
As required by specification
Every 60 tons
NR
CP
on Site
as per drawing
Before placing concrete
R
CP
on Site
No unsuitable material remain
Before placing concrete
R
CP
on Site
Proper method
Before placing concrete
R
CP
on Site
see Table-3 for concrete structure
Before placing concrete
R
WP
Visual
on Site
minimum 60mm for the concrete in contact with seawater, ground water or soil. Otherwise in accordance with ACI manual or approved equal.
Before placing concrete
R
WP
ACI 117-90
Visual, Survey
on Site
ACI 117-90, Sections 3 & 4
Before placing concrete
R
WP
8A-21.5
Visual
on Site
No Leak after 24 hrs
Each structure
R
WP
Visual, Survey
on Site
Each structure
R
WP
Defects
Visual
on Site
Each structure
R
WP
Brick / concrt. Wall on site installed.
Cleaness, flatness, vertically and straightly.
Visual
on Site
As required by specification
Before and after installed
NR
WP
WP
SI
Corner bead
Strong, solid and straightly.
Visual
on Site
As required by specification
Before and after installed
NR
WP
WP
SI
off Site
ASTM C150
once per month
NR
WP
WP
SI
Visual
on Site
As required by specification
random
NR
WP
WP
SI
Other materials content
Laboratory Test
off Site
No mud, oil or polutan content.
random
NR
WP
WP
SI
Grading and Uniformity
Laboratory Test
off Site
As required by specification
random
NR
WP
WP
SI
Visual
on Site
1 part of cement and 4 part of sand
Random
NR
WP
WP
SI
Laboratory Test
off Site
limit of 2,000 ppm
once every 6 months
NR
WP
WP
SI
Visual
on Site
As required by specification
Random
NR
WP
WP
SI
Specification
insitu
each unit
R
WP
CP
Visual
on site
As required by specification
Before and after installed
R
WP
WP
SI
Hardness and density of material test
Laboratory Test
off Site
As required by specification
Random
R
HP
WP
SI
Impaction material test.
Laboratory Test
off Site
As required by specification
Random
R
WP
WP
SI
Depth of Truss Bars: -12mm Stirrup, Ties and Spirals: 12mm Location of all other Bens: 12mm Reinforcement
Tension Test
Laboratory Test
Embedded Items
Visual, Survey
Cleanliness
Visual
Construction Joints
Visual
Alignment and Suitability of the Containing Surface
Visual, Survey
Concrete Cover
A.02. Plastering
Formwork
Size and Alignment
Concrete Roof Waterproofing
Hydrostatic (Leak) Test
Concrete Structures
Line and levels
Cement
Mechanical and Physical Properties
Mortar sand
Clean and light color.
Mixing mortar
Dray mixing
Mixing Water
Turbidity Chemical properties
Workability
Applicable when used as wall plaster
Performance & workmanship A.03. Wall/ floor ceramic tile
Cleaness, flatness, Concretewall and vertically, straightly and brickwall on site that starting point have to installed. remarked. Ceramic tile material
off Site
1.2.14
ASTM C150, C595, C618, C989
Manufacture's Certificate
Ind. Lab.
Page 56
No.
01.
02.
Work Item
Fill and back fill
Mixed Concrete
Inspection/Testin g Subject
Inspection/Testing Item
Filling area
Cleanliness and Compaction
Filling Material and Compaction Method
Suitability of Filling Material and Compaction Method
Filling Material
Maximum Dry Density
Degree of Compaction
Field Dry Density
Cement
Mechanical and Physical Properties
Spec.
AASHTO
Chemical Analysis Compression Test (28 days) Fine Aggregate
Placing Concrete
Code & Standard
Material passing No.200 Sieve
T99
Method of Insp./Testing
Testing Agency
Laboratory Location
Frequency
Notice
Visual
No unsuitable material remain, properly compacted initially
before filling
R
CP
Field Density Test (Sand Cone Replacement Method)
90% Dt.max, AASHTO T99
Once for each type of equipment to be used
R
CP
Laboratory Test
NA
R
CP
Field Density Test (Sand Cone Replacement Method)
Min. 90% of Max. Dry Density as determined by AASHTO T99
R
CP
Manufacture's Certificate
Ind. Lab.
off Site
ASTM C150
Laboratory Test
Ind. Lab.
off Site
As required by specification
Laboratory Test
on Site
As required by specification
ASTM C117
Laboratory Test
off Site
specificate requirement
Monthly for each grade of cement once for each source once per month once per month
Grading and Uniformity
Laboratory Test
on Site
Fineness Modulus
Laboratory Test
on Site
specificate requirement
Mixing Water Workability
Slump Test
Compressive Strength
Compression Test
Placing Concrete
Positioning, Fixing and Condition of the Reinforcement
Every 5000m3 of filling material Average of 2 tests for every layer completed, but not more than 1000m2 per layer of each structure once per month
ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989
specificate requirement
Turbidity Chemical properties
USBR Concrete Manual
Inspection Client/ Consultant MAIN ICIC CONTRACTO R
Accepatnce Criteria
Laboratory Test
off Site
Field Test
on Site
Laboratory Test
on Site
Visual
on Site
Every 5000 tons
once every 6 limit of 2,000 ppm months each 40m3 of not higer than 20mm each grade of from the value concrete specified in the produced in approved mix design any one day at least three cubic sample to be taken for each structure specificate or each 20m3 requirement of each grade of concrete produced in any one day
Sheared Length: 25mm
ESJV
NR
WP
CP
NR
WP
CP
NR
WP
CP
R
WP
CP
R
WP
CP
WP
CP
R
WP
CP
R
Wp
CP
R
WP
CP
Before placing concrete
R
CP
As required by specification
Every 60 tons
NR
CP
on Site
as per drawing
Before placing concrete
R
CP
on Site
No unsuitable material remain
Before placing concrete
R
CP
on Site
Proper method
Before placing concrete
R
CP
on Site
see Table-3 for concrete structure
Before placing concrete
R
WP
Visual
on Site
minimum 60mm for the concrete in contact with seawater, ground water or soil. Otherwise in accordance with ACI manual or approved equal.
Before placing concrete
R
WP
ACI 117-90
Visual, Survey
on Site
ACI 117-90, Sections 3 & 4
Before placing concrete
R
WP
8A-21.5
Visual
on Site
No Leak after 24 hrs
Each structure
R
WP
Visual, Survey
on Site
Each structure
R
WP
Visual
on Site
Each structure
R
WP
Laboratory Test
off Site
As required by specification
Random
R
WP
WP
SI
Manufacture's Certificate
off Site
As required by specification
When material delivered.
R
WP
WP
SI
off Site
As required by specification
Random
R
WP
WP
SI
off Site
As required by specification
When material delivered.
R
WP
WP
SI
off Site
As required by specification
Random
R
WP
WP
SI
all
R
WP
CP
Before and after installed
NR
Depth of Truss Bars: -12mm Stirrup, Ties and Spirals: 12mm Location of all other Bens: 12mm Reinforcement
Tension Test
Laboratory Test
Embedded Items
Visual, Survey
Cleanliness
Visual
Construction Joints
Visual
Alignment and Suitability of the Containing Surface
Visual, Survey
Concrete Cover
Formwork
Size and Alignment
Concrete Roof Waterproofing
Hydrostatic (Leak) Test
Concrete Structures
Line and levels Defects Material surface scratched test.
Ceramic tile adhesive Mechanical and Physical mixed Properties Chemical Analysis Ceramic tile gap grouting material
Mechanical and Physical Properties Chemical Analysis
Performance & workmanship A.04.
Wall/ Floor Stone & marble
Stone / marble adhesive mixed
Laboratory Test
Ind. Lab.
Manufacture's Certificate Laboratory Test
Ind. Lab.
insitu
Visual
on Site
Cleaness, flatness, vertcally and straightly.
Hardness and density of material test
Laboratory Test
off Site
As required by specification
Random
R
HP
WP
SI
Impaction material test.
Laboratory Test
off Site
As required by specification
Random
R
CP
WP
SI
Material surface scratched test.
Laboratory Test
off Site
As required by specification
Random
R
CP
WP
SI
Manufacture's Certificate
off Site
As required by specification
When material delivered.
R
CP
WP
SI
off Site
As required by specification
Random
R
CP
WP
SI
off Site
As required by specification
R
CP
WP
SI
off Site
As required by specification
NR
CP
WP
SI
Mechanical and Physical Properties Chemical Analysis
Stone / marble gap grout mateial
1.2.14
Specification
Concretewall and Cleaness, flatness, brickwall on site that vertcally and straightly. have to installed. Stone / marble material
off Site
Mechanical and Physical Properties Chemical Analysis
Laboratory Test
Ind. Lab.
Manufacture's Certificate Laboratory Test
Ind. Lab.
Page 57
Every 5000 tons
SI
No.
01.
02.
Work Item
Fill and back fill
Mixed Concrete
Inspection/Testin g Subject
Inspection/Testing Item
Filling area
Cleanliness and Compaction
Filling Material and Compaction Method
Suitability of Filling Material and Compaction Method
Filling Material
Maximum Dry Density
Degree of Compaction
Field Dry Density
Cement
Mechanical and Physical Properties
Spec.
AASHTO
Chemical Analysis Compression Test (28 days) Fine Aggregate
Placing Concrete
Code & Standard
Material passing No.200 Sieve
T99
Method of Insp./Testing
Testing Agency
Laboratory Location
Frequency
Notice
Visual
No unsuitable material remain, properly compacted initially
before filling
R
CP
Field Density Test (Sand Cone Replacement Method)
90% Dt.max, AASHTO T99
Once for each type of equipment to be used
R
CP
Laboratory Test
NA
R
CP
Field Density Test (Sand Cone Replacement Method)
Min. 90% of Max. Dry Density as determined by AASHTO T99
R
CP
Manufacture's Certificate
Ind. Lab.
off Site
ASTM C150
Laboratory Test
Ind. Lab.
off Site
As required by specification
Laboratory Test
on Site
As required by specification
ASTM C117
Laboratory Test
off Site
specificate requirement
Monthly for each grade of cement once for each source once per month once per month
Grading and Uniformity
Laboratory Test
on Site
Fineness Modulus
Laboratory Test
on Site
specificate requirement
Mixing Water Workability
Slump Test
Compressive Strength
Compression Test
Placing Concrete
Positioning, Fixing and Condition of the Reinforcement
Every 5000m3 of filling material Average of 2 tests for every layer completed, but not more than 1000m2 per layer of each structure once per month
ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989
specificate requirement
Turbidity Chemical properties
USBR Concrete Manual
Inspection Client/ Consultant MAIN ICIC CONTRACTO R
Accepatnce Criteria
Laboratory Test
off Site
Field Test
on Site
Laboratory Test
on Site
Visual
on Site
Every 5000 tons
once every 6 limit of 2,000 ppm months each 40m3 of not higer than 20mm each grade of from the value concrete specified in the produced in approved mix design any one day at least three cubic sample to be taken for each structure specificate or each 20m3 requirement of each grade of concrete produced in any one day
Sheared Length: 25mm
ESJV
NR
WP
CP
NR
WP
CP
NR
WP
CP
R
WP
CP
R
WP
CP
WP
CP
R
WP
CP
R
Wp
CP
R
WP
CP
Before placing concrete
R
CP
As required by specification
Every 60 tons
NR
CP
on Site
as per drawing
Before placing concrete
R
CP
on Site
No unsuitable material remain
Before placing concrete
R
CP
on Site
Proper method
Before placing concrete
R
CP
on Site
see Table-3 for concrete structure
Before placing concrete
R
WP
Visual
on Site
minimum 60mm for the concrete in contact with seawater, ground water or soil. Otherwise in accordance with ACI manual or approved equal.
