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Kerala ES Report 2 2019 Eng Appendices · 2020. 9. 8. · Appendices 65 Appendix – 1.1 Year-wise...

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Appendices
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  • Appendices

  • Appendices

    65

    Appendix – 1.1

    Year-wise break up of outstanding Inspection Reports (IRs) as on 30 June 2018

    (Reference: Paragraph 1.7.1 - Page: 07)

    Year Up to

    2014-15 2015-16 2016-17 2017-18

    2018-19

    (Upto 30

    June 2018)

    Total

    PUBLIC WORKS DEPARTMENT (ROADS AND BRIDGES)

    Number of IRs 75 10 15 5 NIL 105

    Number of paragraphs 451 115 128 58 NIL 752

    Number of IRs for which

    initial reply has not been

    received (number of

    paragraphs)

    NIL NIL 7(53) 3(34) NIL 10(87)

    IRRIGATION DEPARTMENT

    Number of IRs 64 22 NIL 7 4 97 Number of paragraphs 188 82 NIL 51 23 344 Number of IRs for which

    initial reply has not been

    received (number of

    paragraphs)

    1(2) 4(21) NIL NIL 4(22) 9(45)

    AGRICULTURE AND FARMERS’ WELFARE DEPARTMENT

    Number of IRs 90 48 NIL 03 03 144 Number of paragraphs 194 102 NIL 28 22 346 Number of IRs for which

    initial reply has not been

    received (number of

    paragraphs)

    1(4) 5(15) NIL 3(22) 4(20) 13(61)

    FORESTS AND WILDLIFE DEPARTMENT

    Number of IRs 81 23 19 3 0 126

    Number of paragraphs 261 74 137 18 0 490

    Number of IRs for which

    initial reply has not been

    received (number of

    paragraphs)

    3(9) 2(7) 9(59) 1(8) NIL 15(83)

    Total IR 472

    Total Paras 1,932

  • Audit Report (Economic Sector) for the year ended 31 March 2018

    66

    Appendix – 2.1

    Control Tests and their minimum frequency

    (Reference: Paragraph 2.1 - Page: 09)

    A. For Sub-Bases and Bases (Excluding Bitumen Bound Bases) Sl

    No

    Type of

    Construction

    Test Frequency (min.)

    1 Granular i) Gradation

    ii) Atterberg limits

    iii) Moisture content prior to

    compaction

    iv) Density of compacted layer

    v) Deleterious constituents

    vi) CBR

    One test per 400 cubic meters

    One test per 400 cubic meters

    One test per 400 cubic meters

    One test per 1,000 square meters

    As required

    As required

    2 Lime/Cement

    Stabilised Soil

    Sub-base

    i) Quality of lime/cement

    ii) Lime/ Cement content

    iii) Degree of pulverisation

    iv) CBR or Unconfined

    Compressive Strength test on a set

    of 3 specimens

    v) Moisture content prior to

    compaction

    vi) Density of compacted layer

    vii) Deleterious constituents

    One test for each consignment subject to a

    minimum of one test per 5 tonnes

    Regularly, through procedural checks

    Periodically as considered necessary

    As required

    One set of two tests per 500 square meters

    One set of two tests per 500 square meters

    As required

    3 Water Bound

    Macadam

    i) Aggregate Impact Value

    ii) Grading of aggregate

    iii) Combined Flakiness and

    Elongation indices

    iv) Atterberg limits of binding

    material

    v) Atterberg limits of screenings

    One test per 1,000 cubic meters of aggregate

    One test per 250 cubic meters

    One test per 500 cubic meters of aggregate

    One test per 50 cubic meters of binding

    material

    One test per 100 cubic meters of aggregate

    4 Wet Mix

    Macadam

    i) Aggregate Impact Value

    ii) Grading of aggregate

    iii) Combined Flakiness and

    Elongation Indices

    iv) Atterberg limits of portion of

    aggregate passing 425 micron sieve

    v) Density of compacted layer

    One test per 1,000 cubic meters of aggregate

    One test per 200 cubic meters of aggregate

    One test per 500 cubic meters of aggregate

    One test per 200 cubic meters of aggregate

    One set of three tests per 1,000 square meters

    (Source: Table 900-3: MoRTH specification for Roads and Bridges)

  • Appendices

    67

    Appendix 2.1 (Cont’d……)

    B. For Bituminous works and their minimum frequency Sl

    No

    Type of

    Construction

    Test Frequency (min.)

