TUV SUD South Asia Pvt.
Ltd
Report No. TSSA/JJM/PWS/KOKAN/RATNAGIRI/Omali /699 Date. 16/12/2023
Third-Party Inspection Report
I) General
Project Name Jal Jeevan Mission, Maharashtra State
Name of WS scheme Retrofitting PWS scheme at Village Omali Block Chiplun, District Ratnagiri
Cluster / Region Cluster 1/ Konkan Region
Implementing Agency Zilla Parishad Ratnagiri District
Nodal Officer Executive Engineer RWS division ZP Ratnagiri
Reference for inspection ZP Allotment Letter No. . RZP/RWS/JJM/4644 Dt. 27.07.2022
Date of inspection 16.12.2023
Stage of inspection 1st stage
Name of TPI Agency M/s TUV SUD South Asia Pvt. Ltd.
Name of inspecting officer AZMAN BHATKAR
From ZP Mr. Dipak Gavas (J.E.)
From PMC NA
Inspection witnessed by
From contractor Shri Yogesh tukaram sutar
From GP / VWSC GP member
II) Details of scheme
Name of WS scheme JJM water supply scheme Village Omali Block Chiplun District Ratnagiri
Category of Scheme (Retro/new) Retro
Type of Scheme (SVS/ MVS/ Solar) SVS
Name of villages/ habitation Omali
included in scheme
Ultimate year for Design Year_2053
Designed population of scheme 1200 souls
Proposed LPCD 55 LPCD
Ultimate water demand .070 MLD
Source of the scheme Jack well
Technical sanction Accorded by Executive Ratnagiri
Technical sanction Reference letter Technical sanction Reference letter number- 300 and date: 22.03.2022
number and date:
Administrative Approval Authority Executive Engineer Ratnagiri (RWSD)
Administrative Approval Reference letter number
letter number and date :
Estimated cost of scheme Rs. 77,79,924/- lacs (Gross) – With GST & Other charges
Sub works included Sub Particulars Kamblewadi Gondhalewadi Amount in
in scheme as per work RS. /-
sanctioned estimate 1 RCC well 802031 00 802031
2 Switch room 134998 00 134998
3 Pump machinery 124157 132927 257084
4 Rising main 323238 864160 1187398
5 RCC GSR 186809 721762 908571
6 Distribution system 698777 2347991 3046768
7 Electrification 200000 00 263612
charges
8 Trial run for 3 month 78732 00
Toal 6679194
III) Details of existing scheme & exiting works to be utilized
A) Infrastructure:-
B) Functionality/Service level:-
IV) Details of Accepted Tender
Name of the contractor Shri Yogesh tukaram sutar
Accepted Tender no.
Work order details Letter No. RWS/7288/2022 Dt.30.11.2022
Duration of the Contract 6 Months
Scheduled date of completion 30.01.2023
Time extension granted if any No
Cost put to Tender Rs. 74,09,452/-
Accepted cost of tender Rs. 84,46,775/-
Up-to-date Expenditure incurred on Rs. --------- /-
tender
V) Tendered work details & progress
Sr. Particulars Kamblewad Gondhalewadi Amount Physical
No. i in RS. /- progress
1 RCC well 802031 00 802031
2 Switch room 134998 00 134998
3 Pump machinery 124157 132927 257084
4 Rising main 323238 864160 1187398 50
5 RCC GSR 186809 721762 908571 0
6 Distribution system 698777 2347991 3046768 50
7 Electrification charges 200000 00 263612
8 Trial run for 3 month 78732 00
Overall physical completion of scheme 30
Total cost with estimate rate
Total cost / expenditure with
accepted tender rate ()
VI) Source details
Description of source with its Existing / New New
location Type of Source RCC Well
Location Omali
Land availability for source Govt./ Private Govt.
Status of Acquisition / NA
Alienation
Source certificate details Certification done by Work yet to be start
Letter no. & date
Details of yield test of source Test performed by
Date
Yeild in litres per day
Comments about sustainability of source
Details of source water testing Bacteriological test done by Work yet to be start
Test done on date
Test Result --
Reference (Ltr. No. & date) --
Chemical test done by --
Test done on date --
Test Result --
Reference ( Ltr. No.& date) --
VII) Field Inspection Report
Sub work no. 1- Source Work –Work yet to be start
1. Details of sub-work-
2. Details of actual work done -
3. Field observation –
Observation
4. Serious issues observed if any- NA
5. Suggesting / recommendation regarding this work if any –
The testing report for the entire procured item should be taken from the
company also hydraulic testing for the pipe lay should be done.
Water source test should be done periodically for monitoring of the water
quality for bacterial and chemical presenc
6. Photograph of said work-
Sub work no. 2- Rising main-
1. Details of sub work:-
2. Details of pipe supply along with records of Material Inspections
Type, class Provision Pipe Pipe Agency Quantity of Reference Pipe line
& dia. Of as per supplied supply for pipes letter / laid
pipe tender (as per company inspection inspected by certificate (Rmt)
MB) / (make of of pipes Agency (Rmt) from
pipe) Agency
PE-100 PN- 470 - - - - Test
8 DN -63 report not
mm provided
8kg/sqcm
3. Status of actual work done:- Rising main pipe line work is in progress
4.Verification of measurements recorded in measurement book:- not verified
Trial pit results
Sr.No. Type & class of pipe Diameter of pipe Soil cover on pipe Location
PE-100 PN-8 DN -63 mm
1 63mm 840 Omali
8kg/sqcm --
-
1. Field observations:-
2. Serious issues observed if any & suggesting / recommendation regarding this work if any:-
Soil cover 840mm
Rising main 63mm 8kg/sqcm
Sub work no. 3- RCC ESR – yet to be start
1. Details of sub work:-
2.Details of approval of RCC design with details of approving authority:- NA
Sub work Capacity Foundation RCC design RCC design checked & RCC design
name in liters checking / done by approved by (Name of approved by dept.
strata verified institute & ref. ltr no.) (Authority & ref. ltr
by no.)
-- -- -- -- --- --
3. Bearing capacity certification details:- NA
4. Status of actual work done:- NA
5. Verification of measurements recorded in measurement book:-
6. Details of R.C.C. cube test reports with comments:-
*Note:-
Component Concrete Date of Date of Testing Concrete Grade Reference of testing
grade Casting Testing result N/mm2 institution
for Ltr No. date
7 Days 28 Days 7 Days 28 Days
NA NA NA NA NA NA NA NOT Applicable
1.Details of building material test reports with comments:- NA
2.Field observations:- NA
3.Details of water tightness test if RCC container is completed:- NA
4.Serious issues if any & suggesting / recommendation 5 regarding this work if any:- NA
5.Also give some photograph of RCC structure, materials used:-NA
Sub work no. 4- Distribution system -
1.Details of sub work:-
1) Lowering, laying, and jointing of Distribution line HDPE pipe size of
63mm 6kg/sqm
2) Depth of trench for Distribution pipe 900mm.
3) Make of HDPE pipe -Aqualink Brand.
2.Details of pipe supply along with third party inspection certificate details.
Distributuion pipe 63mm 6 kg/sqcm
Soil cover 900mm
Type, Provisio Pipe Pipe TPI Quantity Reference letter / Pipe
class & n as per supplied supply agency of pipes certificate from TPI line
dia. Of tender (as per company for inspected laid
pipe MB) / (make inspection by TPI (Rmt)
of pipe) of pipes (Rmt)
PE-100 1371 RMT Test report not
PN-6 DN provided
-63 mm 6
kg/sqcm
1. Status of actual work done:- Distribution pipe line work is completed
2. Verification of measurements recorded in measurement book:- not verified
3. Trial pit results
Sr. No. Type & class of Diameter of pipe Soil cover on pipe Location /
pipe Chainage
1 PE-100 PN-6DN 63 63 mm 900MM Omali
mm
Sub work no. 5- Water Treatment Plant / Filtration Plant, if any:- Not in Scope
Sub work no. 6- Pumping Station, if any:-Not in Scope
Sub work no. 7- Tap Connections:- Not in Scope
Electro chlorination:- Not in Scope
VIII) Electrification
Give the status of electrification work
Type of connection (Existing / New) New
If existing, whether sufficient load available?
In case of new connection
a) Whether process started (yes/no) yes
b) Date of A-1 form submitted -
c) Date & amount of quotation received -
d) Date of remittance of amount to MSEDCL -
e) Work started on -
f) Work completed on -
IX) Land acquisition for infrastructure
Details of Land acquisition for infrastructure: - All are the existing structure therefore no details found related
to land acquisition.
X) Other Issues
Details of other issues if any:- Hydraulic testing reports are not available.
XI) Building Material Testing Report
A) Cement-
Sample Con Finenes Initial Final Soun Avg. 3 Avg. 3 Avg. 3 Referenc
sist s of setting setting d days days days e of
anc Cement time time ness compress compress compress testing
y (Minute (Minute ive ive ive institutio
s) s) strength strength strength n Ltr NO.
(N/mm2) (N/mm2) (N/mm2) date
NOT
- - - - - - - - - APPLICA
BLE
B) Steel-
Size of bar Weight (kg/m) Av. Ultimate % Reference of
Stress Elongation testing
(N/mm2) institution Ltr
No. date
Standards Std. Tol. Permissible Actual Not less than Not less
as per IS wt. Limit 415 (N/mm2) than 14.5
1786-2008 for tor steel %
8 mm dia 0.395 -8% 0.363 - - - Not Applicable
10 mm dia 0.617 -8% 0.567 - - - -
12 mm dia 0.888 -6% 0.835 - - - -
16 mm dia 1.58 -6% 1.4852 - - - -
C) Sand-
Silt content As Fineness Specific Bulk Water Reference of
per IS 2386 modulus As Gravity Density absorption testing institution
Part 2 - 1963 per IS 1542 – Ltr No. date
1992
(It should not be (It should not be As per IS 2386 NA NA Not Applicable
more than 5 % ) less than 1.50%) Part 3 – 1963
2.88% 0.00 % -
D) Aggregate& Metal- Testing report not found at site,
Reference of
Crushing Impact Abrasion testing
Value Value Value institution Ltr
Bulk Flaky
% Water Specific Fineness No. date
Size density ness
absorption Gravity (It should (It should (It should modulus
Kg/m3 index
not be not be not be Limits as per
more than more than more than IS 383 - 1970
45.00%) 45.00%) 45.00%)
Not
Applicable
E) Laterites Stone
Sr. No. Water Crushing Strength (N/Sqmm) Reference of testing institution
absorption Ltr No. date
% Dry Condition Wet condition Not applicable
XII) Details of safety measures adopted at site of work:-
Hard hat or helmet is issued to each and every personnel working on site. It has
to be worn all times at job site
Hand gloves are supplied to all personals to protect against cuts when handling
material or equipment, during cleaning operations, cutting metal studs or similar
works
Safety vests also called as high visibility shirts. Purpose of safety vest is to keep
the person always clear in view, even in the dark and he should be visible to
everyone. Safety vests are of different bright colors like red, green, yellow so it's
easy for workers to see and locate each other.
Shirts, long pants and hard soul shoes, a 6-inch-high boot is recommended.
Material on the job site should be stored properly when not in use to prevent
injury and wastage of materials. Ensure proper storage and good housekeeping.
Proper storage can prevent the falls of the materials leading to material damage
and accidents.
XIII) Fund availability Details:-
Fund head Approved provision (Rs.) Receipt of Fund (Rs.)
Central share under JJM 50% 884472 --
State share under JJM50% 884472 --
Community contribution
Convergence fund
XIV) Details of non-conformities observed
Sr. Type of Non- Non-Conformity Description of Responses Remarks
No. Conformity reference number Non– Conformity from
(CAR/CL) Implementing
Agency
01 -- -- -- -- --
XV) Overall comment about the quality of works, & functionality of scheme:-
Rising main and Distribution pipe line work is in progress.
XVI) Details of FHTC coverage:- Not in scope
Name of village/habitations covered under this WS Omali
scheme
Total households in villages/habitations included in the -
scheme
Households with water connection prior to this scheme -
Water connections give through this scheme -
Total FHTC coverage -
XVII) Suggestions / Recommendations for maintaining the quality of work:-
Observations Description Compliance Done(Yes/ NO)
Negligible Poor house keeping
Minor
Medium Hydraulic test report not provided.
HDPE pipe third pipe test report not
provided.
Major
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