Before placing concrete
R
WP
ACI 117-90
Visual, Survey
on Site
ACI 117-90, Sections 3 & 4
Before placing concrete
R
WP
8A-21.5
Visual
on Site
No Leak after 24 hrs
Each structure
R
WP
Visual, Survey
on Site
Each structure
R
WP
Visual
on Site
Each structure
R
WP
all
NR
WP
WP
all
R
WP
CP
Depth of Truss Bars: -12mm Stirrup, Ties and Spirals: 12mm Location of all other Bens: 12mm Reinforcement
Tension Test
Laboratory Test
Embedded Items
Visual, Survey
Cleanliness
Visual
Construction Joints
Visual
Alignment and Suitability of the Containing Surface
Visual, Survey
Concrete Cover
Formwork
Size and Alignment
Concrete Roof Waterproofing
Hydrostatic (Leak) Test
Concrete Structures
Line and levels Defects
1.2.14
Dry laid checking Performance & workmanship
off Site
off Site
Specification
Page 58
insitu
As required by specification
SI
No.
01.
02.
Work Item
Fill and back fill
Mixed Concrete
Inspection/Testin g Subject
Inspection/Testing Item
Filling area
Cleanliness and Compaction
Filling Material and Compaction Method
Suitability of Filling Material and Compaction Method
Filling Material
Maximum Dry Density
Degree of Compaction
Field Dry Density
Cement
Mechanical and Physical Properties
Spec.
AASHTO
Chemical Analysis Compression Test (28 days) Fine Aggregate
Placing Concrete
Code & Standard
Material passing No.200 Sieve
T99
Method of Insp./Testing
Testing Agency
Laboratory Location
Frequency
Notice
Visual
No unsuitable material remain, properly compacted initially
before filling
R
CP
Field Density Test (Sand Cone Replacement Method)
90% Dt.max, AASHTO T99
Once for each type of equipment to be used
R
CP
Laboratory Test
NA
R
CP
Field Density Test (Sand Cone Replacement Method)
Min. 90% of Max. Dry Density as determined by AASHTO T99
R
CP
Manufacture's Certificate
Ind. Lab.
off Site
ASTM C150
Laboratory Test
Ind. Lab.
off Site
As required by specification
Laboratory Test
on Site
As required by specification
ASTM C117
Laboratory Test
off Site
specificate requirement
Monthly for each grade of cement once for each source once per month once per month
Grading and Uniformity
Laboratory Test
on Site
Fineness Modulus
Laboratory Test
on Site
specificate requirement
Mixing Water Workability
Slump Test
Compressive Strength
Compression Test
Placing Concrete
Positioning, Fixing and Condition of the Reinforcement
Every 5000m3 of filling material Average of 2 tests for every layer completed, but not more than 1000m2 per layer of each structure once per month
ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989
specificate requirement
Turbidity Chemical properties
USBR Concrete Manual
Inspection Client/ Consultant MAIN ICIC CONTRACTO R
Accepatnce Criteria
Laboratory Test
off Site
Field Test
on Site
Laboratory Test
on Site
Visual
on Site
Every 5000 tons
once every 6 limit of 2,000 ppm months each 40m3 of not higer than 20mm each grade of from the value concrete specified in the produced in approved mix design any one day at least three cubic sample to be taken for each structure specificate or each 20m3 requirement of each grade of concrete produced in any one day
Sheared Length: 25mm
ESJV
NR
WP
CP
NR
WP
CP
NR
WP
CP
R
WP
CP
R
WP
CP
WP
CP
R
WP
CP
R
Wp
CP
R
WP
CP
Before placing concrete
R
CP
As required by specification
Every 60 tons
NR
CP
on Site
as per drawing
Before placing concrete
R
CP
on Site
No unsuitable material remain
Before placing concrete
R
CP
on Site
Proper method
Before placing concrete
R
CP
on Site
see Table-3 for concrete structure
Before placing concrete
R
WP
Visual
on Site
minimum 60mm for the concrete in contact with seawater, ground water or soil. Otherwise in accordance with ACI manual or approved equal.
Before placing concrete
R
WP
ACI 117-90
Visual, Survey
on Site
ACI 117-90, Sections 3 & 4
Before placing concrete
R
WP
8A-21.5
Visual
on Site
No Leak after 24 hrs
Each structure
R
WP
Visual, Survey
on Site
Each structure
R
WP
Defects
Visual
on Site
Each structure
R
WP
Area concrette slab soffit on site.
Cleanness and flatness.
Visual
on Site
Before and after installed
NR
WP
WP
SI
Sikaplas
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
WP
SI
off Site
As required by specification
random
NR
WP
WP
SI
off Site
As required by specification
When material delivered.
NR
WP
WP
SI
off Site
As required by specification
random
NR
WP
WP
SI
off Site
ASTM C150
once per month
NR
WP
WP
SI
off Site
As required by specification
Every 5000 tons
NR
WP
WP
SI
random
NR
WP
WP
SI
Depth of Truss Bars: -12mm Stirrup, Ties and Spirals: 12mm Location of all other Bens: 12mm Reinforcement
Tension Test
Laboratory Test
Embedded Items
Visual, Survey
Cleanliness
Visual
Construction Joints
Visual
Alignment and Suitability of the Containing Surface
Visual, Survey
Concrete Cover
A.05.
Concrt. Slabt soffit ceiling
Formwork
Size and Alignment
Concrete Roof Waterproofing
Hydrostatic (Leak) Test
Concrete Structures
Line and levels
1.2.14
Chemical Analysis
Bonding agent
Laboratory Test
Mechanical and Physical Properties
Mechanical and Physical Properties Chemical Analysis
Mortar sand
Mixing Water
Workability Performance & workmanship
Clean and light color.
Ind. Lab.
Manufacture's Certificate
Chemical Analysis
Cement
off Site
Laboratory Test ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989
Manufacture's Certificate Laboratory Test
Ind. Lab.
Ind. Lab.
Ind. Lab.
Visual
on Site
Other materials content
Laboratory Test
off Site
No mud, oil or polutan content.
random
NR
WP
WP
SI
Grading and Uniformity
Laboratory Test
off Site
As required by specification
random
NR
WP
WP
SI
Turbidity Chemical properties
Laboratory Test
off Site
limit of 2,000 ppm
once every 6 months
NR
WP
WP
SI
Visual
on Site
As required by specification
Random
NR
WP
WP
SI
Specification
insitu
each unit
R
WP
CP
Applicable when used .
Page 59
No.
01.
02.
Work Item
Fill and back fill
Mixed Concrete
Inspection/Testin g Subject
Inspection/Testing Item
Filling area
Cleanliness and Compaction
Filling Material and Compaction Method
Suitability of Filling Material and Compaction Method
Filling Material
Maximum Dry Density
Degree of Compaction
Field Dry Density
Cement
Mechanical and Physical Properties
Spec.
AASHTO
Chemical Analysis Compression Test (28 days) Fine Aggregate
Placing Concrete
Code & Standard
Material passing No.200 Sieve
T99
Method of Insp./Testing
Testing Agency
Laboratory Location
Frequency
Notice
Visual
No unsuitable material remain, properly compacted initially
before filling
R
CP
Field Density Test (Sand Cone Replacement Method)
90% Dt.max, AASHTO T99
Once for each type of equipment to be used
R
CP
Laboratory Test
NA
R
CP
Field Density Test (Sand Cone Replacement Method)
Min. 90% of Max. Dry Density as determined by AASHTO T99
R
CP
Manufacture's Certificate
Ind. Lab.
off Site
ASTM C150
Laboratory Test
Ind. Lab.
off Site
As required by specification
Laboratory Test
on Site
As required by specification
ASTM C117
Laboratory Test
off Site
specificate requirement
Monthly for each grade of cement once for each source once per month once per month
Grading and Uniformity
Laboratory Test
on Site
Fineness Modulus
Laboratory Test
on Site
specificate requirement
Mixing Water Workability
Slump Test
Compressive Strength
Compression Test
Placing Concrete
Positioning, Fixing and Condition of the Reinforcement
Every 5000m3 of filling material Average of 2 tests for every layer completed, but not more than 1000m2 per layer of each structure once per month
ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989
specificate requirement
Turbidity Chemical properties
USBR Concrete Manual
Inspection Client/ Consultant MAIN ICIC CONTRACTO R
Accepatnce Criteria
Laboratory Test
off Site
Field Test
on Site
Laboratory Test
on Site
Visual
on Site
Every 5000 tons
once every 6 limit of 2,000 ppm months each 40m3 of not higer than 20mm each grade of from the value concrete specified in the produced in approved mix design any one day at least three cubic sample to be taken for each structure specificate or each 20m3 requirement of each grade of concrete produced in any one day
Sheared Length: 25mm
ESJV
NR
WP
CP
NR
WP
CP
NR
WP
CP
R
WP
CP
R
WP
CP
WP
CP
R
WP
CP
R
Wp
CP
R
WP
CP
Before placing concrete
R
CP
As required by specification
Every 60 tons
NR
CP
on Site
as per drawing
Before placing concrete
R
CP
on Site
No unsuitable material remain
Before placing concrete
R
CP
on Site
Proper method
Before placing concrete
R
CP
on Site
see Table-3 for concrete structure
Before placing concrete
R
WP
Visual
on Site
minimum 60mm for the concrete in contact with seawater, ground water or soil. Otherwise in accordance with ACI manual or approved equal.
Before placing concrete
R
WP
ACI 117-90
Visual, Survey
on Site
ACI 117-90, Sections 3 & 4
Before placing concrete
R
WP
8A-21.5
Visual
on Site
No Leak after 24 hrs
Each structure
R
WP
Visual, Survey
on Site
Each structure
R
WP
Visual
on Site
Each structure
R
WP
Visual
on Site
As required by specification
Before and after done.
NR
Manufacture's Certificate
off Site
As required by specification
When material delivered.
R
WP
CP
Measurement gauge
off Site
As required by specification
Random
R
WP
CP
Laboratory Test
off Site
limit of 2,000 ppm
once every 6 months
NR
WP
WP
SI
Visual
on Site
As required by specification
Random
NR
WP
WP
SI
Specification
insitu
all
R
WP
CP
Visual
on Site
No garbage, useless concrt. or hole and dirty water or mud.
