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
8/13/2019 Vigilance Corner List of Registers
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
8/13/2019 Vigilance Corner List of Registers
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
8/13/2019 Vigilance Corner List of Registers
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
8/13/2019 Vigilance Corner List of Registers
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
8/13/2019 Vigilance Corner List of Registers
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
8/13/2019 Vigilance Corner List of Registers
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
8/13/2019 Vigilance Corner List of Registers
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
8/13/2019 Vigilance Corner List of Registers
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
8/13/2019 Vigilance Corner List of Registers
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
8/13/2019 Vigilance Corner List of Registers
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
8/13/2019 Vigilance Corner List of Registers
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
8/13/2019 Vigilance Corner List of Registers
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