    1 Prime Coat/Tack

    Coat/Fog Spray

    i) Quality of binder

    ii) Binder temperature for

    application

    iii) Rate of spread of Binder

    Number of samples per lot and tests as per

    IS:73, IS:217 and IS:8887 as applicable

    At regular close intervals

    Three tests per day

    2 Seal

    Coat/Surface

    Dressing

    i) Quality of Binder

    ii) Aggregate Impact Value

    or Los Angeles Abrasion

    Value

    iii) Combined Flakiness and

    Elongation Indices

    iv) Stripping value of

    aggregates (Immersion Tray

    Test)

    v) Water absorption of

    aggregate

    vi) Water sensitivity of mix

    vii) Grading of aggregate

    viii) Soundness (Magnesium

    Sulphate/Sodium Sulphate)

    ix) Polished stone value (not

    applicable for SAM/SAMI)

    x) Temperature of binder in

    boiler, aggregate in dryer

    and mix at the time of

    laying and compaction

    xi) Rate of spread of

    materials

    xii) Percentage of fractured

    faces (When gravel is used)

    Same as mentioned under Serial No.1

    One test per 200 cubic meters of each source

    and whenever there is change in the quality of

    aggregate

    One test per 100 cubic meters of aggregate for

    each source and whenever there is change in

    the quality of aggregate

    One test of each source and whenever there is

    change in the quality of aggregate

    --do—

    --do—

    Two tests per day

    One test for each source and whenever there is

    change in the quality of aggregate

    --do—

    At regular intervals

    Same as mentioned under Serial No.1

    One test per 100 cubic meters of aggregate

    3 Open –graded

    Premix

    Surfacing/Close-

    graded Premix

    Surfacing

    i) Quality of binder

    ii) Aggregate Impact Value

    or Los Angeles Abrasion

    Value

    iii) Combined Flakiness and

    Elongation Indices

    iv) Stripping value

    v) Water absorption of

    aggregates

    vi) Water Sensitivity of mix

    vii) Grading of aggregates

    viii) Soundness (Magnesium

    Sulphate and Sodium

    Sulphate)

    ix) Polished stone value

    x) Temperature of binder at

    application

    xi) Binder content

    xii) Percentage of fractured

    faces

    Same as mentioned under Serial No.1

    Same as mentioned under Serial No.2

    Same as mentioned under Serial No.2

    Same as mentioned under Serial No.2

    Same as mentioned under Serial No.2

    Same as mentioned under Serial No.2

    Same as mentioned under Serial No.2

    Same as mentioned under Serial No.2

    Same as mentioned under Serial No.2

    At regular interval

    Two tests per day per plant

    Same as mentioned under Serial No.2

  • Audit Report (Economic Sector) for the year ended 31 March 2018

    68

    Appendix 2.1 (Cont’d……)

    Sl

    No

    Type of

    Construction

    Test Frequency (min.)

    4 Bituminous

    Macadam

    i) Quality of binder

    ii) Aggregate Impact Value

    or Los Angeles Abrasion

    Value

    iii) Combined Flakiness and

    Elongation Indices

    iv) Stripping value

    v) Water absorption of

    aggregates

    vi) Water Sensitivity of mix

    vii) Grading of aggregates

    viii) Soundness (Magnesium

    Sulphate/Sodium Sulphate)

    ix) Percentage of fractured

    faces

    x) Binder content

    xi) Control of temperature

    of binder and aggregate for

    mix and of the mix at the

    time of laying and rolling

    xii) Density of Comp layer

    xiii) Rate of spread of

    Mixed Material

    Same as mentioned under Serial No.1

    Same as mentioned under Serial No.2

    One test per 350 cum for each source

    Same as mentioned under Serial No.2

    Same as mentioned under Serial No.2

    Same as mentioned under Serial No.2

    Same as mentioned under Serial No.2

    Same as mentioned under Serial No.2

    Same as mentioned under Serial No.2

    Same as mentioned under Serial No.3

    Same as mentioned under Serial No.2

    One test per 700 square meters area

    At regular intervals

    5 Dense

    Bituminous

    Macadam/Bitumi

    nous Concrete

    i) Quality of binder

    ii) Aggregate Impact Value/

    Los Angeles Abrasion

    Value

    iii) Flakiness and

    Elongation Indices

    iv) Soundness test (Sodium

    or Magnesium Sulphate

    test)

