9
Title Drawing No. Checked : Serial No. Dealt : Scale : Date : NOTES Drawing and design are the property of Vastu Shilpa Consultants and are not to be copied or used without their permission. NUC(1) -ESR- A-A.2.1 ESR - TYPE A PLAN AT +130 AND +360 LVL 1:100 Piyas Choudhuri Namrata Deol ### 07/07/16 1. ALL DIMENSIONS SHALL BE CHECKED AND CO-RELATED WITH THE STRUCTURAL DRAWINGS AND ANY AMBIGUITY SHALL BE IMMEDIATELY BROUGHT TO THE NOTICE OF THE ARCHITECT BEFORE COMMENCEMENT OF THE WORK. 2. ALL DIMENSIONS ARE IN CENTIMETERS UNLESS AND OTHERWISE SPECIFIED 3. ALL LEVELS ARE FINISHED LEVELS. ALL DIMENSIONS ARE UNFINISHED MASONRY DIMENSIONS UNLESS AND OTHERWISE SPECIFIED. 4. ALL MARGINS, CLEARENCES ETC. REQUIRED AS PER BYE- LAWS SHOULD BE CHECKED AND PROVIDED BY THE CONTRACTOR AND ANY DESCRIPENCIES FOUND SHOULD BE IMMIDIATELY BROUGHT TO THE NOTICE OF ARCHITECT BEFORE COMMENCEMENT OF WORK. Key Plan Project Nalanda University, Rajgir TENDER DRAWING Consultants Structural Consultants Services Consultants VR SHAH Consulting Engineers DBHMS Landscape Consultants Earthscape Consultancy Pvt Ltd Road and Pathways Consultants Arhmm Infra Consultants LLP N VASTU SHILPA CONSULTANTS Architects I Planners I Urban Designers 'Sangath', Thaltej Road, Ahmedabad - 380054 Phone: 079 - 27454537 Fax: 079 - 27452006 www.sangath.org e-mail: [email protected] PLAN AT +130 LVL A.1.1 SCALE - 1:100 551.8 284.6 360.7 284.6 551.8 +0 +15 +5 +0 +45.00 +90.00 +45.00 +90.00 +120.00 +45.00 +90.00 +120.00 2 A.4.1 2 A.4.1 A A.3.2 B A.3.2 ESR -A CAPACITY = 60KL BOTTOM OF TANK =1800 X3 X3 X4 X4 X7 X7 X8 X8 X2 X2 X9 X9 X10 X10 X1 X1 Y6 Y6 Y12 Y12 Y11 Y11 Y7 Y7 Y9 Y9 Y2 Y2 Y3 Y3 Y4 Y4 Y5 Y5 Y8 Y8 Y1 Y1 X6 X5 150 576.5 67 69.2 67 474 67 69.2 67 576.5 350 201.8 150 630 150 201.8 342.5 350 34.5 156.5 23 25 42 25 21.2 23 25 42 25 23 141.5 120 141.5 23 25 42 25 23 21.2 25 42 25 23 156.5 34.5 350 350 50.4 50.4 50.4 50.4 150 240 150 240 150 50.4 50.4 50.4 50.4 350 200.1 230.9 228.2 228.2 228.2 228.2 230.9 60 284.6 360.7 284.6 60 205.5 184.5 403.5 30 115 21.2 138 403 138 21.2 115 30 150.8 192.1 150.8 322 60 284.6 360.7 284.6 60 205.5 34.5 150 34.5 334.5 34.5 30 23 25 42 25 21.2 23 25 42 25 23 403 23 25 42 25 23 21.2 25 42 25 23 30 150.8 192.1 150.8 322 1,258.7 198.8 170.2 198.3 80.5 72 64.2 72 469 136.2 72 878.6 3,670.6 60 284.6 360.7 284.6 60 205.5 184.5 403.5 30 115 21.2 138 403 138 21.2 115 30 150.8 192.1 150.8 322 60 284.6 360.7 284.6 60 205.5 34.5 150 34.5 334.5 34.5 30 23 25 42 25 21.2 23 25 42 25 23 403 23 25 42 25 23 21.2 25 42 25 23 30 150.8 192.1 150.8 322 1,258.7 198.8 170.2 198.3 80.5 72 64.2 72 469 136.2 72 878.6 3,670.6 350 191 115 21.2 138 10.5 382 10.5 138 21.2 115 191 350 541 23 25 42 25 21.2 23 25 42 25 23 10.5 110.8 35.2 90 35.2 110.8 10.5 23 25 42 25 23 21.2 25 42 25 23 541 2,033.5 576.5 67 69.2 67 474 67 69.2 67 576.5 2,033.5 1 A.4.1 1 A.4.1 Y10 Y10 PLAN AT +360 LVL A.1.1 SCALE - 1:100 2 A.4.1 2 A.4.1 A A.3.2 B A.3.2 160.5 576.5 67 69.2 67 474 67 69.2 67 576.5 350 201.8 150 630 150 201.8 342.5 350 50.4 50.4 50.4 50.4 150 240 150 240 150 50.4 50.4 50.4 50.4 350 60 284.6 360.7 284.6 60 205.5 184.5 403.5 30 115 21.2 138 403 138 21.2 115 30 150.8 192.1 150.8 322 60 284.6 360.7 284.6 60 205.5 34.5 150 34.5 334.5 34.5 30 23 25 42 25 21.2 23 25 42 25 23 403 23 25 42 25 23 21.2 25 42 25 23 30 150.8 192.1 150.8 322 1,258.7 198.8 170.2 198.3 80.5 72 64.2 72 469 136.2 72 878.6 3,670.6 60 284.6 360.7 284.6 60 205.5 184.5 403.5 30 115 21.2 138 403 138 21.2 115 30 150.8 192.1 150.8 322 60 284.6 360.7 284.6 60 205.5 34.5 150 34.5 334.5 34.5 30 23 25 42 25 21.2 23 25 42 25 23 403 23 25 42 25 23 21.2 25 42 25 23 30 150.8 192.1 150.8 322 1,258.7 198.8 170.2 198.3 80.5 72 64.2 72 469 136.2 72 878.6 3,670.6 350 191 115 21.2 138 10.5 382 10.5 138 21.2 115 191 350 541 23 25 42 25 21.2 23 25 42 25 23 10.5 110.8 35.2 90 35.2 110.8 10.5 23 25 42 25 23 21.2 25 42 25 23 541 2,033.5 576.5 67 69.2 67 474 67 69.2 67 576.5 2,033.5 230.9 228.2 228.2 228.2 228.2 230.9 541 115 44.2 25 42 25 161.5 126 138.5 138 21.2 115 541 631 15 5 731.4 5 15 631 +270 +0 +135 +0 +135 +423.00 +270.00 +270.00 X3 X3 X4 X4 X7 X7 X8 X8 X2 X2 X9 X9 X10 X10 X1 X1 Y6 Y6 Y12 Y12 Y11 Y11 Y7 Y7 Y9 Y9 Y2 Y2 Y3 Y3 Y4 Y4 Y5 Y5 Y8 Y8 Y1 Y1 X6 X5 1 A.4.1 1 A.4.1 Y10 Y10 350 34.5 156.5 23 25 42 25 21.2 23 25 42 25 23 141.5 120 141.5 23 25 42 25 23 21.2 25 42 25 23 156.5 34.5 350

Drawing and design are the property of Vastu Shilpa ... › docs › 06-esr.pdf · Earthscape Consultancy Pvt Ltd Road and Pathways Consultants Arhmm Infra Consultants LLP N VASTU

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  • Title

    Drawing No.

    Checked :

    Serial No.

    Dealt :

    Scale :

    Date :

    NOTES

    Drawing and design are the property of Vastu Shilpa Consultants and are not to be copied or used without their permission.

