Vigilance Corner List of Registers

8/13/2019 Vigilance Corner List of Registers

1/13

Sl. No Date Instructions issued on the Inspection of work

with Signature and designation

Contractor /

contractor's

representative

acknowledgeme

nt with

Signature, Name

& Date

Compliance

report by

contractor /

contractor's

representative

with Signature,

Name & date

Final remarks of site Engineer with

Signature, designation & date

1 2 3 4 5 6

1. Site Order Book


2/13

Sl. No. Nature of Hindrance Date of

Occurance

Date of

clearance

Period Over laping

period if any

Weightage of

hindrance

Net effective

days of

hindrance

Remarks and

references

Sign. of Site

Engineer

with date

Contractor /

contractor's

representative Signature

with Name &

date

1 2 3 4 5 6 7 8 9 10 11

2. Hindrance Register


3/13

Sl. No

Drg. No. and revision

no. if any Date of receipt Details of DRG

Date of Issue to

Contractor

Acknowledgement

of contractor

Signature of Site

Engineer with date

1 2 3 4 5 6 7

3. Drawing Register


4/13

Sl.

No.

Date of

Receipt

Source of

Receipt

Bill/

Challan

no.

Manufactur

turer Test

Ceritifcatereference

Quantity

Received

(bags)

Progressive

Total of

Receipts(Bags)

Date of

Issue

Qty.

Issued

(Bags)

Qty.

Returned

at the endof the

Day

(Bags)

Net Qty

issued

(Bags)

Progressi

ve Total

of issue(Bags)

Balance

at the

end ofthe day

(Bags)

Items of

work for

whichIssued

Sign. of

Site

Engineerwith date

Sign of

Contractor

with date

Remarks

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

4. Cement Register


5/13

Sl. No Date of

Receipt

Source of

Receipt &

Ch. No.

/Bill No.

Qty

Received

(MT)

Cum Qty

Received

(MT)

Date of

Issue

Qty

issued

(MT)

Cummula

tive qty

issued

(MT)

Balance

at the end

of the Day

(MT)

Item of

work in

which

consumed

Sign. Of

Site

Engineer

with date

Sign. Of

contractor

with date

Manufactu

re Test

certificate

details

Remarks

1 2 3 4 5 6 7 8 9 10 11 12 13 14

5. Steel Register


6/13

Sl. No. Date Weight of

sample inGms

Size of

Sieves

Weight

retained oneach Sieve

%age of

weightretained

Cummula

tive %ageof weight

Retained

%Age of

weightpassing

Specified

%age ofweight

Passing

Sign. Of

contractorwith date

Sign. Of

SiteEngineer

with date

Remarks/action

taken

1 2 3 4 5 6 7 8 9 10 11 12

Note: Size of Sieve should be as per CPWD manual/BIS specification

6. Sieve Analysis of Stone Aggregate Nominal Size


7/13

Sl. No. Date Source

of

material

Height of

Silt after

Setting

(V-1)

Height of

sand after

setting

(V-2)

%age Silt

Content

V1/V2x100

Acceptabil i

ty as per

specificatio

n

Sign. Of

Site

Engineer

with date

Sign. Of

contractor

with date

Location

where

sand

used

Remarks/

action

taken

1 2 3 5 6 7 8 9 10 11 12

7. Silt Contents of Fine Sand/Coarse Sand


8/13

Sl. No. Date of

Testing

Item of work and

location

Vibrators used

Yes / No

Quantity of

water addedper bag of

cement

Litres

Height of

specimen afterremoval of

mould in (mm)

Slump (mm) Acceptibilit

y of resultor action

taken

Sign. Of Site

Engineerwith date

Sign. of

contractorwith date

Remarks

1 2 3 4 5 6 7 8 9 10 11

8. Slump Test


9/13

Sl. No. Date of

Collectio

n

Grade of

Mix

Mark of

Specimen

Required

specified

strength

Approx.

qty

represent

ed by

Specimen

Item of

work

from

where the

sample is

collected

Sign. Of

Site

Engineer

with date

Contractor

/

contractor'

s

representa

tive

Signature

with Name

& date

Date of

Testing

Load in

KN

Compre

ssive

strength

(KN /mm2 )

Average

compres

sive

strength(KN /

mm2 )

Date of

Testing

Load in

KN

Compre

ssive

strength

(KN /mm2 )

Average

compres

sive

strength(KN /

mm2 )

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

9. Cube Test

7 days Test Result 28 days Test Result


10/13

MDD as per l ab tes t W5..