Before and after installed
NR
WP
WP
Wall partitition frame Tension bended test. material
Manufacture's Certificate
off Site
As required by specification
When material delivered.
R
WP
CP
Wall partition frame assecories support
Manufacture's Certificate
off Site
As required by specification
When material delivered.
R
WP
CP
Manufacture's Certificate
off Site
As required by specification
When material delivered.
R
WP
CP
Specification
insitu
each unit
R
WP
CP
Visual
on Site
As required by specification
Before and after done.
NR
SI
Visual use humiditymeter
on Site
As required by specification
Random
NR
SI
Visual
on Site
As required by specification
Random
NR
SI
Depth of Truss Bars: -12mm Stirrup, Ties and Spirals: 12mm Location of all other Bens: 12mm Reinforcement
Tension Test
Laboratory Test
Embedded Items
Visual, Survey
Cleanliness
Visual
Construction Joints
Visual
Alignment and Suitability of the Containing Surface
Visual, Survey
Concrete Cover
Formwork
Size and Alignment
Concrete Roof Waterproofing
Hydrostatic (Leak) Test
Concrete Structures
Line and levels Defects
A.06
Skim coat / putty.
Brick/concrt wall and Cleaness and flat concrt. Slab soffit. surface. Skim coat / putty material
Mechanical and Physical Properties
Moisture
Mixing Water
Workability
Applicable when used .
Performance & workmanship A.07.
Gypsum partition wall/ ceiling
Location / area on site installed.
Cleanness and ready to installed.
Tension test.
Gypsum board panel Impact test Performance & workmanship 8.
Painting
Wall and ceiling on site location.
Cleaness, flatness, vertically and ready for applied. Humidity wall test.
Expired time product Wall and ceiling paint and applicable used material test.
1.2.14
Page 60
off Site
SI
SI
No.
01.
02.
Work Item
Fill and back fill
Mixed Concrete
Inspection/Testin g Subject
Inspection/Testing Item
Filling area
Cleanliness and Compaction
Filling Material and Compaction Method
Suitability of Filling Material and Compaction Method
Filling Material
Maximum Dry Density
Degree of Compaction
Field Dry Density
Cement
Mechanical and Physical Properties
Spec.
AASHTO
Chemical Analysis Compression Test (28 days) Fine Aggregate
Placing Concrete
Code & Standard
Material passing No.200 Sieve
T99
Method of Insp./Testing
Testing Agency
Laboratory Location
Frequency
Notice
Visual
No unsuitable material remain, properly compacted initially
before filling
R
CP
Field Density Test (Sand Cone Replacement Method)
90% Dt.max, AASHTO T99
Once for each type of equipment to be used
R
CP
Laboratory Test
NA
R
CP
Field Density Test (Sand Cone Replacement Method)
Min. 90% of Max. Dry Density as determined by AASHTO T99
R
CP
Manufacture's Certificate
Ind. Lab.
off Site
ASTM C150
Laboratory Test
Ind. Lab.
off Site
As required by specification
Laboratory Test
on Site
As required by specification
ASTM C117
Laboratory Test
off Site
specificate requirement
Monthly for each grade of cement once for each source once per month once per month
Grading and Uniformity
Laboratory Test
on Site
Fineness Modulus
Laboratory Test
on Site
specificate requirement
Mixing Water Workability
Slump Test
Compressive Strength
Compression Test
Placing Concrete
Positioning, Fixing and Condition of the Reinforcement
Every 5000m3 of filling material Average of 2 tests for every layer completed, but not more than 1000m2 per layer of each structure once per month
ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989
specificate requirement
Turbidity Chemical properties
USBR Concrete Manual
Inspection Client/ Consultant MAIN ICIC CONTRACTO R
Accepatnce Criteria
Laboratory Test
off Site
Field Test
on Site
Laboratory Test
on Site
Visual
on Site
Every 5000 tons
once every 6 limit of 2,000 ppm months each 40m3 of not higer than 20mm each grade of from the value concrete specified in the produced in approved mix design any one day at least three cubic sample to be taken for each structure specificate or each 20m3 requirement of each grade of concrete produced in any one day
Sheared Length: 25mm
ESJV
NR
WP
CP
NR
WP
CP
NR
WP
CP
R
WP
CP
R
WP
CP
WP
CP
R
WP
CP
R
Wp
CP
R
WP
CP
Before placing concrete
R
CP
As required by specification
Every 60 tons
NR
CP
on Site
as per drawing
Before placing concrete
R
CP
on Site
No unsuitable material remain
Before placing concrete
R
CP
on Site
Proper method
Before placing concrete
R
CP
on Site
see Table-3 for concrete structure
Before placing concrete
R
WP
Visual
on Site
minimum 60mm for the concrete in contact with seawater, ground water or soil. Otherwise in accordance with ACI manual or approved equal.
Before placing concrete
R
WP
ACI 117-90
Visual, Survey
on Site
ACI 117-90, Sections 3 & 4
Before placing concrete
R
WP
8A-21.5
Visual
on Site
No Leak after 24 hrs
Each structure
R
WP
Visual, Survey
on Site
Each structure
R
WP
Visual
on Site
Each structure
R
WP
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
SI
off Site
As required by specification
random
NR
SI
once every 6 months
NR
SI
Random
NR
SI
Depth of Truss Bars: -12mm Stirrup, Ties and Spirals: 12mm Location of all other Bens: 12mm Reinforcement
Tension Test
Laboratory Test
Embedded Items
Visual, Survey
Cleanliness
Visual
Construction Joints
Visual
Alignment and Suitability of the Containing Surface
Visual, Survey
Concrete Cover
Formwork
Size and Alignment
Concrete Roof Waterproofing
Hydrostatic (Leak) Test
Concrete Structures
Line and levels Defects Mechanical and Physical Properties
Waterproofing
1.2.14
Chemical Analysis
Laboratory Test
Mixing Water
Turbidity Chemical properties
Laboratory Test
off Site
Workability
Applicable when used .
Visual
on Site
Specification
insitu
Performance & workmanship 9.
off Site
Area on site that have to apply waterproofing treatment.
Cleanness and ready to applied.
Water proofing material
Ind. Lab.
limit of 2,000 ppm As required by specification
No garbage, useless concrt. or hole and dirty water or mud.
Visual
on Site
Hydrostatic (Leak) Test
Visual
on Site
No Leak after 24 hrs
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
off Site
As required by specification
Chemical Analysis
Mixing Water
Turbidity Chemical properties
Workability
Applicable when used .
Laboratory Test
Ind. Lab.
Laboratory Test
off Site
Visual
on Site
limit of 2,000 ppm As required by specification
all
R
WP
CP
before and after applied.
NR
WP
CP
WP
CP
random
R
When material delivered.
NR
SI
random
NR
SI
once every 6 months
NR
SI
Random
NR
SI
NR
SI
Screeding protection Performance & workmanship
Specification
Page 61
insitu
SI
all
R
WP
CP
No.
01.
02.
Work Item
Fill and back fill
Mixed Concrete
Inspection/Testin g Subject
Inspection/Testing Item
Filling area
Cleanliness and Compaction
Filling Material and Compaction Method
Suitability of Filling Material and Compaction Method
Filling Material
Maximum Dry Density
Degree of Compaction
Field Dry Density
Cement
Mechanical and Physical Properties
Spec.
AASHTO
Chemical Analysis Compression Test (28 days) Fine Aggregate
Placing Concrete
Code & Standard
Material passing No.200 Sieve
T99
Method of Insp./Testing
Testing Agency
Laboratory Location
Frequency
Notice
Visual
No unsuitable material remain, properly compacted initially
before filling
R
CP
Field Density Test (Sand Cone Replacement Method)
90% Dt.max, AASHTO T99
Once for each type of equipment to be used
R
CP
Laboratory Test
NA
R
CP
Field Density Test (Sand Cone Replacement Method)
Min. 90% of Max. Dry Density as determined by AASHTO T99
R
CP
Manufacture's Certificate
Ind. Lab.
off Site
ASTM C150
Laboratory Test
Ind. Lab.
off Site
As required by specification
Laboratory Test
on Site
As required by specification
ASTM C117
Laboratory Test
off Site
specificate requirement
Monthly for each grade of cement once for each source once per month once per month
Grading and Uniformity
Laboratory Test
on Site
Fineness Modulus
Laboratory Test
on Site
specificate requirement
Mixing Water Workability
Slump Test
Compressive Strength
Compression Test
Placing Concrete
Positioning, Fixing and Condition of the Reinforcement
Every 5000m3 of filling material Average of 2 tests for every layer completed, but not more than 1000m2 per layer of each structure once per month
ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989
specificate requirement
Turbidity Chemical properties
USBR Concrete Manual
Inspection Client/ Consultant MAIN ICIC CONTRACTO R
Accepatnce Criteria
Laboratory Test
off Site
Field Test
on Site
Laboratory Test
on Site
Visual
on Site
Every 5000 tons
once every 6 limit of 2,000 ppm months each 40m3 of not higer than 20mm each grade of from the value concrete specified in the produced in approved mix design any one day at least three cubic sample to be taken for each structure specificate or each 20m3 requirement of each grade of concrete produced in any one day
Sheared Length: 25mm
ESJV
NR
WP
CP
NR
WP
CP
NR
WP
CP
R
WP
CP
R
WP
CP
WP
CP
R
WP
CP
R
Wp
CP
R
WP
CP
Before placing concrete
R
CP
As required by specification
Every 60 tons
NR
CP
on Site
as per drawing
Before placing concrete
R
CP
on Site
No unsuitable material remain
Before placing concrete
R
CP
on Site
Proper method
Before placing concrete
R
CP
on Site
see Table-3 for concrete structure
Before placing concrete
R
WP
Visual
on Site
minimum 60mm for the concrete in contact with seawater, ground water or soil. Otherwise in accordance with ACI manual or approved equal.
Before placing concrete
R
WP
ACI 117-90
Visual, Survey
on Site
ACI 117-90, Sections 3 & 4
Before placing concrete
R
WP
8A-21.5
Visual
on Site
No Leak after 24 hrs
Each structure
R
WP
Visual, Survey
on Site
Each structure
R
WP
Defects
Visual
on Site
Each structure
R
WP
Area on site that have to installed.
Cleaness and starting point remarked.
Visual
on Site
As required by specification
Before and after done.
NR
Timber parquette material
Timber/wood dry level test.
Laboratory Test
off Site
As required by specification
When material delivered.
R
Depth of Truss Bars: -12mm Stirrup, Ties and Spirals: 12mm Location of all other Bens: 12mm Reinforcement
Tension Test
Laboratory Test
Embedded Items
Visual, Survey
Cleanliness
Visual
Construction Joints
Visual
Alignment and Suitability of the Containing Surface
Visual, Survey
Concrete Cover
10.