    NUC(1) -ESR- A-A.2.1

    ESR - TYPE A PLAN AT +130AND +360 LVL

    1:100

    Piyas Choudhuri

    Namrata Deol

    ###07/07/16

    1. ALL DIMENSIONS SHALL BE CHECKED AND CO-RELATEDWITH THE STRUCTURAL DRAWINGS AND ANY AMBIGUITYSHALL BE IMMEDIATELY BROUGHT TO THE NOTICE OF THEARCHITECT BEFORE COMMENCEMENT OF THE WORK.

    2. ALL DIMENSIONS ARE IN CENTIMETERS UNLESS ANDOTHERWISE SPECIFIED

    3. ALL LEVELS ARE FINISHED LEVELS. ALL DIMENSIONS AREUNFINISHED MASONRY DIMENSIONS UNLESS ANDOTHERWISE SPECIFIED.

    4. ALL MARGINS, CLEARENCES ETC. REQUIRED AS PER BYE-LAWS SHOULD BE CHECKED AND PROVIDED BY THECONTRACTOR AND ANY DESCRIPENCIES FOUND SHOULD BEIMMIDIATELY BROUGHT TO THE NOTICE OF ARCHITECTBEFORE COMMENCEMENT OF WORK.

    Key Plan

    Project

    Nalanda University, Rajgir

    TENDER DRAWING

    Consultants

    Structural Consultants

    Services Consultants

    VR SHAH Consulting Engineers

    DBHMS

    Landscape Consultants

    Earthscape Consultancy Pvt Ltd

    Road and Pathways Consultants

    Arhmm Infra Consultants LLP

    N

    VASTU SHILPA CONSULT A NT SArchitects I Planner s I Ur ban Designer s

    'Sangath', Thaltej Road, A hmedabad - 380054Phone: 079 - 27454537 Fax: 079 - 27452006w w w .sangath.or g e-mail: vsc@ sangath.or g