Sl.No

Location(C.H.) /

Area

Represented

by the Test

CoreCutter

Nos.

Weight ofCore Cutter

+ Weight of

Soil (in

gram) (W1)

Weight ofEmpty

Core

cutter (in

gram)

(W2)

Weight ofWet Soil (in

gram) W=

W1-W2

Volume ofCore

Cutter (in

CC) V

BulkDensity

(gram/cc)

W3= W/V

MoistureContent of

compaction

layers (M)

DryDensity

gram/cc

W4 = W3/

(1+M)

Degree ofcompacti

on W4/W5

Acceptability limit

Sign. ofSite

Engineer

with date

Contractor /contractor's

representativ

e Signature

with Name &

date

1 2 3 4 5 6 7 8 9 10 11 12 13 14

10. Densi ty Test by Core Cutter Method


11/13

Lab Test Density in gms/CC ..

Sl.

No

Date of

Test

Qty.

represent

ed by thetest

Location

of holes

Weight o f

materials

removedfrom the

carpet

Hole

Initial

weight of

sandtaken in

Cylinder

Weight of

sand

filling incone of

cylinder

Weight o f

sand

remainingin

cylinder

Predetrmi

ned bulk

density ofsand

Density =

A.d.

W-(W1+W2)

Remarks /

Acceptabi

lity

Sign. Of

Site

Engineer

Contractor /

contractor's

representative Signature

with Name &

date

Action

Taken

Individual

(mm)

Average

(mm)

A

gm

W

gm

WI

gm

W2

gm

d

gm/CC

gm/CC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

Thickness of Layer

11. Test for Thickness and Density of the Compacted Layer (By Sand Replacement Method)

for Asphalt Concrete / Bitumen Macadam / CC Pavement


12/13

Unit Wt. o f Standard Sand in g rams/CC (W6)= .

Lab Test MDD in gms/CC (W10) = .

Sl. No Date of

Test

Qty.

represente

d by thetest

Location

of holes

Wt. of

Material

from thehole

Moisture

Content

%age

Initial weight

of sand

taken in theCylinder

before filling

in hole in

gms

Wt. of

sand after

filling inhole in

gms

Wt. of

sand in

hole &cone in

gms

Wt. of

sand in

cone ingms

Wt. of

sand in

hole ingms

Volume of

hole in

CC

Bulk

Density

ingms/CC

Dry

Density

ingms/CC

Degree of

compactio

n

Rem

Acc

lity

Individual Average (W) gms (Y) (W1) (W2)

(W3)= W1

W2 (W4)

W5 =

(W3-W4)

(W7)=

W5/W6

(W8)=W/

W7

(W9)=

W8/Y

W9/W10

x100

W9/W

x100

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

Thickness of L ayer

(mm)

12. Density Test Register for Soi l ---- By Sand Replacement Method


13/13

Sl.

No

Date of

collection of

sample

Date of

testing

Wt. (in

Kg)

No. of

Specimen

Size in

Cms/Area in

Cm2

Compressive

Strength

obtained fro

individual

bricks

in Kg. per

Cm2

Average

Strength in

Kg/Cm2

Specified

Compressive

Strength in

Kg/Cm2

Acceptabil it y Sign. Of Site

Engineer with

date

Contractor /

contractor's

representati

ve Signature

with Name

& date

Action

Taken /

Remark

1 2 3 4 5 6 7 8 9 10 11 12 13

13. Test of the Brick / Brick Tiles for Compressive Strength

Vigilance Corner List of Registers

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