inspection test plan for civil works

CONTRA

CONTRA

QP EXTE

DOCUM

DOCUM

No.

1

ACT NUMBER

ACT TITLE

ERNAL TRANSM

MENT NUMBER

MENT TITLE

CODE 1 –REQUIRED)

ITTAL REFERENC

QP C

APPROVED –

C

GC12

EPIC

CE EDM

3513

INSP

COMMENTS

MAY PROCEE

COMMENT

2105200

FOR UPGRADAT

/GC12105200/E

3‐M3GE‐1‐25‐00

ECTION AND TE

ED (RE‐SUBMISS

TS RESOL

TION OF AC UPS

EXT/TN/0510

01

ST PLAN FOR CIV

SION DOCUME

UTION SH

QP

UNITS IN NGL3,

DAT

DOC

VIL WORKS

ENT SUBMITTED

HEET[ CRS

PROJECT NUMB

, MESAIEED

TE

CUMENT REVISI

CONTRACTO

D FOR AFC STAM

]

BER 3

3

ION 2

OR RESPONS

MPING/SIGNATU

P

3513

30‐Oct‐2013

2

SE

RE

Page 1 of 1

1 EXCAVATION WORKS

1.1 Setting out AFC Drawing 3513-M3GE-1-50-0001 Site Survey Report Site Super visor/Engr.

1.2 Expolortary Excavation Approved Procedure Site Super visor/Engr. W M

1.3 Excavation Approved Procedure Site survey Report Site Super visor/Engr.

1.4Compaction Specifications 3513-M3GE-1-50-0004 FD test Report Q.C Engineer W/H

Sub Contractor

1.5 Compaction Test Specifications 95% Compaction FD test Report Q.C Engineer H W/H W/H

2 BLINDING CONCRETE SRC152.1 Visual Inspection AFC Drawing 3513-M3GE-1-50-0004 Survey Coordinates, Levels, Third party FD Test Report Q.C Engineer H W M

2.2Compaction Test Specifications FD Test Report Q.C Engineer W/H

Sub Contractor

2.3Inspection for Pouring Site Inspection

After Reviewing Third party Test report

Inspection Request Site Super visor/Engr. H H/W H/W

2.4

Concrete Pouring Mix no 3513-MS-CIV-0001SRC15-NS25G60C15

MAR/Delivery Ticket Q.C Engineer H H/W H/W

Cl less than 500 mg/l

CONTRACT NO. GC12105200 EPCI FOR UPGRADATION OF AC UPS UNITS IN NGL3, MESAIEED

INSPECTION TEST PLAN FOR CIVIL WORKS

RAY PROJECTS /

DOPETSl.No Activity Report

Test/Inspection Activity

RemarksAcceptance Criteria Drawing No ParametersVerifying

DocumentsResponsibility QP

2.5 Curing Water test report

Cl - less than 500 mg/l , SO3 - less than 1000 mg/l, Alkali carbonates &bicarbonates - less than 500 mg/l , TDS -less than 2000mg/l , Ph - 6.5 to 9

Water test report Site Super visor/Engr. H W

3 CONCRETE PROTECTION

3.1Application of Bitumen

Primer Specifications Ref:3513-MS-

CIV-0003 3513-M3GE-1-14-0008

After completion Visual Inspection

Material Approval (Poly Prime SB)

Site Super visor/Engr. H W M

3.2Laying of Bitumen Sheet

Specifications Ref:3513-MS-CIV-0003

3513-M3GE-1-14-0008After completion Visual

Inspection Material Approval (Bitustick XL

1.6mm thick)Site Super visor/Engr. M M M

3.3Screeding



Inspection AFC 3513-M3GE-1-50-0004 Site Super visor/Engr. H W M

3.4Installation of Bitu board



Inspection Material Approval (Bituboard

FS 4mm thick)Q.C Engineer

DOC. NO. 3513-M3GE-1-25-0001 REV. A PAGE 2 OF 6



RAY PROJECTS /





4

CONCRETE WORKS FOR

FOUNDATIONS C40

4.1 Form work Installation AFC Drawing

3513-M3GE-1-50-0004, 3513-M3GE-1-50-0005, 3513-M3GE-1-51-0001, 3513-M3GE-1-51-0002, 3513-M3GE-1-51-0003, 3513-M3GE-1-51-0004

