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    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)

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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

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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

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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

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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

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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 :

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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

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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."

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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

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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

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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.

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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

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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

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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."

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    Rep No:

    DATE:

    y

    WSS/FM/

    esult

    &

    nd 05 yr.

    Water Twin

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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

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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."

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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

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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

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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."

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    Rep No:

    DATE:

    Result

    FOR L&TL&T/DJB/DWSS/FM/

    inting, Testing

    Intake Works,

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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.

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    Rep No:

    DATE:

    Result

    FOR L&TL&T/DJB/DWSS/FM/

    Jointing,

    of 55MGD

    ."

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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."

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    Rep No:

    DATE:

    Result

    FOR L&T

    L&T/DJB/DWSS/FM/

    & Jointing,

    O&M of 55MGD Intake

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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."

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    Rep No:

    DATE:

    Result

    FOR L&T

    L&T/DJB/DWSS/FM/

    & Jointing,

    O&M of 55MGD Intake

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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