    v) Water absorption of

    aggregates

    vi) Sand equivalent test

    vii) Plasticity Index

    viii) Polished stone value

    ix) Percentage of fractured

    face

    x) Mix grading

    Number of samples per lot and tests as per

    IS:73 or IRC:SP:53, IS:15462

    One test per 350 cubic meters of aggregate for

    each source and whenever there is change in

    the quality of aggregate

    One test per 350 cubic meters of aggregate for

    each source and whenever there is change in

    the quality of aggregate

    One test for each source and whenever there is

    change in the quality of aggregate

    One test for each source and whenever there is

    change in the quality of aggregate

    One test for each source and whenever there is

    change in the quality of aggregate

    One test for each source and whenever there is

    change in the quality of aggregate

    One test for each source and whenever there is

    change in the quality of aggregate

    One test per 350 cubic meters of aggregate

    when crushed gravel is used

    One set for individual constituent and mixed

    aggregate from dryer for each 400 tonnes of

    mix subject to minimum of two tests per day

    plant

  • Appendices

    69

    Appendix 2.1 (Cont’d……)

    Sl

    No

    Type of

    Construction

    Test Frequency (min.)

    xi) Stability and voids

    analysis of mix including

    theoretical maximum

    specific of loose mix.

    xii) Moisture Susceptibility

    of mix (AASHTO T283)

    xiii) Temperature of binder

    in boiler, aggregate in dryer

    and mix at the time of

    laying and compaction

    xiv) Binder content

    xv) Rate of spread of mix

    material

    xvi) Density of Compacted

    layer

    Three tests for stability, flow value, density

    and void contents for each 400 tonnes of mix

    subject to minimum of two tests day per plant

    One test for each mix type whenever there is

    change in the quality or source of coarse or

    fine aggregate

    At regular intervals

    One set for each 400 tonnes of mix subject to

    minimum of two tests per day plant

    After every 5th truck load

    One test per 700 square meters area

    6 Sand Asphalt

    Base course

    i) Quality of binder

    ii) Aggregate Impact Value

    or Los Angeles Abrasion

    Value

    iii) Sand equivalent test

    iv) Plasticity Index

    v) Mix grading & binder

    content

    vi) Stability of Mix

    vii) Control of temperature

    of binder in boiler,

    aggregate in the dryer and

    mix at the time of laying

    and rolling

    viii) Thickness of layer

    ix) Density of Compacted

    layer

    Same as mentioned under Serial No.2

    Same as mentioned under Serial No.2

    Same as mentioned under Serial No.2

    Same as mentioned under Serial No.5

    Same as mentioned under Serial No.2 and 3

    Same as mentioned under Serial No.5

    Same as mentioned under Serial No.2

    Same as mentioned under Serial No.5

    Same as mentioned under Serial No.5

    7 Slurry seal and

    Micro surfacing

    i) Quality of Aggregate

    Sand Equivalent Value

    Water Absorption

    Soundness Test

    (Sodium/Magnesium

    Sulphate Test)

    ii) Quality of Emulsion

    iii) Aggregate Moisture

    iv) Aggregate Gradation

    v) Binder Content

    vi) Calibration of Machine

    vii) Quantity of Slurry (By

    weight of aggregate)

    One per source/ site

    One per lot of 20 t as per IS:8887

    Two per day

    Two per day at site

    Two per lane per km

    Once per Project

    Daily (Travel time of Machine)

  • Audit Report (Economic Sector) for the year ended 31 March 2018

    70

    Appendix 2.1 (Cont’d……)

    Sl

    No

    Type of

    Construction

    Test Frequency (min.)