    PLAN AT +130 LVLA.1.1 SCALE - 1:100

    551.8 284.6 360.7 284.6 551.8

    +0

    +15

    +5

    +0

    +45.00

    +90.00

    +45.00

    +90.00

    +120.00

    +45.00

    +90.00

    +120.00

    2A.4.1

    2A.4.1

    AA.3.2

    BA.3.2

    ESR -ACAPACITY = 60KL

    BOTTOM OF TANK =1800

    X3

    X3

    X4

    X4

    X7

    X7

    X8

    X8

    X2

    X2

    X9

    X9

    X10

    X10

    X1

    X1

    Y6 Y6

    Y12 Y12

    Y11 Y11

    Y7 Y7

    Y9 Y9

    Y2 Y2

    Y3 Y3

    Y4 Y4

    Y5 Y5

    Y8 Y8

    Y1 Y1

    X6X5

    150

    576.5 67 69.2 67 474 67 69.2 67 576.5

    350 201.8 150 630 150 201.8 342.5

    350 34.5 156.5 2325

    4225

    21.223

    25

    4225

    23

    141.5 120 141.523

    2542

    252321.2

    2542

    25

    23 156.5 34.5 350

    350 50.450.4 50.4 50.4

    150 240 150 240 15050.4 50.4 50.4

    50.4 350

    200.1

    230.9

    228.2

    228.2

    228.2

    228.2

    230.9

    60

    28

    4.6

    36

    0.7

    28

    4.6

    60

    20

    5.5

    18

    4.5

    40

    3.5

    30

    115

    21

    .21

    38

    40

    31

    38

    21

    .2115

    30

    15

    0.8

    19

    2.1

    15

    0.8

    32

    2

    60

    28

    4.6

    36

    0.7

    28

    4.6

    60

    20

    5.5

    34

    .51

    50

    34

    .53

    34

    .53

    4.5

    302

    325

    42

    2521

    .2 232

    54

    2

    25

    23

    40

    32

    32

    54

    22

    5 2321

    .225

    42

    252

    3 30

    15

    0.8

    19

    2.1

    15

    0.8

    32

    2

    1,2

    58

    .71

    98

    .81

    70

    .21

    98

    .38

    0.5

    72

    64

    .27

    24

    69

    13

    6.2

    72

    87

    8.6

    3,6

    70

    .6

    60

    28

    4.6

    36

    0.7

    28

    4.6

    60

    20

    5.5

    18

    4.5

    40

    3.5

    30

    115

    21

    .21

    38

    40

    31

    38

    21

    .2115

    30

    15

    0.8

    19

    2.1

    15

    0.8

    32

    2

    60

    28

    4.6

    36

    0.7

    28

    4.6

    60

    20

    5.5

    34

    .51

    50

    34

    .53

    34

    .53

    4.5

    302

    325

    42

    2521

    .2 232

    54

    2

    25

    23

    40

    32

    32

    54

    22

    5 2321

    .225

    42

    252

    3 30

    15

    0.8

    19

    2.1

    15

    0.8

    32

    2

    1,2

    58

    .71

    98

    .81

    70

    .21

    98

    .38

    0.5

    72

    64

    .27

    24

    69

    13

    6.2

    72

    87

    8.6

    3,6

    70

    .6

    350 191 11521.2

    138 10.5 382 10.5 13821.2

    115 191 350

    541 2325

    4225

    21.223

    25

    4225

    23

    10.5110.8

    35.290

    35.2110.8

    10.523

    25

    4225

    23

    21.225

    42

    2523 541

    2,033.5

    576.5 67 69.2 67 474 67 69.2 67 576.5

    2,033.5

    1A.4.1

    1A.4.1

    Y10 Y10

    PLAN AT +360 LVLA.1.1 SCALE - 1:100

    2A.4.1

    2A.4.1

    AA.3.2

    BA.3.2

    160.5

    576.5 67 69.2 67 474 67 69.2 67 576.5

    350 201.8 150 630 150 201.8 342.5

    350 50.450.4 50.4 50.4

    150 240 150 240 15050.4 50.4 50.4

    50.4 350

    60

    28

    4.6

    36

    0.7

    28

    4.6

    60

    20

    5.5

    18

    4.5

    40

    3.5

    30

    115

    21

    .21

    38

    40

    31

    38

    21

    .2115

    30

    15

    0.8

    19

    2.1

    15

    0.8

    32

    2

    60

    28

    4.6

    36

    0.7

    28

    4.6

    60

    20

    5.5

    34

    .51

    50

    34

    .53

    34

    .53

    4.5

    302

    325

    42

    2521

    .2 232

    54

    2

    25

    23

    40

    32

    32

    54

    22

    5 2321

    .225

    42

    252

    3 30

    15

    0.8

    19

    2.1

    15

    0.8

    32

    2

    1,2

    58

    .71

    98

    .81

    70

    .21

    98

    .38

    0.5

    72

    64

    .27

    24

    69

    13

    6.2

    72

    87

    8.6

    3,6

    70

    .6

    60

    28

    4.6

    36

    0.7

    28

    4.6

    60

    20

    5.5

    18

    4.5

    40

    3.5

    30

    115

    21

    .21

    38

    40

    31

    38

    21

    .2115

    30

    15

    0.8

    19

    2.1

    15

    0.8

    32

    2

    60

    28

    4.6

    36

    0.7

    28

    4.6

    60

    20

    5.5

    34

    .51

    50

    34

    .53

    34

    .53

    4.5

    302

    325

    42

    2521

    .2 232

    54

    2

    25

    23

    40

    32

    32

    54

    22

    5 2321

    .225

    42

    252

    3 30

    15

    0.8

    19

    2.1

    15

    0.8

    32

    2

    1,2

    58

    .71

    98

    .81

    70

    .21

    98

    .38

    0.5

    72

    64

    .27

    24

    69

    13

    6.2

    72

    87

    8.6

    3,6

    70

    .6

    350 191 11521.2

    138 10.5 382 10.5 13821.2

    115 191 350

    541 2325

    4225

    21.223

    25

    4225

    23

    10.5110.8

    35.290

    35.2110.8

    10.523

    25

    4225

    23

    21.225

    42

    2523 541

    2,033.5

    576.5 67 69.2 67 474 67 69.2 67 576.5

    2,033.5

    230.9

    228.2

    228.2

    228.2

    228.2

    230.9

    541 11544.2 25 42

    25 161.5 126 138.5 13821.2

    115 541

    631 15 5 731.4 5 15 631

    +270

    +0

    +135

    +0

    +135

    +423.00

    +270.00

    +270.00

    X3

    X3

    X4

    X4

    X7

    X7

    X8

    X8

    X2

    X2

    X9

    X9

    X10

    X10

    X1

    X1

    Y6 Y6

    Y12 Y12

    Y11 Y11

    Y7 Y7

    Y9 Y9

    Y2 Y2

    Y3 Y3

    Y4 Y4

    Y5 Y5

    Y8 Y8

    Y1 Y1

    X6X5

    1A.4.1

    1A.4.1

    Y10 Y10350 34.5 156.5 23

    2542

    25

    21.223

    25

    4225

    23

    141.5 120 141.523

    2542

    252321.2

    2542

    25

    23 156.5 34.5 350

  • Title

    Drawing No.

    Checked :

    Serial No.

    Dealt :

    Scale :

    Date :

    NOTES

    Drawing and design are the property of Vastu Shilpa Consultants and are not to be copied or used without their permission.

    NUC(1) -ESR- A-A.2.2

    ESR - TYPE A PLAN AT +1890LVL AND +2430 LVL

    1:100

    Piyas Choudhuri

    Namrata Deol

    ###07/07/16

    1. ALL DIMENSIONS SHALL BE CHECKED AND CO-RELATEDWITH THE STRUCTURAL DRAWINGS AND ANY AMBIGUITYSHALL BE IMMEDIATELY BROUGHT TO THE NOTICE OF THEARCHITECT BEFORE COMMENCEMENT OF THE WORK.

    2. ALL DIMENSIONS ARE IN CENTIMETERS UNLESS ANDOTHERWISE SPECIFIED

    3. ALL LEVELS ARE FINISHED LEVELS. ALL DIMENSIONS AREUNFINISHED MASONRY DIMENSIONS UNLESS ANDOTHERWISE SPECIFIED.

    4. ALL MARGINS, CLEARENCES ETC. REQUIRED AS PER BYE-LAWS SHOULD BE CHECKED AND PROVIDED BY THECONTRACTOR AND ANY DESCRIPENCIES FOUND SHOULD BEIMMIDIATELY BROUGHT TO THE NOTICE OF ARCHITECTBEFORE COMMENCEMENT OF WORK.

    Key Plan

    Project

    Nalanda University, Rajgir

    TENDER DRAWING

    Consultants

    Structural Consultants

    Services Consultants

    VR SHAH Consulting Engineers

    DBHMS

    Landscape Consultants

    Earthscape Consultancy Pvt Ltd

    Road and Pathways Consultants

    Arhmm Infra Consultants LLP

    N

    VASTU SHILPA CONSULT A NT SArchitects I Planner s I Ur ban Designer s

    'Sangath', Thaltej Road, A hmedabad - 380054Phone: 079 - 27454537 Fax: 079 - 27452006w w w .sangath.or g e-mail: vsc@ sangath.or g

    PLAN AT +1890 LVLA.1.1 SCALE - 1:100

    2A.4.1

    2A.4.1

    AA.3.2

    BA.3.2

    576.5 67 69.2 67 474 67 69.2 67 576.5

    1,2

    58

    .71

    98

    .81

    70

    .21

    98

    .38

    0.5

    72

    64

    .27

    24

    69

    13

    6.2

    72

    87

    8.6

    3,6

    70

    .6

    1,2

    58

    .71

    98

    .81

    70

    .21

    98

    .38

    0.5

    72

    64

    .27

    24

    69

    13

    6.2

    72

    87

    8.6

    3,6

    70

    .6

    631 25 721.4 25 631

    576.5 67 69.2 67 474 67 69.2 67 576.5

    2,033.5

    1,9

    63

    .52

    57

    21

    .42

    59

    35

    .6

    1,9

    63

    .52

    57

    21

    .42

    59

    35

    .6

    2,033.5

    721.4

    72

    1.4

    230.9

    228.2

    228.2

    228.2 2

    28.2

    230.9

    20

    4.4

    1800

    +1,953.00

    X3

    X3

    X4

    X4

    X7

    X7

    X8

    X8

    X2

    X2

    X9

    X9

    X10

    X10

    X1

    X1

    Y6 Y6

    Y12 Y12

    Y11 Y11

    Y7 Y7

    Y9 Y9

    Y2 Y2

    Y3 Y3

    Y4 Y4

    Y5 Y5

    Y8 Y8

    Y1 Y1

    X6X5

    1A.4.1

    1A.4.1

    Y10 Y10

    PLAN AT +2430LVLA.1.1 SCALE - 1:100

    2A.4.1

    2A.4.1

    AA.3.2

    BA.3.2

    86

    230.9

    228.2

    228.2

    228.2

    228.2

    71.8 71.8

    160.5

    576.5 67 69.2 67 474 67 69.2 67 576.5

    1,2

    58

    .71

    98

    .81

    70

    .21

    98

    .38

    0.5

    72

    64

    .27

    24

    69

    13

    6.2

    72

    87

    8.6

    3,6

    70

    .6

    1,2

    58

    .71

    98

    .81

    70

    .21

    98

    .38

    0.5

    72

    64

    .27

    24

    69

    13

    6.2

    72

    87

    8.6

    3,6

    70

    .6

    631 25 721.4 25 631

    576.5 67 69.2 67 474 67 69.2 67 576.5

    2,033.5

    1,9

    63

    .52

    57

    21

    .42

    59

    35

    .6

    1,9

    63

    .52

    57

    21

    .42

    59

    35

    .6

    2,033.5

    +1953

    +2021

    +1953

    T= 30 CMR=17 CM

    X3

    X3

    X4

    X4

    X7

    X7

    X8

    X8

    X2

    X2

    X9

    X9

    X10

    X10

    X1

    X1

    Y6 Y6

    Y12 Y12

    Y11 Y11

    Y7 Y7

    Y9 Y9

    Y2 Y2

    Y3 Y3

    Y4 Y4

    Y5 Y5

    Y8 Y8

    Y1 Y1

    X6X5

    1A.4.1

    1A.4.1

    Y10 Y10

  • Title

    Drawing No.

    Checked :

    Serial No.

    Dealt :

    Scale :

    Date :

    NOTES

    Drawing and design are the property of Vastu Shilpa Consultants and are not to be copied or used without their permission.

    NUC(1) -ESR- A-A.3.1

    ESR - TYPE A Elevations

    1:100

    Piyas Choudhuri

    Namrata Deol

    ###07/07/16

    1. ALL DIMENSIONS SHALL BE CHECKED AND CO-RELATEDWITH THE STRUCTURAL DRAWINGS AND ANY AMBIGUITYSHALL BE IMMEDIATELY BROUGHT TO THE NOTICE OF THEARCHITECT BEFORE COMMENCEMENT OF THE WORK.

    2. ALL DIMENSIONS ARE IN CENTIMETERS UNLESS ANDOTHERWISE SPECIFIED

    3. ALL LEVELS ARE FINISHED LEVELS. ALL DIMENSIONS AREUNFINISHED MASONRY DIMENSIONS UNLESS ANDOTHERWISE SPECIFIED.

    4. ALL MARGINS, CLEARENCES ETC. REQUIRED AS PER BYE-LAWS SHOULD BE CHECKED AND PROVIDED BY THECONTRACTOR AND ANY DESCRIPENCIES FOUND SHOULD BEIMMIDIATELY BROUGHT TO THE NOTICE OF ARCHITECTBEFORE COMMENCEMENT OF WORK.

    Key Plan

    Project

    Nalanda University, Rajgir

    TENDER DRAWING

    Consultants

    Structural Consultants

    Services Consultants

    VR SHAH Consulting Engineers

    DBHMS

    Landscape Consultants

    Earthscape Consultancy Pvt Ltd

    Road and Pathways Consultants

    Arhmm Infra Consultants LLP

    N

    VASTU SHILPA CONSULT A NT SArchitects I Planner s I Ur ban Designer s

    'Sangath', Thaltej Road, A hmedabad - 380054Phone: 079 - 27454537 Fax: 079 - 27452006w w w .sangath.or g e-mail: vsc@ sangath.or g

    X1 X2 X3 X4 X7 X8 X9 X10

    ELEVATION AA.3.1 SCALE - 1:100

    27

    08

    66

    71

    53

    15

    31

    53

    15

    31

    53

    15

    31

    53

    15

    31

    25

    .51

    80

    .52

    26

    2,1

    79

    27

    08

    66

    73

    06

    30

    63

    06

    30

    63

    06

    22

    6

    0.00

    135.00

    270.00

    356.00

    423.00

    576.00

    721.50

    882.00

    1,035.00

    1,188.00

    1,341.00

    1,494.00

    1,647.00

    1,772.50

    1,953.00

    2,107.00

    2,179.00

    67 69.2 67 474 67 69.2 67

    951.4

    FINISHED GROUND LVL

    TOP OF SLAB LVL

    TOP OF SLAB LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    BOTTOM OF TANK SLAB LVL

    TOP OF TANK SLAB LVL

    TOP LVL

    TOP OF PARAPET LVL

    TOP LVL

    Y12 Y11 Y10 Y9 Y8 Y7 Y6 Y5 Y4 Y3 Y2 Y1

    ELEVATION BA.3.1 SCALE - 1:100

    0.00

    135.00

    270.00

    356.00

    423.00

    576.00

    729.00

    882.00

    1,035.00

    1,188.00

    1,341.00

    1,494.00

    1,647.00

    1,800.00

    1,953.00

    2,021.00

    2,107.00

    2,179.00

    222.8 184.8 170.2 198.3 80.5 7264.2

    72 469 7264.2

    72 556.7

    816.3 555.5 926.7

    13

    6.2

    13

    3.8

    15

    31

    53

    15

    31

    53

    15

    31

    53

    15

    31

    53

    15

    31

    53

    15

    36

    81

    58

    2,1

    79

    27

    08

    66

    73

    06

    30

    63

    06

    30

    63

    06

    68

    86

    72

    5.00 15.00

    FINISHED GROUND LVL

    TOP OF SLAB LVL

    TOP OF SLAB LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    TOP OF PARAPET LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    TOP LVL

    TOP LVL

  • Title

    Drawing No.

    Checked :

    Serial No.

    Dealt :

    Scale :

    Date :

    NOTES

    Drawing and design are the property of Vastu Shilpa Consultants and are not to be copied or used without their permission.

    NUC(1) -ESR- A-A.4.1

    ESR - TYPE A Sections

    1:100

    Piyas Choudhuri

    Namrata Deol

    ###07/07/16

    1. ALL DIMENSIONS SHALL BE CHECKED AND CO-RELATEDWITH THE STRUCTURAL DRAWINGS AND ANY AMBIGUITYSHALL BE IMMEDIATELY BROUGHT TO THE NOTICE OF THEARCHITECT BEFORE COMMENCEMENT OF THE WORK.

    2. ALL DIMENSIONS ARE IN CENTIMETERS UNLESS ANDOTHERWISE SPECIFIED

    3. ALL LEVELS ARE FINISHED LEVELS. ALL DIMENSIONS AREUNFINISHED MASONRY DIMENSIONS UNLESS ANDOTHERWISE SPECIFIED.

    4. ALL MARGINS, CLEARENCES ETC. REQUIRED AS PER BYE-LAWS SHOULD BE CHECKED AND PROVIDED BY THECONTRACTOR AND ANY DESCRIPENCIES FOUND SHOULD BEIMMIDIATELY BROUGHT TO THE NOTICE OF ARCHITECTBEFORE COMMENCEMENT OF WORK.

    Key Plan

    Project

    Nalanda University, Rajgir

    TENDER DRAWING

    Consultants

    Structural Consultants

    Services Consultants

    VR SHAH Consulting Engineers

    DBHMS

    Landscape Consultants

    Earthscape Consultancy Pvt Ltd

    Road and Pathways Consultants

    Arhmm Infra Consultants LLP

    N

    VASTU SHILPA CONSULT A NT SArchitects I Planner s I Ur ban Designer s

    'Sangath', Thaltej Road, A hmedabad - 380054Phone: 079 - 27454537 Fax: 079 - 27452006w w w .sangath.or g e-mail: vsc@ sangath.or g

    Y1 Y2 Y3 Y4 Y5 Y6 Y7 Y8 Y9 Y10 Y11 Y12

    SECTION 1A.2.1 SCALE - 1:100

    0.00

    270.00

    356.00

    480.00

    1,727.50

    1,772.50

    1,953.00

    2,179.00

    556.7 7264.2

    72 469 7264.2

    72 80.5 198.3 170.2 184.8 222.8 60 287.6 348.7 293.6

    270.00

    356.00

    423.00

    576.00

    729.00

    882.00

    1,035.00

    1,188.00

    1,341.00

    1,494.00

    1,647.00

    1,800.00

    1,953.00

    2,021.00

    2,107.00

    2,179.00

    27

    08

    66

    73

    06

    30

    63

    06

    30

    63

    06

    68

    86

    72

    27

    03

    06

    30

    63

    06

    30

    63

    06

    20

    3.3

    45

    45

    45

    13

    51

    5

    45

    27

    .51

    25

    .52

    7.5

    45

    15

    27

    08

    61

    24

    1,2

    47

    .54

    51

    80

    .52

    26

    2,1

    79

    523.7 546.3 654.8 1,563.8

    TOP LVL

    TOP OF PARAPET LVL

    TOP OF SLAB LVL

    FINISHED GROUND LVL

    TOP OF TANK SLAB LVL

    BOTTOM OF TANK SLAB LVL

    BOTTOM OF BEAM LVL

    LINTEL LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    TOP LVL

    X1 X2 X3 X4 X7 X8 X9 X10

    SECTION 2A.2.1 SCALE - 1:100

    35.5 67 69.2 67 474 67 69.2 67 35.5

    951.4

    13

    6.2

    73

    .86

    08

    66

    71

    53

    15

    31

    53

    15

    31

    53

    15

    31

    53

    15

    38

    0.5

    45

    18

    0.5

    68

    15

    8

    27

    08

    66

    73

    06

    30

    63

    06

    30

    63

    06

    68

    86

    72

    2,1

    79

    0.00

    210.00

    270.00

    356.00

    423.00

    576.00

    729.00

    882.00

    1,035.00

    1,188.00

    1,341.00

    1,494.00

    1,647.00

    1,727.50

    1,772.50

    1,953.00

    2,021.00

    2,107.00

    2,179.00

    21

    01

    ,24

    7.5

    45

    1,5

    02

    .5

    FINISHED GROUND LVL

    TOP OF SLAB LVL

    TOP OF SLAB LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    TOP OF PARAPET LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    TOP LVL

    TOP LVL

    BOTTOM OF BEAM LVL

    BOTTOM OF TANK SLAB L

    BOTTOM OF BEAM LVL

  • Title

    Drawing No.

    Checked :

    Serial No.

    Dealt :

    Scale :

    Date :

    NOTES

    Drawing and design are the property of Vastu Shilpa Consultants and are not to be copied or used without their permission.

    NUC(1) -ESR- B-A.2.1

    ESR - TYPE B PLAN AT +125 LVLAND 390 LVL

    1:100

    Piyas Choudhuri

    Namrata Deol

    ###07/07/16

    1. ALL DIMENSIONS SHALL BE CHECKED AND CO-RELATEDWITH THE STRUCTURAL DRAWINGS AND ANY AMBIGUITYSHALL BE IMMEDIATELY BROUGHT TO THE NOTICE OF THEARCHITECT BEFORE COMMENCEMENT OF THE WORK.

    2. ALL DIMENSIONS ARE IN CENTIMETERS UNLESS ANDOTHERWISE SPECIFIED

    3. ALL LEVELS ARE FINISHED LEVELS. ALL DIMENSIONS AREUNFINISHED MASONRY DIMENSIONS UNLESS ANDOTHERWISE SPECIFIED.

    4. ALL MARGINS, CLEARENCES ETC. REQUIRED AS PER BYE-LAWS SHOULD BE CHECKED AND PROVIDED BY THECONTRACTOR AND ANY DESCRIPENCIES FOUND SHOULD BEIMMIDIATELY BROUGHT TO THE NOTICE OF ARCHITECTBEFORE COMMENCEMENT OF WORK.

    Key Plan

    Project

    Nalanda University, Rajgir

    TENDER DRAWING

    Consultants

    Structural Consultants

    Services Consultants

    VR SHAH Consulting Engineers

    DBHMS

    Landscape Consultants

    Earthscape Consultancy Pvt Ltd

    Road and Pathways Consultants

    Arhmm Infra Consultants LLP

    N

    VASTU SHILPA CONSULT A NT SArchitects I Planner s I Ur ban Designer s

    'Sangath', Thaltej Road, A hmedabad - 380054Phone: 079 - 27454537 Fax: 079 - 27452006w w w .sangath.or g e-mail: vsc@ sangath.or g

    Plan At +125 LvlA.1.1 SCALE - 1:100

    +0

    +5

    +0

    +45.00

    +90.00

    +45.00

    +90.00

    +120.00

    2A.4.1

    2A.4.1

    AA.3.2

    BA.3.2

    Up Up

    ESR -BCAPACITY = 60KL

    BOTTOM OF TANK =2082.27

    X3

    X3

    X4

    X4

    X7

    X7

    X8

    X8

    Y2 Y2

    Y3 Y3

    Y4 Y4

    Y5 Y5

    Y6 Y6

    Y7 Y7

    Y9 Y9

    Y11 Y11

    Y12 Y12

    X6X5

    X2

    X2

    X9

    X9

    X10

    X10

    X1

    X1

    Y8 Y8

    Y1 Y1

    2,033.5

    350 201.8 150 630 150 201.8 342.5

    350 50.450.4 50.4 50.4

    150 240 150 240 15050.4 50.4 50.4

    50.4 350

    60

    93

    06

    02

    05

    .53

    4.5

    15

    03

    4.5

    15

    02

    19

    30

    115

    21

    .21

    38

    40

    31

    38

    21

    .2115

    44

    .14

    79

    .53

    50

    3,6

    98

    .6

    60

    93

    06

    02

    05

    .53

    4.5

    15

    03

    4.5

    15

    02

    19

    30

    115

    21

    .21

    38

    40

    31

    38

    21

    .2115

    44

    .14

    79

    .53

    50

    3,6

    98

    .6

    350 191 11521.2

    138 10.5 382 10.5 159.2 115 191 350

    541 115 159.2 403 159.2 115 541

    350 34.5 317.3 630 317.3 34.5 350

    317.3 3030

    3030

    3030

    30

    30 15030

    3030

    3030

    3030

    30 317.3

    240 150 240

    60

    93

    06

    09

    09

    025

    .53

    4.5

    15

    03

    4.5

    15

    01

    84

    .53

    4.5

    302

    3 25

    47

    20

    21

    .22

    3 25

    42

    25

    23

    40

    32

    32

    54

    22

    523 21

    .225

    42

    252

    343

    .6

    13

    7.1

    19

    2.1

    15

    0.8

    35

    0

    60

    93

    06

    09

    09

    025

    .53

    4.5

    15

    03

    4.5

    15

    01

    84

    .53

    4.5

    302

    3 25

    672

    1.2

    232

    54

    22

    5

    23

    40

    32

    32

    54

    22

    523 21

    .225

    42

    252

    3

    44

    .14

    79

    .53

    50

    350 191 2325

    4225

    21.223

    25

    4225

    23

    10.5110.8

    35.290

    35.2110.8

    10.523

    2542

    2523

    21.220

    4725

    23 191 350

    576.5 67 69.2 67 474 67 69.2 67 576.5

    1,2

    72

    .71

    84

    .51

    84

    .51

    84

    .58

    2.7

    69

    .56

    6.7

    67

    47

    46

    76

    9.2

    67

    90

    9.2

    1,2

    72

    .71

    84

    .51

    84

    .51

    84

    .58

    2.7

    69

    .56

    6.7

    67

    47

    46

    76

    9.2

    67

    90

    9.2

    576.5 67 69.2 67 474 67 69.2 67 576.5

    230.9

    228.2

    228.2

    228.2

    228.2

    230.9

    20

    4.4

    20

    4.4

    20

    0.5

    160.5

    541 2325

    472021.2

    2325

    4225

    23 403 2325

    4225

    2321.2

    25

    4225

    23 541

    551.7 284.6 360.7 284.6 551.8

    +15.00

    +45.00

    +90.00

    +120.00

    1A.4.1

    1A.4.1

    Y10 Y10

    Plan At +390LvlA.1.1 SCALE - 1:100

    2A.4.1

    2A.4.1

    AA.3.2

    BA.3.2

    2,033.5

    350 201.8 150 630 150 201.8 342.5

    350 50.450.4 50.4 50.4

    150 240 150 240 15050.4 50.4 50.4

    50.4 350

    60

    93

    06

    02

    05

    .53

    4.5

    15

    03

    4.5

    15

    02

    19

    30

    115

    21

    .21

    38

    40

    31

    38

    21

    .2115

    44

    .14

    79

    .53

    50

    3,6

    98

    .6

    60

    93

    06

    02

    05

    .53

    4.5

    15

    03

    4.5

    15

    02

    19

    30

    115

    21

    .21

    38

    40

    31

    38

    21

    .2115

    44

    .14

    79

    .53

    50

    3,6

    98

    .6

    350 191 11521.2

    138 10.5 382 10.5 159.2 115 191 350

    2,033.5

    240 150 240

    350 191 2325

    4225

    21.223

    25

    4225

    23

    10.5 382 10.523

    2542

    2523

    21.220

    4725

    23 191 350

    576.5 67 69.2 67 474 67 69.2 67 576.5

    1,2

    72

    .71

    84

    .51

    84

    .51

    84

    .58

    2.7

    69

    .56

    6.7

    67

    47

    46

    76

    9.2

    67

    90

    9.2

    1,2

    72

    .71

    84

    .51

    84

    .51

    84

    .58

    2.7

    69

    .56

    6.7

    67

    47

    46

    76

    9.2

    67

    90

    9.2

    576.5 67 69.2 67 474 67 69.2 67 576.5

    60

    93

    06

    09

    09

    025

    .53

    4.5

    15

    03

    4.5

    15

    01

    84

    .53

    4.5

    302

    3 25

    47

    20

    21

    .22

    3 25

    42

    25

    23

    40

    32

    32

    54

    22

    523 21

    .225

    42

    252

    343

    .6

    13

    7.1

    19

    2.1

    15

    0.8

    35

    0

    60

    93

    06

    09

    09

    025

    .53

    4.5

    15

    03

    4.5

    15

    01

    84

    .53

    4.5

    302

    3 25

    672

    1.2

    232

    54

    22

    5

    23

    40

    32

    32

    54

    22

    523 21

    .225

    42

    252

    3

    44

    .14

    79

    .53

    50

    230.9

    228.2

    228.2

    230.9

    228.2

    228.2

    20

    4.4

    20

    4.4

    20

    0.5

    160.5

    +405.00+405.00

    +270.00+135 +135

    +135

    +0

    +0

    X3

    X3

    X4

    X4

    X7

    X7

    X8

    X8

    Y2 Y2

    Y3 Y3

    Y4 Y4

    Y5 Y5

    Y6 Y6

    Y7 Y7

    Y9 Y9

    Y11 Y11

    Y12 Y12

    X6X5

    X2

    X2

    X9

    X9

    X10

    X10

    X1

    X1

    Y8 Y8

    Y1 Y1

    1A.4.1

    1A.4.1

    Y10 Y1034.5 317.3 630 317.3 34.5

    34.5 1,264.5 34.5

  • Title

    Drawing No.

