QAP for Civil Work

7/26/2019 QAP for Civil Work

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Client Name Project

QP NO. : Package -

REV. NO.: 1 Contract NoDATE:

PAGE:

2 3 4 5 6 7 8 9 10

Reference

Documents

RITES LtdAn ISO 9001-2000 Company

QUALITY ASSURANCE PLANQUALITY ASSURANCE PLANQUALITY ASSURANCE PLANQUALITY ASSURANCE PLAN

Construction Agency

ITEM : Civil Work

Name of work :Construction of Ancillary

Buildings like Gas Godown cum Tools

Store, Bogie Store, Canteen Building,

Toilet Block cum Parking, Compressor

Room and other works in connection with

Bogie & AC Container Manufacturing

Factory at Budge Budge of RCF at West

Bengal

Format of

Record

Remarks/ Precautions

1

Acceptance

Norms

Type of check Quantum Of checkSl. No Characteristics /

instruments

Class of checkActivity and Operation

1.7.4 Compacting As required B Physical 100% Check forsegregation as per

IS 456 & TS

SR Bleeding or segregation et c. isto be avoided as far as

possible. Accumulated water is

to be removed and shall not be

covered with concrete, or dry

concrete

Check by RITES

1.7.5 Curing As required

minimum 7 days

B Physical 100% Check for period

of curing as per IS

456 & TS

SR Exposed conc rete surface shall

be protected against heating

and drying for atleast 72 hrs

after placement.

Check by RITES

1.8 Tests on Green Concrete

1.8.1 Workability : - S lump tes t Standard apparatus

for different method

used for measuring

workability, slump

cone

B Physical One sample every 2 hrs.

from every mixing plant/

IS 456

IS:456, IS 1199-

1959 & RITES

Tech. Spec.

SR/LB/TR Slump test for medium & high

workability

RITES site engineer to check

1.8.2 Crushing strength (works

Tests cubes)

As required for 7 &

28 days

A Physical As per IS 456 IS:516, IS:456,

RITES Tech.

Spec.

SR/LB/

Test

Report

RITES site engineer to do the

test.

1.8.3 Water cement ratio( Cement

Content And Water Content)

As required B Physical At random at the time of

batching.

As per IS:1199

and approved

design mix.

SR/LB As per mix des ign

RITES site engineer to check

1.8.4 Check for cement content B Physical At random at the time of

batching.

As per IS:3026,

IS: 456, approved

design mix &

technical

specification.

SR/LB do

1.8.5 Admixtures for Concrete (if

any)

As per IS : 9103 B Testing 100% IS:456, appd.

Design mix &

technical

specification

Test

Report

Admixture of appd. Brand and

tested quality shall be

used.Manufacturers TC

required.RITES site engineer to

check

1.8.6 Visual examination of

finished structure

As required B Visual 100% As per Tech.

Specification./App

d. Drg./IS-456

-do- RITES to check

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Client Name Project

QP NO. : Package -


PAGE:

2 3 4 5 6 7 8 9 10

Reference

Documents



Construction Agency

ITEM : Civil Work








Bengal

Format of

Record


1

Acceptance

Norms


instruments


1.8.7 Dimensions do B Measurement 100% As per Tech.Specification./App

d. Drg./IS-456

do RITES to check

1.9

1.9.1 Ultrasonic Pulse Velocity Test for critical

foundations

A NDT 100% Test

Report

Shall be performed by qualified

persons/institution with

calibrated equipments in

presence of RITES, if there is

any doubt in crushing stregth

and on specific instruction

1.9.2 Load Test , Core test &

Rebound Hammer

As required A Test As required by RITES

Engineer.

As per Technical

specification and

IS:456-2000

Test

Report

The test shall be carried out

only in case of doubt regarding

grade & quality of concrete.

2.0Reinforcement Steel

2.1 Physical and Chemical

Properties as per relevant IS

codes

As required/ agreed B Review of TCs In 100 MT or part thereof MTC Approved brands are

SAIL/TATA TISCON/

RINL/IISCORITES to check

2.2 Tolerance As required/agreed C Physical At random SR/LB To be checked at site

2.3 Freedom from defects As required/ agreed C Visual Random before and

during placement

SR Any of the bars selected for use

shall be free from cracks,

surface flaws, laminations and

rough, jagged and imperfect

edges.Steel issued should be

free from excessive rust. To be

stored diameter wise in such a

place so as to permit easy

approach for inspection &

identification. It should be

cleaned of excessive rust

before use.R/f will be tied with

annealed wire. Water

accumulation & distortion of r/f

are to be avoided. To be

checked by RITES

IS: 13311 Part- I and Tech.

Specification/ IS 456

IS:1786

IS 1786/ 456/ TS

As per technical specifications &

IS: 468

TEST/CHECK ON RCC STRUCTURE IN HARDENED CONDITIONS:

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Client Name Project

QP NO. : Package -


PAGE:

2 3 4 5 6 7 8 9 10

Reference

Documents



Construction Agency

ITEM : Civil Work








Bengal

Format of

Record


1

Acceptance

Norms


instruments


7.1.6 RCC wire check & spacing As required / agreed B Measurement Random IR/TC do

7.2

7.2.1 Check for Laying and Jointing As required / agreed B Visual As per IS 783 IR/TC RITES to check

v) Swelling Index

1.0 A check

2.0 A check

3.0 A check

4.0 B check

General Points:

Quality Control Manpower

Quality Control Laboratory

Construction Equipments As per T.S.

As per T.S.

Organisation Chart As per T.S./As per requirement /

direction of EIC

As per T.S.

As per IS 783 & RITES Tech.

Spec

Checks at site

TS/IS 458

258