    8 Stone Matrix

    Asphalt

    i) Quality of binder

    ii) Aggregate Impact Value/

    Los Angeles Abrasion

    Value

    iii) Flakiness and

    Elongation Indices

    iv) Soundness Test (Sodium

    and Magnesium Sulphate

    Test)

    v) Water absorption of

    aggregate

    vi) Sand equivalent test

    vii) Plasticity Index

    viii) Polished stone value

    ix) Percent of fractured

    faces

    x) Mix grading

    xi) Air voids and VMA

    analysis of mix including

    theoretical maximum

    specific gravity of loose mix

    xii) Moisture Susceptibility

    of mix (AASHTO T 283)

    xiii) Temperature of binder

    in boiler, aggregate in dryer

    and mix at the time of

    laying and compaction

    xiv) Binder content

    xv) Rate of spread of mix

    material

    xvi) Density of compacted

    layer

    Number of samples per lot and tests as per

    IS:73 or IRC:SP:53, IS:15462

    One test per 100 cubic meters of aggregate

    One test per 100 cubic meters of aggregate

    One test for each method for each source and

    whenever there is change in the quality of

    aggregate

    One test for each source and whenever there is

    change in the quality of aggregate

    One test for each source

    One test for each source

    One test for each source

    One test per 50 cubic meters of aggregate

    when crushed gravel is used

    One set for individual constituent and mixed

    aggregate from dryer for each 400 tonnes of

    mix subject to minimum of two tests per day

    per plant

    Three tests per day

    One test for each mix type whenever there is

    change in the quality or source of coarse of

    fine aggregate

    At regular intervals

    One set for each 400 tonnes of mix subject to

    minimum of two tests per day per plant

    After every 5th truck load

    One test per 250 square meters area

    9 Mastic asphalt i) Quality of binder

    ii) Aggregate Impact Value

    and Los Angeles Abrasion

    Value

    iii) Combined Flakiness and

    Elongation Indices

    iv) Stripping value

    v) Water Sensitivity of mix

    vi) Grading of aggregates

    Same as mentioned under Serial No.5

    Same as mentioned under Serial No.5

    Same as mentioned under Serial No.5

    Same as mentioned under Serial No.2

    Same as mentioned under Serial No.5

    Two tests per day per plant on the individual

    constituent and mixed aggregates from the

    dryer

  • Appendices

    71

    Appendix 2.1 (Cont’d……)

    Sl

    No

    Type of

    Construction

    Test Frequency (min.)

    vii) Water absorption of

    aggregates

    viii) Soundness (Magnesium

    Sulphate/Sodium Sulphate)

    ix) Percentage of fractured

    faces

    x) Binder content and

    aggregate grading

    xi) Control of temperature

    of binder and aggregate for

    mixing and of the mix at the

    time of laying and rolling

    xii) Rate of Spread of

    Mixed Material

    xiii) Hardness number

    Same as mentioned under Serial No.5

    Same as mentioned under Serial No.5

    Same as mentioned under Serial No.5

    Same as mentioned under Serial No.3

    At regular close intervals

    Regular control through check of layer

    thickness

    Minimum two tests per day

    10 Recycled

    Material Grading

    of aggregate

    Two tests per day

    11 Cold Mixes All tests as per S.No.5

    12 Quality of

    Modified Binder

    Number of samples per lot and tests as per

    IS:15462

    13 Geotextiles The requirements of Section 700 shall apply

    (Source: Table 900-4 of MoRTH specification for Roads and Bridges)

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  • Audit Report (Economic Sector) for the year ended 31 March 2018

    74

    Appendix – 3.2

    Promotion of Rice cum Shrimp Farming in Kaipad Lands, 2014-15:

    Details of beneficiaries and status of farming

    (Reference Para 3.1.2.3 page 38)

    Sl

    No

    Name of Beneficiary Group Status of farming as per ADAK records

    1 Adithya Swayam Sahaya

    Sangham, Pinarayi, Eranholi

    No farming activity done

    2 Udayam Swayam Sahaya

    Sangham, Pinarayi

    No farming activity done due to disputes

    between groups

    3 Nanma Swasraya Sangham,

    Mullool

    Farming activity is done

    4 Kandanada Kaipad Swayam

    Padannakkara, Pinarai

    Only Fish farming is conducted

    5 Sreyas Activity Group, Ezhome Farming activity is done

    6 Panneri Panthottam Krishi

    Vikasana Sangham, Panneri,

    Thaliparamba

    Farming activity is done

    7 Navarathna Group, Kayyam,

    Panchalayi

    Only Fish farming is conducted

    8 Pullooppy - I Jalakarshaka

    samithi, Puzhathi

    No farming activity done

    9 Pullooppy - II Jalakarshaka

    samithi, Puzhathi

    No farming activity done

    10 Samrudhi Activity Group,

    Puzhathi

    No farming activity done

    11 Niravu Activity Group, Puzhathi No farming activity done

    12 Kanivu Activity Group, Puzhathi No farming activity done

    13 Kaipad Swayam Sahaya

    Sangham, Puzhathi

    No farming activity done

    14 Edacheri Nelkarshaka Samithi,

    Puzhathi

    No farming activity done

    15 Chittarikka Haritha Swayam

    Sahaya Sangham, Andallur

    No farming activity done

    *Source: Departmental Records

  • Appendices

    75

    Appendix – 3.3

    Difference in the rate of dividend paid to Government and other members

    (Reference: Paragraph 3.4(b) page 48)

    Sl

    No Name of Society

    Share capital

    contribution of

    Government in

    Societies (₹)

    Percentage of

    Dividend declared

    to

    Amount of

    dividend

    paid to

    Govt. with

    reference to

    Col (5) (₹)

    Balance

    payable to

    Govt. with

    reference to

    Col (4) (₹)

    Other

    Members Govt.

    (1) (2) (3) (4) (5) (6) (7)

    Pathanamthitta District

    1 Vallicode SCB 2016-17 Not Shown 14 3 19,110 70,070

    Total 19,110 70,070

    Ernakulam District: Kunnathunadu Taluk

    2 Krariyeli SCB Ltd No.E199

    2008-09 1,00,000 20 3 3,000 17,000

    2009-10 1,00,000 20 3 3,000 17,000

    2010-11 1,00,000 20 3 3,000 17,000

    2011-12 1,00,000 20 3 3,000 17,000

    3 Koovappady SCB Ltd 319

    2011-12 1,00,000 25 3 3,000 22,000

    2012-13 1,00,000 25 3 3,000 22,000

    4 Keezhillam SCB Ltd 3989

    2008-09 2,00,040 10 3 3,001 17,003

    2010-11 2,00,040 15 3 3,001 27,005

    2012-13 2,00,040 15 3 3,001 27,005

    5 Mudakkuzha SCB Ltd 693

    2011-12 1,00,000 20 3 3,000 17,000

    2012-13 1,00,000 20 3 3,000 17,000

    6 Mamala SCB Ltd 2799

    2011-12 1,00,000 25 3 3,000 22,000

    2012-13 1,00,000 25 3 3,000 22,000

    2012-13 1,00,000 25 3 3,000 22,000

  • Audit Report (Economic Sector) for the year ended 31 March 2018

    76

    Appendix 3.3 (Cont’d……)

    (1) (2) (3) (4) (5) (6)

    7 Vadavukodu FSCB Ltd No 651

    2011-12 50,000 10 3 1,500 3,500

    2013-14 50,000 10 3 1,500 3,500

    2014-15 50,000 10 3 1,500 3,500

    2015-16 50,000 10 3 1,500 3,500

    2016-17 50,000 10 3 1,500 3,500

    Total 49,503 3,00,513

    Ernakulam District: Kothamangalam Taluk

    (1) (2) (3) (4) (5) (6) (7)

    8 354 Kothamangalam SCB Ltd

    2001-02 2,40,000 10 3 7,200 16,800

    2002-03 2,40,000 10 3 7,200 16,800

    2003-04 2,40,000 10 3 7,200 16,800

    2004-05 2,40,000 10 3 7,200 16,800

    2005-06 3,40,000 15 3 10,200 40,800

    2006-07 3,40,000 15 3 10,200 40,800

    2007-08 3,40,000 20 3 9,700 58,300

    2008-09 3,20,000 20 3 10,200 53,800

    2009-10 3,30,000 20 3 10,682 55,318

    2010-11 3,30,000 20 3 9,900 56,100

    2011-12 3,30,000 25 3 9,900 72,600

    2012-13 3,05,000 25 3 9,253 66,997

    2013-14 2,80,000 25 3 8,628 61,372

    2014-15 2,55,000 25 3 7,900 55,850

    2015-16 2,30,000 25 3 7,150 50,350

    9 1577 Mathirappilly SCB

    1996-97 99,500 12 3 2,985 8,955

    1997-98 99,500 14 3 2,985 10,945

    1998-99 99,500 14.5 3 2,985 11,443

    1999-00 99,500 20 3 2,985 16,915

    2000-01 99,500 20 3 2,985 16,915

    2001-02 99,500 17 3 2,985 13,930

    2002-03 99,500 16 3 2,985 12,935

    2004-05 99,500 20 3 2,985 16,915

    2005-06 99,500 20 3 2,985 16,915

    2007-08 99,500 20 3 2,985 16,915

    2008-09 99,500 25 3 2,985 21,890

  • Appendices

    77

    Appendix 3.3 (Cont’d……)

    (1) (2) (3) (4) (5) (6) (7)

    10 E-167 Kozhippilly SCB Ltd.

    1975-76 40,000 10 3 1,200 2,800

    1976-77 40,000 10 3 1,200 2,800

    1977-78 50,000 8 3 1,500 2,500

    1979-80 50,000 5 3 1,500 1,000

    1981-82 55,000 5 3 1,650 1,100

    1982-83 55,000 10 3 1,650 3,850

    1983-84 55,000 5 3 1,650 1,100

    1986-87 60,000 10 3 1,800 4,200

    1987-88 60,000 10 3 1,800 4,200

    1988-89 83,000 10 3 2,490 5,810

    1989-90 83,000 10 3 2,490 5,810

    1990-91 83,000 10 3 2,490 5,810

    1991-92 83,000 10 3 2,490 5,810

    1992-93 83,000 10 3 2,490 5,810

    1993-94 73,000 10 3 2,190 5,110

    1994-95 73,000 20 3 2,190 12,410

    1996-97 73,000 10 3 2,190 5,110

    1997-98 73,000 5 3 2,190 1,460

    1998-99 73,000 20 3 2,190 12,410

    1999-00 73,000 20 3 2,190 12,410

    2008-09 1,00,000 20 3 3,000 17,000

    2009-10 1,00,000 15 3 3,000 12,000

    2010-11 1,00,000 20 3 3,000 17,000

    2011-12 2,00,000 25 3 6,000 44,000

    2012-13 2,00,000 25 3 6,000 44,000

    2013-14 2,00,000 25 3 6,000 44,000

    Total 2,31,888 11,23,670

    Thrissur District

    (1) (2) (3) (4) (5) (6) (7)

    11 Killimangalam FSCB –

    2016-17 2,00,000 15 3

    6,000 24,000

    12 Pazhuvil S C B Ltd No

    126 – 2016-17 4,40,000 8 3

    13,200 22,000

    13 Venginissery SCB Ltd

    No. 528 – 2016-17 1,00,93,500 15 3

    3,02,805 12,11,220

    14 Annamanada SCB –

    2016-17 8,80,000 25 3

    26,688 1,93,312

  • Audit Report (Economic Sector) for the year ended 31 March 2018

    78

    Appendix 3.3 (Cont’d……)

    (1) (2) (3) (4) (5) (6) (7)