Timbre floor tile
Formwork
Size and Alignment
Concrete Roof Waterproofing
Hydrostatic (Leak) Test
Concrete Structures
Line and levels
Ind. Lab.
SI
WP
WP
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
SI
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
SI
Chemical Analysis
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
SI
Material layer between parqutte and screed
Mechanical and Physical Properties
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
SI
Workability
Applicable when used .
Visual
on Site
As required by specification
Random
R
Specification
insitu
all
R
Visual
on Site
As required by specification
Before and after done.
NR
Performance & workmanship Alumunium door & window unit
1.2.14
Material surface scratched test. Parqutte tile adhesive mixed
11.
off Site
CP
WP
CP
Door and window position on site.
Cleanness, sizes and position ready to installed.
Al. door & window frame material
Thickness, powder coating test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
WP
SI
Al. Door & Window subframe
Thickness and tension test
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
WP
SI
Al. frame const. support assesories
Material tension test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
WP
SI
Glass panel material for Al. door & window unit
Rain water and wind test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
WP
SI
Rubber material & Rain water and wind water tide system for test. al. window unit
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
WP
SI
Page 62
SI
No.
01.
02.
Work Item
Fill and back fill
Mixed Concrete
Inspection/Testin g Subject
Inspection/Testing Item
Filling area
Cleanliness and Compaction
Filling Material and Compaction Method
Suitability of Filling Material and Compaction Method
Filling Material
Maximum Dry Density
Degree of Compaction
Field Dry Density
Cement
Mechanical and Physical Properties
Spec.
AASHTO
Chemical Analysis Compression Test (28 days) Fine Aggregate
Placing Concrete
Code & Standard
Material passing No.200 Sieve
T99
Method of Insp./Testing
Testing Agency
Laboratory Location
Frequency
Notice
Visual
No unsuitable material remain, properly compacted initially
before filling
R
CP
Field Density Test (Sand Cone Replacement Method)
90% Dt.max, AASHTO T99
Once for each type of equipment to be used
R
CP
Laboratory Test
NA
R
CP
Field Density Test (Sand Cone Replacement Method)
Min. 90% of Max. Dry Density as determined by AASHTO T99
R
CP
Manufacture's Certificate
Ind. Lab.
off Site
ASTM C150
Laboratory Test
Ind. Lab.
off Site
As required by specification
Laboratory Test
on Site
As required by specification
ASTM C117
Laboratory Test
off Site
specificate requirement
Monthly for each grade of cement once for each source once per month once per month
Grading and Uniformity
Laboratory Test
on Site
Fineness Modulus
Laboratory Test
on Site
specificate requirement
Mixing Water Workability
Slump Test
Compressive Strength
Compression Test
Placing Concrete
Positioning, Fixing and Condition of the Reinforcement
Every 5000m3 of filling material Average of 2 tests for every layer completed, but not more than 1000m2 per layer of each structure once per month
ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989
specificate requirement
Turbidity Chemical properties
USBR Concrete Manual
Inspection Client/ Consultant MAIN ICIC CONTRACTO R
Accepatnce Criteria
Laboratory Test
off Site
Field Test
on Site
Laboratory Test
on Site
Visual
on Site
Every 5000 tons
once every 6 limit of 2,000 ppm months each 40m3 of not higer than 20mm each grade of from the value concrete specified in the produced in approved mix design any one day at least three cubic sample to be taken for each structure specificate or each 20m3 requirement of each grade of concrete produced in any one day
Sheared Length: 25mm
ESJV
NR
WP
CP
NR
WP
CP
NR
WP
CP
R
WP
CP
R
WP
CP
WP
CP
R
WP
CP
R
Wp
CP
R
WP
CP
Before placing concrete
R
CP
As required by specification
Every 60 tons
NR
CP
on Site
as per drawing
Before placing concrete
R
CP
on Site
No unsuitable material remain
Before placing concrete
R
CP
on Site
Proper method
Before placing concrete
R
CP
on Site
see Table-3 for concrete structure
Before placing concrete
R
WP
Visual
on Site
minimum 60mm for the concrete in contact with seawater, ground water or soil. Otherwise in accordance with ACI manual or approved equal.
Before placing concrete
R
WP
ACI 117-90
Visual, Survey
on Site
ACI 117-90, Sections 3 & 4
Before placing concrete
R
WP
8A-21.5
Visual
on Site
No Leak after 24 hrs
Each structure
R
WP
Visual, Survey
on Site
Each structure
R
WP
Visual
on Site
Each structure
R
WP
Depth of Truss Bars: -12mm Stirrup, Ties and Spirals: 12mm Location of all other Bens: 12mm Reinforcement
Tension Test
Laboratory Test
Embedded Items
Visual, Survey
Cleanliness
Visual
Construction Joints
Visual
Alignment and Suitability of the Containing Surface
Visual, Survey
Concrete Cover
Formwork
Size and Alignment
Concrete Roof Waterproofing
Hydrostatic (Leak) Test
Concrete Structures
Line and levels Defects
Rail set system for alumunium door
Strenght, usefull operated test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
WO
SI
Hinges, handle, key and al. door assesories etc.
Strenght, usefull operated test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
WP
WO
SI
Specification
insitu
all
R
WP
CP
Visual
on Site
Before and after done.
NR
Performance & workmanship 12.
Timber door subframe
1.2.14
off Site
Door position on site.
Vertical, level and position line.
Page 63
As required by specification
SI
No.
01.
02.
Work Item
Fill and back fill
Mixed Concrete
Inspection/Testin g Subject
Inspection/Testing Item
Filling area
Cleanliness and Compaction
Filling Material and Compaction Method
Suitability of Filling Material and Compaction Method
Filling Material
Maximum Dry Density
Degree of Compaction
Field Dry Density
Cement
Mechanical and Physical Properties
Spec.
AASHTO
Chemical Analysis Compression Test (28 days) Fine Aggregate
Placing Concrete
Code & Standard
Material passing No.200 Sieve
T99
Method of Insp./Testing
Testing Agency
Laboratory Location
Frequency
Notice
Visual
No unsuitable material remain, properly compacted initially
before filling
R
CP
Field Density Test (Sand Cone Replacement Method)
90% Dt.max, AASHTO T99
Once for each type of equipment to be used
R
CP
Laboratory Test
NA
R
CP
Field Density Test (Sand Cone Replacement Method)
Min. 90% of Max. Dry Density as determined by AASHTO T99
R
CP
Manufacture's Certificate
Ind. Lab.
off Site
ASTM C150
Laboratory Test
Ind. Lab.
off Site
As required by specification
Laboratory Test
on Site
As required by specification
ASTM C117
Laboratory Test
off Site
specificate requirement
Monthly for each grade of cement once for each source once per month once per month
Grading and Uniformity
Laboratory Test
on Site
Fineness Modulus
Laboratory Test
on Site
specificate requirement
Mixing Water Workability
Slump Test
Compressive Strength
Compression Test
Placing Concrete
Positioning, Fixing and Condition of the Reinforcement
Every 5000m3 of filling material Average of 2 tests for every layer completed, but not more than 1000m2 per layer of each structure once per month
ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989
specificate requirement
Turbidity Chemical properties
USBR Concrete Manual
Inspection Client/ Consultant MAIN ICIC CONTRACTO R
Accepatnce Criteria
Laboratory Test
off Site
Field Test
on Site
Laboratory Test
on Site
Visual
on Site
Every 5000 tons
once every 6 limit of 2,000 ppm months each 40m3 of not higer than 20mm each grade of from the value concrete specified in the produced in approved mix design any one day at least three cubic sample to be taken for each structure specificate or each 20m3 requirement of each grade of concrete produced in any one day
Sheared Length: 25mm
ESJV
NR
WP
CP
NR
WP
CP
NR
WP
CP
R
WP
CP
R
WP
CP
WP
CP
R
WP
CP
R
Wp
CP
R
WP
CP
Before placing concrete
R
CP
As required by specification
Every 60 tons
NR
CP
on Site
as per drawing
Before placing concrete
R
CP
on Site
No unsuitable material remain
Before placing concrete
R
CP
on Site
Proper method
Before placing concrete
R
CP
on Site
see Table-3 for concrete structure
Before placing concrete
R
WP
Visual
on Site
minimum 60mm for the concrete in contact with seawater, ground water or soil. Otherwise in accordance with ACI manual or approved equal.
Before placing concrete
R
WP
ACI 117-90
Visual, Survey
on Site
ACI 117-90, Sections 3 & 4
Before placing concrete
R
WP
8A-21.5
Visual
on Site
No Leak after 24 hrs
Each structure
R
WP
Visual, Survey
on Site
Each structure
R
WP
Visual
on Site
Each structure
R
WP
Depth of Truss Bars: -12mm Stirrup, Ties and Spirals: 12mm Location of all other Bens: 12mm Reinforcement
Tension Test
Laboratory Test
Embedded Items
Visual, Survey
Cleanliness
Visual
Construction Joints
Visual
Alignment and Suitability of the Containing Surface
Visual, Survey
Concrete Cover
Formwork
Size and Alignment
Concrete Roof Waterproofing
Hydrostatic (Leak) Test
Concrete Structures
Line and levels Defects
Timber door leaf.
Timber door subframe
Timber/wood dry level test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
SI
Timber door frame material
Timber/wood dry level test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
SI
Timber door frame glue.
Glue adhesion test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
SI
Timber door laminate finished
Material surface scratched test.
Manufacture's Certificate
off Site
As required by specification
When material delivered.
NR
SI
Door frame opening size and position.
Sizes, vertically ertical and position.
Visual
on Site
As required by specification
NR
WP
WP
SI
Timber door leaf material
Timber/ wood dry level test.
Manufacture's Certificate
off Site
As required by specification
NR
WP
WP
SI
Timber door leaf laminate finish material
Material scratches surface test.
Manufacture's Certificate
off Site
As required by specification
NR
WP
WP
SI
Timber door leaf accessories and iron mongeries.
Strenght and usefull operated test.
Manufacture's Certificate
off Site
As required by specification
NR
WP
WP
SI
Specification
insitu
all
R
WP
CP
Visual
on Site
As required by specification
Before and after done.
NR
Performance & workmanship 13.
PVC door frame.
PVC door leaf.
1.2.14
off Site
Door position on site.
Vertical, level and position line.
PVC door frame material
Thickness and strenght test.
Manufacture's Certificate
off Site
As required by specification
NR
WP
WP
SI
Dynabolt and door frame accessories support.
Tension test
Manufacture's Certificate
off Site
As required by specification
NR
WP
WP
SI
Door frame opening size and position.
Sizes, vertically ertical and position.
Visual
on Site
As required by specification
NR
WP
WP
SI
PVC door leaf material.
Material scratches surface test.
Manufacture's Certificate
off Site
As required by specification
NR
WP
WP
SI
Page 64
Before and after done.
SI
No.
01.
02.
Work Item
Fill and back fill
Mixed Concrete
Inspection/Testin g Subject
Inspection/Testing Item
Filling area
Cleanliness and Compaction
Filling Material and Compaction Method
Suitability of Filling Material and Compaction Method
Filling Material
Maximum Dry Density
Degree of Compaction
Field Dry Density
Cement
Mechanical and Physical Properties
Spec.
AASHTO
Chemical Analysis Compression Test (28 days) Fine Aggregate
Placing Concrete
Code & Standard
Material passing No.200 Sieve
T99
Method of Insp./Testing
Testing Agency
Laboratory Location
Frequency
Notice
Visual
No unsuitable material remain, properly compacted initially
before filling
R
CP
Field Density Test (Sand Cone Replacement Method)
90% Dt.max, AASHTO T99
Once for each type of equipment to be used
R
CP
Laboratory Test
NA
R
CP
Field Density Test (Sand Cone Replacement Method)
Min. 90% of Max. Dry Density as determined by AASHTO T99
R
CP
Manufacture's Certificate
Ind. Lab.
off Site
ASTM C150
Laboratory Test
Ind. Lab.
off Site
As required by specification
Laboratory Test
on Site
As required by specification
ASTM C117
Laboratory Test
off Site
specificate requirement
Monthly for each grade of cement once for each source once per month once per month
Grading and Uniformity
Laboratory Test
on Site
Fineness Modulus
Laboratory Test
on Site
specificate requirement
Mixing Water Workability
Slump Test
Compressive Strength
Compression Test
Placing Concrete
Positioning, Fixing and Condition of the Reinforcement
Every 5000m3 of filling material Average of 2 tests for every layer completed, but not more than 1000m2 per layer of each structure once per month
ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989
specificate requirement
Turbidity Chemical properties
USBR Concrete Manual
Inspection Client/ Consultant MAIN ICIC CONTRACTO R
Accepatnce Criteria
Laboratory Test
off Site
Field Test
on Site
Laboratory Test
on Site
Visual
on Site
Every 5000 tons
once every 6 limit of 2,000 ppm months each 40m3 of not higer than 20mm each grade of from the value concrete specified in the produced in approved mix design any one day at least three cubic sample to be taken for each structure specificate or each 20m3 requirement of each grade of concrete produced in any one day
Sheared Length: 25mm
ESJV
NR
WP
CP
NR
WP
CP
NR
WP
CP
R
WP
CP
R
WP
CP
WP
CP
R
WP
CP
R
Wp
CP
R
WP
CP
Before placing concrete
R
CP
As required by specification
Every 60 tons
NR
CP
on Site
as per drawing
Before placing concrete
R
CP
on Site
No unsuitable material remain
Before placing concrete
R
CP
on Site
Proper method
Before placing concrete
R
CP
on Site
see Table-3 for concrete structure
Before placing concrete
R
WP
Visual
on Site
minimum 60mm for the concrete in contact with seawater, ground water or soil. Otherwise in accordance with ACI manual or approved equal.
Before placing concrete
R
WP
ACI 117-90
Visual, Survey
on Site
ACI 117-90, Sections 3 & 4
Before placing concrete
R
WP
8A-21.5
Visual
on Site
No Leak after 24 hrs
Each structure
R
WP
Visual, Survey
on Site
Each structure
R
WP
Visual
on Site
Each structure
R
WP
Manufacture's Certificate
off Site
Specification
insitu
Visual
on Site
As required by specification
Depth of Truss Bars: -12mm Stirrup, Ties and Spirals: 12mm Location of all other Bens: 12mm Reinforcement
Tension Test
Laboratory Test
Embedded Items
Visual, Survey
Cleanliness
Visual
Construction Joints
Visual
Alignment and Suitability of the Containing Surface
Visual, Survey
Concrete Cover
Formwork
Size and Alignment
Concrete Roof Waterproofing
Hydrostatic (Leak) Test
Concrete Structures
Line and levels Defects
PVC door leaf accessories and iron mongeries.
Strenght and usefull operated test.
Performance & workmanship 14.
Timber skirting.
1.2.14
off Site
As required by specification
NR
WP
WP
all
R
WP
CP
Before and after done.
NR
SP
SP
Ending wall to floor on site finish required.
Cleanness, strightly line and ready to install
Timber skirting material
Timber/wood dry level test.
Manufacture's Certificate
off Site
As required by specification
R
WP
CP
Fixing material support
Tension test
Manufacture's Certificate
off Site
As required by specification
R
WP
CP
Specification
insitu
R
WP
CP
Performance & workmanship
Page 65
all
SI
SI
No.
01.
02.
Work Item
Fill and back fill
Mixed Concrete
Inspection/Testin g Subject
Inspection/Testing Item
Filling area
Cleanliness and Compaction
Filling Material and Compaction Method
Suitability of Filling Material and Compaction Method
Filling Material
Maximum Dry Density
Degree of Compaction
Field Dry Density
Cement
Mechanical and Physical Properties
Spec.
AASHTO
Chemical Analysis Compression Test (28 days) Fine Aggregate
Placing Concrete
Code & Standard
Material passing No.200 Sieve
T99
Method of Insp./Testing
Testing Agency
Laboratory Location
Frequency
Notice
Visual
No unsuitable material remain, properly compacted initially
before filling
R
CP
Field Density Test (Sand Cone Replacement Method)
90% Dt.max, AASHTO T99
Once for each type of equipment to be used
R
CP
Laboratory Test
NA
R
CP
Field Density Test (Sand Cone Replacement Method)
Min. 90% of Max. Dry Density as determined by AASHTO T99
R
CP
Manufacture's Certificate
Ind. Lab.
off Site
ASTM C150
Laboratory Test
Ind. Lab.
off Site
As required by specification
Laboratory Test
on Site
As required by specification
ASTM C117
Laboratory Test
off Site
specificate requirement
Monthly for each grade of cement once for each source once per month once per month
Grading and Uniformity
Laboratory Test
on Site
Fineness Modulus
Laboratory Test
on Site
specificate requirement
Mixing Water Workability
Slump Test
Compressive Strength
Compression Test
Placing Concrete
Positioning, Fixing and Condition of the Reinforcement
Every 5000m3 of filling material Average of 2 tests for every layer completed, but not more than 1000m2 per layer of each structure once per month
ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989
specificate requirement
Turbidity Chemical properties
USBR Concrete Manual
Inspection Client/ Consultant MAIN ICIC CONTRACTO R
Accepatnce Criteria
Laboratory Test
off Site
Field Test
on Site
Laboratory Test
on Site
Visual
on Site
Every 5000 tons
once every 6 limit of 2,000 ppm months each 40m3 of not higer than 20mm each grade of from the value concrete specified in the produced in approved mix design any one day at least three cubic sample to be taken for each structure specificate or each 20m3 requirement of each grade of concrete produced in any one day
Sheared Length: 25mm
ESJV
NR
WP
CP
NR
WP
CP
NR
WP
CP
R
WP
CP
R
WP
CP
WP
CP
R
WP
CP
R
Wp
CP
R
WP
CP
Before placing concrete
R
CP
As required by specification
Every 60 tons
NR
CP
on Site
as per drawing
Before placing concrete
R
CP
on Site
No unsuitable material remain
Before placing concrete
R
CP
on Site
Proper method
Before placing concrete
R
CP
on Site
see Table-3 for concrete structure
Before placing concrete
R
WP
Visual
on Site
minimum 60mm for the concrete in contact with seawater, ground water or soil. Otherwise in accordance with ACI manual or approved equal.
Before placing concrete
R
WP
ACI 117-90
Visual, Survey
on Site
ACI 117-90, Sections 3 & 4
Before placing concrete
R
WP
8A-21.5
Visual
on Site
No Leak after 24 hrs
Each structure
R
WP
Visual, Survey
on Site
Each structure
R
WP
Defects
Visual
on Site
Each structure
R
WP
Depth of Truss Bars: -12mm Stirrup, Ties and Spirals: 12mm Location of all other Bens: 12mm Reinforcement
Tension Test
Laboratory Test
Embedded Items
Visual, Survey
Cleanliness
Visual
Construction Joints
Visual
Alignment and Suitability of the Containing Surface
Visual, Survey
Concrete Cover
15.
Formwork
Size and Alignment
Concrete Roof Waterproofing
Hydrostatic (Leak) Test
Concrete Structures
Line and levels
1.2.14
off Site
Balcony handrailing balustrade.
Balcony balustrade apartment unit.
Cleanness and ready to installed.
Visual
on Site
As required by specification
Before and after done.
NR
SI
Stainless steel pipe handrailing.
Sizes and position alignment.
Type, sizes and performance quality.
Visual
on Site
As required by specification
All of material delivered.
NR
SI
Stainless steel pipe dia. and thickness
Stainless pipe quality product.
Manufacture's Certificate
off Site
As required by specification
R
WP
CP
Pipe dia. and thickness
Manufacture's Certificate
off Site
As required by specification
R
WP
CP
Bending and tension test.
Manufacture's Certificate
off Site
As required by specification
R
WP
CP
Visual use Sigmat.
on Site
As required by specification
NR
WP
WP
SI
Bending and tension test.
Manufacture's Certificate
off Site
As required by specification
NR
WP
WP
SI
Stainless steel post base plate
Stainless steel plate thickness.
Visual use Sigmat.
on Site
As required by specification
All of material delivered.
NR
WP
WP
SI
Stainless steel dynabolt .
Diynabolt diameter
Visual use Sigmat.
on Site
As required by specification
All of material delivered.
NR
WP
WP
SI
Manufacture's Certificate
off Site
As required by specification
NR
WP
WP
SI
Visual
on Site
As required by specification
Type and thickness
Manufacture's Certificate
off Site
As required by specification
R
WP
CP
Glass punched test.
Manufacture's Certificate
off Site
As required by specification
R
WP
CP
Elasticity test
Manufacture's Certificate
off Site
As required by specification
R
WP
CP
Stainless steel handrail post .
Thickness test
Dynabolt tension test
Glass panel handrailing. Glass material
Rubber gasket glass panel support.
Glass panel sizes, level and position on site.
Page 66
All of material delivered.
Before and after done.
NR
SI
No.
01.
02.
Work Item
Fill and back fill
Mixed Concrete
Inspection/Testin g Subject
Inspection/Testing Item
Filling area
Cleanliness and Compaction
Filling Material and Compaction Method
Suitability of Filling Material and Compaction Method
Filling Material
Maximum Dry Density
Degree of Compaction
Field Dry Density
Cement
Mechanical and Physical Properties
Spec.
AASHTO
Chemical Analysis Compression Test (28 days) Fine Aggregate
Placing Concrete
Code & Standard
Material passing No.200 Sieve
T99
Method of Insp./Testing
Testing Agency
Laboratory Location
Frequency
Notice
Visual
No unsuitable material remain, properly compacted initially
before filling
R
CP
Field Density Test (Sand Cone Replacement Method)
90% Dt.max, AASHTO T99
Once for each type of equipment to be used
R
CP
Laboratory Test
NA
R
CP
Field Density Test (Sand Cone Replacement Method)
Min. 90% of Max. Dry Density as determined by AASHTO T99
R
CP
Manufacture's Certificate
Ind. Lab.
off Site
ASTM C150
Laboratory Test
Ind. Lab.
off Site
As required by specification
Laboratory Test
on Site
As required by specification
ASTM C117
Laboratory Test
off Site
specificate requirement
Monthly for each grade of cement once for each source once per month once per month
Grading and Uniformity
Laboratory Test
on Site
Fineness Modulus
Laboratory Test
on Site
specificate requirement
Mixing Water Workability
Slump Test
Compressive Strength
Compression Test
Placing Concrete
Positioning, Fixing and Condition of the Reinforcement
Every 5000m3 of filling material Average of 2 tests for every layer completed, but not more than 1000m2 per layer of each structure once per month
ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989
specificate requirement
Turbidity Chemical properties
USBR Concrete Manual
Inspection Client/ Consultant MAIN ICIC CONTRACTO R
Accepatnce Criteria
Laboratory Test
off Site
Field Test
on Site
Laboratory Test
on Site
Visual
on Site
Every 5000 tons
once every 6 limit of 2,000 ppm months each 40m3 of not higer than 20mm each grade of from the value concrete specified in the produced in approved mix design any one day at least three cubic sample to be taken for each structure specificate or each 20m3 requirement of each grade of concrete produced in any one day
Sheared Length: 25mm
ESJV
NR
WP
CP
NR
WP
CP
NR
WP
CP
R
WP
CP
R
WP
CP
WP
CP
R
WP
CP
R
Wp
CP
R
WP
CP
Before placing concrete
R
CP
As required by specification
Every 60 tons
NR
CP
on Site
as per drawing
Before placing concrete
R
CP
on Site
No unsuitable material remain
Before placing concrete
R
CP
on Site
Proper method
Before placing concrete
R
CP
on Site
see Table-3 for concrete structure
Before placing concrete
R
WP
Visual
on Site
minimum 60mm for the concrete in contact with seawater, ground water or soil. Otherwise in accordance with ACI manual or approved equal.
Before placing concrete
R
WP
ACI 117-90
Visual, Survey
on Site
ACI 117-90, Sections 3 & 4
Before placing concrete
R
WP
8A-21.5
Visual
on Site
No Leak after 24 hrs
Each structure
R
WP
Visual, Survey
on Site
Each structure
R
WP
Visual
on Site
Each structure
R
WP
Specification
insitu
all
R
Visual
on Site
As required by specification
Before and after done.
NR
All of material delivered.
R
WP
CP
NR
WP
WP
Depth of Truss Bars: -12mm Stirrup, Ties and Spirals: 12mm Location of all other Bens: 12mm Reinforcement
Tension Test
Laboratory Test
Embedded Items
Visual, Survey
Cleanliness
Visual
Construction Joints
Visual
Alignment and Suitability of the Containing Surface
Visual, Survey
Concrete Cover
Formwork
Size and Alignment
Concrete Roof Waterproofing
Hydrostatic (Leak) Test
Concrete Structures
Line and levels Defects
Performance & workmanship 16.
Shower screen glass.
1.2.14
off Site
Location on site.
Size and position on site ready to installed.
Glass material
Type and thickness
Visual use Sigmat.
on Site
As required by specification
Glass punched test.
Manufacture's Certificate
off Site
As required by specification
Page 67
WP
CP
SI
SI
No.
01.
02.
Work Item
Fill and back fill
Mixed Concrete
Inspection/Testin g Subject
Inspection/Testing Item
Filling area
Cleanliness and Compaction
Filling Material and Compaction Method
Suitability of Filling Material and Compaction Method
Filling Material
Maximum Dry Density
Degree of Compaction
Field Dry Density
Cement
Mechanical and Physical Properties
Spec.
AASHTO
Chemical Analysis Compression Test (28 days) Fine Aggregate
Placing Concrete
Code & Standard
Material passing No.200 Sieve
T99
Method of Insp./Testing
Testing Agency
Laboratory Location
Frequency
Notice
Visual
No unsuitable material remain, properly compacted initially
before filling
R
CP
Field Density Test (Sand Cone Replacement Method)
90% Dt.max, AASHTO T99
Once for each type of equipment to be used
R
CP
Laboratory Test
NA
R
CP
Field Density Test (Sand Cone Replacement Method)
Min. 90% of Max. Dry Density as determined by AASHTO T99
R
CP
Manufacture's Certificate
Ind. Lab.
off Site
ASTM C150
Laboratory Test
Ind. Lab.
off Site
As required by specification
Laboratory Test
on Site
As required by specification
ASTM C117
Laboratory Test
off Site
specificate requirement
Monthly for each grade of cement once for each source once per month once per month
Grading and Uniformity
Laboratory Test
on Site
Fineness Modulus
Laboratory Test
on Site
specificate requirement
Mixing Water Workability
Slump Test
Compressive Strength
Compression Test
Placing Concrete
Positioning, Fixing and Condition of the Reinforcement
Every 5000m3 of filling material Average of 2 tests for every layer completed, but not more than 1000m2 per layer of each structure once per month
ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989
specificate requirement
Turbidity Chemical properties
USBR Concrete Manual
Inspection Client/ Consultant MAIN ICIC CONTRACTO R
Accepatnce Criteria
Laboratory Test
off Site
Field Test
on Site
Laboratory Test
on Site
Visual
on Site
Every 5000 tons
once every 6 limit of 2,000 ppm months each 40m3 of not higer than 20mm each grade of from the value concrete specified in the produced in approved mix design any one day at least three cubic sample to be taken for each structure specificate or each 20m3 requirement of each grade of concrete produced in any one day
Sheared Length: 25mm
ESJV
NR
WP
CP
NR
WP
CP
NR
WP
CP
R
WP
CP
R
WP
CP
WP
CP
R
WP
CP
R
Wp
CP
R
WP
CP
Before placing concrete
R
CP
As required by specification
Every 60 tons
NR
CP
on Site
as per drawing
Before placing concrete
R
CP
on Site
No unsuitable material remain
Before placing concrete
R
CP
on Site
Proper method
Before placing concrete
R
CP
on Site
see Table-3 for concrete structure
Before placing concrete
R
WP
Visual
on Site
minimum 60mm for the concrete in contact with seawater, ground water or soil. Otherwise in accordance with ACI manual or approved equal.
Before placing concrete
R
WP
ACI 117-90
Visual, Survey
on Site
ACI 117-90, Sections 3 & 4
Before placing concrete
R
WP
8A-21.5
Visual
on Site
No Leak after 24 hrs
Each structure
R
WP
Visual, Survey
on Site
Each structure
R
WP
Visual
on Site
Each structure
R
WP
Manufacture's Certificate
off Site
As required by specification
NR
WP
WP
SI
Manufacture's Certificate
off Site
As required by specification
NR
WP
WP
SI
Specification
insitu
R
WP
CP
Depth of Truss Bars: -12mm Stirrup, Ties and Spirals: 12mm Location of all other Bens: 12mm Reinforcement
Tension Test
Laboratory Test
Embedded Items
Visual, Survey
Cleanliness
Visual
Construction Joints
Visual
Alignment and Suitability of the Containing Surface
Visual, Survey
Concrete Cover
Formwork
Size and Alignment
Concrete Roof Waterproofing
Hydrostatic (Leak) Test
Concrete Structures
Line and levels Defects
Rubber gasket glass panel support.
Elasticity test
Glass silicon sealant. Quality product test. Performance & workmanship
1.2.14
off Site
all
Notes: 1) Testing Agency
Ind. Lab: Independent Laboratory which approved as Inde 2) Notice: R: Required to submit Filed Ins. Notice (FIR) NR: Not Required to submit Filed Ins. Notice 3) Record FIF: Field Inspection form 4) Acceptance Criteria NA: Not Applicable 5) Inspection Client/ Consultant: CP:
WP:
HP:
Page 68
No.
01.
02.
Work Item
Fill and back fill
Mixed Concrete
Inspection/Testin g Subject
Inspection/Testing Item
Filling area
Cleanliness and Compaction
Filling Material and Compaction Method
Suitability of Filling Material and Compaction Method
Filling Material
Maximum Dry Density
Degree of Compaction
Field Dry Density
Cement
Mechanical and Physical Properties
Spec.
AASHTO
Chemical Analysis Compression Test (28 days) Fine Aggregate
Placing Concrete
Code & Standard
Material passing No.200 Sieve
T99
Method of Insp./Testing
Testing Agency
Laboratory Location
Frequency
Notice
Visual
No unsuitable material remain, properly compacted initially
before filling
R
CP
Field Density Test (Sand Cone Replacement Method)
90% Dt.max, AASHTO T99
Once for each type of equipment to be used
R
CP
Laboratory Test
NA
R
CP
Field Density Test (Sand Cone Replacement Method)
Min. 90% of Max. Dry Density as determined by AASHTO T99
R
CP
Manufacture's Certificate
Ind. Lab.
off Site
ASTM C150
Laboratory Test
Ind. Lab.
off Site
As required by specification
Laboratory Test
on Site
As required by specification
ASTM C117
Laboratory Test
off Site
specificate requirement
Monthly for each grade of cement once for each source once per month once per month
Grading and Uniformity
Laboratory Test
on Site
Fineness Modulus
Laboratory Test
on Site
specificate requirement
Mixing Water Workability
Slump Test
Compressive Strength
Compression Test
Placing Concrete
Positioning, Fixing and Condition of the Reinforcement
Every 5000m3 of filling material Average of 2 tests for every layer completed, but not more than 1000m2 per layer of each structure once per month
ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989 ASTM C150, C595, C618, C989
specificate requirement
Turbidity Chemical properties
USBR Concrete Manual
Inspection Client/ Consultant MAIN ICIC CONTRACTO R
Accepatnce Criteria
Laboratory Test
off Site
Field Test
on Site
Laboratory Test
on Site
Visual
on Site
Every 5000 tons
once every 6 limit of 2,000 ppm months each 40m3 of not higer than 20mm each grade of from the value concrete specified in the produced in approved mix design any one day at least three cubic sample to be taken for each structure specificate or each 20m3 requirement of each grade of concrete produced in any one day
Sheared Length: 25mm
ESJV
NR
WP
CP
NR
WP
CP
NR
WP
CP
R
WP
CP
R
WP
CP
WP
CP
R
WP
CP
R
Wp
CP
R
WP
CP
Before placing concrete
R
CP
As required by specification
Every 60 tons
NR
CP
on Site
as per drawing
Before placing concrete
R
CP
on Site
No unsuitable material remain
Before placing concrete
R
CP
on Site
Proper method
Before placing concrete
R
CP
on Site
see Table-3 for concrete structure
Before placing concrete
R
WP
Visual
on Site
minimum 60mm for the concrete in contact with seawater, ground water or soil. Otherwise in accordance with ACI manual or approved equal.
Before placing concrete
R
WP
ACI 117-90
Visual, Survey
on Site
ACI 117-90, Sections 3 & 4
Before placing concrete
R
WP
8A-21.5
Visual
on Site
No Leak after 24 hrs
Each structure
R
WP
Visual, Survey
on Site
Each structure
R
WP
Visual
on Site
Each structure
R
Depth of Truss Bars: -12mm Stirrup, Ties and Spirals: 12mm Location of all other Bens: 12mm Reinforcement
Tension Test
Laboratory Test
Embedded Items
Visual, Survey
Cleanliness
Visual
Construction Joints
Visual
Alignment and Suitability of the Containing Surface
Visual, Survey
Concrete Cover
Formwork
Size and Alignment
Concrete Roof Waterproofing
Hydrostatic (Leak) Test
Concrete Structures
Line and levels Defects
1.2.14
off Site
WP SI:
Page 69
nsultant NSC
Record
Remarks
FIF
FIF
Test Report
Changed to Off Site
FIF
Mfd. Certificate Test Report
Test Report Test Report
Changed to Off Site
Test Report Test Report Test Report Test Record
Test Record
FIF
Test Report FIF, Survey Record FIF
FIF FIF, Survey Record
FIF
FIF FIF Record Report
FIF
FIF Mfd. Certificate FIF
Page 70
nsultant NSC
Record
Remarks
FIF
FIF
Test Report
Changed to Off Site
FIF
Mfd. Certificate Test Report
Test Report Test Report
Changed to Off Site
Test Report Test Report Test Report Test Record
Test Record
FIF
Test Report FIF, Survey Record FIF
FIF FIF, Survey Record
FIF
FIF FIF Record Report
FIF
Mfd. Certificate
Test Report
Test Report
Test Report
Test Report
FIF
FIF Hold point by Test Report Estella for first 5 selected delivery Test Report
Page 71
nsultant NSC
Record
Remarks
FIF
FIF
Test Report
Changed to Off Site
FIF
Mfd. Certificate Test Report
Test Report Test Report
Changed to Off Site
Test Report Test Report Test Report Test Record
Test Record
FIF
Test Report FIF, Survey Record FIF
FIF FIF, Survey Record
FIF
FIF FIF Record Report
Test Report Mfd. Certificate Test Report Mfd. Certificate SI
Test Report
FIF
FIF Hold point by Test Report Estella for fist 5 selected delivery Test Report
Test Report
SI
Mfd. Certificate
SI
Test Report
SI
Mfd. Certificate
SI
Test Report
Page 72
nsultant NSC
Record
Remarks
FIF
FIF
Test Report
Changed to Off Site
FIF
Mfd. Certificate Test Report
Test Report Test Report
Changed to Off Site
Test Report Test Report Test Report Test Record
Test Record
FIF
Test Report FIF, Survey Record FIF
FIF FIF, Survey Record
FIF
FIF FIF Record Report
SI
Test Report
FIF
Page 73
nsultant NSC
Record
Remarks
FIF
FIF
Test Report
Changed to Off Site
FIF
Mfd. Certificate Test Report
Test Report Test Report
Changed to Off Site
Test Report Test Report Test Report Test Record
Test Record
FIF
Test Report FIF, Survey Record FIF
FIF FIF, Survey Record
FIF
FIF FIF Record Report
FIF Mfd. Certificate Test Report Mfd. Certificate
Test Report Mfd. Certificate Test Report
Test Report
Test Report
Test Report
Test Report
FIF
Page 74
nsultant NSC
Record
Remarks
FIF
FIF
Test Report
Changed to Off Site
FIF
Mfd. Certificate Test Report
Test Report Test Report
Changed to Off Site
Test Report Test Report Test Report Test Record
Test Record
FIF
Test Report FIF, Survey Record FIF
FIF FIF, Survey Record
FIF
FIF FIF Record Report
FIF Mfd. Certificate FIF
SI
FIF
FIF
SI
FIF
Test Report
Test Report
Test Report
FIF
SI
FIF
SI
FIF
SI
FIF
Page 75
nsultant NSC
Record
Remarks
FIF
FIF
Test Report
Changed to Off Site
FIF
Mfd. Certificate Test Report
Test Report Test Report
Changed to Off Site
Test Report Test Report Test Report Test Record
Test Record
FIF
Test Report FIF, Survey Record FIF
FIF FIF, Survey Record
FIF
FIF FIF Record Report
SI
Mfd. Certificate
SI
Test Report
SI
Test Report
SI
FIF
FIF
SI
FIF
SI
Mfd. Certificate
SI
Test Report
SI
Test Report
FIF
SI
SI
Test Report
FIF
Page 76
nsultant NSC
Record
Remarks
FIF
FIF
Test Report
Changed to Off Site
FIF
Mfd. Certificate Test Report
Test Report Test Report
Changed to Off Site
Test Report Test Report Test Report Test Record
Test Record
FIF
Test Report FIF, Survey Record FIF
FIF FIF, Survey Record
FIF
FIF FIF Record Report
SI
FIF Control point by Test Report Estella for first 5 selected delivery
SI
Mfd. Certificate
SI
Mfd. Certificate
SI
Mfd. Certificate
SI
Mfd. Certificate FIF
FIF
SI
FIF
SI
Mfd. Certificate
SI
Mfd. Certificate
SI
Mfd. Certificate
SI
Mfd. Certificate
SI
Mfd. Certificate
Page 77
nsultant NSC
Record
Remarks
FIF
FIF
Test Report
Changed to Off Site
FIF
Mfd. Certificate Test Report
Test Report Test Report
Changed to Off Site
Test Report Test Report Test Report Test Record
Test Record
FIF
Test Report FIF, Survey Record FIF
FIF FIF, Survey Record
FIF
FIF FIF Record Report
SI
SI
Mfd. Certificate FIF
SI
FIF
Page 78
nsultant NSC
Record
Remarks
FIF
FIF
Test Report
Changed to Off Site
FIF
Mfd. Certificate Test Report
Test Report Test Report
Changed to Off Site
Test Report Test Report Test Report Test Record
Test Record
FIF
Test Report FIF, Survey Record FIF
FIF FIF, Survey Record
FIF
FIF FIF Record Report
SI
Mfd. Certificate
SI
Mfd. Certificate
SI
Mfd. Certificate
SI
Mfd. Certificate
SI
Mfd. Certificate
SI
Mfd. Certificate
SI
Mfd. Certificate
SI
Mfd. Certificate FIF
SI
FIF
SI
Mfd. Certificate
SI
Mfd. Certificate
SI
FIF
SI
Mfd. Certificate
Page 79
nsultant NSC
Record
Remarks
FIF
FIF
Test Report
Changed to Off Site
FIF
Mfd. Certificate Test Report
Test Report Test Report
Changed to Off Site
Test Report Test Report Test Report Test Record
Test Record
FIF
Test Report FIF, Survey Record FIF
FIF FIF, Survey Record
FIF
FIF FIF Record Report
SI
Mfd. Certificate FIF
SI
FIF Mfd. Certificate FIF
FIF
Page 80
nsultant NSC
Record
Remarks
FIF
FIF
Test Report
Changed to Off Site
FIF
Mfd. Certificate Test Report
Test Report Test Report
Changed to Off Site
Test Report Test Report Test Report Test Record
Test Record
FIF
Test Report FIF, Survey Record FIF
FIF FIF, Survey Record
FIF
FIF FIF Record Report
SI
FIF
SI
FIF Mfd. Certificate Mfd. Certificate Mfd. Certificate
SI
FIF
SI
Mfd. Certificate
SI
FIF
SI
FIF
SI
Mfd. Certificate
SI
FIF Mfd. Certificate Mfd. Certificate Mfd. Certificate
Page 81
nsultant NSC
Record
Remarks
FIF
FIF
Test Report
Changed to Off Site
FIF
Mfd. Certificate Test Report
Test Report Test Report
Changed to Off Site
Test Report Test Report Test Report Test Record
Test Record
FIF
Test Report FIF, Survey Record FIF
FIF FIF, Survey Record
FIF
FIF FIF Record Report
FIF
SI
FIF
FIF
SI
Mfd. Certificate
Page 82
nsultant NSC
Record
Remarks
FIF
FIF
Test Report
Changed to Off Site
FIF
Mfd. Certificate Test Report
Test Report Test Report
Changed to Off Site
Test Report Test Report Test Report Test Record
Test Record
FIF
Test Report FIF, Survey Record FIF
FIF FIF, Survey Record
FIF
FIF FIF Record Report
SI
Mfd. Certificate
SI
Mfd. Certificate FIF
boratory which approved as Independent Testing Agency for this Project.
d Ins. Notice (FIR)
it Filed Ins. Notice
ltant: Control Point (Intermittent monitoring of any stage of the work in progress (whether by the Owner or Consultant).
Witness Point (provides Client/Consultant opportunity to witness the inspection or test or aspect of the work, at their discretion.
Hold Point (defines a point beyond which work may not proceed without the authorisation of a designated service provider or authority
Page 83
nsultant NSC
Record
Remarks
FIF
FIF
Test Report
Changed to Off Site
FIF
Mfd. Certificate Test Report
Test Report Test Report
Changed to Off Site
Test Report Test Report Test Report Test Record
Test Record
FIF
Test Report FIF, Survey Record FIF
FIF FIF, Survey Record
FIF
FIF FIF Record Report
Self inspection - Where the service provider performing the work verifies the quality progressively often with the aid of checklists.
Page 84
INSPECTION AND TESTING PLAN (ITP)
Document No : D8-ITP-C&S-001
DISTRICT 8 PHASE II SENOPATI LOT 13
No.
Work Item
Inspection/Testing Item
A.
Structure
1. Penentuan As Grid
1
Galian Tanah
1. Galian
Code & Standard
Shop Drawing
Method of Insp./Testing
Date : 02 February 2015
Testing Agency
Acceptance Criteria
Frequency
Inspection Client/ Consultant SCGU
ACSET
Visual & measurement
Titik Bench Marks
√
√
Visual & measurement
-
√
√
Visual & measurement
Gambar yang telah approved
√
√
4. Elevasi
Visual & measurement
Gambar yang telah approved
√
√
5. Zona Penggalian
Visual & measurement
Gambar yang telah approved
√
√
1. Pondasi TC
Visual & measurement
Gambar yang telah approved
√
√
Visual & measurement
Gambar yang telah approved
√
√
3. Pembesian
Visual & measurement
Gambar yang telah approved
√
√
4. Beton
Visual & measurement
Fc' 35 Mpa slump 12±2
√
√
RKS Section 03300
Laboratory Test
Fc' 35 Mpa slump 12±2
Sebelum pekerjaan dimulai
√
√
RKS Section 03300 2.12 D
Measurement
≤ 32 derajat celcius
Tiap Truck Mixer on site
√
√
RKS Section 07110
Laboratory Test
Tidak mengandung klorida atau nitrat
√
√
RKS Section 03300 2.6
Visual & measurement
Type PVC
√
√
RKS Section 03300 3.6, ASTM
Visual
Curing compound Type 1, plastik cor, styrofoam
√
√
RKS Section 03300 1.5
Laboratory Test
√
√
Dinding, kolom, gutter, slab dan balok
√
√
Gambar finishing yang telah approved
√
√
Spesifikasi Pabrik
√
√
Gambar yang telah approved
√
√
Setelah minimal 8 jam
√
√
Umur beton 7 hari, dilakukan sistem reshoring setelah pembongkaran
√
√
Tidak berlubang, tidak mengelupas dan mengkerut, bersih
√
√
Diameter, jumlah tonase, mutu besi
√
√
2. Lereng Tanah Shop Drawing
2
Tower Crane
2. Angkur TC Shop Drawing
3
Pengecoran Massive Foundation
1. Mix Design & Trial Mix 2. Thermal of concrete 3. Integral Waterproofing 4. Waterstops 5. Curing 6. Crushing Test
4
Formwork
Batching Plant, Sofoco
1. Design dan Perencanaan 2. Chamfer RKS Section 03100 3. Form Oil 4. Construction Joint 5. Pembongkaran bekisting tembereng, dinding dan kolom RKS Section 03100 3.14, PBI-71 NI-2 6. Pembongkaran bekisting slab
7. Kelayakan Penggunaan bekisting 5
Pembesian
RKS Section 03100 3.15
1. Kedatangan Besi
Mill Certificate
independent Laboratory
FC'35 Mpa
7, 14 & 28 hari
RKS Section 03200 Document of QA/QC Department
Page 85 of 92
INSPECTION AND TESTING PLAN (ITP)
Document No : D8-ITP-C&S-001
DISTRICT 8 PHASE II SENOPATI LOT 13
No.
Work Item
Inspection/Testing Item
Code & Standard
2. Pabrikasi Besi
Method of Insp./Testing
3. Instalasi Pembesian 4. Test Besi Beton
Testing Agency
Shop Drawing RKS Section 03200
6
Date : 02 February 2015
Frequency
Inspection Client/ Consultant SCGU
ACSET
Gambar yang telah approved
√
√
√
√
√
√
Shop Drawing
independent Laboratory
Gambar yang telah approved
Laboratory Test
independent Laboratory
BjTS 40
50 ton/diameter 1 test tekuk dan 1 test tarik
1. Lantai Kerja
Shop Drawing
K. 225
√
√
2. Mutu Beton dan Slump
Shop Drawing
FC'35 Mpa , FC'45 Mpa, FC'55 Mpa, slump 12±2
√
√
Diambil setiap pengecoran 100 m3 dalam sehari
1 set = 6 silinder
√
√
Sesuai dengan metode pengecoran
√
√
3. Benda Uji 4. Pengecoran 5. Curing Beton
RKS Section 03300
6. Repair Beton 7. Finishing Beton 8. Crushing Test
Document of QA/QC Department
Acceptance Criteria
Laboratory Test
Batching plant, independent Laboratory
Curing compound Type 1
√
√
Approval material dan metode repair
√
√
Gambar finishing yang telah approved
√
√
√
√
Mutu Beton
7, 14 & 28 hari
Page 86 of 92
ument No : D8-ITP-C&S-001
Rev :
e : 02 February 2015
Page :
Record
Remarks
survey record Survey record Inspection record Inspection record Inspection record QC & Logistic record test record Inspection record test record Inspection record Inspection record test record Inspection record Inspection record Inspection record Inspection record Inspection record
Inspection record
Inspection record Logistic Record
Document of QA/QC Department
Page 87 of 92
ument No : D8-ITP-C&S-001
Rev :
e : 02 February 2015
Page :
Record
Remarks
Inspection record test record QC record QC record QC record Inspection record Inspection record Inspection record Inspection record test record
Document of QA/QC Department
Page 88 of 92
INSPECTION AND TESTING PLAN (ITP) Document No : D8-ITP-LOT28-001
DISTRICT 8 PHASE I SENOPATI LOT 28 REINFORCEMENT WORK
No.
2-Nov-15 Verification Personnel
Verification Document ( Code & Standard, and Specification )
Method of Insp./Testing
a. Mutu, diameter dan jarak antar tulangan sesuai dengan shop drawing.
RKS Section 03300 2.13
Visual & measurment
On site
RKS Section 03300 2.13
b. posisi penyambungan dan panjang sambungan tulangan sesuai dengan gambar kerja.
Shop Drawing
Visual & measurment
On site
c. detail tekukan dan pengangkuran tulangan sesuai dengan gambar kerja
Shop Drawing
Visual & measurment
d. sparing dan sleeve telah terpasang sesuai dengan gambar kerja.
Shop Drawing
RKS Section 03300 2.13
Work Item
Inspection/Testing Item
Testing Agency
Acceptance Criteria
Frequency
Supplier/ SubCont
ACSET
SCGU
Sebelum pengecoran dimulai
S
I
Gambar yang telah approved
Sebelum pengecoran dimulai
S
I
On site
Gambar yang telah approved
Sebelum pengecoran dimulai
S
I
Visual & measurment
On site
Gambar yang telah approved
Sebelum pengecoran dimulai
S
I
Visual & Test
On site and Independent Laboratory
Panjang Benda uji min. 150 cm setiap diameter (RKS Section 03300 2.13)
Kelipatan 100 ton
S
W
a. Tulangan terangkai dengan baik dan kuat, dan tidak goyah pada saat pengangkatan menuju site.
Visual
On site
Gambar yang telah approved
Sebelum pengecoran dimulai
S
I
b. Tulangan terangkai terpasang/tersambung dengan stek tulangan existing, posisi dan elevasinya sesuai gambar kerja.
Visual
On site
Gambar yang telah approved
Sebelum pengecoran dimulai
S
I
Visual & measurment
On site
Gambar yang telah approved
Sebelum pengecoran dimulai
S
I
Visual & measurment
On site
Gambar yang telah approved
Sebelum pengecoran dimulai
S
I
e. Panjang sambungan/overlap dengan stek tulangan eksisting sesuai dengan gambar kerja.
Visual & measurment
On site
Gambar yang telah approved
Sebelum pengecoran dimulai
S
I
f. Posisi tulangan baru dengan eksisting rapi tidak terjadi pembengkokan tulangan on-site karena tidak pas dengan stek tulangan eksisting.
Visual
On site
Gambar yang telah approved
Sebelum pengecoran dimulai
S
I
g. Beton decking terpasang dalam jumlah cukup dan tidak mudah pecah.
Visual
On site
Gambar yang telah approved
Sebelum pengecoran dimulai
S
I
h. Ikatan antar tulangan kokoh tidak mudah lepas dan jumlahnya cukup.
Visual
On site
Gambar yang telah approved
Sebelum pengecoran dimulai
S
I
a. Tulangan terangkai dengan baik dan kuat, dengan jumlah kaki ayam yang cukup kuat.
Visual
On site
Gambar yang telah approved
Sebelum pengecoran dimulai
S
I
REINFORCEMENT 1
2
3
Pemeriksaan Bar Bending Schedule
Mutu Tulangan
Pelaksanaan Pembesian Elemen Vertikal
Surat jalan dan hasil uji tarik dan tekuk tulangan sesuai dengan spesifikasi.
c. marking posisi pembesian baru terhadap stek tulangan eksisting sesuai dengan gambar kerja. Tulangan terangkai terpasang/tersambung dengan stek tulangan eksisting, posisi dan elevasi sesuai dengan gambar kerja. d.
4
Pelaksanaan Pembesian Elemen Vertikal
Document of QA/QC Department
Shop Drawing
Page 89 of 92
INSPECTION AND TESTING PLAN (ITP) Document No : D8-ITP-LOT28-001
DISTRICT 8 PHASE I SENOPATI LOT 28 REINFORCEMENT WORK Pelaksanaan Pembesian No. Elemen Vertikal Work Item
Inspection/Testing Item
Verification Document ( Code & Standard, and Specification )
2-Nov-15 Verification Personnel
Method of Insp./Testing
Testing Agency
Acceptance Criteria
Frequency
Supplier/ SubCont
ACSET
SCGU
b. Tulangan terangkai terpasang/tersambung dengan stek tulangan eksisting, posisi dan elevasi sesuai gambar kerja.
Visual
On site
Gambar yang telah approved
Sebelum pengecoran dimulai
S
I
c. Panjang sambungan/overlap dengan stek tulangan eksisting sesuai gambar kerja.
Visual & measurment
On site
Gambar yang telah approved
Sebelum pengecoran dimulai
S
I
d. Posisi tulangan baru dengan eksisting rapi tidak terjadi pembengkokan tulangan on-site karena tidak pas dengan stek tulangan eksisting.
Visual
On site
Gambar yang telah approved
Sebelum pengecoran dimulai
S
I
e. Beton decking terpasang dalam jumlah cukup & tidak mudah pecah sehingga dapat menghasilkan tebal selimut beton sesuai gambar kerja.
Visual
On site
Gambar yang telah approved
Sebelum pengecoran dimulai
S
I
f. Ikatan antar tulangan kokoh dan tidak mudah lepas, dan jumlahnya cukup.
Visual
On site
Gambar yang telah approved
Sebelum pengecoran dimulai
S
I
a. area dalam kondisi bersih dari material asing
Visual
On site
Sebelum pengecoran dimulai
S
W
Sebelum pengecoran dimulai
S
W
Shop Drawing
5
Sistem K3 RKS Section 03300 2.11 D b. sistem K3 telah siap dilapangan (safety harness).
RKS Section 03300 2.11 D Visual
On site
LEGEND : W = Witness S = Surveillance or Monitoring R = Review H = Hold Point I = Inspection `
Disetujui oleh : PT. Sumber Cipta Griya Utama
Diperiksa oleh : PT. Sumber Cipta Griya Utama
Dibuat oleh : Main Contractor PT. Acset Indonusa, Tbk
(……………………………..) Project Manager
(……………………………..) QA/QC
(……………………………..) Quality Control Manager
Document of QA/QC Department
Page 90 of 92
ument No : D8-ITP-LOT28-001 Rev : S-01 2-Nov-15
Record
Remarks
Inspection record Inspection record Inspection record
Inspection record
QC record
Inspection record
Inspection record
Inspection record
Inspection record
Inspection record
Inspection record
Inspection record
Inspection record
Inspection record
Document of QA/QC Department
Page 91 of 92
ument No : D8-ITP-LOT28-001 Rev : S-01 2-Nov-15
Record
Remarks
Inspection record
Inspection record
Inspection record
Inspection record
Inspection record
Inspection record
Inspection record
Dibuat oleh : Main Contractor PT. Acset Indonusa, Tbk
(……………………………..) Quality Control Manager
Document of QA/QC Department
Page 92 of 92
