Third Party Inspection Agency for Jal Jeevan Mission,
Quality Control, Technical Inspection and Evaluation of
Construction works in Haridwar District, Uttarakhand for
various Water Supply Schemes
MONTHLY PROGRESS REPORT
MONTH: June -2023 (5th)
Report No: TUV/ UK SWSM/DWSM /MPR/26/HARIDWAR
Report Date: 10/07/2023
Implementing Agency: -UJS, Haridwar.
S. No.
Name of Scheme
Cost
Block
1.
Padaratha urf Dhanpura
432.87Lacs.
Bahadrabad
2.
Anneiki hetanpur
430.13Lacs.
Bahadrabad
3.
Kota muradnagar
425.06 Lacs
Bahadrabad
4.
Sarai
396.78 Lacs.
Bahadrabad
5.
Nenhera anantpur
387.41 Lacs.
6.
Daulatpur bhudwa
384.35 Lacs.
7.
Nagla thaska
241.57 Lacs
8.
Dada patti
236.71 Lacs
Bhagwanpur
9.
Suthari nehandpur
221.31 Lacs
Laksar
10.
Mubarakpur alipur
207.14 Lacs
Laksar
11.
Khedli
197.50 Lacs
Bahadrabad
12.
Katarpur alipur
195.50 Lacs
Bahadrabad
13.
Jaspur Chamaria
193.81 lacs
Bahadrabad
14.
Shahpur sitlakhera
193.42 Lacs
Bahadrabad
15.
Hasnawala
187.52 Lacs
Bhagwanpur
16.
Aurangabad
180.09 Lacs
Bahadrabad
17.
Mubarikpur alipur
178.36 Lacs
18.
Sisona
175.82 lacs
19.
Ibrahimpur deh
177.96 Lacs
Bhagwanpur
Bhagwanpur
Page No.
20.
Beldi salhapur
177.48 Lacs
21.
Sajanpur peeli
153.53 Lacs
Bahadrabad
22.
Shyampur nauragabad
150.17 Lacs
Bahadrabad
23.
Sadhauli
24.
Peetpur
142.67 Lacs
Laksar
25.
Rohalki dayalpur
139.41 Lacs
Bhagwanpur
26.
Raipur darera
134.28 Lacs
Bahadrabad
27.
Subhashgarh
132.15 Lacs
Laksar
28.
Raheempur
130.74 Lacs
29.
Kanpur kasauli
116.71 Lacs
30.
Lawwa
105.80 Lacs
Bhagwanpur
31.
Gin mohmad
104.63 Lacs
Bhagwanpur
32.
Hasanpur madanpur
104.63 lacs
Bhagwanpur
33.
Bhurni khatirpur
104.3 Lacs
Laksar
34.
Alipur ebrahimpur
60.71 Lacs
35.
Tanda bhanera
39.02 Lacs
36.
Bahadarpur jatt
29.03 Lacs
Bahadrabad
I. Scheme: Padartha Urf Dhanpura Water supply Scheme. Block- Laksar.
General information
Name of scheme/sub scheme
Name of DIA
Sanctioned cost(InRs.)
Contract bond cost(in Rs.)
Date of Start
Date of completion
Physical progress ( in%)
Financial progress (in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
NOTE:Work is stopped due to land dispute.
Padartha Urf Dhanpura Pumping water supply
scheme. (134 EE/JJM/2022-23)
MD UJS
432.87Lacs.
408.82 Lacs.
01-07-2022
30-06-2023
40%
34%
Sh. Parvej
Sh. Pervez
Pumping.
1st visit@ June-23
No
Running.
-
Physical Progress
S.No.
Item
1
OHT
2
Pipeline work
3
FHTC
Proposed
Quantity as per
contract
bond
Total
quantity
Executed till
date
Executed
This month
02
01
0
26973
2118
Remarks
Work is
stopped
Work is
stopped
Work is
stopped
Scope of work /Description of works
S. No
Item Details
ZONE-I
Unit
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
As per
actual
(MB)
Qty.
Comment
regarding
quality of work
Construction of
Boundary wall
Rmt.
MS Gate
Excavation in soil
mixed with shingle
boulders etc.
MSERW pipe
100 mm
D.I. Sluice/ Gate Valve
80 mm dia
Following size of
CI/DI DF sluice valves
No.
Cum.
A
1
2
3
4
50
01
30
No
02
50 mm
No
01
B
65 mm
No
01
7
Chamber
No
04
8
OHT 50kl, 18m
staging
Dismantling of CC
pavement
6
9
10 Excavation in pipe line
Not
provided
by DIA
16.20
Mtr.
5
Per Kl
Cum
Cum
11 Construction of Unreinforced, CC
Cum
pavement
12 Providing and laying of
HDPE pipes
A 63 mm
Mtr.
13
Not
provided
by DIA
Not
provided
by DIA
293.97
Not
provided
by DIA
5291.46
293.97
5037
B
75 mm
Mtr.
725
C
90 mm
Mtr.
401
D
110 mm
Mtr.
2533
E
140 mm
Mtr.
746
F
140 mm
Mtr
234
G
140 mm
Mtr
123
House hold connection
No.
1018
ZONE-I
Construction of
Boundary wall
Rmt.
Not
provided
by DIA
40
Not
provided
by DIA
MS Gate
No.
Excavation in soil
mixed with shingle
boulders etc.
Cum.
MSERW pipe
100 mm
D.I. Sluice/ Gate Valve
150 mm dia
Following size of
CI/DI DF sluice valves
01
16.20
Mtr.
Not
provided
by DIA
30
No
02
50 mm
No
3
65 mm
No
3
Chamber
No
08
Per Kl
01
OHT 325kl, 18m
staging
Dismantling of CC
pavement
Excavation in pipe line
Cum
515.22
Cum
9273.96
Construction of Unreinforced, CC
Cum
pavement
Providing and laying of
HDPE pipes
515.22
63 mm
Mtr.
11150
75 mm
Mtr.
2085
90 mm
Mtr.
1070
110 mm
Mtr.
714
140 mm
Mtr.
861
140 mm
Mtr
878
140 mm
Mtr
416
House hold connection
No.
1100
Physical Measurement checking status as per scope:
Not
provided
by DIA
S.
No
.
1
2.
Item
Unit
OHT
Pipeline work
No.
Mtr.
FHTC
No.
As per
tender/co
ntract
bond
Qty.
02
As per
actual (MB)
%age
complet
ed
Qty.
Qty.
40%
Remarks about quality
26973
2118
Compliance for last observations reported
S.
No
1.
Item
NIL
Observations last reported
NIL
Compliance reported
NIL
Material testing status (Lab test/MTC)
S. No.
Name of Material
Make as
(as per scope of work)
Per
Report
Remarks (whether tests are
Availabili
Conducted as per respective IS code
ty
approved
Status
Provision so not)
QAP)
(yes/No)
No
Tests to be conducted as per IS 10262:2009
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.
No
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
No
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
No
Not provided by DIA.
1.
Design mix report
2.
GI pipe (dia. wise)
3.
HDPE Pipe
4.
MSERW Pipe
5.
DI pipe
No
6.
Cement
No
7.
Steel
No
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
8.
Aggregate/ Sand
No
9.
Bricks
No
10.
CC Cube
No
11.
Water test report
No
conducted as per specifications. Not
provided by DIA.
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications. Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
Availability of Register on site:
Material register
Site order book
: Not provided by DIA.
: Not provided by DIA.
Test register/Report: Not Provided by DIA.
Concrete Register
: Not provided by DIA.
Conclusion and Suggestions:











Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come
to site for inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public
conveyance locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used
then it is to be approved from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with
the Mixer Machine is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and
deformed MS Sheets shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.












Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work
specification. Excavated soil near the edges of the trench should be 300 mm away from
the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per
specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly
maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
Seapage observed in
bottom of tank.
Primer not applied on MS
gate.
Status of OHT at VillGhossipura
V. Scheme: Anneiki Hetampur Water supply Scheme. Block- Bhadrabad.
General information
Name of scheme/subsch0eme
Sanctioned cost (In Rs.)
Contract bond cost (in Rs.)
Date of Start
Date of completion
Physical progress (in%)
Financial progress (in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Anneiki Hetampur Pumping water supply
scheme. (161/E.E/JJM/2022-23)
430.13 Lacs.
371.86 Lacs.
29-08-2022
31-03-2023
15 %
8%
Sh. Vishal Yadav
Sh. Akhilesh Semwal
Pumping.
1stvisit@ March23
NA.
Running.
-
Note:Work is stopped for few months.
Physical Progress
S.No
Item
1.
OHT
Proposed
Quantity as per
contract
bond
Total quantity
Executed
till date
Executed
this month
I.
Zone-1
1.00
5%
5%
II.
Zone-2
1.00
5%
5%
Zone-1
16530m
-
2500m
Zone-2
7523m
-
1500m
Zone-1
1117.00
-
-
Zone-2
491.00
-
-
2.
3.
Remarks
RCC over
Head Tank,
300kl, 18m
Staging.
RCC over
Head Tank,
150kl, 18m
Staging.
Pipeline work
Work in
progress.
Work in
progress.
FHTC
Scope of work /Description of works
Work in
progress.
Work in
progress.
S. No
1
I.
II.
III.
IV.
V
VI.
VII.
2.
3.
4.
Item Details
Providing and
laying of pipes
63 mm
75 mm
90mm
110mm
140mm
160 mm
180 mm
Excavation of
pipe line
Valves
50&65 mm
House hold
connection
Unit
Mtr.
Mtr.
Mtr
Mtr
Mtr
Mtr
Mtr
Cubic.
M
As per
DPR
proposal
Qty.
Not
provided by
DIA
As per
contract bond
Qty.
8975.00
2745.00
1601.00
944.00
455.00
1160.00
650.00
8926.20
Nos
2.00
Nos
1117.00
As per
actual (MB)
Qty.
Comment
regarding
quality of work
Work in
progress.
Not
provided by
DIA
Work in
progress.
Work in
progress.
Work in
progress.
5.
Road cutting
Cum
843.03
6.
Roadreinstatement
Cum.
843.03
No.
1.00
Work not starts.
No.
2.00
Work not started.
7.
9.
Electrification of
pump house
D.I. Sluice/ Gate
valve
150 mm
Not
provided by
DIA
Not
provided by
DIA
10.
RCC over Head
Tank,
300kl, 18m
Staging.
Per Kl.
300.00
11.
12.
Chamber
M.S. Gate
No.
No.
4.00
1.00
Mtr.
Mtr.
Mtr
Mtr
Mtr
4485.00
1450.00
1100.00
320.00
168.00
OHT work done
upto Raft
foundation &
found as per
drawing &
specification.
Work not started
Work not started
Zone – 2nd
13.
I.
II.
III.
IV.
V.
14.
15.
16.
17.
Providing and
laying of pipes
63 mm
75 mm
90 mm
110 mm
140 mm
Valves
50&65 mm
Excavation of
pipe line
House hold
connection
Earth work in by
mechanical
means/ manual
means
Not
provided by
DIA
Nos
Cubic.
M
Nos
Cum.
Not
provided by
DIA
Work in
progress.
2.00
4062.42
Not
provided by
DIA
491.00
20.56
Not
provided by
DIA
Work in
progress.
Work in
progress.
Work in
progress.
As per
DPR
proposal
Qty.
As per
contract bond
Qty.
As per
actual (MB)
Qty.
Comment
regarding
quality of work
S. No
Item Details
Unit
18.
19.
Brick work
CC Flooring
Construction of
boundary wall
Excavation in soil
mixed with
shingle boulders
etc.
MS ERW pipe
100 mm (5.6
thick)
Cum.
Sqm.
13.70
41.00
Work not started
Work not started
Rm.
22.18
Work not started
Cum.
24.30
Work in
progress.
Mtr.
45.00
Work in
progress.
Road cutting
Cum
383.67
Cum.
383.67
20.
21.
22.
23.
24.
25.
26.
27.
1.
31.
32.
33.
34.
35.
37.
38.
39.
40.
41.
42.
Road rein
statement
Electrification of
pump house
D.I. Sluice/ Gate
valve
100 mm
RCC over Head
Tank,
150kl, 18m
Staging.
Drilling of
borehole
600 mm
Pea Gravel
Development of
TW by 250
PSI/900 CFM Air
compressor
Development of
TW by suitable
size of OP unit
Geological survey
at site
Submersible cable
1x3x16 sq.mm
C class MS
column pipe
MSDI clamp set
150 mm
Installation of
pumping plants
and accessories.
G.I. Earth plate
Chamber
MS Gate
No.
Work in
progress.
Work in
progress.
1.00
Work not started.
2.00
Work not started.
Per Kl.
150.00
OHT work done
up to Raft
foundation &
found as per
drawing &
specification.
Per
Mtr.
150.00
Work in
progress.
No.
Cum.
Hrs.
Not
provided by
DIA
80.00
80.00
Hrs.
80.00
Job.
1.00
Per
Mtr.
Per
Mtr.
Not
provided by
DIA
Work not started.
Work not started
Work not started
100.00
Work not started
42.00
Work not started
Set.
2.00
Work not started
Job
1.00
Work not started
Job
No.
No.
1.00
2.00
1.00
Work not started
Work not started
Work not started
Physical Measurement checking status as per scope:
Unit
Item
As per
tender/co
ntract
bond
Qty.
As per
actual (MB)
%age
complet
ed
Qty.
Qty.
1
OHT
No.
2.00
-
5%
2.
HDPE Pipeline
Mtr.
24053m
-
5%
Remarks about quality
OHT work done upto Raft
foundation & found as per
drawing & specification.
OHT work done upto Raft
foundation & found as per
drawing & specification.
Compliance for last observations reported
S.
No
1.
2.
Item
OHT
OHT
Observations last
reported
The back filling of soil has
not been done according to
the layer.
The back filling of soil has
not been done according to
the layer. Garbage has
been used in back filling
the soil.
Compliance reported
Compliance not done
Compliance not done
Material testing status (Lab test/MTC)
S.
No
Name of Material
(as per scope of
work)
Make(as
Report
Per
availability
Approved
QAP)
Status
(yes/No)
1.
Design mix report
M-25 &
M-30
2.
GI pipe (dia. wise)
NA
No
3.
HDPE Pipe
NA
No
4.
MSERW Pipe
NA
No
Yes
Remarks (whether tests are
Conducted as per respective IS
code
Provisions or not)
Tests to be conducted as per IS
10262:2009 and IS 456: 2000 &
Frequency of tests to be conducted as
per specifications.
Tests to be conducted as per IS 1239
(Part I):2004 & IS: 10748:2004 with
Amnd-5, Grade 2Test Reports not
Submitted
Tests conducted as per IS Code IS
4984 (1995) & Frequency of tests to be
conducted as per specifications. Test
Reports Submitted
Test Reports Submitted
DI pipe
NA
No
6.
Cement
OPC
43Grade
MP Birla
Yes
7.
Steel
Sail
NA
8.
Aggregate/ Sand
Yes
No
9.
Bricks
NA
No
10.
CC Cube
NA
NA
11.
Water test report
NA
NA
12.
NDT test (if any)
NA
NA
5.
Tests conducted as per IS Code IS
8329 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.Test
Reports not Submitted
Tests conducted as per IS Code
1077:1992 & Frequency of tests to be
conducted as per specifications.Test
Reports Submitted
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as
per IS 456:2000NA
Test report not provided by DIA and
tests to be conducted as per IS
10500:2012
NA
Availability of Register on site:
Material register
Site order book
:Not provided by DIA.
:Not provided by DIA.
Test register/Report :Provided by DIA
Concrete Register
:Not provided by DIA.
Conclusion and Suggestions:









Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets














shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
Work is stopped.
M-30 Design mix. Test
report by Indian Testing
Laboratory.
M-25 Design mix. Test
report by Indian Testing
Laboratory.
Cement OPC 43 MP
Birla Grade test report
from Indian Testing
Laboratory.
III.
Scheme: Kota Muradnagar water Supply scheme. Block- Bhadarabad.
General information
Kota Muradnagar water supply arrangement and
Appurtenant work(78/S.E./JJM/2021-22)
425.06 Lacs
Sanctioned cost (InRs.)
400.00Lacs
Contract bond cost ( in Rs.)
Not provided by DIA
Date of Start
13-04-2023
Date of completion
75%
Physical progress(in%)
43.16
Financial progress(in%)
Sh. Vivek Ravi
Name of EE/AE/JE with Contact No.
Sh. Akhilesh Semwal
Name of TPI Engineer /mobile no.
Pumping
Type of scheme
No
Last reported
Yes
ATR provided till date.
Current status of work(Running/completed) Running.
Any other detail
Name of scheme/ sub scheme
Physical Progress
S.No
Item
ProposedQ Totalquanti
uantity
tyExecutedt
aspercontr illdate
act
bond
Executed
thismonth
Remarks
HDPE Pipeline
1.
I.
Zone -1
9972m
II.
Zone -2
1327m
III.
Zone -3
1902m
2.
OHT
03 Nos
3.
Pump House
01 No.
Not provided
by DIA
02
Not provided by
DIA
Work in progress
Work in progress
02
01 No.
Work in progress
01 No.
Scope of work /Description of works
S. No
1
Item Details
Zone-1
Providing and
laying of HDPE
pipes
Unit
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
As per
actual
(MB)
Qty.
Not
provided
by DIA
Comment
regarding
quality of work
S. No
I.
II.
III.
IV.
V.
VI.
2
I.
II.
III.
IV.
V.
3.
4
5
6
7
8
Item Details
Unit
63 mm
75 mm
90 mm
110 mm
140 mm
160 mm
Sluice / Gate
Valves
65 mm
80 mm
100 mm
125 mm
150 mm
Drilling of
borehole
600 mm
MSERW fin cut
plain pipe 300 mm
MSERW fin cut
slotted pipe 300
mm
Pea Gravel
CFM Air
compressor
Mtr.
Mtr.
Mtr.
Mtr.
Mtr.
Mtr.
5134.00
1464.00
1391.00
821.00
631.00
531.00
Nos
Nos.
Nos
Nos.
Nos.
Per
Mtr.
1.00
1.00
3.00
2.00
2.00
Geological survey
Supply of
submersible
1x3x16 sq.mm
10 Supply of
aluminium
armored cable 35
sq.mm 3.5 core
11 MSDI housing
clamp & girder set
300 mm
12 C class MS
column pipe
13 MSDI clamp set
80mm
14 G.I Earth plate
15. Earth work in
excavation by
mechanical means
/ manual means
16
Brick work
As per
DPR
proposal
Qty.
Not
provided
by DIA
As per
contract
bond Qty.
As per
actual
(MB)
Qty.
Comment
regarding
quality of work
Work in
progress
Work in
progress
130.00
Per m
110.00
Per m
40.00
Cum
80.00
Hrs
80.00
Job
1.00
Work in
progress
9
Per m
100.00
Per m
40.00
Set
1.00
Per m
42.00
Set
Job
Cum
Cum
2.00
Not
provided
by DIA
1.00
20.56
13.70
Work not
started.
41.00
Work not
started.
17
CC flooring
Sqm
S. No
Item Details
18
Unit
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
Electrification of
pump house
No
Construction of
Boundary wall
Rm
50.00
MS gate
No
1.00
As per
actual
(MB)
Qty.
1.00 Not
provided
by DIA
19
20
21
22
23
24
25
26
27
28
I.
II.
III.
IV.
29
I.
II.
30
31
32
33
34
35
Excavation in soil
mixed with
boulders.
MSERW pipe
150 mm
Chamber
RCC over Head
Tank, 300 KL
OHT staging 18
mtr.
Excavation in pipe
line
Dismantling of CC
Pavement
Cement concrete
Road
Zone-2
Providing and
laying of HDPE
pipes
63 mm
75 mm
90 mm
110 mm
Sluice / Gate
Valves
80 mm
100 mm
Drilling of
borehole
600 mm
MSERW fin cut
plain pipe 200 mm
MSERW fin cut
slotted pipe 200
mm
Pea Gravel
CFM Air
compressor
Supply of
submersible
Cum
16.20
Mtr
30.00
No
2.00
Per Kl
300.00
Cum
5083.20
Cum
508.32
Cub
508.32
Mtr.
Mtr.
Mtr.
Mtr.
Nos.
Nos
Per
Mtr.
Per m
782.00
347.00
160.00
38.00
Not
provided
by DIA
2.00
2.00
150.00
Not
110.00 provided
by DIA
Per m
40.00
Cum
50.00
Hrs
40.00
Per m
50.00
Comment
regarding
quality of work
Work not
started.
Work not
started.
Work not
started.
Work in
progress
Work in
progress
Work in
progress
S. No
Item Details
36
37
38
39
1x3x16 sq.mm
Supply of
aluminum armo
red cable 35
sq.mm 3.5 core
C class MS
column pipe
MSDI clamp set
80mm
Earth work in
excavation by
mechanical means
/ manual means
Unit
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
Per m
15.00
Per m
42.00
Set
As per
actual
(MB)
Qty.
2.00
Cum
20.56
Brick work
Cum
13.70
Work in
progress
Work not
started.
CC flooring
Sqm
41.00
Work not
started.
Construction of
Boundary wall
Rm
45.00
Work not
started.
40
41
42
43
44
MS gate
Excavation in soil
mixed with
boulders.
No
Cum
1.00
Not
provided
by DIA
Not
13.50 provided
by DIA
45
Chamber
46
47
48
49
50
51
I.
II.
III.
IV.
V.
52
Comment
regarding
quality of work
RCC over Head
Tank, 100 KL
OHT staging 18
mtr.
Excavation in pipe
line
Dismantling of CC
Pavement
Cement concrete
Road
House connection
Zone-3
Providing and
laying of HDPE
pipes
63 mm
75 mm
90 mm
110 mm
140 mm
Sluice / Gate
No
2.00
Per Kl
100.00
Cum
597.15
Cum
53.08
Cub
53.08
No
Mtr.
Mtr.
Mtr.
Mtr.
Mtr.
Work not
started.
Work in
progress
Work in
progress
150.00
Not
provided
by DIA
Not
1033.00 provided
428.00 by DIA
155.00
200.00
86.00
Not
Work in
progress
Work in
progress
S. No
Item Details
Unit
Valves
I. 80 mm
Nos.
II. 100 mm
Nos
III. 100 mm
Nos
53
54
55
56
57
58
59
60
61
62
As per
DPR
proposal
Qty.
provided
by DIA
As per
contract
bond Qty.
2.00
2.00
2.00
Drilling of
borehole
600 mm
MSERW fin cut
plain pipe 200 mm
MSERW fin cut
slotted pipe 200
mm
Pea Gravel
CFM Air
compressor
Supply of
submersible
1x3x16 sq.mm
Supply of
aluminum armored
cable 35 sq.mm
3.5 core
C class MS
column pipe
MSDI clamp set
80mm
G.I. Earth plate
Earth work in
excavation by
mechanical means
/ manual means
Per
Mtr.
150.00
Per m
110.00
Per m
40.00
Cum
50.00
Hrs
Per m
40.00 Not
provided
by DIA
50.00
Per m
15.00
Per m
42.00
Work in
progress
Work in
progress
Work in
progress
2.00
Job
1.00
Cum
20.56
Brick work
Cum
13.7
Work not
started.
CC flooring
Sqm
41.00
Work not
started.
Construction of
Boundary wall
Rm
75.00
Work not
started.
MS gate
No
1.00
Work not
started.
1.00
Work not
started.
64
66
67
68
Comment
regarding
quality of work
Set
63
65
As per
actual
(MB)
Qty.
Pump House
No.
Chamber
No
Not
provided
by DIA
2.00
Work not
started.
S. No
Item Details
69
70
71
72
73
Unit
RCC over Head
Tank, 100 KL
OHT staging 18
mtr.
Excavation in pipe
line
Dismantling of CC
Pavement
Cement concrete
Road
House connection
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
Per Kl
100.00
Cum
855.90
Cum
76.08
Cub
As per
actual
(MB)
Qty.
Not
provided
by DIA
Work in
progress
Work in
progress
Work in
progress
Work in
progress
Work in
progress
76.08
No
Comment
regarding
quality of work
147.00
Physical Measurement checking status as per scope:
S.
No
Item
Unit
1
OHT work 250 KL. 18
m STAGING.
HDPE pipeline
2.
As per
actual (MB)
%age
completed
Qty.
No.
As per
tender/co
ntract
bond
Qty.
03
-
Qty.
70%
Mtr.
17306
-
30%
Remarks about quality
Work in progress
Compliance for last observations reported
S.
No
Item
No
1.
Observations last reported
No
Compliance reported
No
Material testing status (Lab test/MTC)
Sl. No
2.
Name of
Make
Report
Remarks (whether tests are
Materials (as per (As per
availability
conducted as per respective IS code
scope of work) approved
status
provisions or not)
QAP)
(yes/No)
Yes
Tests to be conducted as per IS
Design mix report NA
(M-25 & M-30)
10262:2009 and IS 456: 2000 &
Frequency of tests to be conducted as per
specifications
Sl. No
5.
Name of
Make
Report
Remarks (whether tests are
Materials (as per (As per
availability
conducted as per respective IS code
scope of work) approved
status
provisions or not)
QAP)
(yes/No)
No
Tests to be conducted as per IS 1239 (Part
GI pipe (dia
.wise)
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
No
Tests conducted as per IS Code IS 4984
HDPE Pipe
(1995) & Frequency of tests to be
conducted as per specifications.Not
provided by DIA.
No
Not provided by DIA.
MSERW Pipe
6.
DI pipe
NA
NA
7.
Cement OPC 43 CCI
Grade
No
8.
Steel
8mm
10mm
12mm
16mm
20mm
Aggregate
10 mm
20mm
3.
4.
9.
Sail
Yes
NA
Yes
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
NA
No
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as
per specifications. Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per
IS 456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012NA
Not provided by DIA.
10.
Bricks
11.
CC Cube M-25
Yes
12.
Water test report
No
13.
Development of
B/W by O.P. unit
& compressor
unit
NDT test(if any)
No
14.
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.Not provided by DIA.
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.
NA
Availability of Registeron site:
Material register
:Not maintained at site
Site order book
:Not available at site.
Test register
: Not maintained at site
Concreting Register : Not maintained at site
Conclusion and Suggestions:























Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets
shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
Railing observed damaged.
I. Scheme: Sarai Water supply Scheme. Block-Bahadrabad .
General information
Name of DIA
Sanctioned cost (In Rs.)
Contract bond cost (in Rs.)
Date of Start
Date of completion
Physical progress (in%)
Financial progress (in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
Sarai Pumping water supply scheme. (156
EE/JJM/2022-23)
MD UJS
396.78Lacs.
330.45 Lacs.
18-08-2022
31-03-2023
50%
15%
Sh. Parshant kothari
Sh. Pervez
Pumping.
2nd visit@June-23
ATR provided till date.
Current status of work(Running/completed)
Any other detail
No
Running.
-
Name of scheme/sub scheme
Physical Progress
S.No.
Item
1.
Pipeline work
2.
FHTC
Proposed
Quantity as per
contract
bond
23905
1771
Total
quantity
Executed till
date
Executed
This month
19000
3000
1400
200
Remarks
Work in
progress
Work in
progress
Scope of work /Description of works
S. No
Item Details
Unit
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
As per
actual
(MB)
Qty.
ZONE-I
1
2
3
4
5
6
7
Construction of
Boundary wall
Rmt.
MS Gate
Excavation in soil
mixed with shingle
boulders etc.
MSERW pipe
150 mm
D.I. Sluice/ Gate Valve
150 mm dia
Following Size of
CI/DI DF sluice valves
No.
Cum.
50 mm
Not
provided
by DIA
Not
provided
by DIA
13.12
Mtr.
No
24.3
Not
provided
by DIA
02
02
Comment
regarding
quality of work
8
65 mm
02
9
80 mm
02
10 100 mm
11
Chamber
12 OHT 75kl, 18m
staging
13 Dismantling of CC
pavement
14 Excavation in pipe line
02
Not
provided
by DIA
10
No
Per Kl
Cum
904.76
Cum
7867.5
15 Construction of Unreinforced, CC
Cum
pavement
16 Providing and laying of
HDPE pipes
A 63 mm
Mtr.
904.76
6776
B
75 mm
Mtr.
3089
C
90 mm
Mtr.
2452
D
110 mm
Mtr.
1458
E
140 mm
Mtr.
1409
F
160 mm
Mtr.
346
G
180 mm
Mtr.
198
13
House hold connection
No.
1180
ZONE-II
Construction of
Boundary wall
Rmt.
2
MS Gate
No.
3
Excavation in soil
mixed with shingle
boulders etc.
Cum.
1
5
6
D.I. Sluice/ Gate Valve
100 mm dia
Following Size of
CI/DI DF sluice valves
Not
provided
by DIA
20.41
4
MSERW pipe
150 mm
Not
provided
by DIA
Mtr.
Not
provided
by DIA
37.8
No
02
7
50 mm
No
02
8
65 mm
No
02
Not
provided
by DIA
No
02
10 100 mm
No
02
11 Chamber
No
10
9
80 mm
12 OHT 75kl, 18m
staging
13 Dismantling of CC
pavement
14 Excavation in pipe line
Per Kl
Cum
465
Cum
4043.5
15 Construction of Unreinforced, CC
Cum
pavement
16 Providing and laying of
HDPE pipes
A 63 mm
Mtr.
4480
465
B
75 mm
Mtr.
992
C
90 mm
Mtr.
1484
D
110 mm
Mtr.
524
E
140 mm
Mtr.
549
F
160 mm
Mtr.
148
13
House hold connection
No.
591
Physical Measurement checking status as per scope:
S.
No
.
Item
Unit
As per
tender/co
ntract
bond
Qty.
1.
Pipeline work
Mtr.
23905
2.
FHTC
Nos
1771
As per
actual (MB)
%age
complet
ed
Qty.
Qty.
70%
Remarks about quality
65%
Compliance for last observations reported
S.
No
1.
Item
NIL
Observations last reported
NIL
Compliance reported
NIL
Material testing status (Lab test/MTC)
S. No.
Name of Material
Make as
(as per scope of work)
Per
Report
Availabili
Remarks (whether tests are
Conducted as per respective IS code
ty
approved
Status
Provision so not)
QAP)
(yes/No)
No
Tests to be conducted as per IS 10262:2009
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.
Apollo
No
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
Tirupati
No
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
No
Not provided by DIA.
12.
Design mix report
13.
GI pipe (dia. wise)
14.
HDPE Pipe
15.
MSERW Pipe
16.
DI pipe
No
17.
Cement
No
18.
Steel
No
19.
Aggregate/ Sand
No
20.
Bricks
No
21.
CC Cube
No
22.
Water test report
No
Availability of Register on site:
Material register
Site order book
: Not provided by DIA.
: Not provided by DIA.
Test register/Report: Not Provided by DIA.
Concrete Register
: Not provided by DIA.
Conclusion and Suggestions:
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications. Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.























Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets
shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
Work in progress.
I.
Scheme:NanheraAnantpurPumping water Supply
scheme, Block-Roorkee.
Generalinformation
NanheraAnantpurPumpingwater supply
scheme.
387.41 Lacs.
Sanctionedcost (InRs.)
NotprovidedbyDIA.
Contractbondcost (inRs.)
NotprovidedbyDIA.
DateofStart
NotprovidedbyDIA.
Dateofcompletion
80 %
Physical progress(in%)
30%
Financialprogress(in%)
Sh.HimanshuTyagi (A.A.E.)
NameofEE/AE/JEwith ContactNo.
Sh.HimanshuKaushik.
Nameof TPIEngineer/mobileno.
Pumpingwater supplyscheme.
Typeofscheme
3rdVisit Report.
Lastreported
Nil.
ATRprovidedtilldate.
currentstatusofwork(Running/completed Running.
)
Nameofscheme/subscheme
-
Anyotherdetail
PhysicalProgress
S.N
o
1
Proposed Totalquant
Quantity
ityExecute
aspercont d tilldate
ractbond
Item
OHT350KL, 18
mstaging.
01No.
-
Execute
dthismo
nth
Remarks
Work is
inprogress
up to vertical
wall of OHT.
Staircase work
not started yet.
Cubes found at
site for raft
foundation.
Testing not
done for raft
foundation
cubes .Cubes
of vertical wall
were also not
submerged in
water which is
not as per
specifications.
As a result ,
NDT TEST is
recommended
for the
structure.
Scopeofwork/Descriptionofworks
S.No
ItemDetails
Unit
1. Providingand
layingof pipes
63mm
Mtr.
2.
75mm
Mtr.
90 mm
Mtr.
110 mm
Mtr.
Excavationof Cum
pipeline
Asper
DPR
propos
alQty.
Asper
contract
bondQt
y.
Not
provided
Notpro
vided
Not
provided
Not
provided
Not
provided
Notpro
vided
Not
provided
Not
provided
Asper
actual
(MB)Qty.
Comment
regarding
qualityof work
Workin
progress..
3. Valves
80mm
Nos.
100mm
Nos.
4. Airvalve
25mmdia
5. OHT350KL,
18mstaging.
Nos.
6.
Nos.
7.
8.
9.
House
holdconn
ection
Roadcutting
No.
cum
Road
Cum
reinstatement
Constructiono
Each
f
pumphouse
10. Risingmain
Mtr
11. Boundarywall Nos
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Notpro
vided
Notpro
vided
Notpro
vided
Notpro
vided
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Notpro
vided
Notpro
vided
Staircase work
not started yet.
Cubes found at
site for raft
foundation.
Testing not done
for raft
foundation cubes
.Cubes of vertical
wall were also
not submerged in
water which is
not as per
specifications.
As a result ,
NDT TEST
is
recommend
ed for the
structure
Worknotstarted.
Workin progress
up to excavation
work.
Procurement
pending.
Worknot started.
PhysicalMeasurementcheckingstatusasperscope:
S.
No
1.
Item
OHT350KL,18
metrestaging
Unit
No.
As
pertend
er/contr
actbond
Qty.
01
As
perac
tual(
MB)
Qty.
Notprov
ided
%ageco
mpleted
Remarksabo
utquality
Qty.
5%
Qualityofworkisasp
erspecifications.
Complianceforlastobservationsreported
S.
No
1.
Item
NIL
Observationslastreported
NIL
Compliancereported
NIL
Materialtesting status(Labtest /MTC)
S.
Make:
Nameof Material
Reportav
ailability
AsPerper
approved
QAP
no
Remarks(whether testsare
conducted
asperrespectiveIScode)
1.
Designmix report Yes
Yes
2.
GIpipe (dia.wise) NA
NA
3.
HDPEPipe
JOSEXIM No
4.
DIpipe
NA
5.
Cement
JK Super Yes
6.
Steel
TATA
Yes
7.
Aggregate
Yes
Yes
8.
Bricks
Yes
Yes
9.
CC Cube
Yes
No
10.
Watertestreport Yes
No
NA
Tests to be conducted as per
IS10262:2009andIS456:200
0&
Frequencyofteststobeconducteda
sperspecifications.
TeststobeconductedasperIS1239
(Part I):2004&IS:10748:2004with
Amnd-5,Grade2
TestsconductedasperISCodeIS498
4(1995) &Frequencyof tests to be
conductedasperspecifications.
TestsconductedasperISCode IS8329
&Frequencyofteststobeconductedas
perspecifications.
TestsconductedasperISCodeIS
8182:2013 & Frequency of tests
to beconductedas per
specifications.
TestsconductedasperISCodeIS
1786:2008 & Frequency of tests
to beconductedas per
specifications.
TestsconductedasperISCodeIS
383:2016&Frequencyofteststobe
conductedas per specifications.
TestsconductedasperISCode
1077:1992 & Frequency of tests
to beconductedas per
specifications.
As per IS Code IS 10086:1982
&Frequencyofteststobeconducted
as
perIS456:2000.
TestreportnotprovidedbyDIAandt
eststo beconducted asperIS
10500:2012
11.
NDTtest(ifany)
NA
NA
NA
Availabilityof Registeronsite:
Material register
:Not provided by
DIA.Siteorderbook :Not
provided
by
DIA.Testregister
provided
by
:Not
DIA.ConcretingRegister:Not
providedbyDIA,
ConclusionandSuggestions:
-
Batch Report no. to be provided in the HDPE Pipe Available at site as per
Test reportssubmitted .
NDT test is recommended for the structure as post testing date cubes found
at site.
Staircase work not started till date.
No safety taken at site.
Bamboo scaffolding used at site .
JOSEXIM HDPE Pipe used at site and in test report provided ,make of
pipe is JOSS polymers.
Backfilling should be done in layers and proper compaction should be done in
mechanicalmeans.
Note: All concrete mixers to be attached with Weigh Batcher machine and
volumetricconcretearenot acceptable.
PhotographsofInspection
Comment
s
Site visit at OHT. OHT work
done upto vertical wall.
JK Super OPC 434 Grade cement used at
site.
1.Backfilling work not started till date.
Staircase work is in progress
without any safety precautions.
Coarse sand aggregate stock at
site.
JOSE XIM” make HDPE pipes found
at site.
Test report provided by DIA,
Make of pipe in test report is JOSS
POLYMERS.
63mm HDPE pipes
75mm HDPE pipes
90mm HDPE pipes
7dayscubetestreportfromexternallabfor
OHTraft foundation.
7dayscubetestreportfromexternallabfor
OHT1st lift columns.
8mmsteeltestreportfromexternal lab.
10mmsteeltestreportfromexternal lab.
12mmsteeltestreportfromexternal lab.
16mmsteeltestreportfromexternal lab.
20mmsteeltestreportfromexternal lab.
Bricktestreportfromexternallab.
Fineaggregatetestreport fromexternallab.
Cementtestreportfrom externallab.
10mmcoarseaggregatetestreportfro
mexternallab.
20mmcoarseaggregatetestreportfro
mexternallab.
M-25designmix.
M-30designmix.
I. Scheme:Daulatpur Bhudhwa Water supply Scheme. Block-Bahadrabad .
General information
Name of scheme/sub scheme
Name of DIA
Sanctioned cost (In Rs.)
Contract bond cost ( in Rs.)
Date of Start
Date of completion
Physical progress (in%)
Financial progress (in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Daulatpur Bhudhwa Pumping water supply
scheme. (155 EE/JJM/2022-23)
MD UJS
384.35Lacs.
345.22 Lacs.
18-08-2022
31-03-2023
25%
13.5%
Sh. Vivek Ravi
Sh. Pervez
Pumping.
2nd visit @June-23
NA.
Running.
-
Physical Progress
S.No.
Item
1.
Pipeline work
2.
FHTC
3.
OHT
4.
Pump House
Proposed
Quantity as per
contract
bond
15397
1182
02
02
Total
quantity
Executed till
date
Executed
This month
0
-
0
-
01
01
0
0
Remarks
Work not
started
Work not
started
Work in
progress
Work not
started
Scope of work /Description of works
S. No
Item Details
Unit
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
As per
actual
(MB)
Qty.
ZONE-I
1
Following Size of
CI/DI DF sluice valves
A
50 mm
No
B
65 mm
No
C
125 mm
No
D
150 mm
No
01
2
Chamber
No
08
01
Not
provided
by DIA
04
01
Not
provided
by DIA
Comment
regarding
quality of work
3
Dismantling of CC
pavement
Cum
337.76
4
Excavation in pipe line
Cum
2649.12
5
Construction of Unreinforced, CC
pavement
Providing and laying
of HDPE pipes
Cum
337.76
6
A
63mm
Mtr.
2460
B
75mm
Mtr.
149
C
90 mm
Mtr.
218
D
110mm
Mtr.
128
E
140mm
Mtr.
2085
F
160mm
Mtr.
479
7
125KL OHT Staging
18m
No.
8
House hold connection
No.
321
Pump House
No.
01
9
01
ZONE-2
1
Following Size of
CI/DI DF sluice valves
A
50 mm
No
07
B
65 mm
No
04
C
80 mm
No
01
D
100 mm
No
03
E
125 mm
No
01
F
150 mm
No
01
2
Chamber
No
16
3
Dismantling of CC
pavement
Cum
604.53
4
Excavation in pipe line
Cum
4741.44
5
Construction of Unreinforced, CC
pavement
Providing and laying
of HDPE pipes
Cum
604.53
6
A
63mm
Mtr.
6113
B
75mm
Mtr.
925
C
90 mm
Mtr.
743
D
110mm
Mtr.
1022
E
160mm
Mtr.
1075
7
75KL OHT Staging
18m
No.
8
House hold connection
No.
861
Pump House
No.
01
9
01
Physical Measurement checking status as per scope:
S.
No
.
Item
Unit
As per
tender/co
ntract
bond
Qty.
As per
actual (MB)
%age
complet
ed
Qty.
0
-
1.
Pipeline work
Mtr.
15397
Qty.
0
2.
FHTC
Nos
1182
0
0
3
OHT
Nos
02
0
30%
4
Pump House
Nos
02
0
0
Remarks about quality
Work in progress
-
Compliance for last observations reported
S.
No
1.
Item
Observations last reported
Compliance reported
NA
NA
NA
Material testing status (Lab test/MTC)
S. No.
23.
24.
25.
26.
Name of Material
Make as
(as per scope of work)
Per
Report
Remarks (whether tests are
Availabili
Conducted as per respective IS code
ty
Approved
Status
Provision so not)
QAP)
(yes/No)
M-25 & M- Yes
Tests to be conducted as per IS 10262:2009
Design mix report
30
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.(Reports
Submitted)
No
Tests to be conducted as per IS 1239 (Part
GI pipe 15mm Dia
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
No
Tests conducted as per IS Code IS 4984
HDPE Pipe-90 mm
(1995) & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
Tests to be conducted as per IS 4270:2001
MSERW Pipe-7.9mm Jindal Hissar Yes
Frequency of tests to be conducted as per
specifications.(Report Submitted)
No
27.
DI pipe
28.
Cement
OPCYes
43Grade(Bir
la Uttam)
29.
Steel
30.
Aggregate/ Sand
SAIL(8mm, Yes
10mm,12m
m,16mm &
20mm)
Course
Yes
sand,10mm
&20mm
31.
Bricks
No
32.
CC Cube
No
33.
Water test report
No
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.(Report
submitted)
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.
(Report submitted)
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.(Report
submitted)
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications. Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
Availability of Register on site:
Material register
: Not Available at site.
Site order book
: Not Available at site.
Test register/Report : Available at site.
Concrete Register
: Available at site.
Conclusion and Suggestions:









Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets














shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
Access not provided to reach at
working spot
Birla Uttam cement is being used at
site.
Make of steel is “SAIL”.
II. Scheme:
NaglaThaskaPumping water Supply
scheme. Block- Narsan.Generalinformation
NaglaThaskapumpingwatersupply
scheme(97/E.E./JJM/2022-23)
241.57Lacs.
Sanctionedcost(InRs.)
230.76Lacs.
Contractbondcost(inRs.)
12-05-2022.
DateofStart
11-05-2023.
Dateofcompletion
80%
Physical progress(in%)
80%
Financialprogress(in%)
Sh.HimanshuTyagi.
NameofEE/AE/JEwith Contact No.
Sh.HimanshuKaushik, AdityaThapliyal
NameofTPIEngineer/mobileno.
PumpingWaterSupplyScheme.
Typeofscheme
4th visit report
Lastreported
Not provided till date
ATRprovidedtilldate.
current statusofwork(Running/completed) Running
.
Anyotherdetail
Nameofscheme/subscheme
PhysicalProgress
S.No
1
2
Proposed
Quantityasper
contractbond
Item
OHT250KL,18m
Staging
Pumphous
e
Executed
thismont
h
Totalquan
tityExecut
edtilldate
01No.
01No.
-
01No
0
-
Remarks
Workisin
progress.
Workis in
progress.
Scopeofwork/Descriptionofworks
S.No ItemDetails
1.
2.
3.
Providingand
layingof pipes
63 mm
75 mm
90 mm
110 mm
140 mm
160 mm
Excavationof
pipeline
Valves
50 mm
65 mm
Unit
Mtr.
Mtr.
Mtr.
Mtr.
Mtr.
Mtr.
Cubic.
M
Nos.
Nos.
As
perD
PR
propos
alQty.
As
percontract
bondQty.
As
peractual
(MB)Qty.
Commentre
gardingquali
tyofwork
Notprovid
ed byDIA.
Work is
inprogress.
Depth found
asperspecifi
cations.
6389
443
249
409
1127
283
6389
443
249
409
1127
283
20.56
20.56
Workisin
progress.
10
02
10
02
Worknot
S.No ItemDetails
4.
5.
6.
Unit
80 mm
100mm
125mm
150 mm
Airvalve
Nos
Nos.
Nos.
Nos.
Nos.
25mmdia
Household
connection
Nos
Roadcutting
Cum
As
perD
PR
propos
alQty.
01
01
02
01
As
percontract
bondQty.
01
01
02
01
02
02
968
96
8
702.19
702.19
702.1
9
702.1
9
01
01
7.
8.
Roadreinst
atement
Cum.
Tubewell
Job
9.
Pumpingplant Each
01
01
10.
Servovoltage
Job
stabilizer
Electrification
01
01
01
01
01
01
11.
oftube well & Job
pumphouse
As
peractual
(MB)Qty.
Commentre
gardingquali
tyofwork
started.
Worknotstarted
.
Workisin
progress.
Workisin
progress.
Hydrostatic
testingistobe
done
beforesta
rting
reinstatement
work.
Workisin
progress.
Not
Worknotstarted
provided by .
Worknotstarted
DIA.
.
Worknotstarted
.
12.
Construction
ofpumphous
e
13.
RCCover
Head
Tank,250K
LOHT
staging18
mtr.
Each
Workis in
progress.
OHT work is
completed.
Each
01
01
Mtr
30
30
Worknotstarted
.
Boundarywall Mtr.
60
60
Workis
completed.
.
14.
Risingmain
15.
Complianceforlastobservationsreported
S.
No
Item
Observationslastreported
NIL
1.
NIL
Compliancereported
NIL
Materialtesting status(Labtest /MTC)
Sl.N
o
Name
Make(A
ofMaterials (as
sper
perscopeofwor approve
k)
dQAP)
Reportav
ailability
status(
yes/No
)
Yes
1.
Designmixreport Yes
2.
GIpipe(dia.
wise)
NA
NA
3.
HDPEPipe
Tirupati
Yes
4.
DIpipe
NA
NA
5.
Cement
BirlaUttam Yes
6.
Steel
SAIL
Yes
7.
Aggregate
Yes
No
8.
Bricks
Yes
No
Remarks (whether tests
areconductedasperrespectiveIS
codeprovisionsor not)
Tests to be conducted as per
IS10262:2009andIS456:200
0&
Frequencyofteststobeconducteda
sperspecifications. NA
Tests to be conducted as per IS
1239(Part
I):2004&IS:10748:2004with
Amnd-5,Grade2NA
Tests conducted as per IS Code
IS4984(1995)&Frequencyoftests
to
beconducted asperspecifications.
TestsconductedasperISCodeI
S8329 &Frequencyof tests
tobe
conductedasperspecifications.NA
Tests conducted as per IS Code
IS8182:2013&Frequencyofteststo
be
conductedasperspecifications.
Tests conducted as per IS Code
IS1786:2008&Frequencyofteststo
be
conductedasperspecifications.
Tests conducted as per IS Code
IS383:2016&Frequencyofteststo
beconductedas
perspecifications.
Reportsnot provided.
Testsconductedas per
ISCode1077:1992 & Frequency of
tests to beconductedas per
specifications.
Reportsnotprovided.
Yes
9.
CC Cube
10.
Watertestreport NA
Yes
As per IS Code IS 10086:1982
&Frequencyofteststobeconducted
asper IS 456:2000.
NA
Testreportnot providedbyDIAand
teststobeconductedasperI
S10500:2012NA
11.
NDTtest(ifany) NA
NA
NA
Availabilityof Registeronsite:
Material register
:
Not provided by
DIA.Siteorderbook
:Not
provided
by DIA.Testregister
:Not
provided
by DIA.ConcreteRegister:Not provided
byDIA.
ConclusionandSuggestions:
- Itisrecommendedtomaintainalltestregistersat site.
- Allmaterial test reports tobe provided byDIA. beforeanyconcretingwork.
- Note: All concrete mixers to be attached with Weigh Batcher machine and volumetric
concreteisnot acceptable.
PhotographsofInspection
Comments
SitevisitatOHT.
Boundary wall brickwork in progress.
Balcony slab checked and
found as per drawing and
specification.
Bottom dome reinforcement
checked and found as per
drawing and specification.
Bottom dome reinforcement
checked and found as per
drawing and specification.
SAIL steel used at site.
Drawing for OHT.
“Birla Uttam” OPC 43 Grade
cement used at site.
MSERW pipefactorytestreport.
HDPEpipeinspectionreportfromcr
ownagents.
M-25Designmix fromexternallab.
M-25Designmix fromexternallab.
Watertestreport fromexternallab.
Steel20mmdia.testreportfromexte
rnallab.
Steel16mmdia.testreportfromexte
rnallab.
Steel12mmdia.testreportfromexte
rnallab.
Steel10mmdia.testreportfromexte
rnallab.
Cementtestreportfrom externallab.
M-30Designmix.
CubetestreportforRaftfoundationf
romexternallab.
CubetestreportforOHTcolumnsf
romexternallab.
Specificliftofcolumnforwhichcubes
arebeingtested isnot mentionedin
thereport.
CubetestreportforOHTcolumnsfrom
externallab.
Cube test report for OHT 1st brace
fromexternallab.
Cube test report for OHT 1st brace
fromexternallab.
CubetestreportforOHT2ndbracefrome
xternallab.
OHT container wall 28 days test
report from external lab.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page8
1of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
I. Scheme:Dada Patti Water supply Scheme. Block-Bhagwanpur .
General information
Name of scheme/sub scheme
Name of DIA
Sanctioned cost (In Rs.)
Contract bond cost (in Rs.)
Date of Start
Date of completion
Physical progress (in%)
Financial progress (in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Dada Patti Pumping water supply scheme.
(85EE/JJM/2022-23)
MD UJS
236.71 Lacs
222.09 Lacs.
29-04-2022
28-04-2023
10%
0%
Sh.Vivek Ravi
Sh. Pervez
Pumping.
1st visit @June-23
NA.
Running.
-
Note:Work is stopped
Physical Progress
S.No.
Item
1.
Pipeline work
2.
FHTC
Proposed
Quantity as per
contract
bond
Total
quantity
Executed till
date
Executed
This month
Remarks
Work is
stopped
Work is
stopped
12538
886
Scope of work /Description of works
S. No
Item Details
Unit
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
1
Following Size of
CI/DI DF sluice valves
A
50 mm
No
B
65 mm
No
C
80 mm
No
D
100 mm
No
01
E
125 mm
No
01
D
150 mm
No
04
19
Not
provided
by DIA
01
01
As per
Comment
actual
regarding
(MB)
quality of work
Qty.
Not
provided
by DIA
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page8
2of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
F
200 mm
No
01
G
Air valve-25mm dia
No
02
2
Chamber
No
30
3
Dismantling of CC
pavement
Cum
799.97
4
Excavation in pipe line
Cum
6856.92
5
Construction of Unreinforced, CC
pavement
Providing and laying
of HDPE pipes
Cum
799.97
6
A
63mm
Mtr.
9353
B
75mm
Mtr.
785
C
90 mm
Mtr.
757
D
110mm
Mtr.
323
E
140mm
Mtr.
681
F
180mm
Mtr
639
8
House hold connection
No.
886
9
Pump House
No.
01
Physical Measurement checking status as per scope:
S.
No
.
Item
Unit
As per
tender/co
ntract
bond
Qty.
1.
Pipeline work
Mtr.
12538
2.
FHTC
Nos
886
As per
actual (MB)
%age
complet
ed
Qty.
Qty.
60%
Remarks about quality
-
70%
Compliance for last observations reported
S.
No
1.
Item
Observations last reported
Compliance reported
NA
NA
NA
Material testing status (Lab test/MTC)
S. No.
Name of Material
Make as
(as per scope of work)
Per
Report
Availabili
Remarks (whether tests are
Conducted as per respective IS code
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page8
3of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
ty
Approved
Status
Provision so not)
QAP)
(yes/No)
M-25 & M- No
Tests to be conducted as per IS 10262:2009
30
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.(Reports
Submitted)
No
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
No
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
No
Tests to be conducted as per IS 4270:2001
Frequency of tests to be conducted as per
specifications.
No
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
No
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
No
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.
34.
Design mix report
35.
GI pipe 15mm Dia
36.
HDPE Pipe-90 mm
37.
MSERW Pipe
38.
DI pipe
39.
Cement
40.
Steel
41.
Aggregate/ Sand
No
42.
Bricks
No
43.
CC Cube
No
44.
Water test report
No
Availability of Register on site:
Material register
: Not Available at site.
Site order book
: Not Available at site.
Test register/Report : Not Available at site.
Concrete Register
: Not Available at site.
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications. Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page8
4of77
Conclusion and Suggestions:























TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets
shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page8
5of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Make of HDPE pipe is “STAR”.
I. Scheme: Suthari Nehandpur pumping Water supply Scheme. Block- Laksar.
General information
Name of scheme/sub scheme
Name of DIA
Sanctioned cost(In Rs.)
Contract bond cost(in Rs.)
Date of Start
Date of completion
Sutheri Nehandpur Pumping water supply
scheme. (108 EE/JJM/2022-23)
MD UJS
221.3Lacs.
201.52 Lacs.
25-05-2022
24-05-2023
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page8
6of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
30%
Physical progress(in%)
19.62%
Financial progress(in%)
Sh.
Name of EE/AE/JE with Contact No.
Sh. Akhilesh Semwal
Name of TPI Engineer/mobile no.
Pumping.
Type of scheme
1st visit @June-23
Last reported
No
ATR provided till date.
Running.
Current status of work(Running/completed)
Any other detail
Note:Work is stopped for few months.
Physical Progress
S.No.
1
2
3
4
Item
Proposed
Quantity as per
contract
bond
Total
quantity
Executed till
date
Executed
This month
Remarks
01
OHT 150kl, 18m
staging
OHT 10kl, 10m
staging
Pipeline work
FHTC
01
9938
570
Scope of work /Description of works
S. No
Item Details
Unit
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
As per
actual
(MB)
Qty.
ZONE-I
Construction of
Boundary wall
Rmt.
MS Gate
Excavation in soil
mixed with shingle
boulders etc.
MSERW pipe
100 mm
D.I. Sluice/ Gate Valve
80 mm dia
Following size of
CI/DI DF sluice valves
No.
Cum.
A
50 mm
No
B
65 mm
No
D
80 mm
No
01
E
100 mm
No
01
F
125 mm
No
01
G
150 mm
No
01
1
2
3
4
5
6
Not
provided
by DIA
50
01
Not
provided
by DIA
16.2
Mtr.
30
No
01
Not
provided
by DIA
12
02
Not
provided
by DIA
Comment
regarding
quality of work
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page8
7of77
7
Chamber
8
OHT 150kl, 18m
staging
Dismantling of CC
pavement
9
10 Excavation in pipe line
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
No
19
Per Kl
01
Cum
395.55
Cum
4219.2
11 Construction of Unreinforced, CC
Cum
pavement
12 Providing and laying of
HDPE pipes
A 63 mm
Mtr.
13
395.55
6352
B
75 mm
Mtr.
811
C
90 mm
Mtr.
440
D
110 mm
Mtr.
1077
E
140 mm
Mtr.
35
F
160 mm
Mtr
75
House hold connection
No.
554
ZONE-II
Construction of
Boundary wall
Rmt.
MS Gate
No.
Excavation in soil
mixed with shingle
boulders etc.
Cum.
MSERW pipe
100 mm
D.I. Sluice/ Gate Valve
150 mm dia
Following size of
CI/DI DF sluice valves
Not
provided
by DIA
50
01
16.20
Mtr.
Not
provided
by DIA
30
No
01
50 mm
No
03
Chamber
No
04
Per Kl
01
OHT 10kl, 10m
staging
Dismantling of CC
pavement
Excavation in pipe line
Not
provided
by DIA
Cum
51.86
Cum
551.04
Not
provided
by DIA
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page8
8of77
Construction of Unreinforced, CC
Cum
pavement
Providing and laying of
HDPE pipes
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
51.66
63 mm
Mtr.
1148
House hold connection
No.
16
Physical Measurement checking status as per scope:
S.
No
.
Item
Unit
1
2
3.
OHT 150kl, 18m staging
OHT 10kl, 10m staging
Pipeline work
No.
No.
Mtr.
4
FHTC
No.
As per
tender/co
ntract
bond
Qty.
01
01
As per
actual (MB)
%age
complet
ed
Qty.
Qty.
Remarks about quality
9938
570
Compliance for last observations reported
S.
No
1.
Item
NIL
Observations last reported
NIL
Compliance reported
NIL
Material testing status (Lab test/MTC)
45.
Design mix report
46.
GI pipe (dia. wise)
47.
HDPE Pipe
48.
MSERW Pipe
Report
Remarks (whether tests are
Availabili
Conducted as per respective IS code
ty
approved
Status
Provision so not)
QAP)
(yes/No)
M-30 &
No
Tests to be conducted as per IS 10262:2009
M-25
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.
Yes
No
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
Yes
No
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
Yes
No
Not provided by DIA.
49.
DI pipe
Yes
S. No.
Name of Material
Make as
(as per scope of work)
Per
No
Tests conducted as per IS Code IS 8329 &
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page8
9of77
50.
Cement
51.
Steel
52.
Aggregate/ Sand
53.
Bricks
54.
CC Cube
55.
Water test report
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Frequency of tests to be conducted as per
specifications.
OPC
No
Tests conducted as per IS Code IS
43Grade
8182:2013 & Frequency of tests to be
conducted as per specifications.
No
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
Yes
No
Tests conducted as per IS Code IS
(10mm&20
383:2016 & Frequency of tests to be
mm)
conducted as per specifications.
No
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications. Not provided by DIA.
No
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
No
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
Availability of Register on site:
Material register
Site order book
: Not provided by DIA.
: Not provided by DIA.
Test register/Report: Not Provided by DIA.
Concrete Register
: Not provided by DIA.
Conclusion and Suggestions:










Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets
shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Revision:
Issue 01
Rev:0
DocNo.
QM17













Effective
asof
05.01.2023
Page9
0of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
Make of HDPE pipe
is “JOSEXIM”.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page9
1of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Work is stopped.
Work is stopped.
I. Scheme:Mubarakpur Alipur Water supply Scheme. Block-Laksar .
Generalinformation
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page9
2of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Mubarakpur Alipur Pumping water supply
Name of scheme/sub scheme
scheme. (85EE/JJM/2022-23)
MD UJS
Name of DIA
207.14 Lacs
Sanctioned cost(InRs.)
150.50 Lacs.
Contract bond cost(in Rs.)
25-06-2022
Date of Start
24-06-2023
Date of completion
%
Physical progress(in%)
%
Financial progress(in%)
Sh.
Name of EE/AE/JE with Contact No.
Sh. Pervez
Name of TPI Engineer/mobile no.
Pumping.
Type of scheme
1st visit @June-23
Last reported
NA.
ATR provided till date.
Running.
Current status of work(Running/completed)
Any other detail
Note:Work not started yet.
Physical Progress
S.No.
Item
1.
2.
Pipeline work
FHTC
Proposed
Quantity as per
contract
bond
Total
quantity
Executed till
date
Executed
This month
Remarks
8138
494
Scope of work /Description of works
S. No
Item Details
Unit
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
As per
actual
(MB)
Qty.
ZONE-1
1
Following Size of
CI/DI DF sluice valves
A
50 mm
No
01
B
65 mm
No
01
C
80 mm
No
D
100 mm
No
E
125 mm
No
D
150 mm
No
2
Chamber
No
3
Dismantling of CC
pavement
Cum
207.83
4
Excavation in pipe line
Cum
2672.1
Not
provided
by DIA
02
04
Not
provided
by DIA
Comment
regarding
quality of work
Revision:
Issue 01
Rev:0
DocNo.
QM17
5
6
Effective
asof
05.01.2023
Page9
3of77
Construction of Unreinforced, CC
pavement
Providing and laying
of HDPE pipes
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Cum
207.83
A
63mm
Mtr.
5070
B
75mm
Mtr.
275
C
90 mm
Mtr.
96
D
110mm
Mtr.
94
E
140mm
Mtr.
403
F
160mm
Mtr
8
House hold connection
No.
100 KL OHT staging
18M)
No.
Pump House
No.
01
Boundary wall
Rm
60
9
10
11
344
ZONE-II
1
Not
provided
by DIA
A
50 mm
No
01
B
65 mm
No
01
C
80 mm
No
D
100 mm
No
E
125 mm
No
D
150 mm
No
2
Chamber
No
02
3
Dismantling of CC
pavement
Cum
77
4
Excavation in pipe line
Cum
990
5
Construction of Unreinforced, CC
pavement
Providing and laying
of HDPE pipes
Cum
77
6
11
Not
provided
by DIA
Following Size of
CI/DI DF sluice valves
A
63mm
Mtr.
1200
B
75mm
Mtr.
800
C
90 mm
Mtr.
200
8
House hold connection
No.
150
10
Pump House
No.
01
Boundary wall
Rm
30
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page9
4of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Physical Measurement checking status as per scope:
S.
No
.
Item
Unit
1.
Pipeline work
Mtr.
2.
FHTC
Nos
3.
OHT
Nos
4.
Pump House
Nos
As per
tender/co
ntract
bond
Qty.
As per
actual (MB)
%age
complet
ed
Qty.
Qty.
Remarks about quality
-
Compliance for last observations reported
S.
No
1.
Item
Observations last reported
Compliance reported
NA
NA
NA
Material testing status (Lab test/MTC)
S. No.
Name of Material
Make as
(as per scope of work)
Per
56.
Design mix report
57.
GI pipe 15mm Dia
58.
HDPE Pipe-90 mm
59.
MSERW Pipe
60.
DI pipe
61.
Cement
Report
Remarks (whether tests are
Availabili
Conducted as per respective IS code
ty
Approved
Status
Provision so not)
QAP)
(yes/No)
M-25 & M- No
Tests to be conducted as per IS 10262:2009
30
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.(Reports
Submitted)
No
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
No
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
No
Tests to be conducted as per IS 4270:2001
Frequency of tests to be conducted as per
specifications.
No
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
No
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page9
5of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
conducted as per specifications.
62.
Steel
No
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.
63.
Aggregate/ Sand
No
64.
Bricks
No
65.
CC Cube
No
66.
Water test report
No
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications. Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
Availability of Register on site:
Material register
: Not Available at site.
Site order book
: Not Available at site.
Test register/Report : Not Available at site.
Concrete Register
: Not Available at site.
Conclusion and Suggestions:













Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets
shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Revision:
Issue 01
Rev:0
DocNo.
QM17










Effective
asof
05.01.2023
Page9
6of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
I. Scheme:Banjarewala Water supply Scheme. Block-Laksar .
General information
Name of scheme/sub scheme
Name of DIA
Sanctioned cost (In Rs.)
Contract bond cost (in Rs.)
Date of Start
Date of completion
Physical progress ( in%)
Financial progress (in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Note:Work not started.
Banjarewala Pumping water supply scheme.
(135EE/JJM/2022-23)
MD UJS
Lacs
Lacs.
25-06-2022
24-06-2023
0%
0%
Sh.
Sh. Pervez
Pumping.
1st visit @June-23
NA.
Running.
-
Physical Progress
S.No.
Item
1.
2.
Pipeline work
FHTC
Proposed
Quantity as per
contract
bond
Total
quantity
Executed till
date
Executed
This month
Remarks
8138
494
Scope of work /Description of works
S. No
Item Details
ZONE-1
Unit
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
As per
actual
(MB)
Qty.
Comment
regarding
quality of work
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page9
7of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
1
Following Size of
CI/DI DF sluice valves
A
50 mm
No
B
65 mm
No
C
80 mm
No
D
100 mm
No
E
125 mm
No
D
150 mm
No
2
Chamber
No
3
Dismantling of CC
pavement
Cum
4
Excavation in pipe line
Cum
5
Construction of Unreinforced, CC
pavement
Providing and laying
of HDPE pipes
6
63mm
Mtr.
B
75mm
Mtr.
C
90 mm
Mtr.
D
110mm
Mtr.
E
140mm
Mtr.
F
160mm
Mtr
8
House hold connection
No.
100 KL OHT staging
18M)
No.
Pump House
No.
Boundary wall
Rm
10
11
Not
provided
by DIA
Cum
A
9
Not
provided
by DIA
ZONE-II
1
Not
provided
by DIA
Following Size of
CI/DI DF sluice valves
A
50 mm
No
B
65 mm
No
C
80 mm
No
D
100 mm
No
E
125 mm
No
D
150 mm
No
2
Chamber
No
Not
provided
by DIA
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
3
Dismantling of CC
pavement
Cum
4
Excavation in pipe line
Cum
5
Construction of Unreinforced, CC
pavement
Providing and laying
of HDPE pipes
6
Cum
A
63mm
Mtr.
B
75mm
Mtr.
C
90 mm
Mtr.
8
House hold connection
No.
10
Pump House
No.
Boundary wall
Rm
11
Physical Measurement checking status as per scope:
S.
No
.
Item
Unit
1.
Pipeline work
Mtr.
2.
FHTC
Nos
3.
OHT
Nos
4.
Pump House
Nos
As per
tender/co
ntract
bond
Qty.
As per
actual (MB)
%age
complet
ed
Qty.
Qty.
Remarks about quality
-
Compliance for last observations reported
S.
No
1.
Item
Observations last reported
Compliance reported
NA
NA
NA
Material testing status (Lab test/MTC)
S. No.
67.
Name of Material
Make as
(as per scope of work)
Per
Design mix report
Report
Remarks (whether tests are
Availabili
Conducted as per respective IS code
ty
Approved
Status
Provision so not)
QAP)
(yes/No)
M-25 & M- No
Tests to be conducted as per IS 10262:2009
30
and IS 456: 2000 & Frequency of tests to
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
be conducted as per specifications.(Reports
Submitted)
68.
GI pipe 15mm Dia
No
69.
HDPE Pipe-90 mm
No
70.
MSERW Pipe
No
71.
DI pipe
No
72.
Cement
No
73.
Steel
No
74.
Aggregate/ Sand
No
75.
Bricks
No
76.
CC Cube
No
77.
Water test report
No
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
Tests to be conducted as per IS 4270:2001
Frequency of tests to be conducted as per
specifications.
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications. Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
Availability of Register on site:
Material register
: Not Available at site.
Site order book
: Not Available at site.
Test register/Report : Not Available at site.
Concrete Register
: Not Available at site.
Conclusion and Suggestions:


Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Revision:
Issue 01
Rev:0
DocNo.
QM17





















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TUVSUDSOUTHASIA
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Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets
shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
IV.
Scheme: Khedli water Supply scheme. Block- Bhadarabad.
General information
Name of scheme/sub scheme
Name of DIA
Sanctioned cost(In Rs.)
Contract bond cost(in Rs.)
Date of Start
Date of completion
Physical progress(in%)
Financial progress(in%)
Khedli pumping water
supplyscheme(98/E.E./JJM/2022-23)
MD UJS
197.50 Lacs
164.43Lacs
12-05-2023
11-05-2023
75%
41%
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Sh. Prvez Aalm
Name of EE/AE/JE with Contact No.
Sh.Pervez
Name of TPI Engineer/mobile no.
Pumping
Type of scheme
Last reported
No
ATR provided till date.
Current status of work(Running/completed) Running.
Any other detail
Physical Progress
1.
HDPE Pipeline
Proposed
Quantity
as per
contract
bond
7087Mtr.
2.
OHT
1 No.
1.00
1.00
3.
Pump House
1 No.
-
01
S.No
Item
Total
quantity
Executed
till date
Executed
This month
3500m
1000m
Remarks
Work in progress.
Railing work in
progress.
Work in progress.
Scope of work /Description of works
S. No.
1.
I.
II.
III.
IV.
V.
VI.
2.
I.
II.
III.
IV.
V.
VI.
3.
4.
Item Details
Providing and laying
of HDPE pipes
63 mm
75 mm
90 mm
110 mm
140 mm
160 mm
Sluice / Gate Valves
50 mm
65 mm
80 mm
100 mm
125 mm
150 mm
Drilling of borehole
600 mm
MSERW fin cut
plain pipe 7.9 mm
thick
300 mm dia
Unit
Mtr.
Mtr.
Mtr.
Mtr.
Mtr.
Mtr.
Nos
Nos
Nos.
Nos
Nos.
Nos.
Per Mtr.
Per m
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
As per
actual
(MB)
Qty.
4979.00
644.00
931.00
188.00
280.00
65.00
4979.00
644.00
931.00
188.00
280.00
65.00
2.00
2.00
1.00
1.00
1.00
1.00
2.00
2.00
1.00
1.00
1.00
1.00
-
150.00
-
110.00 Not
provided
Comment
regarding
quality of
work
Work in
progress.
Work not
started
Work in
progress.
Revision:
Issue 01
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QM17
S. No.
5.
6.
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Item Details
Unit
MSERW fin cut
slotted pipe 7.9mm
thick
300 mm dia
Per m
-
40.00
Pea Gravel
Cum
-
80.00
Hrs
Job
-
80.00
1.00
Per m
-
50.00
Work not
started
Per m
-
20.00
Work not
started
Per m
-
42.00
Set
-
2.00
Job
-
1.00
Cum
-
20.56
Cum
-
13.70
Work not
started.
CC flooring
Sqm
-
41.00
Work not
started.
Electrification of
pump house
No
-
1.00
Work not
started.
Construction of
Boundary wall
Rm
-
85.00
7.
8.
9.
CFM Air compressor
Geological survey
Supply of
submersible 1x3x16
sq.mm
10. Supply of aluminum
armored cable 35
sq.mm 3.5 core
11. C class MS column
pipe
12. MSDI clamp set 100
mm
13.
G.I Earth plate
14. Earth work in
excavation by
mechanical means /
manual means
15.
Brick work
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
16.
17.
As per
actual
(MB)
Qty.
by DIA
Comment
regarding
quality of
work
Work
completed.
Work not
started
Work not
started
Work in
progress.
18.
19.
MS gate
20. Excavation in soil
mixed with boulders.
21. MSERW pipe
125 mm
22. Chamber
23.
RCC over Head
Tank, 150 KL OHT
staging 18 mtr.
24. Excavation in pipe
line
No
-
1.00
Cum
-
27.00
Mtr
-
50.00
No
9.00
9.00
Per Kl
Cum
150.00
150.00
3577.65
3577.65
Work not
started.
Work not
started.
Work in
progress.
OHT railing
work in
progress.
Work in
progress.
Revision:
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Item Details
25. Dismantling of CC
Pavement
26. Un-reinforced CC
Road
27. House hold
connection
Unit
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
Cum
303.05
303.05
Cum
No.
303.05
303.05
600.00
600.00
As per
actual
(MB)
Qty.
Comment
regarding
quality of
work
Work in
progress
Work in
progress.
Physical Measurement checking status as per scope:
S.
No
Item
Unit
1
OHT work 250 KL. 18
m STAGING.
No.
As per
tender/co
ntract
bond
Qty.
01
2.
HDPE pipeline
Mtr.
17306
As per
actual (MB)
%age
completed
Qty.
Qty.
85%
-
-
Remarks about quality
OHT railing work in
progress.
Vimal GI pipe used at
site.
Work in progress.
Compliance for last observations reported
S.
No
Item
1.
OHT
2.
OHT
Observations last reported
Compliance reported
Honeycomb found in OHT column Compliance not done
in staircase area and poor
workmanship shown. The column
repair is not made correctly.
Honeycomb found in staircase top Compliance not done
landing & Steel visible and Poor
workmanship shown.
Material testing status (Lab test/MTC)
Sl. No
Name of
Make
Materials (as per (As per
scope of work) approved
QAP)
Report
availability
status
(yes/No)
Remarks (whether tests are
conducted as per respective IS code
provisions or not)
Revision:
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Sl. No
Name of
Make
Report
Remarks (whether tests are
Materials (as per (As per
availability conducted as per respective IS code
scope of work) approved
status
provisions or not)
QAP)
(yes/No)
Yes
Tests to be conducted as per IS
15. Design mix report Yes
(M-25 & M-30)
10262:2009 and IS 456: 2000 &
Frequency of tests to be conducted as
per specifications
VIMAL
No
Tests to be conducted as per IS 1239
16. GI pipe (dia
.wise)
(Part I):2004 & IS: 10748:2004 with
Amnd-5, Grade 2Not provided by
DIA.
No
Tests conducted as per IS Code IS
17. HDPE Pipe
4984 (1995) & Frequency of tests to
be conducted as per specifications.Not
provided by DIA.
No
Not provided by DIA.
18. MSERW Pipe
19.
DI pipe
NA
NA
20.
Cement OPC 43 CCI
Grade
No
21.
Steel
8mm
10mm
12mm
16mm
20mm
Aggregate
10 mm
20mm
Sail
No
NA
Yes
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
22.
Tests conducted as per IS Code IS
8329 & Frequency of tests to be
conducted as per specifications.Not
provided by DIA.
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.
23.
Bricks
NA
No
24.
CC Cube M-25
Yes
No
25.
Water test report Yes
No
26.
Development of Yes
B/W by O.P. unit
& compressor
unit
NDT test(if any) NA
No
Tests conducted as per IS Code
1077:1992 & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as
per IS 456:2000NA
Test report not provided by DIA and
tests to be conducted as per IS
10500:2012NA
Not provided by DIA.
NA
NA
27.
Revision:
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05.01.2023
Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Availability of Register on site:
Material register
:Not maintained at site.
Site order book
: Not maintained at site.
Test register
: Not maintained at site.
Concreting Register : Not maintained at site.
Conclusion and Suggestions:























Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets
shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
Revision:
Issue 01
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DocNo.
QM17
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05.01.2023
Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Workers not co operate
for inspection due to not
availability
representative at the end
of contractor/DIA
available at site
Spacing of Stirrups is not
maintained as per
specification/Drawings.
Revision:
Issue 01
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05.01.2023
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Curing not done
properly.
I. Scheme: Katarpur Alipur pumping Water supply Scheme. Block- Haridwar.
General information
Name of scheme/sub scheme
Name of DIA
Sanctioned cost(In Rs.)
Contract bond cost(in Rs.)
Date of Start
Date of completion
Physical progress(in%)
Financial progress(in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Physical Progress
Katarpur Alipur Pumping water supply scheme.
(77 EE/JJM/2022-23)
MD UJS
195.43Lacs.
181.76 Lacs.
13-04-2022
12-04-2023
70%
61.44%
Sh. Vinod Kumar
Sh. Pervez
Pumping.
1st visit @June-23
No
Running.
-
Revision:
Issue 01
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DocNo.
QM17
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asof
05.01.2023
Page1
08of77
S.No.
Item
2
OHT 150kl, 18m
staging
Pipeline work
3
FHTC
4
Pump House
1
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Proposed
Quantity as per
contract
Bond
Total
quantity
Executed till
date
Executed
This month
01
01
01
6000
3000
250
200
01
01
10604
663
01
Remarks
Work in
progress
Work in
progress
Work in
progress
Work in
progress
Scope of work /Description of works
S. No
Item Details
Unit
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
As per
actual
(MB)
Qty.
ZONE-I
Construction of
Boundary wall
Rmt.
MS Gate
Excavation in soil
mixed with shingle
boulders etc.
MSERW pipe
125 mm
D.I. Sluice/ Gate Valve
125 mm dia
Following size of
CI/DI DF sluice valves
No.
Cum.
A
1
2
3
4
Not
provided
by DIA
30
01
12
Mtr.
30
No
02
50 mm
No
01
B
65 mm
No
01
7
Chamber
No
04
8
OHT 150kl, 18m
staging
Dismantling of CC
pavement
5
6
9
10 Excavation in pipe line
Not
provided
by DIA
Per Kl
Cum
Cum
11 Construction of Unreinforced, CC
Cum
pavement
12 Providing and laying of
HDPE pipes
A 63 mm
Mtr.
Not
provided
by DIA
01
477.18
4771.8
477.18
7425
B
75 mm
Mtr.
880
C
90 mm
Mtr.
1202
Not
provided
by DIA
Comment
regarding
quality of work
Revision:
Issue 01
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DocNo.
QM17
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05.01.2023
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
D
110 mm
Mtr.
E
140 mm
Mtr.
949
F
160 mm
Mtr.
20
House hold connection
No.
663
13
128
Physical Measurement checking status as per scope:
S.
No
.
Item
Unit
1
2
3.
OHT 150kl, 18m staging
Pipeline work
FHTC
No.
No.
Mtr.
4
Pump house
No.
As per
tender/co
ntract
bond
Qty.
01
As per
actual (MB)
%age
complet
ed
Qty.
-
10604
663
-
Qty.
60%
60%
70%
01
-
80%
Remarks about quality
Compliance for last observations reported
S.
No
1.
Item
NIL
Observations last reported
NIL
Compliance reported
NIL
Material testing status (Lab test/MTC)
S. No.
Name of Material
Make as
(as per scope of work)
Per
78.
Design mix report
79.
GI pipe (dia. wise)
80.
HDPE Pipe
81.
MSERW Pipe
82.
DI pipe
Report
Remarks (whether tests are
Availabili
Conducted as per respective IS code
ty
approved
Status
Provision so not)
QAP)
(yes/No)
No
Tests to be conducted as per IS 10262:2009
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.
No
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
No
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
No
Not provided by DIA.
No
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
Revision:
Issue 01
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DocNo.
QM17
Effective
asof
05.01.2023
Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
specifications.
83.
Cement
No
84.
Steel
No
85.
Aggregate/ Sand
No
86.
Bricks
No
87.
CC Cube
No
88.
Water test report
No
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications. Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
Availability of Register on site:
Material register
Site order book
: Not provided by DIA.
: Not provided by DIA.
Test register/Report: Not Provided by DIA.
Concrete Register
: Not provided by DIA.
Conclusion and Suggestions:











Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets
shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Revision:
Issue 01
Rev:0
DocNo.
QM17