Verifi the Dimensons , Supports and Shuttering Oil for smooth

finishAFC Drawing Site Super visor/Engr. H/W W M

4.2 Fabrication of Rebars Bar Bending Schedule


AFC Drawing Site Super visor/Engr. H/W W M

4.3 Rebar Installation AFC Drawing

3513-M3GE-1-50-0004, 3513-M3GE-1-50-0005, 3513-M3GE-1-51-0001, 3513-M3GE-1-51-0002, 3513-M3GE-1-51-0003,

Bar Bending Schedule along with AFC drawings

Site Super visor/Engr. H/W W M

,3513-M3GE-1-51-0004

4.4 Anchor bolt installation Locations NA AFC Drawings Site Super visor/Engr. H/W W M

4.5 Inspection for Pouring AFC Drawings / Specifi.


Survey Report,Dimenson Check,Level Check

Inspection Request Q.C Engineer H H/W H/W

4.6Inspection of ReadyMix

ConcreteMix No

Flakiness Index - Max 30 Elongation Index - Max 35 Acid Soluble Chloride-Max 0.03 Acid Soluble Sulphate-Max 0.3 MSS - Max 15 los Angeles Abrasion - max 30

MAR for C40 / Delivery Ticket Q.C Engineer H H/W H/W

4.7

Concrete Pouring Mix Design/specification 3513-MS-CIV-0001Min Comp.strength after 28 daysSRC15-15N/MM2 OPC40-40N/MM2

MAR for C40 / Delivery Ticket Q.C Engineer H H/W H/W

4.8

Removal of form work Specification/Cube test

report

Min Comp.strength after 28 daysSRC15-15N/MM2 OPC40-40N/MM2

Inspection Request / min 24hrs from concrete poured

Q.C Engineer M M M

4.9 Inspection of surface Smooth Surface Surface Neat and Clean Visual Inspection Site Super visor/Engr. H H/W W

4.10 Concrte protection Specifications Ref

no:3513MS-CIV-0003 Specifications Site Super visor/Engr. H W M

4.11

Back Filling Back Filling Specifications 3513-M3GE-1-50-0004

Sulphate - less then 2.5 g/L, Max.Size of material 50mm, Plasticity index <11%, Liquid limit <40 %, Organic matter <12%

FD test Report Q.C Engineer W M M




RAY PROJECTS /





5CONCRETE WORKS C40

5.1Compaction of floor area Compaction test

Test Report Should be 95% Compaction

FD test Report Q.C Engineer H W M

5.2 Form works for pannels Dimension

3513-M3GE-1-50-0005, 3513-M3GE-1-51-0001, 3513-M3GE-1-51-0002, 3513-M3GE-1-51-0003, 3513-M3GE-1-51-0004

Verifi the Dimensons , Supports and Shuttering Oil for smooth

finishAFC Drawings Site Super Visor/Engr. M M M

5.3 Reinforcement works AFC drawings


Bar Bending Schedule along with AFC drawings

Site Super Visor/Engr. H/W W M

5.4 Inspection for Pouring AFC Drawings/Specification


Survey Report,Dimenson Check,Level Check

Inspection Request Q.C Engineer H H/W H/W

Concrete Pouring Mix Design / Specification 3513-MS-CIV-0001Min Comp.strength after 28 daysSRC15-15N/MM2 OPC40- Delivery Ticket/ RFI Q C Engineer H W M

5.5Concrete Pouring Mix Design / Specification 3513 MS CIV 0001 daysSRC15 15N/MM2 OPC40

40N/MM2Delivery Ticket/ RFI Q.C Engineer H W M

5.6 Isolation Joints Specification3513-M3GE-1-51-0001, 3513-M3GE-1-51-0002

Material Approval ( Flexcel board)

Site Super Visor/Engr. H H/W W

6 BLOCK WORKS

6.1 Procurement of Blocks Com. Strength 7 N/mm2 Test Report Q.C Engineer R M M

6.2 Inspection of Blocks Com. Strength Dimension, Pouracity, Test Report Q.C Engineer H H/W W

6.3 Laying of Blocks Visual Inspection 3513-M3GE-1-71-0005 Line and level AFC Drawings Site Super Visor/Engr. W W M

Concrete Filling AFC drawings 3513-M3GE-1-71-0005 AFC Drawing/Speci. Site Super Visor/Engr. M