    Checked :

    Serial No.

    Dealt :

    Scale :

    Date :

    NOTES

    Drawing and design are the property of Vastu Shilpa Consultants and are not to be copied or used without their permission.

    NUC(1) -ESR- B-A.2.2

    ESR - TYPE B PLAN AT +630 AND+1200 LVL

    1:100

    Piyas Choudhuri

    Namrata Deol

    ###07/07/16

    1. ALL DIMENSIONS SHALL BE CHECKED AND CO-RELATEDWITH THE STRUCTURAL DRAWINGS AND ANY AMBIGUITYSHALL BE IMMEDIATELY BROUGHT TO THE NOTICE OF THEARCHITECT BEFORE COMMENCEMENT OF THE WORK.

    2. ALL DIMENSIONS ARE IN CENTIMETERS UNLESS ANDOTHERWISE SPECIFIED

    3. ALL LEVELS ARE FINISHED LEVELS. ALL DIMENSIONS AREUNFINISHED MASONRY DIMENSIONS UNLESS ANDOTHERWISE SPECIFIED.

    4. ALL MARGINS, CLEARENCES ETC. REQUIRED AS PER BYE-LAWS SHOULD BE CHECKED AND PROVIDED BY THECONTRACTOR AND ANY DESCRIPENCIES FOUND SHOULD BEIMMIDIATELY BROUGHT TO THE NOTICE OF ARCHITECTBEFORE COMMENCEMENT OF WORK.

    Key Plan

    Project

    Nalanda University, Rajgir

    TENDER DRAWING

    Consultants

    Structural Consultants

    Services Consultants

    VR SHAH Consulting Engineers

    DBHMS

    Landscape Consultants

    Earthscape Consultancy Pvt Ltd

    Road and Pathways Consultants

    Arhmm Infra Consultants LLP

    N

    VASTU SHILPA CONSULT A NT SArchitects I Planner s I Ur ban Designer s

    'Sangath', Thaltej Road, A hmedabad - 380054Phone: 079 - 27454537 Fax: 079 - 27452006w w w .sangath.or g e-mail: vsc@ sangath.or g

    Plan At +630LvlA.1.1 SCALE - 1:100

    2A.4.1

    2A.4.1

    AA.3.2

    BA.3.2

    2,033.5

    350 201.8 150 630 150 201.8 342.5

    350 50.450.4 50.4 50.4

    150 240 150 240 15050.4 50.4 50.4

    50.4 350

    60

    93

    06

    02

    05

    .53

    4.5

    15

    03

    4.5

    15

    02

    19

    30

    115

    21

    .21

    38

    40

    31

    38

    21

    .2115

    44

    .14

    79

    .53

    50

    3,6

    98

    .6

    60

    93

    06

    02

    05

    .53

    4.5

    15

    03

    4.5

    15

    02

    19

    30

    115

    21

    .21

    38

    40

    31

    38

    21

    .2115

    44

    .14

    79

    .53

    50

    3,6

    98

    .6

    350 191 11521.2

    138 10.5 382 10.5 159.2 115 191 350

    2,033.5

    317.3 3030

    3030

    3030

    30

    30 15030

    3030

    3030

    3030

    30 317.3

    240 150 240

    350 191 2325

    4225

    21.223

    25

    4225

    23

    10.5 382 10.523

    2542

    2523

    21.220

    4725

    23 191 350

    576.5 67 69.2 67 474 67 69.2 67 576.5

    1,2

    72

    .71

    84

    .51

    84

    .51

    84

    .58

    2.7

    69

    .56

    6.7

    67

    47

    46

    76

    9.2

    67

    90

    9.2

    1,2

    72

    .71

    84

    .51

    84

    .51

    84

    .58

    2.7

    69

    .56

    6.7

    67

    47

    46

    76

    9.2

    67

    90

    9.2

    576.5 67 69.2 67 474 67 69.2 67 576.5

    60

    93

    06

    09

    09

    025

    .53

    4.5

    15

    03

    4.5

    15

    01

    84

    .53

    4.5

    302

    3 25

    47

    20

    21

    .22

    3 25

    42

    25

    23

    40

    32

    32

    54

    22

    523 21

    .225

    42

    252

    343

    .6

    13

    7.1

    19

    2.1

    15

    0.8

    35

    0

    60

    93

    06

    09

    09

    025

    .53

    4.5

    15

    03

    4.5

    15

    01

    84

    .53

    4.5

    302

    3 25

    672

    1.2

    232

    54

    22

    5

    23

    40

    32

    32

    54

    22

    523 21

    .225

    42

    252

    3

    44

    .14

    79

    .53

    50

    230.9

    228.2

    228.2

    228.2

    230.9228.2

    20

    4.4

    20

    4.4

    160.5

    +405.00 +405.00+540.00

    +540.00

    +540.00

    +693.00

    X3

    X3

    X4

    X4

    X7

    X7

    X8

    X8

    Y2 Y2

    Y3 Y3

    Y4 Y4

    Y5 Y5

    Y6 Y6

    Y7 Y7

    Y9 Y9

    Y11 Y11

    Y12 Y12

    X6X5

    X2

    X2

    X9

    X9

    X10

    X10

    X1

    X1

    Y8 Y8

    Y1 Y1

    1A.4.1

    1A.4.1

    Y10 Y10

    Plan At +1200 LvlA.1.1 SCALE - 1:100

    2A.4.1

    2A.4.1

    AA.3.2

    BA.3.2

    34.5 1,264.5 34.5

    205.4360.7205.4

    2,033.5

    3,6

    98

    .6

    3,6

    98

    .6

    2,033.5

    576.5 67 69.2 67 474 67 69.2 67 576.5

    1,2

    72

    .71

    84

    .51

    84

    .51

    84

    .58

    2.7

    69

    .56

    6.7

    67

    47

    46

    76

    9.2

    67

    90

    9.2

    1,2

    72

    .71

    84

    .51

    84

    .51

    84

    .58

    2.7

    69

    .56

    6.7

    67

    47

    46

    76

    9.2

    67

    90

    9.2

    576.5 67 69.2 67 474 67 69.2 67 576.5

    230.9

    228.2

    228.2

    230.9

    228.2

    228.2

    20

    4.4

    20

    4.4

    160.5

    +540.00

    +540.00

    +1,080.00

    +1,305.00

    X3

    X3

    X4

    X4

    X7

    X7

    X8

    X8

    Y2 Y2

    Y3 Y3

    Y4 Y4

    Y5 Y5

    Y6 Y6

    Y7 Y7

    Y9 Y9

    Y11 Y11

    Y12 Y12

    X6X5

    X2

    X2

    X9

    X9

    X10

    X10

    X1

    X1

    Y8 Y8

    Y1 Y1

    1A.4.1

    1A.4.1

    Y10 Y1034.5 317.3 630 317.3 34.5

  • Title

    Drawing No.

    Checked :

    Serial No.

    Dealt :

    Scale :

    Date :

    NOTES

    Drawing and design are the property of Vastu Shilpa Consultants and are not to be copied or used without their permission.

    NUC(1) -ESR- B-A.2.3

    ESR - TYPE B PLAN AT +2160LVL AND +2700 LVL

    1:100

    Piyas Choudhuri

    Namrata Deol

    ###07/07/16

    1. ALL DIMENSIONS SHALL BE CHECKED AND CO-RELATEDWITH THE STRUCTURAL DRAWINGS AND ANY AMBIGUITYSHALL BE IMMEDIATELY BROUGHT TO THE NOTICE OF THEARCHITECT BEFORE COMMENCEMENT OF THE WORK.

    2. ALL DIMENSIONS ARE IN CENTIMETERS UNLESS ANDOTHERWISE SPECIFIED

    3. ALL LEVELS ARE FINISHED LEVELS. ALL DIMENSIONS AREUNFINISHED MASONRY DIMENSIONS UNLESS ANDOTHERWISE SPECIFIED.

    4. ALL MARGINS, CLEARENCES ETC. REQUIRED AS PER BYE-LAWS SHOULD BE CHECKED AND PROVIDED BY THECONTRACTOR AND ANY DESCRIPENCIES FOUND SHOULD BEIMMIDIATELY BROUGHT TO THE NOTICE OF ARCHITECTBEFORE COMMENCEMENT OF WORK.

    Key Plan

    Project

    Nalanda University, Rajgir

    TENDER DRAWING

    Consultants

    Structural Consultants

    Services Consultants

    VR SHAH Consulting Engineers

    DBHMS

    Landscape Consultants

    Earthscape Consultancy Pvt Ltd

    Road and Pathways Consultants

    Arhmm Infra Consultants LLP

    N

    VASTU SHILPA CONSULT A NT SArchitects I Planner s I Ur ban Designer s

    'Sangath', Thaltej Road, A hmedabad - 380054Phone: 079 - 27454537 Fax: 079 - 27452006w w w .sangath.or g e-mail: vsc@ sangath.or g

    Plan At +2700LvlA.1.1 SCALE - 1:100

    2A.4.1

    2A.4.1

    AA.3.2

    BA.3.2

    2,033.5

    350 201.8 150 630 150 201.8 342.5

    3,6

    98

    .6

    3,6

    98

    .6

    2,033.5

    1,9

    63

    .52

    57

    21

    .42

    59

    63

    .7

    1,9

    63

    .52

    57

    21

    .42

    59

    63

    .7

    631 25 721.4 25 631

    576.5 67 69.2 67 474 67 69.2 67 576.5

    1,2

    72

    .71

    84

    .51

    84

    .51

    84

    .58

    2.7

    69

    .56

    6.7

    67

    47

    46

    76

    9.2

    67

    90

    9.2

    1,2

    72

    .71

    84

    .51

    84

    .51

    84

    .58

    2.7

    69

    .56

    6.7

    67

    47

    46

    76

    9.2

    67

    90

    9.2

    576.5 67 69.2 67 474 67 69.2 67 576.5

    230.9

    228.2

    228.2

    228.2

    228.2

    71.8 71.8

    160.5

    86

    +2223

    +2291

    +2223

    T= 30 CMR=17 CM

    X3

    X3

    X4

    X4

    X7

    X7

    X8

    X8

    Y2 Y2

    Y3 Y3

    Y4 Y4

    Y5 Y5

    Y6 Y6

    Y7 Y7

    Y9 Y9

    Y11 Y11

    Y12 Y12

    X6X5

    X2

    X2

    X9

    X9

    X10

    X10

    X1

    X1

    Y8 Y8

    Y1 Y1

    1A.4.1

    1A.4.1

    Y10 Y10

    230.9

    228.2

    228.2

    Plan At +2160 LvlA.1.1 SCALE - 1:100

    2A.4.1

    2A.4.1

    AA.3.2

    BA.3.2

    2,033.5

    350 201.8 150 240 150 240 150 201.8 342.5

    3,6

    98

    .6

    3,6

    98

    .6

    2,033.5

    1,9

    63

    .52

    57

    21

    .42

    59

    63

    .7

    1,9

    63

    .52

    57

    21

    .42

    59

    63

    .7

    631 25 721.4 25 631

    576.5 67 69.2 67 474 67 69.2 67 576.5

    1,2

    72

    .71

    84

    .51

    84

    .51

    84

    .58

    2.7

    69

    .56

    6.7

    67

    47

    46

    76

    9.2

    67

    90

    9.2

    1,2

    72

    .71

    84

    .51

    84

    .51

    84

    .58

    2.7

    69

    .56

    6.7

    67

    47

    46

    76

    9.2

    67

    90

    9.2

    576.5 67 69.2 67 474 67 69.2 67 576.5

    72

    1.4

    721.4

    228.2

    228.2

    230.9

    20

    4.4

    +2,223.00

    +540

    +2,291.00

    X3

    X3

    X4

    X4

    X7

    X7

    X8

    X8

    Y2 Y2

    Y3 Y3

    Y4 Y4

    Y5 Y5

    Y6 Y6

    Y7 Y7

    Y9 Y9

    Y11 Y11

    Y12 Y12

    X6X5

    X2

    X2

    X9

    X9

    X10

    X10

    X1

    X1

    Y8 Y8

    Y1 Y1

    1A.4.1

    1A.4.1

    Y10 Y10

  • Title

    Drawing No.

    Checked :

    Serial No.

    Dealt :

    Scale :

    Date :

    NOTES

    Drawing and design are the property of Vastu Shilpa Consultants and are not to be copied or used without their permission.

    NUC(1) -ESR- B-A.4.1

    ESR - TYPE B Sections

    1:100

    Piyas Choudhuri

    Namrata Deol

    ###07/07/16

    1. ALL DIMENSIONS SHALL BE CHECKED AND CO-RELATEDWITH THE STRUCTURAL DRAWINGS AND ANY AMBIGUITYSHALL BE IMMEDIATELY BROUGHT TO THE NOTICE OF THEARCHITECT BEFORE COMMENCEMENT OF THE WORK.

    2. ALL DIMENSIONS ARE IN CENTIMETERS UNLESS ANDOTHERWISE SPECIFIED

    3. ALL LEVELS ARE FINISHED LEVELS. ALL DIMENSIONS AREUNFINISHED MASONRY DIMENSIONS UNLESS ANDOTHERWISE SPECIFIED.

    4. ALL MARGINS, CLEARENCES ETC. REQUIRED AS PER BYE-LAWS SHOULD BE CHECKED AND PROVIDED BY THECONTRACTOR AND ANY DESCRIPENCIES FOUND SHOULD BEIMMIDIATELY BROUGHT TO THE NOTICE OF ARCHITECTBEFORE COMMENCEMENT OF WORK.

    Key Plan

    Project

    Nalanda University, Rajgir

    TENDER DRAWING

    Consultants

    Structural Consultants

    Services Consultants

    VR SHAH Consulting Engineers

    DBHMS

    Landscape Consultants

    Earthscape Consultancy Pvt Ltd

    Road and Pathways Consultants

    Arhmm Infra Consultants LLP

    N

    VASTU SHILPA CONSULT A NT SArchitects I Planner s I Ur ban Designer s

    'Sangath', Thaltej Road, A hmedabad - 380054Phone: 079 - 27454537 Fax: 079 - 27452006w w w .sangath.or g e-mail: vsc@ sangath.or g

    Y2 Y3 Y4 Y5 Y6 Y7 Y9 Y11 Y12Y10Y1 Y8

    SECTION 1A.2.1 SCALE - 1:100

    0.00

    270.00

    480.00

    540.00

    626.00

    750.00

    1,092.00

    1,152.00

    1,362.00

    2,009.77

    2,052.27

    2,223.00

    2,438.73

    45

    45

    45

    12

    03

    01

    35

    13

    5

    27

    02

    70

    86

    46

    66

    02

    10

    64

    7.8

    42

    .51

    70

    .72

    15

    .7

    2,4

    38

    .7

    559.2 67 69.2 67 474 6766.7

    69.5 82.7 184.5 184.5 184.5 1,272.8

    3,348.6

    72

    .5110.7

    30

    60

    55

    26

    0

    540.00

    693.00

    846.00

    999.00

    1,152.00

    1,305.00

    1,458.00

    1,611.00

    1,764.00

    1,917.00

    2,070.00

    2,223.00

    2,291.00

    2,377.00

    54

    03

    06

    30

    63

    06

    30

    63

    06

    22

    18

    66

    1.7

    5.0015.00

    TOP LVL

    LINTEL LVL

    TOP OF PARAPET LVL

    TOP OF SLAB LVL

    LANDING LVL

    FINISHED GROUND LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    TOP OF TANK SLAB LVL

    BOTTOM OF TANK SLAB LVL

    BOTTOM OF BEAM LVL

    TOP OF SLAB LVL

    BOTTOM OF BEAM LVL

    LINTEL LVL

    BOTTOM OF BEAM LVL

    T=30 CMR=15 CM

    T=30 CMR=15 CM

    T=17 CM

    TOP LVL

    X1 X2 X3 X4 X7 X8 X9 X10

    SECTION 2A.2.1 SCALE - 1:100

    35.5 67 69.2 67 474 67 69.2 67 35.5

    951.4

    54

    08

    66

    73

    06

    30

    63

    06

    30

    63

    74

    14

    7.7

    48

    06

    08

    61

    24

    96

    15

    39

    36

    08

    61

    24

    96

    15

    31

    53

    24

    5.8

    42

    .51

    70

    .76

    88

    66

    1.7

    2,4

    38

    .7

    0.00

    480.00

    540.00

    626.00

    750.00

    846.00

    999.00

    1,092.00

    1,152.00

    1,238.00

    1,362.00

    1,458.00

    1,611.00

    1,764.00

    1,917.00

    2,009.77

    2,052.27

    2,223.00

    2,291.00

    2,377.00

    2,438.73

    21

    04

    02

    90

    0.3

    61

    29

    00

    .3

    LANDING LVL

    TOP LVL

    LANDING LVL

    TOP OF TANK SLAB LVL

    BOTTOM OF TANK SLAB LVL

    BOTTOM OF BEAM LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    TOP OF PARAPET LVL

    TOP OF SLAB LVL

    BOTTOM OF BEAM LVL

    LINTEL LVL

    LANDING LVL

    LANDING LVL

    LINTEL LVL

    TOP OF PARAPET LVL

    TOP OF SLAB LVL

    BOTTOM OF BEAM LVL

    FINISHED GROUND LVL

  • Title

    Drawing No.

    Checked :

    Serial No.

    Dealt :

    Scale :

    Date :

    NOTES

    Drawing and design are the property of Vastu Shilpa Consultants and are not to be copied or used without their permission.

    NUC(1) -ESR- B-A.3.1

    ESR - TYPE B Elevations

    1:100

    Piyas Choudhuri

    Namrata Deol

    ###07/07/16

    1. ALL DIMENSIONS SHALL BE CHECKED AND CO-RELATEDWITH THE STRUCTURAL DRAWINGS AND ANY AMBIGUITYSHALL BE IMMEDIATELY BROUGHT TO THE NOTICE OF THEARCHITECT BEFORE COMMENCEMENT OF THE WORK.

    2. ALL DIMENSIONS ARE IN CENTIMETERS UNLESS ANDOTHERWISE SPECIFIED

    3. ALL LEVELS ARE FINISHED LEVELS. ALL DIMENSIONS AREUNFINISHED MASONRY DIMENSIONS UNLESS ANDOTHERWISE SPECIFIED.

    4. ALL MARGINS, CLEARENCES ETC. REQUIRED AS PER BYE-LAWS SHOULD BE CHECKED AND PROVIDED BY THECONTRACTOR AND ANY DESCRIPENCIES FOUND SHOULD BEIMMIDIATELY BROUGHT TO THE NOTICE OF ARCHITECTBEFORE COMMENCEMENT OF WORK.

    Key Plan

    Project

    Nalanda University, Rajgir

    TENDER DRAWING

    Consultants

    Structural Consultants

    Services Consultants

    VR SHAH Consulting Engineers

    DBHMS

    Landscape Consultants

    Earthscape Consultancy Pvt Ltd

    Road and Pathways Consultants

    Arhmm Infra Consultants LLP

    N

    VASTU SHILPA CONSULT A NT SArchitects I Planner s I Ur ban Designer s

    'Sangath', Thaltej Road, A hmedabad - 380054Phone: 079 - 27454537 Fax: 079 - 27452006w w w .sangath.or g e-mail: vsc@ sangath.or g

    X1 X2 X3 X4 X7 X8 X9 X10

    ELEVATION AA.3.1 SCALE - 1:100

    27

    08

    66

    71

    53

    15

    31

    53

    15

    31

    53

    15

    31

    53

    15

    31

    25

    .51

    80

    .52

    26

    2,1

    79

    27

    08

    66

    73

    06

    30

    63

    06

    30

    63

    06

    22

    6

    0.00

    135.00

    270.00

    356.00

    423.00

    576.00

    721.50

    882.00

    1,035.00

    1,188.00

    1,341.00

    1,494.00

    1,647.00

    1,772.50

    1,953.00

    2,107.00

    2,179.00

    67 69.2 67 474 67 69.2 67

    951.4

    FINISHED GROUND LVL

    TOP OF SLAB LVL

    TOP OF SLAB LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    BOTTOM OF TANK SLAB L

    TOP OF TANK SLAB LVL

    TOP LVL

    TOP OF PARAPET LVL

    TOP LVL

    Y12 Y11 Y10 Y9 Y8 Y7 Y6 Y5 Y4 Y3 Y2 Y1

    ELEVATION BA.3.1 SCALE - 1:100

    0.00

    135.00

    270.00

    356.00

    423.00

    576.00

    729.00

    882.00

    1,035.00

    1,188.00

    1,341.00

    1,494.00

    1,647.00

    1,800.00

    1,953.00

    2,021.00

    2,107.00

    2,179.00

    222.8 184.8 170.2 198.3 80.5 7264.2

    72 469 7264.2

    72 556.7

    816.3 555.5 926.7

    13

    6.2

    13

    3.8

    15

    31

    53

    15

    31

    53

    15

    31

    53

    15

    31

    53

    15

    31

    53

    15

    36

    81

    58

    2,1

    79

    27

    08

    66

    73

    06

    30

    63

    06

    30

    63

    06

    68

    86

    72

    5.00 15.00

    FINISHED GROUND LVL

    TOP OF SLAB LVL

    TOP OF SLAB LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    TOP OF PARAPET LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    LANDING LVL

    TOP LVL

    TOP LVL

    NALANDA UNIVERSITY, RAJGIR - 1 - ViewsA-A.2.1 ESR - TYPE A PLAN AT +130 AND +360 LVLA-A.2.2 ESR - TYPE A PLAN AT +1890 LVL AND +2430 LVLA-A.3.1 ESR - TYPE A ElevationsA-A.4.1 ESR - TYPE A SectionsB-A.2.1 ESR - TYPE B PLAN AT +125 LVL AND 390 LVLB-A.2.2 ESR - TYPE B PLAN AT +630 AND +1200 LVLB-A.2.3 ESR - TYPE B PLAN AT +2160 LVL AND +2700 LVLB-A.4.1 ESR - TYPE B SectionsB-A.3.1 ESR - TYPE B Elevations