    15 Karalam SCB – 2016-17 72,90,000 10 3 2,26,125 5,02,875

    16 Karuvannure SCB –

    2016-17 25,90,000 25 3

    77,700 5,69,800

    17 Nellayi Parappookkara

    SCB – 2016-17 2,50,000 15 3

    7,500 30,000

    18 Vallivattam SCB – 2016-

    17 1,90,000 12.5 3

    5,700 18,050

    19 West Chalakkudy SCB –

    2016-17 90,000 25 3

    3,000 19,500

    20 Kattoor SCB – 2016-17 72,25,000 20 3 3,02,831 11,42,169

    21 Orumanayur SCB Ltd. R

    209 – 2016-17 8,04,600 18 5

    49,747 95,081

    22 Punnayoorkulam SCB

    Ltd. P 417 – 2016-17 1,84,500 12 3 5,535 16,605

    23 Guruvayur Vyapari

    Vyavasayi CS – 2016-17 2,00,000 25 3

    6,000 44,000

    Total 10,32,831 38,88,612

    Grant Total 13,33,332 53,82,865

    *Source: Records furnished by the Department

  • Appendices

    79

    Appendix 3.4

    Details of expenditure incurred on purchase of floating Trivenis

    (Reference – Paragraph 3.5 – Page 49)

    Boat

    No.

    Purchase Cost

    (₹ in lakhs)

    Date of

    commissioning&

    current location

    Date from

    which super

    market not

    functioning

    Reported

    condition of

    the vessels

    Value

    assessed in

    May 2017

    (₹)

    Expenditure

    incurred on

    repair,

    maintenance,

    etc. (₹)

    1 21.50 07/06/2009

    (Kuttanad

    Triveni) at

    Kainakary

    07/07/2016 Sank in

    water

    (2/2018)

    6,50,000

    2 25.50 01/03/2011

    (Thakazhi Triveni)

    at

    Thrikkunnappuzha

    22/06/2016 Sank in

    water

    (2/2018)

    10,00,000

    3 25.50 20/06/2011

    (Kundara

    Triveni) at

    Sanghakadavu

    07/07/2016 Sank in

    water

    (3/2018)

    10,00,000

    4 25.50 23/07/2011

    at Panangad

    08/04/2014 Boat in very

    bad

    condition

    5,00,000

    5 24.75+12.5%

    tax = 27.84

    19/02/2012

    (Harippad Triveni)

    at Thottupally)

    31/03/2016 Sank in

    water

    (2/2018)

    12,50,000

    6 24.75+12.5%

    tax = 27.84

    29/04/2012

    (Puthupally

    Triveni) at

    Kanjiram

    30/09/2016 Require

    repairs

    12,50,000

    7 24.75+13.5%

    tax = 28.09

    06/06/2012

    (Chavara Triveni)

    at Kulangara

    07/07/2016 Sank in

    water

    (3/2018)

    9,50,000

    181.77 lakh (a)

    8 20 lakh paid

    as advance Boats not taken over

    -

    -

    -

    - 20,00,000 (b)

    9

    10 Order

    cancelled

    -

    Expenditure towards maintenance 4,10,375 (c)

    Expenditure towards lifting of capsized vessel at Takazhi, Alappuzha 1,60,000 (d)

    Fee paid to approved valuer 76,000 (e)

    Grand Total 208.24 lakh (f)

    (f) = (a) + (b) + (c) + (d) + (e)

    *Source: Records furnished by the Department

  • Audit Report (Economic Sector) for the year ended 31 March 2018

    80

    Appendix – 3.5

    Calculation of overpayment made to contractor on account of fictitious/incorrect

    level measurements

    (Reference – Paragraph 3.7 – Page 53)

    A Tack coat area of road surface from chainage

    0/000 km to 22/030 km (excluding bridge

    portion) over which BC was laid and measured

    2,08,664.53 sqm

    B Thickness of BC as per level measurements

    recorded in LF books

    50 mm

    C Volume of BC executed as per LF Books A x B 10,433.227 cum

    D Volume of BC as worked out by the

    department in calculation sheets for payment

    10,673.560 cum

    E Fictitious volume of BC calculated and

    considered for payment

    D – C 240.333 cum

    F Contract Rate for providing BC ₹10,300/cum

    G Amount paid to contractor on account of

    fictitious quantity of work done

    E x F ₹24,75,430

    Say ₹24.75 lakh

    H Average thickness of BC noticed during JPV 44 mm

    I Hence, excess thickness of BC B – H 6 mm

    J Excess volume of BC for which payment was

    made to the contractor

    A x I 1,251.99 cum

    K Amount paid to contractor in excess of the

    work actually executed

    J x F ₹1,28,95,497

    Say ₹1.29 crore

    L Total over payment G + K ₹1.54 crore

    *Source: Records furnished by the Department

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