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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
Barricading not provided at
site.
Rock strong cement is being
used at site in construction of
OHT.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Access not provided to climb
at working spot.
I. Scheme: Jaspur Chamaria Water supply Scheme. Block- Bhadrabad.
General information
Revision:
Issue 01
Rev:0
DocNo.
QM17
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asof
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Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
JaspurChamaria Pumping water supply scheme.
Name of scheme/subsch0eme
(80/E.E/JJM/2022-23)
193.81 Lacs.
Sanctioned cost(In Rs.)
182.51 Lacs.
Contract bond cost(in Rs.)
29-04-2022
Date of Start
28-04-2023
Date of completion
65 %
Physical progress(in%)
23%
Financial progress(in%)
Sh. Vinod kumar
Name of EE/AE/JE with Contact No.
Sh. Akhilesh Semwal
Name of TPI Engineer/mobile no.
Pumping.
Type of scheme
1st visit@May-23
Last reported
No
Running.
-
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Physical Progress
S.N
o
1
2
3.
Proposed
Quantity as per
contract
bond
Item
OHT 100KL ,18m
01
Staging
Construction of Pump 1
House
Pipeline work
17306m
Total
quantity
Executed till
date
Executed
This month
01
01
01
10000m
3000m
Remarks
Work in
progress
Work not
started.
Work in
progress.
Scope of work /Description of works
S. No
1.
I.
II.
III.
2.
3.
4.
I.
II.
III.
5.
Item Details
Providing and
laying of
HDPE pipes
63 mm
75 mm
90 mm
Excavation of
pipe line
Trenches
Excavation in
soil mixed
Valves
50 mm
80 mm
150 mm
House hold
connection
Unit
Mtr.
Mtr.
Mtr.
Cubic.
M
Cubic.
M
Nos
Nos
Nos
Nos
As per
DPR
proposal
Qty.
As per
contract bond
Qty.
6376.00
7350.00
3580.00
As per
actual (MB)
Qty.
Not
provided by
DIA
4480.00
Comment
regarding
quality of work
Work in
progress.
Work in
progress.
Work in
progress.
1493.40
1.00
1.00
1.00
406.00
Work in
progress.
Revision:
Issue 01
Rev:0
DocNo.
QM17
S. No
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
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Item Details
Unit
Road cutting
(C.C. Road)
Electrification
of tube well &
pump house
RCC over
Head Tank
Chamber
Drilling of
Borehole
MSERW fin
cut plain pipe
300 mm
MSERW fin
cut slotted pipe
300 mm
Pea gravel
Development
Tube well
Geological
survey
Supply of
submersible
cable 1x3x16
sq.mm
Supply of
aluminium
armored 35sq.
mm 3.5 core
C class MS
column pipe
MSDI clamp
set. 150 mm
Installation of
pumping plants
G.I. Earth plate
Earth work in
Excavation by
mechanical
means/ manual
means
Supplying and
filling in plint
Brick work
CC flooring
Plaster 12mm
Excavation in
Pipe line
Trenches
Cum
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
As per
DPR
proposal
Qty.
Nos
Per Mtr.
As per
actual (MB)
Qty.
Comment
regarding
quality of work
255.84
Job
Each
As per
contract bond
Qty.
1.00
Not
provided by
DIA
1.00
4.00
100.00
Per Mtr.
40.00
Per Mtr.
60.00
Cum
85.00
Hrs.
70.00
Job.
1.00
Per Mtr.
100.00
Per Mtr.
40.00
Per Mtr.
42.00
Set
2.00
Job
1.00
Job
1.00
Cum
20.56
Cum
7.89
Cum
Sqm
Sqm
13.70
41.00
123.86
Cum
23.13
100Kl, 18m
staging.
Revision:
Issue 01
Rev:0
DocNo.
QM17
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asof
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Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Physical Measurement checking status as per scope:
S.
No
.
1
2.
Item
Unit
OHT
HDPE Pipeline
No.
Mtr.
As per
tender/co
ntract
bond
Qty.
01
17306.00
As per
actual (MB)
%age
complet
ed
Qty.
Qty.
55%
60%
01
Not provided
by DIA
Remarks about quality
Work in progress.
Compliance for last observations reported
S.
No
1
Item
Curing Tank
2
Safety
Observations last reported
Curing tank is not being clean
properly.
PPEs not provided to workers.
Compliance reported
Compliance not done
Compliance not done
Material testing status (Lab test/MTC)
S.
no
Name of Material
(as per scope of
work)
Make as
Per
Report
Availability
1.
approved
QAP)
Design mix report M25
Status
(yes/No)
2.
GI pipe (dia. wise) Surya
3.
HDPE Pipe
Ashirwad
Yes
4.
MSERW Pipe
Jindal
Yes
5.
DI pipe
NA
NA
6.
Cement
Birla Uttam Yes
7.
Steel
NA
NA
Remarks (whether tests are
Conducted as per respective IS
code
Provisions or not)
Tests to be conducted as per IS
10262:2009 and IS 456: 2000 &
Frequency of tests to be conducted as
per specifications.
Tests to be conducted as per IS 1239
(Part I):2004 & IS: 10748:2004 with
Amnd-5, Grade 2
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications. Test
Reports Submitted
Test Reports Submitted
Tests conducted as per IS Code IS 8329
& Frequency of tests to be conducted as
per specifications.
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.Test
Reports Submitted
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.NA
Revision:
Issue 01
Rev:0
DocNo.
QM17
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asof
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8.
Aggregate/ Sand
NA
9.
Bricks
NA
10.
CC Cube
NA
11.
Water test report
NA
12.
NDT test (if any)
NA
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Yes
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.Test
Reports not Submitted
Yes
Tests conducted as per IS Code
1077:1992 & Frequency of tests to be
conducted as per specifications.Test
Reports Submitted
NA
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as
per IS 456:2000NA
NA
Test report not provided by DIA and
tests to be conducted as per IS
10500:2012
NA
NA
Availability of Register on site:
Material register
Site order book
Test register/Report
: Not provided by DIA.
: Not provided by DIA.
: Provided by DIA.
Concrete Register
: Not provided by DIA.
Conclusion and Suggestions:

















Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets
shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
Revision:
Issue 01
Rev:0
DocNo.
QM17
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
Rusted steel is being
used at site.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
18of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Quality of concrete
observed poor in OHT.
Revision:
Issue 01
Rev:0
DocNo.
QM17
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asof
05.01.2023
Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
I. Scheme: Shahpura Sitlakhera Water supply Scheme. Block- Bhadrabad.
Generalinformation
Name of scheme/sub scheme
Sanctioned cost (In Rs.)
Contract bond cost(in Rs.)
Date of Start
Date of completion
Physical progress(in%)
Financial progress(in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Shahpura Sitlakhera Pumping water supply
scheme. (100E.E/JJM/2022-23)
193.42Lacs.
178.20 Lacs.
12-05-2022
11-05-2023
80 %
36.36%
Sh. Vinod Kumar
Sh. Pervez
Pumping.
1st visit @June-23
No
Running.
-
Remark: Work is stopped since last three months.
Physical Progress
S.No.
1
Item
OHT 125 KL OHT
Proposed
Quantity as per
contract
bond
Total
quantity
Executed till
date
1.00
1.00
Executed
This month
Top dome RCC
completed.
staging 18 mtr.
2
3.
Construction of Pump
House
Pipeline work
Zone-1
Zone-2
Remarks
1.00
Work not started.
10525m
Work in progress.
1100.00
Scope of work /Description of works
S. No
Item Details
Unit
As per
DPR
proposal
Qty.
As per
contract bond
Qty.
As per
actual (MB)
Qty.
Comment
regarding
quality of work
Revision:
Issue 01
Rev:0
DocNo.
QM17
1.
3.
Providing and
laying of
HDPE pipes
63 mm
75
90 mm
110 mm
140 mm
Excavation of
pipe line
5408.00
1703.00
2040.00
812.00
490.00
I 50 mm
II 65 mm
Nos
Nos.
1.00
1.00
1.00
1.00
III 80 mm
Nos
1.00
1.00
IV 100 mm
Nos.
1.00
1.00
Nos
5.
6.
7.
8.
9.
5408.00
1703.00
2040.00
812.00
490.00
305.00
305.00
Road cutting
Cum
418.12
418.12
Tube well
Job
1.00
Electrification
of pump house
Electrification
of boundary
wall
No
RM
1.00
50.00
1.00
50.00
Work not
started.
Work not
started.
10.
11.
MS gate
No.
1.00
1.00
Rising main
Cum
46.20
46.20
12.
RCC over
Head Tank,
125 KL OHT
staging 18 mtr.
Per Kl
125.00
125.00
Chamber
Nos
6.00
Per Mtr.
150.00
150.00
Per Mtr.
110.00
110.00
Per Mtr.
40.00
40.00
Cum
50.00
50.00
15.
16.
Not
provided by
DIA
Work in progress
6.00
17.
Pea Gravel
Work in progress
Work not
started.
1.00
Drilling of
borehole
600 mm dia
MSERW fin
cut plain pipe
7.9 mm thick
200 mm dia
MSERW fin
cut slotted pipe
7.9 mm thick
300 mm dia
Work in progress
Not
provided by
DIA
1.00
1.00
14.
Work in progress
4703.85
Construction of
No
pump house
13.
Not
provided by
DIA
Valves and
chamber
House hold
connection
4.
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Mtr.
Mtr.
Mtr.
Mtr.
Mtr.
Cum
I
II
III
IV
V
2.
Effective
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Page1
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Work not
started.
Revision:
Issue 01
Rev:0
DocNo.
QM17
18.
19.
20.
21.
22.
23.
Effective
asof
05.01.2023
Page1
21of77
CFM Air
compressor
Geological
survey
Supply of
submersible
1x3x16 sq.mm
Supply of
aluminum
armored
35sq.mm 3.5
core
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Hrs.
40.00
40.00
Job
1.00
1.00
Per Mtr.
100.00
100.00
Per Mtr.
40.00
40.00
C class MS
column pipe
Per Mtr.
42.00
42.00
MSDI clamp
set 150 mm
Set
2.00
2.00
Not
provided by
DIA
G.I. Plate
Job
1.00
1.00
Work not
started.
Earth work in
excavation by
mechanical
means /
manual means
Cum
20.56
20.56
Work in progress
Brick work
Cum
13.70
13.70
Work not
started.
No
1.00
1.00
5.00
5.00
8.00
8.00
25.00
25.00
30.00
30.00
Work not
started.
1.00
1.00
Work not
started.
49.50
49.50
495.00
495.00
49.50
49.50
24.
25.
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
36.
Work not
started.
ZONE-2nd
Submersible
pump 125mm
Providing
laying cement
concrete
MS door
Dismantling of
existing
flooring
CC flooring
Cum
Not
provided by
DIA
Work not
started.
Sqm
Work in progress
Sqm
Sqm
Electrification
of Pump house
No
Dismantling of
cc pavements
Trench
Excavation
Construction of
Un-rein froced
Providing
HDPE Pipe
63 mm
Cum
Cum
Cum
Mtr
Work in progress
1100.00
1100.00
Not
provided by
DIA
Work in progress
Work in progress
Work in progress
Work in progress
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
22of77
Sluice valve/
Gate valve
50 mm
Chamber
House hold
connection
37.
38.
39.
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
No
No
Nos
2.00
2.00
2.00
2.00
59.00
59.00
Work in progress
Physical Measurement checking status as per scope:
S.
No
.
1
2.
Item
Unit
OHT
HDPE Pipeline
No.
Mtr.
As per
tender/co
ntract
bond
Qty.
01
11625.00
As per
actual (MB)
%age
complet
ed
Qty.
Qty.
80%
65%
01
Not provided
by DIA
Remarks about quality
Work in progress.
Compliance for last observations reported
S.
No
1.
Item
OHT
Observations last reported
Compliance reported
Joint of staircase and landing is not Compliance not done
proper.
Material testing status (Lab test/MTC)
S. No.
Name of Material
Make as
(as per scope of work)
Per
approved
QAP)
89.
Design mix report
90.
GI pipe (dia .wise)
91.
HDPE Pipe
92.
MSERW Pipe
93.
DI pipe
94.
Cement
Report
Availabili
ty
Status
(yes/No)
Remarks (whether tests are
Conducted as per respective IS code
Provisions or not)
Tests to be conducted as per IS 10262:2009
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications. Not
provided by DIA.
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications.Not
provided by DIA.
Not provided by DIA.
NA
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
Tests conducted as per IS Code IS
Not
provided by 8182:2013 & Frequency of tests to be
conducted as per specifications.Not
DIA.
provided by DIA.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
23of77
95.
Steel
96.
Aggregate/ Sand
97.
Bricks
98.
CC Cube
99.
Water test report
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.NA
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.Not
provided by DIA.
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications.Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
Availability of Register on site:
Material register
Site order book
:Not provided by DIA.
:Not provided by DIA.
Test register/Report :Not Provided by DIA.
Concrete Register
:Not provided by DIA.
Conclusion and Suggestions:








Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
Revision:
Issue 01
Rev:0
DocNo.
QM17















Effective
asof
05.01.2023
Page1
24of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets
shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
Work is stopped
Revision:
Issue 01
Rev:0
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QM17
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asof
05.01.2023
Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
I. Scheme:Hasnawala Water supply Scheme. Block-Bhagwanpur .
General information
Name of scheme/sub scheme
Name of DIA
Sanctioned cost (In Rs.)
Hasnawala Pumping water supply scheme.
(85EE/JJM/2022-23)
MD UJS
187.52 Lacs
Revision:
Issue 01
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DocNo.
QM17
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asof
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Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
164.95 Lacs.
Contract bond cost (in Rs.)
18-07-2022
Date of Start
18-07-2023
Date of completion
45%
Physical progress ( in%)
39.18%
Financial progress (in%)
Sh.Vivek Ravi
Name of EE/AE/JE with Contact No.
Sh. Akhilesh Semwal
Name of TPI Engineer/mobile no.
Pumping.
Type of scheme
1st visit @June-23
Last reported
NA.
ATR provided till date.
Running.
Current status of work(Running/completed)
Any other detail
Physical Progress
S.No.
Item
1.
2.
3.
4.
Pipeline work
FHTC
OHT
Pump House
Proposed
Quantity as per
contract
bond
Total
quantity
Executed till
date
Executed
This month
Remarks
8155
475
01
01
Scope of work /Description of works
S. No
Item Details
Unit
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
1
Following Size of
CI/DI DF sluice valves
A
50 mm
No
B
65 mm
No
C
80 mm
No
03
D
100 mm
No
02
E
125 mm
No
D
150 mm
No
2
Chamber
No
3
Dismantling of CC
pavement
Cum
499.09
4
Excavation in pipe line
Cum
4403.7
5
Construction of Unreinforced, CC
pavement
Providing and laying
of HDPE pipes
Cum
499.09
6
Not
provided
by DIA
01
01
07
As per
Comment
actual
regarding
(MB)
quality of work
Qty.
Not
provided
by DIA
Revision:
Issue 01
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
A
63mm
Mtr.
B
75mm
Mtr.
1487
C
90 mm
Mtr.
213
D
110mm
Mtr.
269
E
140mm
Mtr.
1324
F
160mm
Mtr
10
8
House hold connection
No.
475
100 KL OHT staging
18M)
No.
01
Pump House
No.
01
Boundary wall
Rm
50
9
10
11
4852
Physical Measurement checking status as per scope:
S.
No
.
Item
Unit
As per
tender/co
ntract
bond
Qty.
1.
Pipeline work
Mtr.
8155
2.
FHTC
Nos
475
3.
OHT
Nos
01
4.
Pump House
Nos
01
As per
actual (MB)
%age
complet
ed
Qty.
Qty.
Remarks about quality
-
Compliance for last observations reported
S.
No
1.
Item
Observations last reported
Compliance reported
NA
NA
NA
Material testing status (Lab test/MTC)
S. No.
Name of Material
Make as
(as per scope of work)
Per
100. Design mix report
Report
Remarks (whether tests are
Availabili
Conducted as per respective IS code
ty
Approved
Status
Provision so not)
QAP)
(yes/No)
M-25 & M- No
Tests to be conducted as per IS 10262:2009
30
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.(Reports
Revision:
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Submitted)
101. GI pipe 15mm Dia
No
102. HDPE Pipe-90 mm
No
103. MSERW Pipe
No
104. DI pipe
No
105. Cement
No
106. Steel
No
107. Aggregate/ Sand
No
108. Bricks
No
109. CC Cube
No
110. Water test report
No
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
Tests to be conducted as per IS 4270:2001
Frequency of tests to be conducted as per
specifications.
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications. Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
Availability of Register on site:
Material register
: Not Available at site.
Site order book
: Not Available at site.
Test register/Report : Not Available at site.
Concrete Register
: Not Available at site.
Conclusion and Suggestions:


Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Revision:
Issue 01
Rev:0
DocNo.
QM17





















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Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets
shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
CCI cement is being used at site.
Revision:
Issue 01
Rev:0
DocNo.
QM17
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asof
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Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
90mm Slump observed at site.
Raft foundation found satisfactory
and ready to cast.
Revision:
Issue 01
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DocNo.
QM17
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asof
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Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
VI. Scheme: Aurangabad Water supply Scheme. Block- Bhadrabad.
General information
Aurangabad water supply scheme.
(105/EE./JJM/2022-23)
180.09 Lacs.
Sanctioned cost (In Rs.)
175.06 Lacs.
Contract bond cost(in Rs.)
12-05-2022
Date of Start
11-05-2023
Date of completion
35%
Physical progress(in%)
28%
Financial progress(in%)
Sh. Vinod Kumar
Name of EE/AE/JE with Contact No.
Sh. Akhilesh Semwal
Name of TPI Engineer/mobile no.
Pumping.
Type of scheme
1st visit @June-23
Last reported
No
ATR provided till date.
Current status of work(Running/completed) Running.
Any other detail
Name of scheme/subsch0eme
Physical Progress
S.No
Item
Proposed
Quantity as
per contract
bond
Total
quantity
Executed
till date
Executed
this month
Remarks
1.
OHT
01 Nos.
-
-
Raft Foundation
RCC work
completed.
2.
3.
4.
Pump house
01 Nos
-
9806 Mtr.
-
-
559.00 Nos
-
-
Pipeline work
FHTC
Work is in
progress
Scope of work /Description of works
S. No.
Item Details
1.
I.
Uni
t
As per
DPR
proposal
Qty.
As per
contract
bond
Qty.
As per
actual (MB)
Qty.
Comment regarding
quality of work
4421.00
Not provided
by DIA
Work is in progress
Providing and
laying of pipes
63 mm
Mtr
.
Not
Revision:
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DocNo.
QM17
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75 mm
III.
90 mm
IV.
110 mm
V.
VI.
1400 mm
160 mm
2.
I.
II.
III.
3.
4.
5.
Mtr
.
Mtr
.
Mtr
.
Mtr
.
Mtr
.
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
provided by
DIA
1715.00
2054.00
804.00
484.00
328.00
D.I. Sluice/
Gate valve
50 mm
65 mm
80 mm
House hold
connection
Drilling of
Borehole
600 mm
Pea gravel
Development
of Tube well
CFM Air
compressor
7.
Geological
Survey of site
8.
Supply of
submersible
1x3x16 sq.mm
9.
Supply of
aluminumarmo
red cable 35
sq.mm 3.5 core
10.
C class MS
column pipe
11. MSDI clamp
No
No
No
No
s
Per
Mtr
.
Cu
m
2.00
2.00
1.00
Not
provided by
DIA
559.00
Work not started.
Work not started.
Work not started.
Not provided
by DIA
Work is in progress
150.00
Drilling work
completed.
80.00
Work completed.
Hrs
80.00
Work not started.
Job
1.00
Per
Mtr
100.00
Work not started.
Per
Mtr
40.00
Work not started.
Per
Mtr
42.00
Work not started.
Set
1.00
Work not started.
Job
Cu
m
1.00
Work not started.
6.
set
150 mm
12. G.I. Earth plate
13.
Brick work
14.
15.
Excavation in
soil mixed with
shingle
boulders etc.
Chamber
16. OHT 250kl, 18
m staging
17. Dismantling of
cement
concrete
pavement
Cu
m.
No
s
Per
kl
Cu
m
Work not started.
16.20
Work is in progress
2.00
Work not started.
250.00
Raft foundation RCC
work completed.
343.21
Work is in progress
Revision:
Issue 01
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DocNo.
QM17
18.
19.
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Excavation of
Pipe line
Trenches
Un-reinforced
cement
concrete
pavement
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Cu
m
4412.70
Work is in progress
Cu
m.
341.21
Work is in progress
Physical Measurement checking status as per scope:
S. No.
Item
Unit
As per
tender/contract
bond
As
per
actua
l
(MB)
%age
completed
Remarks about quality
1.
2.
OHT
No.
01
-
10%
Raft Foundation RCC
Work completed &
found as per drawing &
specification.
HDPE
Pipeline
Mtr.
9806.00
-
-
Work is in progress
Compliance for last observations reported
S.
No
1.
Ite
m
Cover blocks
Observations last reported
The cover block is not placed
correctly at the site and is not
inserted into the curing tank.
Compliance reported
Compliance not done
Material testing status (Lab test/MTC)
S. No.
Name of
Material
(as per scope of
work)
Make(as
Per
approved
QAP)
Report
Availabili
ty
Status
(yes/No)
1.
2.
Design mix
report
Yes
(M-25)
Yes
GI pipe (dia.
wise)
Yes
No
Remarks (whether tests are
Conducted as per respective IS code
Provisions or not)
Tests to be conducted as per IS
10262:2009 and IS 456: 2000 &
Frequency of tests to be conducted as per
specifications.
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA
Revision:
Issue 01
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DocNo.
QM17
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asof
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3.
HDPE Pipe
4.
MSERW Pipe
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
TIRUPATI
No
conducted as per specifications.Not
provided by DIA
Yes
No
5.
DI pipe
NA
No
Cement
OPCGrade-43
Birla Uttam
No
6.
7.
8.
Steel
8 mm
10 mm
12 mm
16 mm
SAIL 550D
No
Aggregate/
Sand
Yes
No
Bricks
NA
No
CC Cube
Yes
No
Water test
report
NA
No
9.
10.
11.
Not provided by DIA
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications. Not provided by DIA
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.Test
Reports Submitted
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code
1077:1992 & Frequency of tests to be
conducted as per specifications Not
provided by DIA
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per
IS 456:2000Not provided by DIA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012 Not
provided by DIA
Availability of Register on site:
Material register
Site order book
:Not provided by DIA.
:Not provided by DIA.
Test register/Report :Not provided by DIA
Concrete Register :Not provided by DIA.
Conclusion and Suggestions:






Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to
site for inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public
conveyance locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it
is to be approved from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Revision:
Issue 01
Rev:0
DocNo.
QM17

















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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the
Mixer Machine is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and
deformed MS Sheets shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work
specification. Excavated soil near the edges of the trench should be 300 mm away from the
trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per
specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly
maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Access not provided
to reach at
construction spot
for inspection.
Safety measures not
provided at site.
Revision:
Issue 01
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DocNo.
QM17
Effective
asof
05.01.2023
Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
M-25 mix design.
Test report by
Indian Testing
Laboratory.
M-25 mix design.
Test report by
Indian Testing
Laboratory.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
38of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
I. Scheme: Mubarikpur Alipur Water supply Scheme. Block- Bhadrabad.
General in formation
Name of scheme/subsch0eme
Name of DIA
Sanctioned cost(InRs.)
Contract bond cost(in Rs.)
Date of Start
Date of completion
Physical progress(in%)
Financial progress(in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Note-Work not started yet.
Mubarikpur Alipur Pumping water supply
scheme.
MD UJS
178.36Lacs.
150.5
0%
0%
Sh. Deepak bhatt.
Sh. Pervez
Pumping.
1st visit @June-23
NA.
Running.
-
Physical Progress
S.No.
Item
1
OHT staging 18
mtr.
3.
Pipeline work
Proposed
Quantity as per
contract
bond
Total
quantity
Executed till
date
Executed
This month
Remarks
Scope of work /Description of works
S. No
1.
2.
3.
4.
5.
6.
Item Details
Unit
Construction of
Boundary wall
Rmt.
MS Gate
Excavation in soil
mixed with shingle
boulders etc.
MSERW pipe
150 mm
D.I. Sluice/ Gate Valve
150 mm dia
No.
Cum.
Chamber
No
As per
DPR
proposal
Qty.
Not
provided
by DIA
As per
contract
bond Qty.
As per
actual
(MB)
Qty.
Not
provided
by DIA
Comment
regarding
quality of work
Work not started.
Work in progress
Mtr.
No
Not
provided
by DIA
Work completed.
Work in progress
Work in progress
Revision:
Issue 01
Rev:0
DocNo.
QM17
7.
8.
9.
Effective
asof
05.01.2023
Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
OHT 250kl, 18m
staging
Dismantling of CC
pavement
Cum
Excavation in pipe line
Not
provided
by DIA
Mtr.
10. Construction of Unreinforced, CC
pavement
11. Providing and laying of
HDPE pipes
I. 63 mm
12.
Bottom dome
RCC completed.
Work in progress
Per Kl
Work in progress
Work in progress
Cum
House hold connection
Mtr.
Work in progress
No.
Work in progress
Physical Measurement checking status as per scope:
S.
No
.
Item
Unit
1
OHT
No.
2.
HDPE Pipeline
Mtr.
As per
tender/co
ntract
bond
Qty.
As per
actual (MB)
%age
complet
ed
Qty.
Qty.
Remarks about quality
Bottom Dome RCC work
completed.
Work in progress.
Compliance for last observations reported
S.
No
1.
Item
NIL
Observations last reported
NIL
Compliance reported
NIL
Material testing status (Lab test/MTC)
S. No.
Name of Material
Make as
(as per scope of work)
Per
111. Design mix report
112. GI pipe (dia. wise)
113. HDPE Pipe
Report
Remarks (whether tests are
Availabili
Conducted as per respective IS code
ty
approved
Status
Provisions or not)
QAP)
(yes/No)
No
Tests to be conducted as per IS 10262:2009
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.
No
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
No
Tests conducted as per IS Code IS 4984
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
40of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
(1995) & Frequency of tests to be
conducted as per specifications.Not
provided by DIA.
No
Not provided by DIA.
114. MSERW Pipe
115. DI pipe
No
116. Cement
No
117. Steel
No
118. Aggregate/ Sand
No
119. Bricks
No
120. CC Cube
No
121. Water test report
No
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.Not
provided by DIA.
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications.Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
Availability of Register on site:
Material register
Site order book
:Not provided by DIA.
:Not provided by DIA.
Test register/Report :Not Provided by DIA.
Concrete Register
:Not provided by DIA.
Conclusion and Suggestions:







Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Revision:
Issue 01
Rev:0
DocNo.
QM17
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets
shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
I. Scheme:Sisona Water supply Scheme. Block-Bhagwanpur .
General information
Name of scheme/sub scheme
Name of DIA
Sanctioned cost (In Rs.)
Contract bond cost (in Rs.)
Date of Start
Date of completion
Physical progress (in%)
Financial progress (in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Sisona Pumping water supply scheme.
(85EE/JJM/2022-23)
MD UJS
175.82 Lacs.
02-05-2022
03-05-2023
70%
54%
Sh.Vivek Ravi
Sh. Pervez
Pumping.
1st visit @June-23
NA.
Running.
-
Physical Progress
S.No.
Item
1.
Pipeline work
Proposed
Quantity as per
contract
bond
7404
Total
quantity
Executed till
date
Executed
This month
4500
2500
Remarks
Work in
progress
Revision:
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2.
FHTC
3.
OHT
4.
Pump House
471
01
01
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
410
60
Work in
progress
01
01
Work in
progress
01
01
Work in
progress
Scope of work /Description of works
S. No
Item Details
Unit
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
1
Following Size of
CI/DI DF sluice valves
A
50 mm
No
07
B
65 mm
No
01
C
80 mm
No
03
D
100 mm
No
02
E
125 mm
No
01
D
150 mm
No
01
F
200 mm
No
01
G
Air valve-25mm dia
No
02
2
Chamber
No
19
3
Dismantling of CC
pavement
Cum
4
Excavation in pipe line
Cum
5
Construction of Unreinforced, CC
pavement
Providing and laying
of HDPE pipes
6
Not
provided
by DIA
380.31
3803.07
Cum
380.31
A
63mm
Mtr.
4545
B
75mm
Mtr.
884
C
90 mm
Mtr.
681
D
110mm
Mtr.
607
E
140mm
Mtr.
488
F
180mm
Mtr
199
7
250KL OHT Staging
18m
No.
8
House hold connection
No.
471
9
Pump House
No.
01
10
Boundry wall
Rm
50
01
As per
Comment
actual
regarding
(MB)
quality of work
Qty.
Not
provided
by DIA
Revision:
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Physical Measurement checking status as per scope:
S.
No
.
Item
Unit
As per
tender/co
ntract
bond
Qty.
As per
actual (MB)
%age
complet
ed
Qty.
Qty.
60%
Remarks about quality
1.
Pipeline work
Mtr.
7404
2.
FHTC
Nos
471
70%
3
OHT
Nos
01
80%
Work is stopped.
4
Pump House
Nos
01
80%
-
-
Compliance for last observations reported
S.
No
1.
Item
Observations last reported
Compliance reported
NA
NA
NA
Material testing status (Lab test/MTC)
S. No.
Name of Material
Make as
(as per scope of work)
Per
122. Design mix report
123. GI pipe 15mm Dia
124. HDPE Pipe-90 mm
125. MSERW Pipe
126. DI pipe
127. Cement
Report
Remarks (whether tests are
Availabili
Conducted as per respective IS code
ty
Approved
Status
Provision so not)
QAP)
(yes/No)
M-25 & M- No
Tests to be conducted as per IS 10262:2009
30
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.(Reports
Submitted)
No
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
No
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
No
Tests to be conducted as per IS 4270:2001
Frequency of tests to be conducted as per
specifications.
No
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
No
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
Revision:
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
conducted as per specifications.
128. Steel
No
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.
129. Aggregate/ Sand
No
130. Bricks
No
131. CC Cube
No
132. Water test report
No
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications. Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
Availability of Register on site:
Material register
: Not Available at site.
Site order book
: Not Available at site.
Test register/Report : Not Available at site.
Concrete Register
: Not Available at site.
Conclusion and Suggestions:













Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets
shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Revision:
Issue 01
Rev:0
DocNo.
QM17
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
Railing found damaged.
Revision:
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Rev:0
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asof
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Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Undulation observed in beam.
Without rectification paint applied.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Droplet not provided in plaster of
Chajja.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
48of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
OPC 43Grade Birla Uttam
Cement Test report by Indian
Testing Laboratory.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
49of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
M-30 Mix DesignTest report
by Indian Testing Laboratory.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
50of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
M-30 Mix Design Test report
by Indian Testing Laboratory.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
51of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
10 mm Aggregate Test report
by Indian Testing Laboratory.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
52of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
10 mm Aggregate Test report
by Indian Testing Laboratory.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
53of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
20 mm Aggregate Test report
by Indian Testing Laboratory.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
54of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
20 mm Aggregate Test report
by Indian Testing Laboratory.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Corse sandTest report by
Indian Testing Laboratory.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
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XIX.
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Fine Aggregate (Corse
sand)Test report by Indian
Testing Laboratory.
Scheme:IbrahimpurDehPumping water Supply
scheme, Block-Roorkee.
Generalinformation
Revision:
Issue 01
Rev:0
DocNo.
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asof
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
IbrahimpurDehPumpingwater supply
Nameofscheme/subscheme
scheme.
177.96 Lacs.
Sanctionedcost (InRs.)
NotprovidedbyDIA.
Contractbondcost (inRs.)
NotprovidedbyDIA.
DateofStart
NotprovidedbyDIA.
Dateofcompletion
10%
Physical progress(in%)
40%
Financialprogress(in%)
Sh.HimanshuTyagi (A.A.E.)
NameofEE/AE/JEwith ContactNo.
Sh.HimanshuKaushik.
Nameof TPIEngineer/mobileno.
Pumpingwater supplyscheme.
Typeofscheme
2ndVisit Report.
Lastreported
Nil.
ATRprovidedtilldate.
currentstatusofwork(Running/completed Running.
)
Anyotherdetail
PhysicalProgress
S.N
o
1
Proposed Totalquant
Quantity
ityExecute
aspercont d tilldate
ractbond
Item
OHT200KL, 18
mstaging.
01No.
-
Execute
dthismo
nth
Remarks
Work is on hold
Work is
inprogress due to lack of
upto column manpower.
above raft
foundation.
Scopeofwork/Descriptionofworks
S.No
ItemDetails
Unit
1. Providingand
layingof pipes
63mm
Mtr.
S.No
75mm
Mtr.
90 mm
Mtr.
110 mm
Mtr.
ItemDetails
Unit
pipeline
Asper
DPR
propos
alQty.
Asper
contract
bondQt
y.
Not
provided
Notpro
vided
Not
provided
Not
provided
As per
DPRprop
osal
Qty.
Not
provided
Notpro
vided
Not
provided
Not
provided
As
percon
tract
bond Qty.
Asper
actual
(MB)Qty.
Comment
regarding
qualityof work
Worknotstarted.
As
peractual
(MB)
Qty.
Commentrega
rdingquality
of work
Revision:
Issue 01
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DocNo.
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asof
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3. Valves
80mm
100mm
4. Airvalve
25mmdia
5. OHT350KL,
18mstaging.
6.
7.
8.
9.
House
holdconn
ection
Roadcutting
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Not
Not
provided
provided
Nos.
Not
Not
provided
provided
Nos.
Not
Not
provided
provided
Nos.
Not
Not
provided
provided
No.
Notpro
Notpro
vided
vided
Nos.
cum
Road
Cum
reinstatement
Constructiono
Each
f
pumphouse
10. Risingmain
Mtr
11. Boundarywall Nos
Notpro
vided
Notpro
vided
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Notpro
vided
Notpro
vided
Qualityof workis
as
perspecifica
tions.
Worknotstarted.
Worknotstarted.
Procurement
pending.
Worknot started.
PhysicalMeasurementcheckingstatusasperscope:
S.
No
1.
Item
Unit
OHT200KL,18
metrestaging
No.
As
pertend
er/contr
actbond
Qty.
01
As
perac
tual(
MB)
Qty.
%agecom
pleted
Remarksab
outquality
Qty.
Notprov
ided
10%
Qualityofworkisa
sperspecification
s.
Complianceforlastobservationsreported
S.
No
1.
Item
NIL
Observationslastreported
NIL
Compliancereported
NIL
Revision:
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asof
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Materialtesting status(Labtest /MTC)
S.
Make:
Nameof Material
Reportav
ailability
AsPerper
approved
QAP
no
conducted
asperrespectiveIScode)
1.
Designmix report Yes
Yes
2.
GIpipe (dia.wise) NA
NA
3.
HDPEPipe
NA
NA
4.
DIpipe
NA
NA
5.
Cement
Birla Uttam Yes
6.
Steel
Sail
Yes
7.
Aggregate
Yes
Yes
8.
Bricks
Yes
Yes
9.
CC Cube
Yes
No
10.
Watertestreport Yes
No
11.
NDTtest(ifany)
NA
Remarks(whether testsare
NA
Tests to be conducted as per
IS10262:2009andIS456:200
0&
Frequencyofteststobeconducteda
sperspecifications.
TeststobeconductedasperIS1239
(Part I):2004&IS:10748:2004with
Amnd-5,Grade2
TestsconductedasperISCodeIS498
4(1995) &Frequencyof tests to be
conductedasperspecifications.
TestsconductedasperISCode IS8329
&Frequencyofteststobeconductedas
perspecifications.
TestsconductedasperISCodeIS
8182:2013 & Frequency of tests
to beconductedas per
specifications.
TestsconductedasperISCodeIS
1786:2008 & Frequency of tests
to beconductedas per
specifications.
TestsconductedasperISCodeIS
383:2016&Frequencyofteststobe
conductedas per specifications.
TestsconductedasperISCode
1077:1992 & Frequency of tests
to beconductedas per
specifications.
As per IS Code IS 10086:1982
&Frequencyofteststobeconducted
as
perIS456:2000.Test reports not
provided for Raft foundation by DIA.
TestreportnotprovidedbyDIAandt
eststo beconducted asperIS
10500:2012
NA
Revision:
Issue 01
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asof
05.01.2023
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Availabilityof Registeronsite:
Material register
:Not provided by
DIA.Siteorderbook :Not
provided
by
DIA.Testregister
provided
by
:Not
DIA.ConcretingRegister:Not
providedbyDIA,
ConclusionandSuggestions:
-
Batch Report no. to be provided in the HDPE Pipe Available at site as per
Test reportssubmitted .
Work is on hold due to lack of manpower.
Backfilling should be done in layers and proper compaction should be done in
mechanicalmeans.
Note: All concrete mixers to be attached with Weigh Batcher machine and
volumetricconcretearenot acceptable.
PhotographsofInspection
Comm
ents
OHT work done upto
column second lift
above raft foundation.
Work on hold from
more than two months.
Revision:
Issue 01
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DocNo.
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asof
05.01.2023
Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Covering not provided
over the boring well
pipe.
SAIL Steel used at
site.
OHT work is on hold
from 2 months due to
lack of labour.
Revision:
Issue 01
Rev:0
DocNo.
QM17
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asof
05.01.2023
Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Drawing of OHT.
M-25 Design mix.
Revision:
Issue 01
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DocNo.
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asof
05.01.2023
Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Cement test report
from external lab.
Coarse sand test
report from external
lab.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
64of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
10 mm aggregate test
report from external
lab.
20 mm aggregate test
report from external
lab.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
65of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Steel 8mm dia. test
report from external
lab.
Steel 10 mm dia. test
report from external
lab.
Revision:
Issue 01
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DocNo.
QM17
Effective
asof
05.01.2023
Page1
66of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Steel 12 mm dia. test
report from external
lab.
Steel 16 mm dia. test
report from external
lab.
cheme: BeldiSalhapur Water supply Scheme. Block-
Revision:
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asof
05.01.2023
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Roorkee.Generalinformation
Nameofscheme/subscheme
Sanctioned cost(InRs.)
Contractbondcost(inRs.)
DateofStart
Dateofcompletion
Physical progress(in%)
Financialprogress(in%)
NameofEE/AE/JEwith Contact No.
NameofTPIEngineer/mobileno.
Type ofscheme
Lastreported
ATRprovidedtilldate.
current statusofwork(Running/completed)
Anyotherdetail
Beldi Salhapur Pumping water supply
scheme.
(86/EE./JJM/2021-22)
177.48Lacs.
166.58Lacs.
02-05-2022
03-05-2023
95 %
70%
Sh.HimanshuTyagi
Sh.HimanshuKaushik,AdityaThapliyal
Pumping.
05-01-2023
Not provided till date.
Running.
-
PhysicalProgress
S.No
Proposed
Quantityasper
contractbond
Item
Totalquan
tityExecut
edtilldate
Executed
thismont
h
Remarks
1
OHT150KL,18m
Staging
01No.
01No.
-
OHT
Structure
work
completed.
Paint and
railing work
in progress.
2
Pumphous
e
Boundary
wall
01No
01No.
-
60 m
60m
-
Paint work
in progress.
Plaster
work in
progress.
3.
Scopeofwork/Descriptionofworks
S.No
1.
I.
ItemDetails
Unit
Providingand
layingof pipes
63 mm
Mtr.
As
perD
PR
propos
alQty.
5027
As
percontract
bondQty.
5027
As
peractual
(MB)Qty.
Commentre
gardingquali
tyofwork
Work is in progress.
Revision:
Issue 01
Rev:0
DocNo.
QM17
S.No
II.
III.
IV.
V.
VI.
2.
3.
I.
II.
III.
IV.
V.
4.
5.
6.
7.
Effective
asof
05.01.2023
Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
ItemDetails Unit
As
As
As
perD
percontract peractual
PR
bondQty.
(MB)Qty.
propos
alQty.
75 mm
Mtr.
540
540
Notprovid
90 mm
Mtr.
248
248
ed byDIA.
110 mm
Mtr.
168
168
140 mm
Mtr.
440
440
160 mm
Mtr.
15
15
Excavationof Cubic.
20.56
20.56
pipeline
M
Valves
50 mm
Nos.
09
09
65 mm
Nos.
03
03
80 mm
Nos
02
02
100mm
Nos.
01
01
125mm
Nos.
01
01
Airvalve
Nos.
02
02
25mmdia
Household
Nos
502
502
connection
Cum
Roadcutting
394.0
394.0
1
1
Cum.
Roadreinst
atement
8.
Tubewell
Job
9.
Pumpingplant Each
10.
Servovoltage
Job
stabilizer
Electrification
of tube well
Job
&pumphous
e
11.
12.
Construction
ofpumphous
e
13.
RCC
overHea
dTank,
394.0
1
394.0
1
01
01
01
01
01
01
01
01
Notprovid
ed byDIA.
Commentre
gardingquali
tyofwork
Work is
inprogre
ss.
.
Workin
progress.
Work in
progress.
Workisin
progress.
Workisin
progress.
Hydrostatict
esting is to
bedone
beforestarti
ngreinstate
ment
work.
Workisin
progress.
Worknotstarte
d.
Worknotstarte
d.
Worknotstarte
d.
Each
01
01
Paint
Work is
inprogre
ss.
Each
01
01
OHT structure
work completed
.Paint work in
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
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150KL OHT
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
progress.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
70of77
S.No ItemDetails
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Unit
As
As
As
perD
percontract peractual
PR
bondQty.
(MB)Qty.
propos
alQty.
Commentre
gardingquali
tyofwork
staging18
mtr.
14.
15.
Risingmain
Mtr
Boundarywall Mtr.
27
60
Worknotstarted
Plaster work in
progress.
27
60
PhysicalMeasurementcheckingstatusasperscope:
S
.
N
o.
1
2.
Item
Unit
OHT 150KL, 18 m
Staging
As
pertend
er/contr
actbond
Qty.
As
perac
tual(
MB)
Qty.
%age
compl
e ted
Qty.
No
01
-
80%
Mtr.
6438
-
70%
No.
01
-
80 %
60 m
-
HDPEPipeline
3.
PumpHouse
4.
Boundary wall
M
Remarksaboutquality
OHT paint work in
progress.
Hydrostatic testing to
be done before
reinstatement work.
Quality of work is as per
specifications.
70% Quality of work is as per
specifications.
Complianceforlastobservationsreported
S.
No
1.
Item
NIL
Observationslastreported
NIL
Compliancereported
NIL
Revision:
Issue 01
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Materialtesting status(Labtest /MTC)
S.
Nameof Material
no
(asperscopeo
fwork)
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
Make(as
Report
Per
availability
Remarks(whethertestsar
e
conductedasperrespectiveI
Scode
provisionsornot)
approved
Status
QAP)
(yes/No)
Yes
Designmix report Yes
Tests to be conducted as per
IS10262:2009andIS456:200
0&
Frequencyofteststobeconductedas
perspecifications.
No
GIpipe (dia.wise) Yes
Tests to be conducted as per IS
1239(Part
I):2004&IS:10748:2004with
Amnd-5,Grade2
APOLLO No
HDPEPipe
Tests conductedas
perISCodeIS4984(1995)&Frequenc
yofteststobe
conducted as per specifications.
TestReportsNot Submitted.
NA
No
TestsconductedasperISCodeIS
DIpipe
8329 & Frequency of tests to
beconductedasperspecificati
ons.
BirlaUttam Yes
Cement
Tests conducted as per IS Code
IS8182:2013&Frequencyofteststo
be
conductedasperspecifications.
Yes
Yes
Steel
Tests conducted as per IS Code
IS1786:2008&Frequencyofteststo
be
conductedasperspecifications.
Yes
Aggregate/Sand Yes
Tests conducted as per IS Code
IS383:2016&Frequencyofteststo
be
conductedasperspecifications.
Yes
Yes
Bricks
Testsconductedas per
ISCode1077:1992&Frequencyofte
ststobe
conductedasperspecifications.
Yes
NO
CC Cube
As per IS Code IS 10086:1982
&Frequencyofteststobeconducteda
s
per IS456:2000 Not provided of
staircase ,bottom dome ,vertical
wall and top dome.
Yes
Watertestreport Yes
Testreportnotprovided
byDIAandteststo beconducted
asperIS
10500:2012TestReportsprovided
Revision:
Issue 01
Rev:0
DocNo.
QM17
11.
Effective
asof
05.01.2023
Page1
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NDTtest(ifany)
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
NA
NA
NA
Revision:
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asof
05.01.2023
Page1
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Availabilityof Registeronsite:
Material register :
Not provided by
DIA.Siteorderbook
:Not
provided
by DIA.Testregister
:Not
provided
by DIA.ConcreteRegister:Not provided
byDIA.
ConclusionandSuggestions:
- Testregisterstobemaintainedatsite.
- Work is on hold from one month.
- Backfilling should be done in layers and proper compaction should be done in
mechanicalmeansforpipelineand OHT work.
- Note: All concrete mixers to be attached with Weigh Batcher machine and volumetric
concreteisnot acceptable.
PhotographsofInspection
Comment
s
Double coat of paint completed for
the OHT structure.
Work is on hold from one month.
Revision:
Issue 01
Rev:0
DocNo.
QM17
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asof
05.01.2023
Page1
74of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Railing work of OHT completed.
Clamps in ms-angle are missing
at some places.
Brickwork of chamber is not in
plumb.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
75of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Pedestal platform checked and
found as per standard and
specification.
Poor workmanship observed in
brickwork of chamber.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
76of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
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Drawing for OHT .
Backfilling work on hold from more
than month.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
77of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Pump house paint work completed
but requires repair on some places.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
78of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Raft foundation cube test reports
for 28 days.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
79of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Column 1st lift cube test reports from
external lab.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page1
80of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Brace 1st cube test reports from
external lab.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
181 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
10mmsteeltestreportfromexternal lab.
8mmsteeltestreportfromexternal lab.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
182 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
16mmsteeltest reportfromexternallab.
Revision:Iss
ue 01
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Doc No.
QM 20
Effective as
of
17.05.2023
Page
183 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
12mm steel bartest report.
Bricktestreportfromexternallab.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
184 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Sandtestreportfromexternallab.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
185 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Bricktestreportfromexternallab.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
186 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Cementtestreportfrom externallab.
Aggregate 10 mm test report
fromexternallab.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
187 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Aggregate 10 mm test report
fromexternallab.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
188 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Soiltest reportprovided byDIA.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
189 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
DrawingsforOHTwork.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
190 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
DrawingsforOHTwork.
Revision:Iss
ue 01
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Doc No.
QM 20
Effective as
of
17.05.2023
Page
191 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Drawingfor OHTwork.
5 Scheme: Sajanpur Peeli Water supply Scheme. Block- Bhadrabad.
General information
Name of scheme/subsch0eme
Sanctioned cost (In Rs.)
Contract bond cost (in Rs.)
Date of Start
Date of completion
Physical progress (in%)
Financial progress (in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Sajanpur Peeli Pumping water supply scheme.
(82/EE./JJM/2022-23)
153.53 Lacs.
142.66 Lacs.
29-04-2022
28-04-2023
30%
21%
Sh. Deepak Bhatt
Sh. Akhilesh Semwal
Pumping.
1st visit @June-2023
No
Running.
-
Revision:Iss
ue 01
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Doc No.
QM 20
Effective as
of
17.05.2023
Page
192 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Physical Progress
S.No
Item
Proposed
Quantity as per
contract
bond
Total quantity
Executed
till date
Executed
this
month
5.
OHT 150Kl, 14m
staging.
01 Nos.
01
01
6.
Pump house
01 Nos.
-
-
7.
8.
Pipeline work
FHTC
12759m
-
-
440.00 Nos
-
-
Remarks
2nd Brace rcc
work completed
Work not
started.
Work in progress
Work in progress
Scope of work /Description of works
S.
no.
1.
I
II
III
IV
2.
I.
3.
I.
II.
III.
4.
5.
6.
7.
8.
10.
11.
12.
Item Details
Unit
As per
DPR
proposal
Qty.
Providing and laying of
pipes
63 mm
75 mm
90 mm
110 mm
Mtr.
Mtr.
Mtr.
Mtr.
7871.00
3152.00
602.00
1136.00
7871.00
3152.00
602.00
1136.00
150 mm
D.I. Sluice/ Gate valve
50 mm
80 mm
150 mm
Mtr.
92.00
92.00
No
No
No
1.00
1.00
1.00
1.00
1.00
1.00
House hold connection
Nos
440.00
440.00
Drilling of Borehole
Per Mtr.
100.00
100.00
Per Mtr
40.00
40.00
Per Mtr
60.00
60.00
Cum
85.00
85.00
Job
1.00
1.00
Per Mtr
50.00
50.00
Per Mtr
15.00
15.00
As per
contract bond
Qty.
As per
actual
(MB)
Qty.
Comment
regarding
quality of
work
Not
provided
by DIA
Work is in
progress
D.I. Pipe S&S K-7
MSERW fin cut plain
pipe 300 mm dia
MSERW fin cut
solotted pipe
300 mm dia
Pea gravel
Geological Survey of
site
Supply of submersible
1x3x16 sq.mm
Supply of aluminum
armored cable 35
Work not
started.
Work is in
progress
Drilling work
completed.
Work
completed.
Work
completed.
Not
provided
by DIA
Work
completed.
Work not
started.
Work not
started.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Page
193 of 112
S.
no.
13.
15.
16.
17.
18.
19.
20.
21.
23.
24
25.
26.
27.
28.
29.
Unit
As per
DPR
proposal
Qty.
As per
contract bond
Qty.
Per Mtr
42.00
42.00
G.I. Earth plate
Job
1.00
1.00
Earth work in
excavation by
mechanical means /
manual means
Cum
20.56
20.56
Brick work
Cum
13.70
13.70
CC Flooring
Sqm
41.00
41.00
Nos
1.00
1.00
Cum
17.69
17.69
Mtr.
5.44
5.44
Work is in
progress
No
1.00
1.00
Work not
started.
No
1.00
1.00
Work not
started.
Chamber
Nos
6.00
6.00
OHT 150kl, 14m
staging
Per kl
150.0
150.0
Item Details
sq.mm 3.5 core
C class MS column
pipe
Electrification of pump
house
Excavation of pipe line
Trenches
Excavation in soil
mixed with shingle
boulders etc.
D.I. Sluice/ Gate valve
Pressure 1.6 100mm dia
D.I. Non Return valve
Pressure 1.6
100mm dia
Dismantling of flexible
pavement
Dismantling of cement
concrete pavement
Excavation of Pipe line
Trenches
As per
actual
(MB)
Qty.
Work not
started.
Work not
started.
Work is in
progress
Work not
started.
Work not
started.
Work not
started.
Work is in
progress
Not
provided
by DIA
Cum
5.40
5.40
Cum
68.64
68.64
Cum
4552.68
4552.68
Comment
regarding
quality of
work
Work not
started.
1St Brace
RCC work
completed.
Work is in
progress
Work is in
progress
Work is in
progress
Physical Measurement checking status as per scope:
S.
No
.
Item
Unit
1
OHT
No.
As per
tender/co
ntract
bond
Qty.
01
As per
actual (MB)
%age
complet
ed
Remarks about quality
Qty.
-
Qty.
30%
OHT work done upto 2nd
Revision:Iss
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Effective as
of
17.05.2023
Rev: 0
Doc No.
QM 20
Page
194 of 112
2.
HDPE Pipeline
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Mtr.
2825
-
-
brace & found as per
drawing &specification.
Work is in progress
Compliance for last observations reported
S.
No
Item
1.
OHT
2
Concrete cube
Observations last reported
OHT 1st brace work in progress. Its
observed that workers were not
wearing Safety PPEs.
Curing tank for cubes at
site.Curing tank is not being
cleaned.
Compliance reported
Compliance not done
Compliance not done
Material testing status (Lab test /MTC)
S. No. Name of Material
(as per scope of
work)
12.
13.
Make(as
Report
Remarks (whether tests are
Per
Availability
Conducted as per respective IS code
approved
QAP)
Status
(yes/No)
Provisions or not)
Design mix
report
Yes
Yes
GI pipe (dia.
wise)
Yes
No
HDPE Pipe
Yes
No
MSERW Pipe
Yes
No
14.
15.
16.
DI pipe
NA
No
Cement
OPCGrade-43
Birla Uttam
Yes
17.
18.
Steel
8 mm
10 mm
12 mm
TATA
Yes
Tests to be conducted as per IS 10262:2009
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications.Not
provided by DIA
Not provided by DIA
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications. Not provided by DIA
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.Test
Reports Submitted
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
195 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
16 mm
19.
Aggregate/ Sand
Yes
Yes
Bricks
NA
No
CC Cube
Yes
No
Water test report
NA
No
20.
21.
22.
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications Not provided by DIA
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000Not provided by DIA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012 Not
provided by DIA
Availability of Register on site:
Material register
Site order book
:Not provided by DIA.
:Not provided by DIA.
Test register/Report :Not provided by DIA
Concrete Register
:Not provided by DIA.
Conclusion and Suggestions:
 Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to
site for inspection.
 Safety PPEs Kit is must at site for the construction workers
 Safety Display boards & Barricades must be displayed at all work places near the public
conveyance locations.
 Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is
to be approved from the Engineer in charge and as per CPWD specifications.
 Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
 Binding wire to be used is to be between 16 – 18 gauges.
 Mix design is to be approved by the Engineer in charge before being used at site.
 Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the
Mixer Machine is to be done.
 Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and
deformed MS Sheets shouldn’t be used and removed.
 Shuttering oil to be placed before placing of reinforcement.
 Cover Blocks to be placed properly.
 Curing of the structure and brick masonry to be done as per IS Code 456
 TPIA should be informed before any major activity to be started.
 Proper depth and width to be maintained of the Trench for pipeline work as per work
Revision:Iss
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Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
196 of 112









TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
specification. Excavated soil near the edges of the trench should be 300 mm away from the
trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per
specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly
maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
Access not provided to
reach at working spot.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
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TUV SUD SOUTH ASIA
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Birla Uttam cement is being
used at site.
Revision:Iss
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Rev: 0
Doc No.
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of
17.05.2023
Page
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TUV SUD SOUTH ASIA
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Coarse Aggregate 40mm.
Test report from Reliable
Test House.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
199 of 112
TUV SUD SOUTH ASIA
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Coarse Aggregate 20mm.
Test report from Reliable
Test House.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
200 of 112
TUV SUD SOUTH ASIA
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Coarse Aggregate 10mm.
Test report from Reliable
Test House.
Revision:Iss
ue 01
Rev: 0
Doc No.
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Effective as
of
17.05.2023
Page
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TUV SUD SOUTH ASIA
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House TMT bar 16 mm Dia.
Test report from Reliable
Test.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
202 of 112
TUV SUD SOUTH ASIA
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House TMT bar 12 mm Dia.
Test report from Reliable
Test.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
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TUV SUD SOUTH ASIA
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House TMT bar 10 mm Dia.
Test report from Reliable
Test.
Revision:Iss
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Doc No.
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17.05.2023
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TUV SUD SOUTH ASIA
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House TMT bar 08 mm Dia.
Test report from Reliable
Test.
Revision:Iss
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Doc No.
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Effective as
of
17.05.2023
Page
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TUV SUD SOUTH ASIA
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M-25 Design mix. Test
report from Reliable Test.
Revision:Iss
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Doc No.
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TUV SUD SOUTH ASIA
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Sieve Analysis 10 mm
Corse Aggregate. Test
report from Reliable Test.
Revision:Iss
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Doc No.
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M-25 Design mix. Test
report from Reliable Test.
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TUV SUD SOUTH ASIA
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I. Scheme: Shyampur Nauragabad pumping Water supply Scheme. Block- Laksar.
General information
Name of scheme/sub scheme
Name of DIA
Sanctioned cost (In Rs.)
Contract bond cost (in Rs.)
Date of Start
Date of completion
Physical progress (in%)
Financial progress (in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Shyampur Naurangabad Pumping water supply
scheme. (84 EE/JJM/2022-23)
MD UJS
150.17Lacs.
140.99 Lacs.
55%
48%
Sh. Badmoda
Sh. Akhilesh Semwal
Pumping.
1st visit @June-23
No
Running.
-
Physical Progress
S.No.
1
2
3
4
Item
Proposed
Quantity as per
contract
Bond
Total
quantity
Executed till
date
Executed
This month
01
01
01
OHT 150kl, 18m
staging
Pipeline work
FHTC
Pump House
Remarks
Work in
progress
17278
559
01
Scope of work /Description of works
S. No
1
2
Item Details
Unit
Construction of
Boundary wall
Rmt.
MS Gate
No.
As per
DPR
proposal
Qty.
Not
provided
by DIA
As per
contract
bond Qty.
As per
actual
(MB)
Qty.
Not
provided
Comment
regarding
quality of work
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Excavation in soil
mixed with shingle
boulders etc.
MSERW pipe
125 mm
D.I. Sluice/ Gate Valve
100 mm dia
Following size of
CI/DI DF sluice valves
Cum.
A
3
4
by DIA
23.13
Mtr.
35
No
02
50 mm
No
01
B
80 mm
No
02
C
150 mm
No
02
7
Chamber
No
06
8
OHT 200kl, 18m
staging
Dismantling of CC
pavement
Per Kl
01
5
6
9
Not
provided
by DIA
Cum
10 Excavation in pipe line
Cum
Not
provided
by DIA
84.96
6332.91
11 Construction of Unreinforced, CC
Cum
pavement
12 Providing and laying of
HDPE pipes
A 63 mm
Mtr.
7715
B
75 mm
Mtr.
5478
C
90 mm
Mtr.
1973
D
110 mm
Mtr.
1832
E
125 mm
Mtr.
280
House hold connection
No.
559
13
Physical Measurement checking status as per scope:
S.
No
.
Item
Unit
1
2
3.
OHT 200kl, 18m staging
Pipeline work
FHTC
No.
No.
Mtr.
4
Pump house
No.
As per
tender/co
ntract
bond
Qty.
01
17278
As per
actual (MB)
%age
complet
ed
Qty.
559
Qty.
80%
-
01
-
Compliance for last observations reported
Remarks about quality
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S.
No
1.
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Item
No
Observations last reported
No
Compliance reported
No
Material testing status (Lab test/MTC)
S. No.
Name of Material
Make as
(as per scope of work)
Per
133. Design mix report
134. GI pipe (dia. wise)
135. HDPE Pipe
136. MSERW Pipe
137. DI pipe
Report
Remarks (whether tests are
Availabili
Conducted as per respective IS code
ty
approved
Status
Provision so not)
QAP)
(yes/No)
M25
Yes
Tests to be conducted as per IS 10262:2009
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.
No
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
No
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
No
Not provided by DIA.
No
138. Cement
Birla Uttam Yes
139. Steel
Tata Tiscon Yes
140. Aggregate/ Sand
Yes
141. Bricks
No
142. CC Cube
No
143. Water test report
No
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications. Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
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Availability of Register on site:
Material register
Site order book
: Not provided by DIA.
: Not provided by DIA.
Test register/Report: Not Provided by DIA.
Concrete Register
: Not provided by DIA.
Conclusion and Suggestions:























Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets
shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
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TUV SUD SOUTH ASIA
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Work is stopped
Depth of trench
observed 780mm.
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TUV SUD SOUTH ASIA
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Make of HDPE pipe
is “Vectus”.
XX.
Scheme: SadhauliPumping water Supply scheme,
Block-Roorkee.
Generalinformation
Nameofscheme/subscheme
Sanctionedcost (InRs.)
Contractbondcost (inRs.)
DateofStart
Dateofcompletion
SadhauliPumpingwater supply
scheme.
143.69Lacs.
Not provided by DIA.
NotprovidedbyDIA.
NotprovidedbyDIA.
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10%
Physical progress(in%)
Financialprogress(in%)
Sh.Vivek Ravi (A.A.E.)
NameofEE/AE/JEwith ContactNo.
Sh.HimanshuKaushik, AdityaThapliyal
Nameof TPIEngineer/mobileno.
Pumpingwater supplyscheme.
Typeofscheme
1stVisit Report.
Lastreported
Nil.
ATRprovidedtilldate.
currentstatusofwork(Running/completed Running.
)
Anyotherdetail
PhysicalProgress
S.N
o
1
Proposed Totalquant
Quantity
ityExecute
aspercont d tilldate
ractbond
Item
HDPE Pipeline
Not
Not
provided provided
by DIA. by DIA.
Execute
dthismo
nth
Remarks
-
HDPE Pipes
not stocked
properly at site
which may
result in
damage of
pipes.
Scopeofwork/Descriptionofworks
S.No
ItemDetails
Unit
1. Providingand
layingof pipes
63mm
Mtr.
S.No
75mm
Mtr.
90 mm
Mtr.
110 mm
Mtr.
ItemDetails
Unit
pipeline
3. Valves
Asper
DPR
propos
alQty.
Asper
contract
bondQt
y.
Not
provided
Notpro
vided
Not
provided
Not
provided
As per
DPRprop
osal
Qty.
Not
provided
Notpro
vided
Not
provided
Not
provided
As
percon
tract
bond Qty.
Not
provided
Not
provided
Asper
actual
(MB)Qty.
Comment
regarding
qualityof work
Workstarted.
As
peractual
(MB)
Qty.
Commentrega
rdingquality
of work
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80mm
Nos.
100mm
Nos.
4. Airvalve
25mmdia
5. House
holdconn
ection
6.
7.
8.
9..
Roadcutting
Nos.
Nos.
cum
Road
Cum
reinstatement
Constructiono
Each
f
pumphouse
Risingmain
Mtr
10. Boundarywall Nos
Not
provided
Not
provided
Not
provided
Notpro
vided
Not
provided
Not
provided
Not
provided
Notpro
vided
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Notpro
vided
Notpro
vided
Worknotstarted.
Quality of work is
not as per
specifications.
Procurement
pending.
Worknot started.
Complianceforlastobservationsreported
S.
No
1.
Item
NIL
Observationslastreported
NIL
Compliancereported
NIL
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TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
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Materialtesting status(Labtest /MTC)
S.
Make:
Nameof Material
Reportav
ailability
AsPerper
approved
QAP
no
conducted
asperrespectiveIScode)
1.
Designmix report No
No
2.
GIpipe (dia.wise) NA
NA
3.
HDPEPipe
NarendraPl NO
ast
4.
DIpipe
NA
5.
Cement
Birla Uttam No
6.
Steel
Not
available
at site.
No
7.
Aggregate
Yes
No
8.
Bricks
Yes
Yes
9.
CC Cube
Yes
No
10.
Watertestreport Yes
No
11.
NDTtest(ifany)
NA
Remarks(whether testsare
NA
NA
Tests to be conducted as per
IS10262:2009andIS456:200
0&
Frequencyofteststobeconducteda
sperspecifications.
TeststobeconductedasperIS1239
(Part I):2004&IS:10748:2004with
Amnd-5,Grade2
TestsconductedasperISCodeIS498
4(1995) &Frequencyof tests to be
conductedasperspecifications.
TestsconductedasperISCode IS8329
&Frequencyofteststobeconductedas
perspecifications.
TestsconductedasperISCodeIS
8182:2013 & Frequency of tests
to beconductedas per
specifications.
TestsconductedasperISCodeIS
1786:2008 & Frequency of tests
to beconductedas per
specifications.
TestsconductedasperISCodeIS
383:2016&Frequencyofteststobe
conductedas per specifications.
TestsconductedasperISCode
1077:1992 & Frequency of tests
to beconductedas per
specifications.
As per IS Code IS 10086:1982
&Frequencyofteststobeconducted
as
perIS456:2000.
TestreportnotprovidedbyDIAandt
eststo beconducted asperIS
10500:2012
NA
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TUV SUD SOUTH ASIA
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Availabilityof Registeronsite:
Material register
:Not provided by
DIA.Siteorderbook :Not
provided
by
DIA.Testregister
provided
by
:Not
DIA.ConcretingRegister:Not
providedbyDIA,
ConclusionandSuggestions:
-
Batch Report no. to be provided in the HDPE Pipe Available at site as per
Test reportssubmitted .
HDPE Pipes not stacked properly at site which may result in damage of pipes.
No Index plan provided by DIA.
Backfilling should be done in layers and proper compaction should be done in
mechanicalmeans.
Note: All concrete mixers to be attached with Weigh Batcher machine and
volumetricconcretearenot acceptable.
PhotographsofInspection
Com
ment
s
HDPE pipe stacking at
site.
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TUV SUD SOUTH ASIA
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HDPE pipe make“NarendraPlast”
Depth of trench
checked at site and
found as per standard
and specification.
Depth- 940mm
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TUV SUD SOUTH ASIA
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Depth of HDPE pipe945mm
Excavation of HDPE
pipeline in progress.
I. Scheme: Peetpur pumping Water supply Scheme. Block- Laksar.
General information
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TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Name of scheme/sub scheme
Name of DIA
Sanctioned cost(In Rs.)
Contract bond cost(in Rs.)
Date of Start
Date of completion
Physical progress(in%)
Financial progress(in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Peetpur Pumping water supply scheme. (99
EE/JJM/2022-23)
MD UJS
142.67Lacs.
134.55 Lacs.
12-05-2022
12-05-2023
88%
87.52
Sh. Vinod Kumar
Sh. Pervez
Pumping.
1st visit @June-23
No
Running.
-
Note:Work is stopped due to land dispute for few months.
Physical Progress
S.No.
Item
2
OHT 150kl, 18m
staging
Pipeline work
3
FHTC
1
Proposed
Quantity as per
contract
Bond
Total
quantity
Executed till
date
Executed
This month
01
01
01
3200
0
500
0
5613
540
Remarks
Work is
stopped
Work is
stopped
Work is
stopped
Scope of work /Description of works
S. No
Item Details
Unit
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
As per
actual
(MB)
Qty.
ZONE-I
1
2
3
4
5
Construction of
Boundary wall
Rmt.
MS Gate
Excavation in soil
mixed with shingle
boulders etc.
MSERW pipe
100 mm
D.I. Sluice/ Gate Valve
125 mm dia
No.
Cum.
Not
provided
by DIA
40
01
16.20
Mtr.
No
Not
provided
by DIA
30
02
Not
provided
by DIA
Comment
regarding
quality of work
evision:Iss
01
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oc No.
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Page
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6
Following size of
CI/DI DF sluice valves
A
50 mm
No
01
B
65 mm
No
01
7
Chamber
No
04
8
OHT 150kl, 18m
staging
Dismantling of CC
pavement
Per Kl
01
9
10 Excavation in pipe line
Cum
112.26
Cum
2525.85
11 Construction of Unreinforced, CC
Cum
pavement
12 Providing and laying of
HDPE pipes
A 63 mm
Mtr.
112.26
4106
B
75 mm
Mtr.
521
C
90 mm
Mtr.
221
D
110 mm
Mtr.
179
E
140 mm
Mtr.
586
House hold connection
No.
540
13
Not
provided
by DIA
Physical Measurement checking status as per scope:
S.
No
.
1
2
3.
Item
Unit
OHT 150kl, 18m staging
Pipeline work
FHTC
No.
No.
Mtr.
As per
tender/co
ntract
bond
Qty.
01
As per
actual (MB)
%age
complet
ed
Qty.
Qty.
70%
60%
90%
5613
540
Remarks about quality
Compliance for last observations reported
S.
No
1.
Item
NIL
Observations last reported
NIL
Material testing status (Lab test/MTC)
Compliance reported
NIL
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147. MSERW Pipe
Report
Remarks (whether tests are
Availabili
Conducted as per respective IS code
ty
approved
Status
Provision so not)
QAP)
(yes/No)
M-30 &
No
Tests to be conducted as per IS 10262:2009
M-25
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.
Yes
No
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
Yes
No
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
Yes
No
Not provided by DIA.
148. DI pipe
Yes
No
149. Cement
OPC
43Grade
No
S. No.
Name of Material
Make as
(as per scope of work)
Per
144. Design mix report
145. GI pipe (dia. wise)
146. HDPE Pipe
No
150. Steel
151. Aggregate/ Sand
152. Bricks
Yes
No
(10mm&20
mm)
No
153. CC Cube
No
154. Water test report
No
Availability of Register on site:
Material register
Site order book
: Not provided by DIA.
: Not provided by DIA.
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications. Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
evision:Iss
01
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oc No.
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17.05.2023
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REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Page
223 of 112
Test register/Report: Not Provided by DIA.
Concrete Register
: Not provided by DIA.
Conclusion and Suggestions:























Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets
shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
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TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Work is stooped due to land dispute
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01
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17.05.2023
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TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Taps not provided in all FHHTC.
IV.
Scheme: Rohalki Dayalpur Water supply Scheme. Block- Bhagwanpur.
General in formation
Name of scheme/subsch0eme
Sanctioned cost(In Rs.)
Contract bond cost(in Rs.)
Date of Start
Date of completion
Physical progress(in%)
Financial progress(in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer / mobile no.
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Physical Progress
Rohalki Dayalpur Pumping water supply
scheme. (91/EE./JJM/2022-23)
139.41 Lacs.
114.56 Lacs.
22-12-2021
23-12-2022
95 %
86.51%
Sh. Vivek Ravi
Sh. Pervez
Pumping.
1st visit @June-2023
No
Running.
-
evision:Iss
01
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of
17.05.2023
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oc No.
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REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Page
226 of 112
S.
No
9.
Item
Proposed Quantity
as per contract
bond
Total quantity
Executed
till date
OHT
01 Nos.
01 Nos.
01 Nos.
01 Nos.
01 Nos.
01 Nos.
5490Mtr.
5490Mtr.
481 Nos
481Nos
90Mtr
81Nos
Pump house Repairing
work
11. Pipeline work
12.
FHTC
10.
Executed
this month
Remarks
Completed
Work in
progress
Completed
Completed
Scope of work /Description of works
S.
No
Item Details
Providing and
laying of
pipes
IV.
63 mm
V.
75 mm
VI.
90mm
VII.
110mm
VIII.
140mm
Excavation of
29.
pipe line
30.
Valves
V. 50&65 mm
House hold
31.
connection
32. Road cutting
Road
33.
reinstatement
Electrification
of tube well
34.
& pump
house
Unit
As per
DPR
proposal
Qty.
As per
contract bond
Qty.
As per
actual (MB)
Qty.
Comment regarding
quality of work
28.
35.
36.
37.
38.
39.
Repair of
pump house
RCC over
Head Tank,
100 kl
Rising main
Boundary
wall
Chamber
Mtr.
Mtr.
Mtr.
Mtr.
Mtr.
Cubic.
M
Not
provided by
DIA
3993.00
870.00
350.00
151.00
125.00
2058.75
Completed
Not
provided by
DIA
Completed
Nos
2.00
Nos
481
Completed
Cum
185.95
Completed
Cum.
185.95
Completed
Job
1
Completed
Each
Not
provided by
DIA
1
Not
provided by
DIA
Completed
Each
1
Completed
Mtr
30
Completed
Mtr.
0
Completed
Nos
2
Completed
Physical Measurement checking status as per scope:
evision:Iss
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REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Page
227 of 112
1
OHT
No.
As per
tender/co
ntract
bond
Qty.
01
2.
HDPE Pipeline
Mtr.
5490
3.
FHTC
No.
481
S.
No.
Item
Unit
As per
actual (MB)
%age
complet
ed
Remarks about quality
Qty.
100%
Completed
99%
Completed
Qty.
Completed
Compliance for last observations reported
S.
No
1.
Item
Observations last reported
No
No
Compliance reported
No
Material testing status (Lab test/MTC)
S.
no
13.
Name of Material
(as per scope of
work)
Design mix report
Make(as
Report
Remarks (whether r tests are
Per
availability
Conducted as per respective I S code
approved
QAP)
Status
(yes/No)
Provisions or not)
NA
14. G I pipe (dia .wise) Jindal Hisar
NA
Yes
Tests to be conducted as per IS 10262:2009
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Test Reports Submitted
15.
HDPE Pipe
APOLLO
Yes
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications. Test
Reports Submitted
16.
MSERW Pipe
Jindal
Yes
Test Reports Submitted
17.
DI pipe
NA
NA
18.
Cement
CCI
Yes
19.
Steel
NA
NA
20.
Aggregate/ Sand
NA
Yes
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.Test
Reports Submitted
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.NA
Tests conducted as per IS Code IS
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TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
21.
Bricks
NA
Yes
22.
CC Cube
NA
NA
23.
Water test report
NA
NA
24.
NDT test(if any)
NA
NA
383:2016 & Frequency of tests to be
conducted as per specifications.Test
Reports not Submitted
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications.Test Reports Submitted
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per
IS 456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012
NA
Availability of Register on site:
Material register
Site order book
Test register/Report
Concrete Register
: Not provided by DIA.
: Not provided by DIA.
: Provided by DIA
: Not provided by DIA.
Conclusion and Suggestions:
















Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets
shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
evision:Iss
01
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






TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
Chamber not prepared yet.
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01
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oc No.
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TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Clamp fixed without applied of
anticorrosive paint.
evision:Iss
01
ev: 0
oc No.
M 20
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of
17.05.2023
Page
231 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Railing observed damaged.
evision:Iss
01
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oc No.
M 20
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of
17.05.2023
Page
232 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Leakage observed in OHT.
II. Scheme: Raipur Darera Pumping water Supply scheme. Block- Bahdrabad.
General information
Name of scheme/sub scheme
Name of DIA
Sanctioned cost(In Rs.)
Contract bond cost(in Rs.)
Date of Start
Date of completion
Physical progress(in%)
Financial progress(in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Raipur Darera pumping water supply
scheme(154/E.E./JJM/2022-23)
MD UJS
134.28Lacs.
126.59 Lacs
52%
Sh. Parshant Kothari
Sh. Pervez.
evision:Iss
01
Effective as
of
17.05.2023
ev: 0
oc No.
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REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Page
233 of 112
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Pumping Water Supply Scheme.
1st visit @May-23
NA
Running
-
Physical Progress
Item
Propose
Quantity as
per contract
bond
Total
quantity
Executed till
date
Executed this
month
Remarks
1.
Distribution
pipe line
2.
OHT
01
01
01
Work in progress
3.
Pump house
01
01
01
Work in progress
Scope of work /Description of works
S. No
Item Details
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
As per
actual
(MB) Qty.
Comment
regarding
quality of work
1
2
Providing and
laying of HDPE
pipes
I.
63 mm
II. 75 mm
III. 90 mm
IV. 110 mm
V. 140 mm
VI. 160 mm
Excavation of pipe
line
Excavation in Soil
mixed with
boulder
3
Valves and
chamber
I.
50 mm
II.
65mm
Unit
Mtr.
Mtr.
Mtr.
Mtr.
Mtr.
Mtr.
Cum
Not
provided
by
Not
provided by
DIA
Work in
progress
Work in
progress
Cum
Work in
progress
Nos
Nos.
Not
provided
by DIA
Work not
started.
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S. No
4
5
6
7
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Item Details
Unit
Air valve 25mm
dia
Nos.
House hold
connection
Road cutting
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
As per
actual
(MB) Qty.
Work not
started.
Nos
Cum
Comment
regarding
quality of work
Not
provided by
DIA
Work in
progress
Work in
progress
Tube well
Job
Electrification of
pump house
No
Electrification of
boundary wall
RM
Work in
progress
Construction of
pump house
No
MS gate
No.
Work in
progress
Work not
started.
8
9
10
Work not
started.
11
12
13
14
15
16
17
18
19
20
21
22
23
RCC over Head
Tank, 300 KL
OHT staging 18
mtr.
Chamber
Drilling of
borehole
MSERW fin cut
plain pipe 300 mm
MSERW fin cut
slotted pipe 300
mm
Pea Gravel
CFM Air
compressor
Geological survey
Supply of
submersible
1x3x16 sq.mm
Supply of
aluminum
armored 35sq.mm
3.5 core
MSDI clamp set
150 mm
Earth work in
Work not
started.
Per Kl
Nos
Per
Mtr.
Per
Mtr.
Completed
Per
Mtr.
Completed
Cum
Hrs.
Completed
Job
Per
Mtr.
Per
Mtr.
Set
Cum
Not
provided by
DIA
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17.05.2023
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REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Page
235 of 112
S. No
Item Details
Unit
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
As per
actual
(MB) Qty.
excavation by
mechanical means
/ manual means
Comment
regarding
quality of work
Brick work
Cum
Work in
progress
Work not
started.
CC flooring
Sqm
Work not
started.
24
25
Physical Measurement checking status as per scope:
S.
No
Item
Unit
1
OHT
No.
As per
tender/co
ntract
bond
Qty.
01
2
3
Pipe line
Pump House
M
No
01
01
As per
actual (MB)
%age completed
Qty.
Qty.
-
60%
-
80%
10%
Remarks about
quality
Complianceforlastobservationsreported
S.
No
Item
NIL
1.
Observationslastreported
NIL
Compliancereported
NIL
Material testing status (Lab test/MTC)
S.No
1.
Name of
Make
Report
Remarks (whether tests are
Materials (as per (As per
availability conducted as per respective IS code
scope of work) approved
status
provisions or not)
QAP)
(yes/No)
yes
Tests to be conducted as per IS
Design mix report
(M-25 & M-30)
10262:2009 and IS 456: 2000 &
Frequency of tests to be conducted as
per specifications
evision:Iss
01
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of
17.05.2023
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oc No.
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S.No
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
4.
Name of
Make
Report
Remarks (whether tests are
Materials (as per (As per
availability conducted as per respective IS code
scope of work) approved
status
provisions or not)
QAP)
(yes/No)
NA
No
Tests to be conducted as per IS 1239
GI pipe (dia.
wise)
(Part I):2004 & IS: 10748:2004 with
Amnd-5, Grade 2Not provided by
DIA.
JOSEIM
No
Tests conducted as per IS Code IS
HDPE Pipe
4984 (1995) & Frequency of tests to
be conducted as per specifications.Not
provided by DIA.
JINDAL
No
Not provided by DIA.
MSERW Pipe
5.
DI pipe
NA
No
6.
Cement OPC 43 NA
Grade
No
7.
Steel
NA
No
8.
Aggregate
10 mm
20mm
Yes
9.
Bricks
Yes
10.
CC Cube M-25
11.
Water test report
No
12.
Development of
B/W by O.P. unit
& compressor
unit
NDT test(if any)
No
2.
3.
13.
No
No
Tests conducted as per IS Code IS
8329 & Frequency of tests to be
conducted as per specifications.Not
provided by DIA.
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.NA
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code
1077:1992 & Frequency of tests to be
conducted as per specifications.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as
per IS 456:2000NA
Test report not provided by DIA and
tests to be conducted as per IS
10500:2012NA
Not provided by DIA.
NA
Availability of Register on site:
Material register
:Work not started.
Site order book
:Work not started.
evision:Iss
01
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oc No.
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of
17.05.2023
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Test register
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
:Work not started .
Concreting Register : Work not started
Conclusion and Suggestions:
 Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
 Safety PPEs Kit is must at site for the construction workers
 Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
 Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
 Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
 Binding wire to be used is to be between 16 – 18 gauges.
 Mix design is to be approved by the Engineer in charge before being used at site.
 Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
 Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets
shouldn’t be used and removed.
 Shuttering oil to be placed before placing of reinforcement.
 Cover Blocks to be placed properly.
 Curing of the structure and brick masonry to be done as per IS Code 456
 TPIA should be informed before any major activity to be started.
 Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
 Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
 Proper procedure for Road restoration work to be followed.
 E&M Equipment to be post inspected at site too.
 FHTC Connection works to be done as per drawing and as per specifications.
 Backfilling work to be done in layers and properly compacted.
 All the test reports of the construction materials is to be available at site and properly maintained.
 Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
 Tests reports of Pea Gravel are to be from approved Quarry for TW work.
 Site Register is to be maintained for the Development of Tube Well.
evision:Iss
01
ev: 0
oc No.
M 20
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TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Photographs of Inspection
Comments
Access not provided to
reach at working spot.
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01
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oc No.
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TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
PPEs not provided to
workers.
I. Scheme: Subhashgarh Water supply Scheme. Block- Laksar.
General information
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TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Name of scheme/sub scheme
Name of DIA
Sanctioned cost (In Rs.)
Contract bond cost (in Rs.)
Date of Start
Date of completion
Physical progress(in%)
Financial progress(in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Subhashgarh Pumping water supply scheme. (157
EE/JJM/2022-23)
MD UJS
132.15Lacs.
115.77 Lacs.
18-08-2022
31-03-2023
40%
35%
Sh. Deepak Bhatt
Sh. Pervez
Pumping.
1st visit @May-23
NA.
Running.
-
Physical Progress
S.No.
1
Item
Proposed
Quantity as per
contract
bond
01
OHT 50 KL OHT
Total
quantity
Executed till
date
-
Executed
This month
-
staging 18 mtr.
2
Pipeline work
3
Pump House
7183
01
3000
1000
01
01
Remarks
Work not
started
Work in
progress
Work in
progress
Scope of work /Description of works
S. No
1
2
3
4
5
6
Item Details
Unit
Construction of
Boundary wall
Rmt.
MS Gate
Excavation in soil
mixed with shingle
boulders etc.
MSERW pipe
100 mm
D.I. Sluice/ Gate Valve
80 mm dia
Following size of
CI/DI DF sluice valves
No.
Cum.
As per
DPR
proposal
Qty.
Not
provided
by DIA
As per
contract
bond Qty.
60
01
16.20
Mtr.
No
Not
provided
by DIA
30
02
As per
actual
(MB)
Qty.
Not
provided
by DIA
Comment
regarding
quality of work
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Page
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A
50 mm
No
01
B
65 mm
No
01
7
Chamber
No
04
8
OHT 50kl, 18m
staging
Dismantling of CC
pavement
Per Kl
01
9
10 Excavation in pipe line
Cum
179.58
Cum
3232.35
11 Construction of Unreinforced, CC
Cum
pavement
12 Providing and laying of
HDPE pipes
A 63 mm
Mtr.
124.58
5414
B
75 mm
Mtr.
800
C
90 mm
Mtr.
461
D
110 mm
Mtr.
81
E
140 mm
Mtr.
427
House hold connection
No.
342
13
Not
provided
by DIA
Physical Measurement checking status as per scope:
S.
No
.
1
2.
Item
Unit
OHT 50 KL OHT staging
18 mtr.
Pipeline work
No.
As per
tender/co
ntract
bond
Qty.
01
As per
actual (MB)
%age
complet
ed
Qty.
Qty.
0%
Mtr.
Remarks about quality
40%
7183
3
Pump House
No.
60%
01
Compliance for last observations reported
S.
No
1.
Item
NIL
Observations last reported
NIL
Compliance reported
NIL
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TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Material testing status (Lab test/MTC)
S. No.
Name of Material
Make as
(as per scope of work)
Per
155. Design mix report
156. GI pipe (dia. wise)
157. HDPE Pipe
158. MSERW Pipe
Report
Remarks (whether tests are
Availabili
Conducted as per respective IS code
ty
approved
Status
Provision so not)
QAP)
(yes/No)
NA
Tests to be conducted as per IS 10262:2009
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.
Apollo
Yes
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
No
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
No
Not provided by DIA.
159. DI pipe
No
160. Cement
No
161. Steel(8mm,10mm&
12mm)
SAIL Fe 500
Yes
162. Aggregate/ Sand
163. Bricks
Yes
Gagan
Yes
164. CC Cube
No
165. Water test report
No
Availability of Register on site:
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications. Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
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Material register
Site order book
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
: Not provided by DIA.
: Not provided by DIA.
Test register/Report: Not Provided by DIA.
Concrete Register
: Not provided by DIA.
Conclusion and Suggestions:























Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be approved
from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer Machine
is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS Sheets
shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification. Excavated
soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
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TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
`
Photographs of Inspection
Comments
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Page
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XXI.
Scheme: RaheempurPumping water Supply
scheme, Block-Roorkee.
Generalinformation
RaheempurPumpingwater supply
scheme.
130.74Lacs.
Sanctionedcost (InRs.)
122.99 Lacs.
Contractbondcost (inRs.)
NotprovidedbyDIA.
DateofStart
NotprovidedbyDIA.
Dateofcompletion
90 %
Physical progress(in%)
90%
Financialprogress(in%)
Sh.HimanshuTyagi (A.A.E.)
NameofEE/AE/JEwith ContactNo.
Sh.HimanshuKaushik, AdityaThapliyal
Nameof TPIEngineer/mobileno.
Pumpingwater supplyscheme.
Typeofscheme
3RDVisit Report.
Lastreported
Nil.
ATRprovidedtilldate.
currentstatusofwork(Running/completed Running.
)
Anyotherdetail
Nameofscheme/subscheme
PhysicalProgress
S.N
o
Item
Proposed Totalquant
Quantity
ityExecute
aspercont d tilldate
ractbond
Execute
dthismo
nth
Remarks
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Page
246 of 112
1
HDPE Pipeline
Not
provided by
DIA.
-
-
Scopeofwork/Descriptionofworks
S.No
ItemDetails
Unit
1. Providingand
layingof pipes
63mm
Mtr.
S.No
75mm
Mtr.
90 mm
Mtr.
110 mm
Mtr.
ItemDetails
Unit
pipeline
3. Valves
80mm
Nos.
100mm
Nos.
4. Airvalve
25mmdia
6. House
holdconn
ection
7.
8.
9.
Roadcutting
Nos.
Nos.
cum
Road
Cum
reinstatement
Constructiono
Each
f
pumphouse
10. Risingmain
Mtr
11. Boundarywall Nos
Asper
DPR
propos
alQty.
Asper
contract
bondQt
y.
Not
provided
Notpro
vided
Not
provided
Not
provided
As per
DPRprop
osal
Qty.
Not
provided
Notpro
vided
Not
provided
Not
Provided
As
percon
tract
bond Qty.
Not
provided
Not
provided
Not
provided
Not
provided
Notpro
vided
Not
provided
Not
provided
Not
provided
Not
provided
Notpro
vided
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Not
provided
Notpro
vided
Notpro
vided
Asper
actual
(MB)Qty.
Comment
regarding
qualityof work
WorkOon hold.
As
peractual
(MB)
Qty.
Commentrega
rdingquality
of work
Worknotstarted.
Worknotstarted.
Procurement
pending.
Worknot started.
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PhysicalMeasurementcheckingstatusasperscope:
S.
No
Item
HDPE Pipeline
1.
As
pertend
Unit er/contr
actbond
Qty.
m
Not
provid
ed by
DIA.
As
perac
tual(
MB)
Qty.
%agecom
pleted
Remarksab
outquality
Qty.
-
Not
provide
d
Quality of work
is as per
specifications.
Complianceforlastobservationsreported
S.
No
1.
Item
NIL
Observationslastreported
NIL
Compliancereported
NIL
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TUV SUD SOUTH ASIA
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PROJECT VISIT /MONTHLY REPORT
Materialtesting status(Labtest /MTC)
S.
Make:
Nameof Material
Reportav
ailability
AsPerper
approved
QAP
no
conducted
asperrespectiveIScode)
1.
Designmix report NA
NA
2.
GIpipe (dia.wise) -
-
3.
HDPEPipe
Apollo
NO
4.
DIpipe
NA
NA
5.
Cement
NA
NA
6.
Steel
NA
NA
7.
Aggregate
NA
-
8.
Bricks
NA
NA
9.
CC Cube
NA
NA
10.
Watertestreport Yes
11.
NDTtest(ifany)
NA
Remarks(whether testsare
No
NA
Tests to be conducted as per
IS10262:2009andIS456:200
0&
Frequencyofteststobeconducteda
sperspecifications.
TeststobeconductedasperIS1239
(Part I):2004&IS:10748:2004with
Amnd-5,Grade2
TestsconductedasperISCodeIS498
4(1995) &Frequencyof tests to be
conductedasperspecifications.
TestsconductedasperISCode IS8329
&Frequencyofteststobeconductedas
perspecifications.
TestsconductedasperISCodeIS
8182:2013 & Frequency of tests
to beconductedas per
specifications.
TestsconductedasperISCodeIS
1786:2008 & Frequency of tests
to beconductedas per
specifications.
TestsconductedasperISCodeIS
383:2016&Frequencyofteststobe
conductedas per specifications.
TestsconductedasperISCode
1077:1992 & Frequency of tests
to beconductedas per
specifications.
As per IS Code IS 10086:1982
&Frequencyofteststobeconducted
as
perIS456:2000.
TestreportnotprovidedbyDIAandt
eststo beconducted asperIS
10500:2012
NA
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TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Availabilityof Registeronsite:
Material register
:Not provided by
DIA.Siteorderbook :Not
provided
by
DIA.Testregister
provided
by
:Not
DIA.ConcretingRegister:Not
providedbyDIA,
ConclusionandSuggestions:
-
Batch Report no. to be provided in the HDPE Pipe Available at site as per
Test reportssubmitted .
Improper stacking of HDPE pipes observed at site which may damage the
pipes.
No work in progress from two months.
No representative of contractor found at site.
PhotographsofInspection
Comment
s
“APOLLO” make HDPE
pipes found at site.
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TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Improper stacking of
HDPE pipes found on site
which may damage the
pipes.
No work in progress since
two months.
Boring work completed.
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01
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TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
No representative of
contractor found during
site visit.
No work in progress since
two months.
Improper stacking of
HDPE pipes found on site
which may damage the
pipes.
No work in progress since
two months.
XXII. Scheme:KhanpurKasauli
Pumping water Supply
scheme, Block-NarsanGeneralinformation
Nameofscheme/subscheme
Sanctionedcost(InRs.)
Contractbondcost(inRs.)
DateofStart
Dateofcompletion
Physical progress(in%)
Financialprogress(in%)
KhanpurKasauliPumpingwatersupply
scheme.(88/E.E./2022-23)
116.71Lacs.
108.87Lacs
05-05-2022
06-05-2023
90%
85%
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Page
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Sh.HimanshuTyagi A.A.E.)
Sh.HimanshuKaushik.
Pumpingwatersupplyscheme.
05-01-2023
Not provided till date.
Running.
NameofEE/AE/JEwith Contact No.
NameofTPIEngineer/mobileno.
Typeofscheme
Lastreported
ATRprovidedtilldate.
current
statusofwork(Running/completed)
Anyotherdetail
-
PhysicalProgress
S.N
o
1.
Proposed Totalquant
Quantity
ityExecute
aspercont dtilldate
ractbond
Item
OHT125KL, 18m
staging.
01
Structure
work
completed.
Execute
dthismo
nth
-
Remarks
Quality of
work is as per
specifications.
Scopeofwork/Descriptionofworks
S.No
1.
2.
3.
ItemDetails
Unit
As per
DPRprop
osal
Qty.
As
percon
tract
bond Qty.
Providingand
layingof pipes
63mm
75mm
90mm
110 mm
140 mm
160 mm
Excavation
ofpipeline
Mtr.
Mtr.
Mtr.
Mtr.
Mtr.
Mtr.
Cum.C
ubic.m
1437
217
113
223
34
98
1437
217
113
223
34
98
Not
providedby
DIA.
1082.22
1082.22
Not
Done as per
providedby specifications.
DIA.
Valves
As
peractual
(MB)
Qty.
Commentrega
rdingquality
of work
Quality of work is
as per
specifications.
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of
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S.No
4.
5.
ItemDetails
Unit
50mm
65mm
80 mm
100 mm
125 mm
150 mm
Airvalve
25mmdia
Household
connection
6.
Nos
Nos.
Nos.
Nos.
Nos.
Nos.
As per
DPRprop
osal
Qty.
02
01
01
01
01
01
As
percon
tract
bond Qty.
02
01
01
01
01
01
Nos.
02
02
No.
Nos
Nos.
255
255
01
01
162.3
3
162.3
3
162.3
3
03
162.3
3
03
OHT125KL ,
18mstaging.
7.
Cum
Roadcutting
8.
Roadreinst
atement
9.
Chamber
Cum.
Nos
As
peractual
(MB)
Qty.
Commentrega
rdingquality
of work
Workis in
progress.
Not
providedby
DIA.
Workis in
progress.
Work is in
progress.
Not provided Work is
by DIA.
inprogre
ss.
Qualityof workis
as per
drawingsandsp
ecifications.
Not
providedby Work in
progress
DIA.
Not
providedby Workin
progress.
DIA.
Workin
progress.
PhysicalMeasurementcheckingstatusasperscope:
S.
No
1.
Item
Unit
OHT 125KL, 18 m
staging
S.
No
1.
Nos.
Item
NIL
As
pertend
er/contr
actbond
Qty.
01
As
perac
tual(
MB)
Qty.
-
%ageco
mpleted
Qty.
95%
Observationslastreported
NIL
Remarksabo
utquality
Quality of work is as
perspecificationsand
drawings.
Compliancereported
NIL
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TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Materialtesting status(Labtest /MTC)
S.
no
1.
2.
3.
4.
5.
6.
7.
8.
9.
Make(as
Report
Remarks(whethertestsare
Availabili
conductedasperrespectiveI
per
ty
Scode
approved
Status
provisionsornot)
QAP)
(yes/No)
Yes
Designmix report Yes
Tests to be conducted as per
IS10262:2009andIS456:200
0&
Frequencyofteststobeconducteda
sperspecifications.
NA
GIpipe (dia.wise) NA
TeststobeconductedasperIS1239
(Part I):2004&IS:10748:2004with
Amnd-5,Grade2NA
NA
HDPEPipe
TestsconductedasperISCodeIS498
4(1995) &Frequencyof tests to be
conductedasperspecifications.
NA
NA
TestsconductedasperISCode IS8329
DIpipe
&Frequencyofteststobeconductedas
perspecifications.
BirlaUttam Yes
Testsconductedasper ISCodeIS
Cement
8182:2013 & Frequency of tests
to
beconductedasperspecifications.
SAIL
Yes
Steel
Tests conducted as per IS Code
IS1786:2008&Frequencyofteststo
be
conductedasperspecifications.
Yes
Yes
TestsconductedasperISCodeIS
Aggregate
383:2016&Frequencyofteststobe
conductedasperspecifications.
Yes
No
Testsconductedasper ISCode
Bricks
1077:1992 & Frequency of tests
to
beconductedasperspecifications.
Not provided
Yes
Yes
CC Cube
As per IS Code IS 10086:1982
&Frequencyofteststobeconducted
asper IS 456:2000
NameofMaterial
10.
Watertestreport Yes
11.
NDTtest(ifany)
NA
Availabilityof Registeronsite:
No
NA
TestreportnotprovidedbyDIAandt
eststo beconducted asperIS
10500:2012
NA
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TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Materialregister
:Not provided by
DIA.Siteorderbook : Not provided by
DIA.Testregister :
Not provided by
DIA.ConcretingRegister:
providedbyDIA.
Not
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PROJECT VISIT /MONTHLY REPORT
ConclusionandSuggestions:
-
Water test report , MSERW pipe test reports , Strata chart and logbook to be
provided forTubewell boringwork byDIA.(E&M Deptt.)
Backfilling should be done in layers and proper compaction should be done in
mechanicalmeans.
Note: All concrete mixers to be attached with Weigh Batcher machine and
volumetricconcretearenot acceptable.
PhotographsofInspection
Comment
s
Pumphouse paint completed at site and
found as per standard and specification.
Site visit at OHT.
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TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Boundary wall paint work completed
Railing work of staircase completed.
Clamps in MS-Angle are missing at some
places.
Revision:
Issue 01
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DocNo.
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asof
05.01.2023
Page2
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TUVSUDSOUTHASIA
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Site visit at OHT.
“APOLLO” HDPEpipesatsite.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
59of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
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DrawingforOHT.
Cementtestreportfrom externallab.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
60of77
TUVSUDSOUTHASIA
REAL ESTATE &
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10mmaggregatetestreportfromexternal
lab.
20mmaggregatetestreportfromexternal
lab.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
61of77
TUVSUDSOUTHASIA
REAL ESTATE &
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Coarsesandtest reportfrom externallab.
8mmsteel testreportfromexternal lab.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
62of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
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10mmsteel testreportfromexternal lab.
12mmsteel testreportfromexternal lab.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
63of77
TUVSUDSOUTHASIA
REAL ESTATE &
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16mmsteel testreportfromexternal lab.
M-25designmix.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
64of77
TUVSUDSOUTHASIA
REAL ESTATE &
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M-30Designmix.
7dayscubetestreportfromexternallabforr
aftfoundation.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
65of77
TUVSUDSOUTHASIA
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INFRASTRUCTUREPROJECTVISIT/
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28dayscubetestreportfromexternallabforr
aftfoundation.
7dayscubetest reportfor1st braceofOHT.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
66of77
TUVSUDSOUTHASIA
REAL ESTATE &
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28dayscubetest reportfor1st braceofOHT.
7dayscubetestreportforColumnsabove
2ndbraceof OHT.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
67of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Top dome cube test report from
external lab.
Bottom dome cube test report from
external lab.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
68of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
I. Scheme:Lawwa Water supply Scheme. Block-Bhagwanpur .
General information
Name of scheme/sub scheme
Name of DIA
Sanctioned cost (In Rs.)
Contract bond cost (in Rs.)
Date of Start
Date of completion
Physical progress(in%)
Financial progress(in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Lawwa Pumping water supply scheme.
(145EE/JJM/2022-23)
MD UJS
105.80Lacs.
98.92 Lacs.
19-07-2022
18-07-2023
20%
0%
Sh.Vivek Ravi
Sh. Pervez
Pumping.
1st visit @June-23
NA.
Running.
-
Physical Progress
S.No.
Item
1.
Pipeline work
2.
FHTC
3.
OHT
4.
Pump House
Proposed
Quantity as per
contract
bond
3288
145
01
01
Total
quantity
Executed till
date
Executed
This month
500
500
0
0
01
0
0
0
Remarks
Work in
progress
Work not
started
Work is
stopped
Work not
started
Scope of work /Description of works
S. No
Item Details
Unit
As per
DPR
proposal
Qty.
Not
provided
by DIA
1
Following Size of
CI/DI DF sluice valves
A
50 mm
No
B
65 mm
No
C
80 mm
No
As per
contract
bond Qty.
04
02
04
As per
Comment
actual
regarding
(MB)
quality of work
Qty.
Not
provided
by DIA
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
69of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
D
125 mm
No
G
Air valve-25mm dia
No
02
2
Chamber
No
13
3
Dismantling of CC
pavement
Cum
213.06
4
Excavation in pipe line
Cum
1775.52
5
Construction of Unreinforced, CC
pavement
Providing and laying
of HDPE pipes
Cum
213.06
6
01
A
63mm
Mtr.
2371
B
75mm
Mtr.
366
C
90 mm
Mtr.
466
D
110mm
Mtr.
60
E
140mm
Mtr.
25
7
50KL OHT Staging
18m
No.
8
House hold connection
No.
145
9
Pump House
No.
01
10
Boundry wall
Rm
60
01
Physical Measurement checking status as per scope:
S.
No
.
Item
Unit
1.
Pipeline work
Mtr.
2.
FHTC
3
4
As per
tender/co
ntract
bond
Qty.
As per
actual (MB)
%age
complet
ed
Remarks about quality
3288
Qty.
0
Qty.
2%
Nos
145
0
0%
OHT
Nos
01
0
5%
Work is stopped.
Pump House
Nos
01
0
0%
-
-
Compliance for last observations reported
S.
No
1.
Item
Observations last reported
Compliance reported
NA
NA
NA
Material testing status (Lab test/MTC)
Revision:
Issue 01
Rev:0
DocNo.
QM17
S. No.
Effective
asof
05.01.2023
Page2
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Name of Material
Make as
(as per scope of work)
Per
166. Design mix report
167. GI pipe 15mm Dia
168. HDPE Pipe-90 mm
169. MSERW Pipe
170. DI pipe
171. Cement
172. Steel
Report
Remarks (whether tests are
Availabili
Conducted as per respective IS code
ty
Approved
Status
Provision so not)
QAP)
(yes/No)
M-25 & M- No
Tests to be conducted as per IS 10262:2009
30
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.(Reports
Submitted)
No
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
No
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
No
Tests to be conducted as per IS 4270:2001
Frequency of tests to be conducted as per
specifications.
No
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
No
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
No
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.
173. Aggregate/ Sand
No
174. Bricks
No
175. CC Cube
No
176. Water test report
No
Availability of Register on site:
Material register
: Not Available at site.
Site order book
: Not Available at site.
Test register/Report : Not Available at site.
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications. Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
71of77
Concrete Register
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
: Not Available
at site.
Conclusion and Suggestions:























Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be
approved from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer
Machine is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS
Sheets shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification.
Excavated soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
72of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Pipe line work just start.
OHT work is stopped.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
73of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Depth of trench of HDPE pipe is
observed 1020mm.
I. Scheme:Gin Mohmad Water supply Scheme. Block-Bahadrabad .
General information
Name of scheme/sub scheme
Name of DIA
Sanctioned cost (In Rs.)
Contract bond cost (in Rs.)
Date of Start
Date of completion
Physical progress (in%)
Financial progress (in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Gin Mohmad Pumping water supply scheme.
(104 EE/JJM/2022-23)
MD UJS
104.63Lacs.
87.16 Lacs.
15-05-2022
11-03-2023
60%
50.21%
Sh. Parshant Kothari
Sh. Pervez
Pumping.
2nd visit @June-23
NA.
Running.
-
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
74of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Physical Progress
S.No.
Item
1.
Pipeline work
2.
FHTC
3.
OHT
4.
Pump House
Proposed
Quantity as per
contract
bond
3104
192
01
01
Total
quantity
Executed till
date
Executed
This month
2560
2560
192
192
0
0
0
0
Remarks
Work in
progress
Work in
progress
Work not
started
Work not
started
Scope of work /Description of works
S. No
Item Details
Unit
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
As per
actual
(MB)
Qty.
ZONE-I
1
Following Size of
CI/DI DF sluice valves
A
50 mm
No
02
B
65 mm
No
01
80 mm
No
02
C
125 mm
No
01
D
Air valve-25mm dia
No
02
2
Chamber
No
07
3
Dismantling of CC
pavement
Cum
4
Excavation in pipe line
Cum
5
6
Construction of Unreinforced, CC
pavement
Providing and laying
of HDPE pipes
Cum
201.14
Not
provided
by DIA
1676.16
201.14
A
63mm
Mtr.
2106
B
75mm
Mtr.
50
C
90 mm
Mtr.
764
D
110mm
Mtr.
146
E
140mm
Mtr.
38
7
75KL OHT Staging
18m
No.
8
House hold connection
No.
01
192
Not
provided
by DIA
Comment
regarding
quality of work
Revision:
Issue 01
Rev:0
DocNo.
QM17
9
Effective
asof
05.01.2023
Page2
75of77
Pump House
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
No.
01
Physical Measurement checking status as per scope:
S.
No
.
Item
Unit
1.
Pipeline work
Mtr.
2.
FHTC
Nos
3
OHT
Nos
4
Pump House
Nos
As per
tender/co
ntract
bond
Qty.
3104
As per
actual (MB)
%age
complet
ed
Qty.
0
Qty.
70%
0
80%
01
0
0%
01
0
0
192
Remarks about quality
Tab not provided in all
FHTC
-
Compliance for last observations reported
S.
No
1.
Item
Observations last reported
Compliance reported
NA
NA
NA
Material testing status (Lab test/MTC)
S. No.
Name of Material
Make as
(as per scope of work)
Per
177. Design mix report
178. GI pipe 15mm Dia
179. HDPE Pipe-90 mm
180. MSERW Pipe
181. DI pipe
Report
Remarks (whether tests are
Availabili
Conducted as per respective IS code
ty
Approved
Status
Provision so not)
QAP)
(yes/No)
M-25 & M- No
Tests to be conducted as per IS 10262:2009
30
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.(Reports
Submitted)
No
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
No
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
No
Tests to be conducted as per IS 4270:2001
Frequency of tests to be conducted as per
specifications.
No
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
76of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
No
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
No
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.
182. Cement
183. Steel
184. Aggregate/ Sand
No
185. Bricks
No
186. CC Cube
No
187. Water test report
No
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications. Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
Availability of Register on site:
Material register
: Not Available at site.
Site order book
: Not Available at site.
Test register/Report : Not Available at site.
Concrete Register
: NA
Conclusion and Suggestions:













Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be
approved from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer
Machine is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS
Sheets shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Revision:
Issue 01
Rev:0
DocNo.
QM17










Effective
asof
05.01.2023
Page2
77of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Proper depth and width to be maintained of the Trench for pipeline work as per work specification.
Excavated soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
Make of GI pipe is “Jindal”
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
78of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Taps not provided in all FHTC
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
79of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Marking for OHT is being done.
I. Scheme:Hasanpur Madanpur Water supply Scheme. Block-Bhagwanpur .
General information
Name of scheme/sub scheme
Name of DIA
Sanctioned cost (In Rs.)
Contract bond cost (in Rs.)
Date of Start
Date of completion
Physical progress (in%)
Financial progress (in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Hasanpur Madanpur Pumping water supply
scheme. (95 EE/JJM/2022-23)
MD UJS
104.63Lacs.
87.16 Lacs.
12-05-2022
11-05-2023
70%
66.63%
Sh. Parshant Kothari
Sh. Pervez
Pumping.
2nd visit @June-23
NA.
Running.
-
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
80of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Physical Progress
S.No.
Item
1.
Pipeline work
2.
FHTC
3.
OHT
4.
Pump House
Proposed
Quantity as per
contract
bond
6236
650
01
01
Total
quantity
Executed till
date
Executed
This month
6136
2000
640
200
01
01
0
0
Remarks
Work in
progress
Work in
progress
Work in
progress
Work not
started
Scope of work /Description of works
S. No
Item Details
Unit
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
As per
actual
(MB)
Qty.
ZONE-I
1
Following Size of
CI/DI DF sluice valves
A
50 mm
No
13
B
65 mm
No
01
C
125 mm
No
01
D
100 mm
No
01
E
150 mm
No
01
D
Air valve-25mm dia
No
02
2
Chamber
No
19
3
Dismantling of CC
pavement
Cum
4
Excavation in pipe line
Cum
5
Construction of Unreinforced, CC
pavement
Providing and laying
of HDPE pipes
6
Not
provided
by DIA
505.12
3180.36
Cum
505.12
A
63mm
Mtr.
4919
B
75mm
Mtr.
616
C
90 mm
Mtr.
157
D
110mm
Mtr.
224
E
140mm
Mtr.
175
F
160mm
Mtr.
145
Not
provided
by DIA
Comment
regarding
quality of work
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
81of77
7
125KL OHT Staging
18m
No.
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
8
House hold connection
No.
650
9
Pump House
No.
01
10
Boundry wall
Rm
50
01
Physical Measurement checking status as per scope:
S.
No
.
Item
Unit
As per
tender/co
ntract
bond
Qty.
As per
actual (MB)
%age
complet
ed
Qty.
0
Qty.
70%
1.
Pipeline work
Mtr.
6236
2.
FHTC
Nos
650
0
80%
3
OHT
Nos
01
0
10%
4
Pump House
Nos
01
0
0
Remarks about quality
Tab not provided in all
FHTC
-
Compliance for last observations reported
S.
No
1.
Item
Observations last reported
Compliance reported
NA
NA
NA
Material testing status (Lab test/MTC)
S. No.
Name of Material
Make as
(as per scope of work)
Per
188. Design mix report
189. GI pipe 15mm Dia
190. HDPE Pipe-90 mm
191. MSERW Pipe
Report
Remarks (whether tests are
Availabili
Conducted as per respective IS code
ty
Approved
Status
Provision so not)
QAP)
(yes/No)
M-25 & M- No
Tests to be conducted as per IS 10262:2009
30
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.(Reports
Submitted)
No
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
No
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
No
Tests to be conducted as per IS 4270:2001
Frequency of tests to be conducted as per
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
82of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
specifications.
192. DI pipe
No
193. Cement
No
194. Steel
No
195. Aggregate/ Sand
No
196. Bricks
No
197. CC Cube
No
198. Water test report
No
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications. Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
Availability of Register on site:
Material register
: Not Available at site.
Site order book
: Not Available at site.
Test register/Report : Not Available at site.
Concrete Register
: Available at site.
Conclusion and Suggestions:









Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be
approved from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer
Machine is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS
Sheets shouldn’t be used and removed.
Revision:
Issue 01
Rev:0
DocNo.
QM17













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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification.
Excavated soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
Raft foundation ready to cast.
Slump found 85mm.
Revision:
Issue 01
Rev:0
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asof
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Birla uttam cement is being done.
Taps not provided in all FHTC.
Make of steel is “SAIL”.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
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Page2
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
86of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
I. Scheme: Bhurni khatirpur Water supply Scheme. Block- Bhadrabad.
General information
Name of scheme/sub scheme
Name of DIA
Sanctioned cost (In Rs.)
Contract bond cost(in Rs.)
Date of Start
Date of completion
Physical progress(in%)
Financial progress(in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
ATR provided till date.
Bhurni Khatirpur Pumping water supply scheme.
(79 EE/JJM/2022-23)
MD UJS
104.3Lacs.
94.81 Lacs.
20-04-2022
21-04-2023
0%
0%
Sh. Deepak Bhatt
Sh. Pervez
Pumping.
1st visit @June-23
NA.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
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Page2
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Running.
Current status of work(Running/completed)
Any other detail
Note:Work not started yet.
Physical Progress
S.No.
1
Item
Proposed
Quantity as per
contract
bond
Total
quantity
Executed till
date
Executed
This month
1.00
OHT 75 KL OHT
Work not
started
Work not
started
staging 18 mtr.
3.
Pipeline work
Remarks
3183
Scope of work /Description of works
S. No
Item Details
Unit
12. Construction of
Boundary wall
Rmt.
13. MS Gate
14. Excavation in soil
mixed with shingle
boulders etc.
15. MSERW pipe
100 mm
16. D.I. Sluice/ Gate Valve
50 mm dia
17. D.I. Sluice/ Gate Valve
65 mm dia
18. Chamber
No.
Cum.
As per
DPR
proposal
Qty.
Not
provided
by DIA
22. Construction of Unreinforced, CC
pavement
23. Providing and laying of
HDPE pipes
I. 63 mm
12.
60
01
As per
actual
(MB)
Qty.
Not
provided
by DIA
16.20
Mtr.
30
No
01
No
01
No
02
19. OHT 75kl, 18m staging Per Kl
20. Dismantling of CC
pavement
21. Excavation in pipe line
As per
contract
bond Qty.
01
Cum
Cum
Cum
111.41
Not
provided
by DIA
1432.35
111.41
Mtr.
2187
75 mm
Mtr.
239
90 mm
Mtr.
351
110 mm
Mtr.
286
140 mm
Mtr.
120
House hold connection
No.
222
Not
provided
by DIA
Comment
regarding
quality of work
Revision:
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Physical Measurement checking status as per scope:
S.
No
.
1
2.
Item
Unit
OHT 75 KL OHT staging
18 mtr.
Pipeline work
No.
As per
tender/co
ntract
bond
Qty.
1.00
As per
actual (MB)
%age
complet
ed
Qty.
Qty.
0%
Mtr.
Remarks about quality
0%
3183
Compliance for last observations reported
S.
No
1.
Item
NIL
Observations last reported
NIL
Compliance reported
NIL
Material testing status (Lab test/MTC)
S. No.
Name of Material
Make as
(as per scope of work)
Per
199. Design mix report
200. GI pipe (dia. wise)
201. HDPE Pipe
202. MSERW Pipe
Report
Remarks (whether tests are
Availabili
Conducted as per respective IS code
ty
approved
Status
Provision so not)
QAP)
(yes/No)
No
Tests to be conducted as per IS 10262:2009
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.
No
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
No
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
No
Not provided by DIA.
203. DI pipe
No
204. Cement
No
205. Steel
No
206. Aggregate/ Sand
No
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
Revision:
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TUVSUDSOUTHASIA
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INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
conducted as per specifications.
207. Bricks
No
208. CC Cube
No
209. Water test report
No
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications. Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
Availability of Register on site:
Material register
Site order book
: Not provided by DIA.
: Not provided by DIA.
Test register/Report: Not Provided by DIA.
Concrete Register
: Not provided by DIA.
Conclusion and Suggestions:




















Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be
approved from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer
Machine is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS
Sheets shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification.
Excavated soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Revision:
Issue 01
Rev:0
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
I. Scheme: Alipur Ebrahimpur Water supply Scheme. Block- Bhadrabad.
Generalinformation
Name of scheme/subsch0eme
Name of DIA
Sanctioned cost (In Rs.)
Contract bond cost(in Rs.)
Date of Start
Date of completion
Physical progress(in%)
Financial progress(in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Alipur Ebrahimpur Pumping water supply
scheme. (89.E.E/JJM/2022-23)
MD UJS
60.71Lacs.
59.02 Lacs.
06-05-2022
05-05-2023
75%
22.59%
Sh. Himanshu Tyagi.
Sh. Akhilesh Semwal
Pumping.
1st visit @ June-23
No
Running.
-
Physical Progress
S.No.
Item
ProposedQuantit
y aspercontract
bond
Totalquantity
Executedtilld
ate
Executed
thismonth
Remarks
Revision:
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REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
1.00
1.00
1.00
Bottom dome
OHT 250 KL OHT
staging 18 mtr.
3.
Pipeline work
850m
1022.00
450m
RCC
completed.
Work in
progress.
Scope of work /Description of works
S. No
Item Details
Unit
24. Construction of
Boundary wall
Rmt.
25. MS Gate
26. Excavation in soil
mixed with shingle
boulders etc.
27. MSERW pipe
150 mm
28. D.I. Sluice/ Gate Valve
150 mm dia
29. Chamber
No.
Cum.
30. OHT 250kl, 18m
staging
31. Dismantling of CC
pavement
32. Excavation in pipe line
33. Construction of Unreinforced, CC
pavement
34. Providing and laying of
HDPE pipes
I. 63 mm
12.
House hold connection
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
Not
provided
by DIA
80.00
1.00
As per
actual
(MB)
Qty.
Not
provided
by DIA
18.00
Comment
regarding
quality of work
Work in progress
Work in progress
Work completed.
Mtr.
30.0
No
2.00
No
2.00
Work in progress
250.00
Work in progress
Per Kl
Cum
Mtr.
Not
provided
by DIA
Work in progress
40.88
511.00
Work in progress
Not
provided
by DIA
Work in progress
Work in progress
Cum
40.88
Mtr.
1022.00
Work in progress
No.
175.00
Work in progress
Physical Measurement checking status as per scope:
S.
No
.
1
2.
Item
OHT
HDPE Pipeline
Unit
No.
Mtr.
As per
tender/co
ntract
bond
Qty.
01
1022..00
Compliance for last observations reported
As per
actual (MB)
%age
complet
ed
Qty.
Qty.
95%
85%
01
Not
provided by
DIA
Remarks about quality
Work in progress
Work in progress.
Revision:
Issue 01
Rev:0
DocNo.
QM17
S
.
N
o
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Item
1. OHT
2. Curing Tank
3. Safety
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Observationslastreported
Compliancereported
Wooden cover block has been used in bottom
Compliance not done
dome
Grass has accumulated all around the Curing tank Compliance not done
and curing tank has not been clraned.
Safety Net is not being used during the construction Compliance not done
of OHT. Its observed that workers were not wearing
Safety PPEs. High Risk observed during work at the
site. Bamboo is being used for the staging work for
construction of OHT instead of MS S/Pipes.
Materialtestingstatus (Labtest/MTC)
1.
Design mix report
2.
GI pipe (dia .wise)
3.
HDPE Pipe
4.
MSERW Pipe
Report
Remarks (whethertestsare
Availabili
conductedasperrespectiveIScode
ty
approved
Status
provisionsornot)
QAP)
(yes/No)
M-30 &
Yes
Tests to be conducted as per IS 10262:2009
M-25
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.
Yes
No
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
Yes
No
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications.Not
provided by DIA.
Yes
No
Not provided by DIA.
5.
DI pipe
Yes
6.
Cement
7.
Steel
OPC
Yes
43Grade
Birla Uttam
SAIL 550D No
8.
Aggregate/ Sand
9.
Bricks
S. No.
NameofMaterial
(asperscopeof work)
Makeas
Per
No
Yes
Yes
(10mm&20
mm)
Yes
No
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications.Not
provided by DIA.
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications.Not provided by DIA.
Revision:
Issue 01
Rev:0
DocNo.
QM17
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asof
05.01.2023
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10.
CC Cube
Yes
11.
Water test report
Yes
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
No
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
No
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
Availability of Registeronsite:
Material register
Site order book
:Not provided by DIA.
:Not provided by DIA.
Test register/Report :Not Provided by DIA.
Concrete Register
:Not provided by DIA.
Conclusion and Suggestions:























Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site for
inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public conveyance
locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is to be
approved from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the Mixer
Machine is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and deformed MS
Sheets shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work specification.
Excavated soil near the edges of the trench should be 300 mm away from the trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
94of77
TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Photographs of Inspection
Comments
Bricks are being used as
shuttering which is not
satisfactory practice.
Revision:
Issue 01
Rev:0
DocNo.
QM17
Effective
asof
05.01.2023
Page2
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Spacing of stirrups is not as
per drawing/specification.
Status of OHT
Revision:
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DocNo.
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asof
05.01.2023
Page2
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
.Rusted steel is being used at
site.
X
c
h
e
m
e
:
T
a
n
Stacking of material is not
as per specification.
d
a
B
h
a
n
e
r
a
W
a
ter supply Scheme, Block-Narson.
Generalinformation
Nameof scheme/subscheme
TandaBhaneraPumpingwatersupplyscheme.
(2201/EE./JJM/2021-22,03-12-2021)
Revision:
Issue 01
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DocNo.
QM17
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asof
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Page2
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TUVSUDSOUTHASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
39.02Lacs.
Sanctionedcost(InRs.)
34.40Lacs.
Contractbondcost(inRs.)
03-12-2021
DateofStart
03-04-2022
Dateofcompletion
25 %
Physicalprogress(in%)
15%
Financialprogress(in%)
Sh.HimanshuTyagi
NameofEE/AE/JEwith ContactNo.
Sh.HimanshuKaushik.
NameofTPIEngineer/mobileno.
Pumping.
Typeofscheme
NA
Lastreported
N0
ATRprovidedtilldate.
CurrentStatusofwork(Running/completed) Workis Stoppedsincelast67Months(Dueto
LocalIssue)
Anyotherdetail
PhysicalProgress
S.No
Item
Proposed
Quantityas
percontractbond
1
OHT
2
Pumphouse
Existing
3.
Boundary
wall
Existing
Existing
Totalquant
ityExecute
d tilldate
Executedt
hismonth
-
-
-
-
-
-
Remarks
Work is
Stopped
Work is
Stopped
Work is
Stopped
Scopeofwork/Descriptionofworks
S.No ItemDetails
Unit Asp
erD
PR
proposa
lQty.
1.DismantlingofWork
DismantlingofCCPavement
1.
sbyMechanicalmeansusing
pneumatictoolsbreakingtopi
ecenotexceeding.02cumvol
umeandstockPillingatdesig
nedlocationanddisposalofdi CU
M
smantleuptoaleadof1m
76.05
As
percon
tractb
ondQt
y.
76.05
As per
actual(MB)
Qty.
Not
ProvidedbyDIA
Commentre
gardingqual
ityofwork
-
Revision:
Issue01
Rev:0
Doc No.
QM37
Effective
asof
29-06-2023
Page
1of20
TUVSUDSOUTH ASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
2.Restorationof Road
Roadreinstatement
Cum.
Not
ProvidedbyDIA
76.0
5
76.0
5
-
612
612
-
3.EarthWork
3.1
Excavationinsoilmixed
withsingle,Bajari,bouldersord cum
inarynormalsoil
4.ProvidingandLayingofPipeline
4.1
140mmHDPEPipe
RM
300
300
-
4.2
90mmHDPEPipe
RM
600
600
-
4.3
63mmHDPEPipe
RM
800
800
-
No.
600
600
-
01
1
-
No
1
1
-
No
1
1
-
5.WaterConnections
5.1
No.ofFHTC’S
6.Servovoltagestabilizer
6.1
50KVAServovolta
gestabilizer
Job
7.ChlorinationPump
SupplyandInstallationofC
hlorinationPump
8.SubmersiblePump
8.1
Supply,Installationand
Commissioningof
20HPSubmersiblePump
Revision:
Issue01
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QM37
Effective
asof
29-06-2023
Page
1of20
TUVSUDSOUTH ASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
PhysicalMeasurementcheckingstatusasperscope:
S
.
N
o.
1
2.
Item
Unit
OHT150KL,18 m
Staging
As
pertend
er/contr
act
bond
Qty.
As
perac
tual(
MB)
%age
compl
eted
Qty.
Qty.
No
Exi
sti
ng
-
00%
Mtr.
1700
-
70%
HDPEPipeline
3.
PumpHouse
No.
Exi
sti
ng
-
00%
4.
Boundarywall
M
Existing
-
00%
Remarksaboutquality
Hydrostatic testing to
bedonebeforereinstate
ment
work.
Complianceforlastobservationsreported
S.
No
Item
1.
NIL
Observationslastreported
NIL
Compliancereported
NIL
Revision:
Issue01
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QM37
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asof
29-06-2023
Page
1of20
TUVSUDSOUTH ASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Materialtestingstatus(Labtest/MTC)
S.
no
1.
2.
NameofMaterial
(asperscopeo
fwork)
Make(as
Per
Report
availability
Remarks(whethertestsare
conductedasperrespective
IScode
provisionsornot)
approved
Status
QAP)
(yes/No)
NA
Designmix report NA
Tests to be conducted as
per
IS10262:2009andIS456:200
0&
Frequencyofteststobeconductedas
perspecifications.
No
GIpipe(dia.wise) Yes
TeststobeconductedasperIS1239
(Part I):2004&IS:10748:2004with
Amnd-5,Grade2
3.
HDPEPipe
4.
DIpipe
Narendra No
Plast,
Makedoes
notmentio
n in
TestReport
NA
No
5.
Cement
NA
Yes
6.
Steel
NA
Yes
7.
Aggregate/Sand NA
Yes
8.
Bricks
NA
Yes
9.
CC Cube
NA
NO
10.
Watertestreport NA
Yes
11.
NDTtest(ifany)
NA
NA
Testsconducted
asperISCodeIS4984(1995)&Frequ
encyofteststobeconducted as per
specifications. TestReportsNot
Submitted.
TestsconductedasperIS
CodeIS8329 &Frequencyof
tests tobe
conductedasperspecifications.
TestsconductedasperISCodeIS
8182:2013&Frequencyofteststobe
conductedas perspecifications.
TestsconductedasperISCodeIS
1786:2008&Frequencyofteststobe
conductedas perspecifications.
TestsconductedasperIS Code IS
383:2016&Frequencyofteststobe
conductedas perspecifications.
TestsconductedasperISCode
1077:1992&Frequencyofteststobe
conductedas perspecifications.
As per IS Code IS 10086:1982
&Frequencyofteststobeconducteda
sper IS 456:2000 Not provided
ofstaircase,bottomdome,verticalwal
l
andtopdome.
Testreportnotprovided byDIAand
tests to be conducted as per
IS10500:2012TestReportsprovi
ded
NA
Revision:
Issue01
Rev:0
Doc No.
QM37
Effective
asof
29-06-2023
Page
1of20
TUVSUDSOUTH ASIA
REAL ESTATE &
INFRASTRUCTUREPROJECTVISIT/
MONTHLYREPORT
Availabilityof Registeronsite:
Material register
:
DIA.Site order book
DIA.Testregister
Not provided by
:
Not provided by
:Not
providedbyDIA.ConcreteRegister:Not
provided byDIA.
ConclusionandSuggestions:
 Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to
site forinspection.
 SafetyPPEsKitis mustatsitefortheconstructionworkers
 Safety Display boards & Barricades must be displayed at all workplaces near the public
conveyancelocations.
 TPIAshould be informed beforeanymajoractivityto be started.
 Proper depth and width to be maintained of the Trench for pipeline work as per work
specification.Excavatedsoil near theedges of thetrench should be300 mm awayfrom the
trenchedges.
 HydrotestingofthePipeline worksand waterretainingstructures tobedoneas perspecifications.
 ProperprocedureforRoadrestoration workto be followed.
 E&MEquipmentto bepostinspected atsitetoo.
 FHTCConnectionworksto bedoneas perdrawingandas perspecifications.
 Backfillingwork tobedonein layersand properlycompacted.
 Allthetestreportsofthe constructionmaterialsistobeavailableat site andproperlymaintained.
 Testregisterstobemaintainedatsite.
 Backfilling should be done in layers and proper compaction should be done in
mechanicalmeansforpipelineand OHT work.
 Note: All concrete mixers to be attached with Weigh Batcher machine and volumetric
concreteis notacceptable.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
302 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
PhotographsofInspection
Comment
s
ExtensionNipplelengthisverys
mallandneedtobe rectified.
Vertical pipe length for FHTC
connection ismore than as
specified in specification.
Need toberectified.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
303 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
FHTCPipelineisnotGroutedpr
operlyandneedto be rectified.
FoundSatisfactoryFHTCCon
nection.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
304 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
ExtensionNipplelengthisverys
mallandneedtobe rectified.
Verticalpipeisnotproperlyclam
pedtothewalland need to
berectified.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
305 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
ExtensionNipplelengthisverys
mallandneedtobe rectified.
FoundSatisfactoryFHTCCon
nection.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
306 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
ExtensionNipplelengthisverys
mallandneedtobe rectified.
ExtensionNipplelengthisverys
mallandneedtoberectified.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
307 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Extension Nipple length is
very small and needto be
rectified. Also Vertical pipe is
not properlyclamped.
ExtensionNipplelengthisverys
mallandneedtoberectified.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
308 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Verticalpipeis
notproperlyclamped.
FHTCConnectioninverticalpip
enotdoneasperspecification.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
309 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
FHTCConnectionisfoundtobe
satisfactory.
FHTCConnectionisnotdonea
sspecifiedinspecification.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
310 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
NarendraPlastHDPE
PipeusedatSite.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
311 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
90MMHDPEPipeTestReport
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
312 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
110
MMHDPEPipeTestReport
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
313 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
63MMHDPEPipeTestReport
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
314 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
160
MMHDPEPipeTestReport
I. Scheme: Bahadarpur Jatt Water supply Scheme. Block-Bahadrabad .
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
315 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
General information
Name of scheme/sub scheme
Name of DIA
Sanctioned cost (In Rs.)
Contract bond cost (in Rs.)
Date of Start
Date of completion
Physical progress (in%)
Financial progress (in%)
Name of EE/AE/JE with Contact No.
Name of TPI Engineer/mobile no.
Type of scheme
Last reported
ATR provided till date.
Current status of work(Running/completed)
Any other detail
Bahadarpur Jatt Pumping water supply scheme.
(51 EE/JJM/2022-23)
MD UJS
29.03Lacs.
27.92 Lacs.
18-08-2022
31-03-2023
%
61%
Sh. Vishal Yadav
Sh. Pervez
Pumping.
2nd visit @May-23
NA.
Running.
-
Note: Site has been completed and final visit to be done after getting compliances of
ATR.
Physical Progress
S.No.
Item
1.
2.
Pipeline work
FHTC
Proposed
Quantity as per
contract
bond
700
331
Total
quantity
Executed till
date
Executed
This month
680
320
-
Remarks
Scope of work /Description of works
S. No
Item Details
Unit
As per
DPR
proposal
Qty.
As per
contract
bond Qty.
As per
actual
(MB)
Qty.
ZONE-I
1
Following Size of
CI/DI DF sluice valves
Not
provided
Not
provided
Comment
regarding
quality of work
Revision:Iss
ue 01
Effective as
of
17.05.2023
Rev: 0
Doc No.
QM 20
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Page
316 of 112
2
80 mm
3
100 mm
4
Chamber
No
02
5
Dismantling of CC
pavement
Cum
33
6
Excavation in pipe line
Cum
420
7
Construction of Unreinforced, CC
pavement
Providing and laying
of HDPE pipes
Cum
33
8
by DIA
01
by DIA
01
A
90 mm
Mtr.
700
9
House hold connection
No.
331
Physical Measurement checking status as per scope:
S.
No
.
Item
Unit
As per
tender/co
ntract
bond
Qty.
As per
actual (MB)
%age
complet
ed
Qty.
1.
Pipeline work
Mtr.
700
Qty.
98%
2.
FHTC
Nos
331
95%
Remarks about quality
Compliance for last observations reported
S.
No
1.
Item
Observations last reported
FHTC
Bib cock is not provided for the FHTC
Compliance not done
2.
FHTC
Extension nipple is not provided for
FHTC
Compliance not done
Material testing status (Lab test/MTC)
Compliance reported
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
317 of 112
S. No.
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Name of Material
Make as
(as per scope of work)
Per
210. Design mix report
211. GI pipe 15mm Dia
212. HDPE Pipe-90 mm
213. MSERW Pipe
Report
Remarks (whether tests are
Availabili
Conducted as per respective IS code
ty
Approved
Status
Provision so not)
QAP)
(yes/No)
No
Tests to be conducted as per IS 10262:2009
and IS 456: 2000 & Frequency of tests to
be conducted as per specifications.
Apollo
Yes
Tests to be conducted as per IS 1239 (Part
I):2004 & IS: 10748:2004 with Amnd-5,
Grade 2Not provided by DIA.
Yes
Yes
Tests conducted as per IS Code IS 4984
(1995) & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
No
Not provided by DIA.
214. DI pipe
No
215. Cement
No
216. Steel
No
217. Aggregate/ Sand
No
218. Bricks
No
219. CC Cube
No
220. Water test report
No
Tests conducted as per IS Code IS 8329 &
Frequency of tests to be conducted as per
specifications.
Tests conducted as per IS Code IS
8182:2013 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code IS
1786:2008 & Frequency of tests to be
conducted as per specifications. Not
provided by DIA.
Tests conducted as per IS Code IS
383:2016 & Frequency of tests to be
conducted as per specifications.
Tests conducted as per IS Code 1077:1992
& Frequency of tests to be conducted as per
specifications. Not provided by DIA.
As per IS Code IS 10086:1982 &
Frequency of tests to be conducted as per IS
456:2000NA
Test report not provided by DIA and tests
to be conducted as per IS 10500:2012Not
provided by DIA.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
318 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Availability of Register on site:
Material register
Site order book
: Not provided by DIA.
: Not provided by DIA.
Test register/Report: Not Provided by DIA.
Concrete Register
: Not provided by DIA.
Conclusion and Suggestions:




















Site Order Book is to be available at site whenever any TPIA/ DIA/DWSM/SWSM come to site
for inspection.
Safety PPEs Kit is must at site for the construction workers
Safety Display boards & Barricades must be displayed at all work places near the public
conveyance locations.
Primary Steel is to be used instead of Secondary steel. If Secondary steel is to be used then it is
to be approved from the Engineer in charge and as per CPWD specifications.
Proper lap length and development length to be maintained as per drawing/ IS Code: 456.
Binding wire to be used is to be between 16 – 18 gauges.
Mix design is to be approved by the Engineer in charge before being used at site.
Volumetric Mix concrete to be avoided at site and proper placing of Weigh Batcher with the
Mixer Machine is to be done.
Shuttering material should be cleaned from old concrete. Old rusted shuttering plate and
deformed MS Sheets shouldn’t be used and removed.
Shuttering oil to be placed before placing of reinforcement.
Cover Blocks to be placed properly.
Curing of the structure and brick masonry to be done as per IS Code 456
TPIA should be informed before any major activity to be started.
Proper depth and width to be maintained of the Trench for pipeline work as per work
specification. Excavated soil near the edges of the trench should be 300 mm away from the
trench edges.
Hydro testing of the Pipeline works and water retaining structures to be done as per
specifications.
Proper procedure for Road restoration work to be followed.
E&M Equipment to be post inspected at site too.
FHTC Connection works to be done as per drawing and as per specifications.
Backfilling work to be done in layers and properly compacted.
All the test reports of the construction materials is to be available at site and properly
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
319 of 112



TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
maintained.
Field Tests of concrete i.e. Cube Tests and Slump Test to be done as per IS Code 456
Tests reports of Pea Gravel are to be from approved Quarry for TW work.
Site Register is to be maintained for the Development of Tube Well.
Photographs of Inspection
Comments
Height of stand post observed
500mm in connection of Ikram
s/o Jameer hasan.
Tap found damaged in FHTC
of saleem s/o Shareef.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
320 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Many FHTC provided in open
ground (House of beneficiary
not available ).
Make not mentioned in test
report of HDPE pipe.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
321 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
PROJECT VISIT /MONTHLY REPORT
Make not mentioned in Test
report of GI pipe.
Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
322 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
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Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
323 of 112
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Revision:Iss
ue 01
Rev: 0
Doc No.
QM 20
Effective as
of
17.05.2023
Page
324 of 112
TUV SUD SOUTH ASIA
REAL ESTATE & INFRASTRUCTURE
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END OF REPORT