7 PLASTERING

7.1Preparation of Surface Visual Inspection

Surface Cleaning and preparation

Specifications Site Super Visor/Engr. H W M

7.2 Installation of Blockmesh Specifications Ref : 3513-MS-

CIV-00043513-M3GE-1-71-0005, 3513-M3GE-1-14-0008

After Completion of Visual Inspection

AFC Drawings Site Super Visor/Engr. H W M

7.3 Installation of AnglebeadSpecifications Ref : 3513-MS-

CIV-00043513-M3GE-1-71-0005, 3513-M3GE-1-14-0008


AFC Drawings Site Super Visor/Engr. H W M

7.4Rough Plaster

Specifications Ref : 3513-MS-CIV-0004

3513-M3GE-1-71-0005After Completion of Visual

Inspection Approved Procedure Site Super Visor/Engr. H H/W W

7.5Plastering Visual Inspection 3513-M3GE-1-71-0005


Specifications Site Super Visor/Engr. H W W/M

7.6

Curing Water test report

Cl - less than 500 mg/l , SO3 - less than 1000 mg/l, Alkali carbonates &bicarbonates - less than 500 mg/l , TDS -less than 2000mg/l , Ph - 6.5 to 9

Specifications Site Super Visor/Engr. M M




RAY PROJECTS /





8 WALL PAINTING

8.1 Inspection of Surfaces Visual Inspection Specifications Site Super Visor/Engr. H W M

8.2 Inspection for Moisture Specifications 3513-M3GE-1-71-0005 Moisture content less than 4% Field Tests Q.C Engineer H W M

8.3Application of Primer

Specifications Ref :3513-MS-CIV-0007

3513-M3GE-1-71-0005 Material Appr./Procedure Q.C Engineer H W M

8.4 Application of Puttyfiller Specifications Ref :3513-MS-CIV-0007

3513-M3GE-1-71-0005 Material Appr./Procedure Q.C Engineer H W M

8.5 Application of Primer Specifications Ref :3513-

MS-CIV-00073513-M3GE-1-71-0005 Material Appr./Procedure Q.C Engineer H W M

8.6 Application of First coat Specifications 3513-M3GE-1-71-0005 Material Appr./Procedure Q.C Engineer H W M

8.7 Application of 2nd Coat Specifications 3513-M3GE-1-71-0005 Material Appr./Procedure Q.C Engineer H W M

9

INSTALALTION OF DOORS & WINDOWS

9.1 Verification of opening size Dimension/AFC Drawings 3513-M3GE-1-71-0001, 3513-M3GE-1-71-0002

AFC Drawings Site Super Visor/Engr.

9.2 Fabrication Specifications AFC Drawings Site Super Visor/Engr. M M M

9.3 Installation Specifications AFC Drawings Site Super Visor/Engr. H W M

3513-M3GE-1-69-00019.4 Opening Directions AFC Drawings

3513 M3GE 1 69 0001, 3513-M3GE-1-69-0002, 3513-M3GE-1-69-0003

AFC Drawings Site Super Visor/Engr. H/W W M

9.5 Sealent application Visual Inspection Material Approvals Q.C Engineer M M M

9.6 Installation of hardwares Specifications 3513-M3GE-1-14-0008 Materials Approvals Q.C Engineer M M M

10 FLOOR COATING

10.1 Prepration of Surfaces Smooth Surface 3513-M3GE-1-14-0008 Approved Procedure Site Super Visor/Engr. M M

10.2 Application of Primer Specifications 3513-M3GE-1-14-0008 Material Approvals Q.C Engineer H/W W M

10.3 Application of Coating Specifications 3513-M3GE-1-14-0008 Material Approval Q.C Engineer H/W W M

Prepared by: PREMNATHReviewed by: KARUPPIAH Approved by:

W-Witness, H-Hold,R-Review,M-Monitoring, TP-Third Party


Date : RFI No :

Discipline: Civil Mechanical Electrical Instrumentation commissioning

Location:

Doc. /Drawing No: Rev:

Rev:

Rev:

Date of Inspection: Time of Inspection:

Description of activities for Inspection:

1. Site Engineer:

Date:

EPCI FOR UPGRADATION OF AC UPS UNITS IN NGL3, MESAIEED

GC12105200

Name: Signature:

REQUEST FOR INSPECTION (RFI)

Date:

2. Contractor QA/QC Comments:

Date:

Approved Approved with Comments Rejected

3. QP comments:

Date:

DOPET/An Civil/RFI . Rev 0 - 27.10.13

Name: Signature:

Name: Signature:

Name: Signature:
