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8/10/2019 Formats CIVIL
1/28
PROJECT :
OWNER : DELHI JAL BOARD
JOB NO :
Compressive
strength of
indivisual cube
Average
compressive
strength
Sign.of JE Sign.of AE/EE Sign. Contrator. N/Sq.mm. N/Sq.mm.
FOR L&T
SL No.Date of
casting
Item of work
Location
Identificat
ion marks
of cube
Sample filled in the presence of
LARSEN & TOUBRO LTD. - ECC DIVISION
CUBE TESTING REPORT AT SITE
Package 1A "Design Construction, Supply, Installation, Laying & Jointing, Testing and Commissioning Successfully,
Water Pumping Station and Raw Water Twin Main."
Date of
testing
Size of
cube
(mm)
Weight
of cubeMix
Load
(KN)
8/10/2019 Formats CIVIL
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REPORT NO:
DATE:
Sign.of JE Sign.of AE/EE Sign. Contrator.
For DJB
LTCG/DWSS/FM-15
AcceptabilitySample filled in the presence of
01 yr. DLP And 05 yr. O&M of 55MGD Intake Works, Raw
Remarks
8/10/2019 Formats CIVIL
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Rep No.
Date
OWNER: President Secretariat
Name of Structure: Grade of Concrete
Drawing No. Qty. (M3)
Location Slump
S.No. YES /NO Remarks
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
For CPWD
LTCG/PE/FM-03
LARSEN & TOUBRO LTD
CONCRETE POUR CARD
PROJECT: Waste Water Recycle at the President's Estate: 2MLD Sewage Treatment Plant.
ITEM Description
Form work Checked
Reinforcement Checked
Concrete gang present: including carpenter, steel fixer, mechanics and
electricians.
Access provided
Method statement approved
Batching plant/mixers in working order / RMC Plant
Standby Batcher in working condition
Water, coarse aggegrate, cement, sand, admixture stock approved
Water, coarse aggegrate, cement, sand, admixture stock sufficient
Concrete conveying arrangement available in working condition
FOR L&T
Safety arrangements
Area Lighting
Arrangements for suspension stoppage of concrete provided
Curing arrangement made
Laboratory notified
Cement Qty.(Bags)
Communication between various points provided
8/10/2019 Formats CIVIL
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REPORT NO:
DATE:
Name of Unit:
DRG NO.:
MEMBER BAR NO. DIA OF BARSNO. PER
MEMBER
NO. OF
MEMBER
TOTAL NO. OF
BARS
CUTTING
LENGTHTOTAL LENGTH SHAPES
FOR L&T FOR DJB
LTCD/DWSS/FM-21
LARSEN & TOUBRO LTD. - ECC DIVISION
BAR BENDING SCHEDULE
PROJECT :
Package 1A "Design Construction, Supply, Installation, Laying & Jointing, Testing and
Commissioning Successfully,01 yr. DLP And 05 yr. O&M of 55MGD Intake Works, Raw
Water Pumping Station and Raw Water Twin Main."
OWNER : DELHI JAL BOARD
8/10/2019 Formats CIVIL
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Rep No:
DATE:
PROJECT :
OWNER : DELHI JAL BOARD
JOB NO : Tested by:
Location of sample : Approved by:
% ppm % ppm % ppm
LTCD/DWSS/FM-24
SL.NO. Trial pit/Borehole No. Depth (m) PH ValueSulphite
Remarks
LARSEN & TOUBRO LTD. - ECC DIVISION
GEOTECHNICAL SURVEY AND SOIL INVESTIGATION
Package 1A "Design Construction, Supply, Installation, Laying & Jointing,
Testing and Commissioning Successfully,01 yr. DLP And 05 yr. O&M of 55MGD
Intake Works, Raw Water Pumping Station and Raw Water Twin Main."
Sulphate Chloride
8/10/2019 Formats CIVIL
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REPORT NO:
DATE:
Project:
OWNER:DELHI JAL BOARD
JOB NO :
Transmission Main No.
Spread No. TP No. To TP No.
SL No.
1 PILE NO. :
2 N. GROUND LEVEL :
3 CUT OF LEVEL :
4 TIP LEVEL :
5 BORING START (IN HOURS) :
6 BORING COMPLETION :7 FLUSHING START TIME :
8 FLUSHING COMPLETION TIME :
9 BORE DEPTH :
10 PILE LENGTH :
11 CONCRETE START TIME :
12 CONCRETE COMPLETED TIME :
CONCRETE : :
GRADE :
SLUMP :CUBES TAKEN :
THEORITICAL QTY. :
ACTUAL QTY.
Main Bar Dia in mm Length in Mtr. No.
Lap Dia in mm Length in Mtr. No.
Spacer ring Dia in mm Length in Mtr. No.
Spiral/helical Dia in mm Length in Mtr. No.
LapDia in mm
Length in Mtr. No.
ABSTRACT
For DJB
LTCD/DWSS/FM-33
FOR L&T
LARSEN & TOUBRO LTD. - ECC DIVISION
PILING REPORTPackage 1A "Design Construction, Supply, Installation, Laying & Jointing, Testing and
Commissioning Successfully,01 yr. DLP And 05 yr. O&M of 55MGD Intake Works, Raw Water
Pumping Station and Raw Water Twin Main."
Description
REINFORCEMENT :
8/10/2019 Formats CIVIL
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REPORT NO:
DATE:
PROJECT :
OWNER : :DELHI JAL BOARD
JOB NO :
Contractor : Date of Sampling:
Location/Work area: Sampled by:
Date of testing: Weight of sample:
IS SIEVE SIZECuml Weight
retained(Gms)
% Cuml Weight
retained(Gms)% Passing Passing % Limit Remarks
40 MM 100
20 MM 85-100
12.5 MM 100
10 MM 0-20 85-100
4.75 MM 0-5 0-20
2.36 MM 0-5
Pan
RESULTS :
For DJB
LTCD/DWSS/FM-38
LARSEN & TOUBRO LTD. - ECC DIVISION
SIEVE ANALYSIS FOR STONE AGGREGATES
Package 1A "Design Construction, Supply, Installation, Laying & Jointing, Testing and
Commissioning Successfully,01 yr. DLP And 05 yr. O&M of 55MGD Intake Works, Raw Water
Pumping Station and Raw Water Twin Main."
WEIGHT
RETAINED (Gms)
FOR L&T
8/10/2019 Formats CIVIL
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REPORT NO:
DATE:
PROJECT :
OWNER : :DELHI JAL BOARD
JOB NO :Contractor : Date of Sampling:
Location/Work area: Sampled by:
Date of testing: Weight of sample:
IS SIEVE SIZE
WEIGHT
RETAINED
(Gms)
Cuml Weight
retained(Gms)
% Cuml Weight
retained(Gms)% Passing Passing % Limit
10 mm 100
4.75 mm 90-100
2.36 mm 75-100
1.18 mm 55-90
600 micron 35-59
300 micron 8-30
150 micron 0-10
Pan
FM
FOR L&T For DJB
LTCD/DWSS/FM-40
ARSEN & TOUBRO LTD. - ECC DIVISIO
SIEVE ANALYSIS OF SAND/ FINE AGGREGATES
Jointing, Testing and Commissioning Successfully,01 yr. DLP And
05 yr. O&M of 55MGD Intake Works, Raw Water Pumping Station and
Raw Water Twin Main."
8/10/2019 Formats CIVIL
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Rep No.
Date
OWNER: DELHI JAL BOARDName of Building:
Concrete Element & Location: Date: Time:
Approved Drawing No.:
Y= Yes, N=No and NA= Not Applicable Date: Time:
S.No. Contractor's Engineer
Engineer in
charge/Authorized
person
1
2
34
5
6
7
For DJB
LTCD/DWSS/FM-54
Inspection Request on:
LARSEN & TOUBRO LTD. - ECC DIVISIONPOST CONCRETE CHECK LIST
PROJECT:Package 1A "Design Construction, Supply, Installation, Laying &
Jointing, Testing and Commissioning Successfully,01 yr. DLP And 05
yr. O&M of 55MGD Intake Works, Raw Water Pumping Station and Raw
Water Twin Main."
Inspection Required on:
Any repairing required
Remarks for Rectification by ENGINEER-IN-
CHARGE
Concrete Quality Acceptable:Yes/No
FOR L&T
Name of Activities
Concrete started on
Concrete completed on
Curing satisfactoryCube strength (------- days)
Concrete surface condition
8/10/2019 Formats CIVIL
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For 1 M
Ltr./M
Kg./M
Kg./M
Kg./M
%
%
Kg. x
Kg. x Moisture%
Liters. +Qty. of col
Kg.+ +Qty. of col
% of 10mm Kg. -Absorptio
% of 20mm Kg. -Absorptio
Kg./M
Kg./M
Kg./M 10mm
Kg./M 20mm
Kg./M
DJB
5. Admixture
1. Cement
2. Sand
3. Coarse aggregate
4. Water Liters/M
Actual Quanties requied for...Kg. Cement after adjustment of moisture
7. Actual Qty of Coarse aggregate:-
5. Actual Qty of water after correction:
6. Actual Qty of Sand:
4. Water deduted for free surface moisture present in sand:
1. Free moisture present in Sand %
2. Water absorption of coarse aggregate
3. Extra water added for absorption in case of coarse aggregate:
(b.) Cement
(c.) Sand...
(d.) Coarse aggregate
PROJECTPackage 1A "Design Construction, Supply, Installation, Laying & Jointing, Testing an
Raw Water Pumping Station and Raw Water Twin Main."
Mix Proportions:
(a.) Water
LARSEN & TOUBRO LIMITED
ADJUSTMENT OF MOISTURE CONTEN
8/10/2019 Formats CIVIL
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=(+)
in sand =(-)
l.3 (=)
l.4 (=) Kg.
n (=) - (=) Kg.
n (=) - (=) Kg.
L&T
L&T/DJB/DWSS/FM/
-Qty. of col.4 Liters.
Liters.
Liters.
Commissioning Successfully,01 yr. DLP And 05 yr. O&M of 55MGD Intake Works,
ECCD
FOR GRADE M-
Rep No. :
Dt.
8/10/2019 Formats CIVIL
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PROJECT :
OWNER : DELHI JAL BOARD
Location of sample : Sampled by
1
2
3
4
5
6
7
8
9
10
11
12
DJB
L&T/DJB/DWSS/
LARSEN & TOUBRO LTD. - ECC DIVI
Test for Bulking of Sand
Package 1A "Design Construction, Supply, Installation,
Commissioning Successfully,01 yr. DLP And 05 yr. O&M of
Pumping Station and Raw Water Twin Main."
Sl No. Date of testing Initial height of sand Final height of sandBulking % of
sand
8/10/2019 Formats CIVIL
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Rep No:
DATE:
Sign.of JE ign.of AE/E Sign. Contrator.
L&T
FM/
ION
Laying & Jointing, Testing and
55MGD Intake Works, Raw Water
Sample filled in the presence of
8/10/2019 Formats CIVIL
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PROJECT :
OWNER : DELHI JAL BOARD
Sourc Sampled
Sl No. Determination
1 Volume of silt Above sand layer (ml)
2 Volume of sand Above silt layer (ml)
3 Percentage of silt (Silt in ml/Sand in ml)x100
DJB L&T
L&T/DJB/D
Test accepted/ rejected as per IS code :383-1970/CPWD Specification
LARSEN & TOUBRO LTD. - ECC DIVISION
Test for Bulking of SandPackage 1A "Design Construction, Supply, Installation, Layin
Jointing, Testing and Commissioning Successfully,01 yr. DLP
O&M of 55MGD Intake Works, Raw Water Pumping Station and RawMain."
8/10/2019 Formats CIVIL
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Rep No:
DATE:
y
WSS/FM/
esult
&
nd 05 yr.
Water Twin
8/10/2019 Formats CIVIL
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PROJECT:-
CLIENT :-
REFERENCE DOCUMENT:- IS 2720,Part-29
Source of material Max. Dry Density ( Ymdd) gm/cc
LocationOptimum Moisture Content %
Volume of core (V) CC Date :-
Representating test strech
Test pit Location
FIELD DENSITY
Wt. of core + soil sample(W1) (gm)
(gm)
(gm)
(gm/cc)
MOISTURE CONTENT
Moisture content by Rapid Moisture meter(%)
RESULTS
Field dry density Yd=100x {Yb/(100+w)} (gm/cc)
Percentage of compaction obtained=(100xYd/Ymdd) %
% compaction required as per specification %
REMARKSPass/ Fail
FM/LT/
FOR DJB FOR L&T
wet density of material in the core Yb=(W3/V)
LARSEN & TOUBRO LIMITED - ECC DIVISION
Field Density Test By Core cutter MethodPackage 1A "Design Construction, Supply, Installation, Laying & Jointing, Testing and
Commissioning Successfully,01 yr. DLP And 05 yr. O&M of 55MGD Intake Works, Raw Water
Pumping Station and Raw Water Twin Main."
Delhi Jal Board
Wt. of core ( W2)
Wt. of soil sample in core W3=W1-W2
8/10/2019 Formats CIVIL
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LARSEN & TOUBRO LTD. - ECC DIVISION
AGGREGATE IMPACT TEST
PROJECT :
OWNER :
Sorce
Material Coarse aggregate (.mm)
Sampled by
SL No. Sample taken from :
1 Weight of aggregate smple filiing in the metal measur, (gms)
2 Weight of aggregate passing on 2.36 mm sieve (W1)
3 Weight of aggregate retained on 2.36 mm sieve (W2)
4 Aggregate Impact value % (W1/W2)x10
RESULT: The impact value of sample is ..%.
Aggregate impact values
1. < 10%
2. 10% - 20%
3. 20% - 30%
4. > 35%
Test: as per IS 2386-Part-4
Remarks Aggregate confirmed/ not confirmed to IS code :383-1970/CPWD Specification
FOR DJB
Package 1A "Design Construction, Supply, Installation, Laying & Jo
Commissioning Successfully,01 yr. DLP And 05 yr. O&M of 55MGD Inta
Pumping Station and Raw Water Twin Main."
8/10/2019 Formats CIVIL
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Rep No:
DATE:
1 Remarks
Remarks
Very Strong
Strong
Satisfactory
Weak
FOR L&TL&T/DJB/DWSS/FM/
Aggregate
cylindrical
measuring
internal dia.
7.5 cm and
depth 5 cm
inting, Testing and
ke Works, Raw Water
8/10/2019 Formats CIVIL
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Date:
Sign.of JE Sign.of AE/EE Sign. Contrator.
For DJB For L&T
L&T/DJB/BWTP/FM/
Grade of Concrete
SL.No.Date of
testing
Item of work
and Location
Vibratorused
(Yes/No)
Qty. of wateradded per bag of
cement (Ltrs)
Height ofspeciment after
removal of Mould
slump
(mm)
Acceptabilityof result or
action taken
Sample filled in the presence of
Report NSLUMP TEST
LARSEN & TOUBRO LIMITED
Design, Construction, Supply, Testing, Commissioning, Trial run, Operation and Maintenance for 10 years of
SCADA system at Bhagirathi WTP & Distribution Area.Project
8/10/2019 Formats CIVIL
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LARSEN & TOUBRO LTD. - ECC DIVISION
DETERMINATION OF SPECIFIC GRAVITY
IS: 2386 Part-3
PROJECT :
OWNER :
Source
Material Coarse aggregate (.mm)
Sampled by
SL No. Sample taken from :
1 Weight of empty pyconometer, (gms) W1
2 Weight of empty pyconometer+sample (gms) W2
3 Weight of empty pyconometer+sample+water (gms) W3
4 Weight of empty pyconometer+water (gms) W4
5 Specific gravity of sample = (W2-W1) / {(W4-W1)-(W3-W2)}
FOR DJB
Package 1A "Design Construction, Supply, Installation, Laying & Jo
and Commissioning Successfully,01 yr. DLP And 05 yr. O&M of 55MGD
Raw Water Pumping Station and Raw Water Twin Main."
8/10/2019 Formats CIVIL
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Rep No:
DATE:
Result
FOR L&TL&T/DJB/DWSS/FM/
inting, Testing
Intake Works,
8/10/2019 Formats CIVIL
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LARSEN & TOUBRO LTD. - ECC DIVISION
10% Fine Value of Stone Aggregate
IS: 2386 Part-4
PROJECT :
Material
Location :-
Source
Sampled by
Sl. No. Determination
1 Weight of Aggregate Sample in mould (gms) W1
2 Load applied in Tones (1 Ton=10 KN)=X
3 Weight of Aggregate Sample passing in 2.36mm sieve after test (gms) W2
4 Aggregate 10% fine Value=W2/W1x100=Y
Load for Ten Percent fine value in Tones
By formula (14*X) / (Y+4)
FOR DJB
Package 1A "Design Construction, Supply, Installation, Laying &
Testing and Commissioning Successfully,01 yr. DLP And 05 yr. O&
Intake Works, Raw Water Pumping Station and Raw Water Twin Main.
8/10/2019 Formats CIVIL
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Rep No:
DATE:
Result
FOR L&TL&T/DJB/DWSS/FM/
Jointing,
of 55MGD
."
8/10/2019 Formats CIVIL
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LARSEN & TOUBRO LTD. - ECC DIVISION
Crushing Strength of coarse Aggregate
IS: 2386 Part-4
PROJECT :
Material
Location :-
Source
Sampled
Sl. No. Determination
1 Weight of Aggregate Sample in mould (gms) W1
2 Load applied in Tones (1 Ton=10 KN)=X
3 Weight of Aggregate Sample passing in 2.36mm sieve after test (gms) W2
4 Aggregate Crushing Value=W2/W1x100=Y
Remarks Aggregate confirmed/ not confirmed to IS code :383-1970/CPWD Specification
FOR DJB
Package 1A "Design Construction, Supply, Installation, Layin
Testing and Commissioning Successfully,01 yr. DLP And 05 yr.
Works, Raw Water Pumping Station and Raw Water Twin Main."
8/10/2019 Formats CIVIL
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Rep No:
DATE:
Result
FOR L&T
L&T/DJB/DWSS/FM/
& Jointing,
O&M of 55MGD Intake
8/10/2019 Formats CIVIL
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LARSEN & TOUBRO LTD. - ECC DIVISION
DRY LOOSE BULK DENSITY
PROJECT :
Material
Location :-
Source
Sampled
Sl. No. Determination
1 Cylinder + Sample (gms)
2 Weight of Cylinder (gms)
3 Weight of sample (gms)
4 Cylinder Volume (Ltrs.)
5 DLBD (Kg/M)
FOR DJB
Package 1A "Design Construction, Supply, Installation, Layin
Testing and Commissioning Successfully,01 yr. DLP And 05 yr.
Works, Raw Water Pumping Station and Raw Water Twin Main."
8/10/2019 Formats CIVIL
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Rep No:
DATE:
Result
FOR L&T
L&T/DJB/DWSS/FM/
& Jointing,
O&M of 55MGD Intake
8/10/2019 Formats CIVIL
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Section Support ing DocuDate
Stage Inspection Page No.
Contractor: LARSEN & TOUBRO LIMITED Ref. Total Pages
Record of Hydrotest Form No. Drg. No.
Date of Start of water filling Structure Name Location
Date of completion of water filling
Sl. No. Date Time
Reading of
Gauge in mm Drop in mm
Rainfall
in mm
Evaporation
in mm
Cumml.Dr
in mm
123.10.2013
2.30 PM 1000 0 0 0 0
224.10.2013
2.30 PM 1007 7 0 7 7
325.10.2013
2.30 PM 1014 7 0 7 14
426.10.2013
2.30 PM 1020 6 0 6 20
527.10.2013
2.30 PM 1025 5 0 5 25
6
28.10.2013
2.30 PM 1030 5 0 5 30
729.10.2013
2.30 PM 1035 5 0 5 35
830.10.2013
2.30 PM 1039 4 0 4 39
9
Total drop in 7days: mm
Permissible weekly drop for open structure: mm
Permissible weekly drop for closed structure: mm
Conclusion: Acceptable or not acceptable w.r.t level drop
DJB RITES
Section Support ing DocuDate
Stage Inspection Page No.
Contractor: LARSEN & TOUBRO LIMITED Ref. Total Pages
Record of Hydrotest Form No. Drg. No.
Date of Start of water filling Structure Name Location
Date of completion of water filling
Sl. No. Date TimeReading of
Gauge in mmDrop in mm
Rainfall
in mm
Evaporation
in mm
Cumml.Dr
in mm
118.10.2013
2.30 PM 1000 0 0 0 0
219.10.2013
2.30 PM 1006 6 0 6 6
320.10.2013
2.30 PM 1012 6 0 6 12
421.10.2013
2.30 PM 1018 6 0 6 18
522.10.2013
2.30 PM 1023 5 0 5 23
623.10.2013
2.30 PM 1029 6 0 6 29
724.10.2013
2.30 PM 1035 6 0 6 35
825.10.2013
2.30 PM 1041 6 0 6 41
9
Total drop in 7days: mm
Permissible weekly drop for open structure: mm
Permissible weekly drop for closed structure: mm
Conclusion: Acceptable or not acceptable w.r.t level drop
Project : Rehabilitation of Bhagirathi WTP, Delhi
Client : Delhi Jal Board
Project : Rehabilitation of Bhagirathi WTP, Delhi
Client : Delhi Jal Board