Quantity Estimate Sheets

download Quantity Estimate Sheets

of 29

Transcript of Quantity Estimate Sheets

  • 7/29/2019 Quantity Estimate Sheets

    1/29

    quantity for area

    S.N Description X-sectional Length Average depth

    1 X-sectionalArea at P-P 44 4.15

    2 X-sectionalArea at Q-Q 42 4.644

    3 X-sectionalArea at R-R 42 4.78

    4 X-sectionalArea at S-S 45 4.861

    5 X-sectionalArea at T-T 45 4.1636 X-sectionalArea at U-U 44.1 3.936

    7 X-sectionalArea at V-V 43 2.671

    8 X-sectionalArea at W-W 40 1.99

    9 X-sectionalArea at X-X 33 2

    10 X-sectionalArea at Y-Y 33 1.57

    11 X-sectionalArea at Z-Z 28.5 1.15

    12 X-sectionalArea at A'-A' 24.15 -0.388

    13 X-sectionalArea at B'-B' 18.26 0.02

    Cutting quantity for road

    S.N Description Area Average Area

    1 X-section at p0 13.708

    2 X-section at p1 27.538 20.623

    3 X-section at p2 26.452 26.995

    4 X-section at p3 32.096 29.274

    5 X-section at p4 37.07 34.5836 X-section at p5 34.021 35.5455

    7 X-section at p6 29.216 31.6185

    8 X-section at p7 29.515 29.3655

    9 X-section at p8 11.479 20.497

    10 X-section at p9 9.72 10.5995

    11 X-section at p10 7.796 8.758

    12 X-section at p11 7.381 7.5885

    13 X-section at p12 11.097 9.239

    14 X-section at p13 15.807 13.452

    15 X-section at p14 51.234 33.5205

    16 X-section at p15 34.396 42.815

    17 X-section at p16 34.943 34.6695

    18 X-section at p17 23.676 29.3095

    19 X-section at p18 37.54 30.608

    20 X-section at p19 13.067 25.3035

    21 X-section at p20 8.054 10.5605

    22 X-section at p21 0.511 4.2825

    23 X-section at p22 0 0.2555

    24 X-section at p23 0 0

  • 7/29/2019 Quantity Estimate Sheets

    2/29

    25 X-section at p24 0 0

    26 X-section at p25 0 0

    27 X-section at p26 0 0

    28 X-section at p27 13.358 6.679

    29 X-section at p28 0 6.679

    30 X-section at p29 0.339 0.1695

    31 X-section at p30 4.816 2.577532 X-section at p31 19.551 12.1835

    33 X-section at p32 19.585 19.568

    34 X-section at p33 27.472 23.5285

    35 X-section at p34 21.094 24.283

    36 X-section at p35 21.199 21.1465

    37 X-section at p36 23.207 22.203

    38 X-section at p37 17.388 20.2975

    39 X-section at p38 16.72 17.054

    40 X-section at p39 12.906 14.813

    41 X-section at p40 5.377 9.1415

    42 X-section at p41 1.661 3.519

    43 X-section at p42 1.948 1.8045

    44 X-section at p43 0.294 1.121

    45 X-section at p44 3.368 1.831

    46 X-section at p45 5.111 4.2395

    47 X-section at p46 5.959 5.535

    48 X-section at p47 9.734 7.8465

    49 X-section at p48 16.404 13.069

    50 X-section at p49 18.806 17.605

    51 X-section at p50 20.954 19.88

    52 X-section at p51 16.642 18.798

    filling quantity for road

    S.N Description Area Average Area

    1 X-section at p0 0

    2 X-section at p1 0 0

    3 X-section at p2 0 0

    4 X-section at p3 0 0

    5 X-section at p4 0 0

    6 X-section at p5 0 0

    7 X-section at p6 0 0

    8 X-section at p7 0 0

    9 X-section at p8 0 0

    10 X-section at p9 1.007 0.5035

    11 X-section at p10 1.404 1.2055

    12 X-section at p11 2.399 1.9015

    13 X-section at p12 0.109 1.254

  • 7/29/2019 Quantity Estimate Sheets

    3/29

    14 X-section at p13 0 0.0545

    15 X-section at p14 0 0

    16 X-section at p15 0 0

    17 X-section at p16 0 0

    18 X-section at p17 0 0

    19 X-section at p18 0 0

    20 X-section at p19 0 021 X-section at p20 0 0

    22 X-section at p21 5.698 2.849

    23 X-section at p22 8.596 7.147

    24 X-section at p23 8.629 8.6125

    25 X-section at p24 18.891 13.76

    26 X-section at p25 27.755 23.323

    27 X-section at p26 29.969 28.862

    28 X-section at p27 13.723 21.846

    29 X-section at p28 19.76 16.7415

    30 X-section at p29 5.803 12.7815

    31 X-section at p30 0.415 3.109

    32 X-section at p31 0 0.2075

    33 X-section at p32 0 0

    34 X-section at p33 0 0

    35 X-section at p34 0 0

    36 X-section at p35 0 0

    37 X-section at p36 0 0

    38 X-section at p37 0.11 0.055

    39 X-section at p38 0.07 0.09

    40 X-section at p39 1.168 0.619

    41 X-section at p40 4.728 2.94842 X-section at p41 5.799 5.2635

    43 X-section at p42 11.721 8.76

    44 X-section at p43 14.196 12.9585

    45 X-section at p44 6.192 10.194

    46 X-section at p45 5.431 5.8115

    47 X-section at p46 5.142 5.2865

    48 X-section at p47 2.161 3.6515

    49 X-section at p48 1.587 1.874

    50 X-section at p49 0.702 1.1445

    51 X-section at p50 0 0.351

    52 X-section at p51 0 0

  • 7/29/2019 Quantity Estimate Sheets

    4/29

    Without Side slope

    S.N Description Avg depth of cutting avg.depth of filling X-section length

    1 X-section at p0 1.66 6.6

    2 X-section at p1 2.29 6.6

    3 X-section at p2 2.83 6.6

    4 X-section at p3 3.3 6.6

    5 X-section at p4 3.52 6.6

    6 X-section at p5 3.36 6.6

    7 X-section at p6 3.12 6.6

    8 X-section at p7 3 6.6

    9 X-section at p8 1.65 6.6

    10 X-section at p9 1.54 6.6

    11 X-section at p10 1.46 6.6

    12 X-section at p11 1.46 6.6

    13 X-section at p12 1.1 6.6

    14 X-section at p13 1.84 6.6

    15 X-section at p14 2.3 6.6

    16 X-section at p15 2.94 6.6

    17 X-section at p16 4.48 6.6

    18 X-section at p17 3.77 6.6

    19 X-section at p18 4.11 6.6

    20 X-section at p19 4.12 6.621 X-section at p20 2.12 6.6

    22 X-section at p21 1.56 6.6

    23 X-section at p22 0.72 6.6

    24 X-section at p23 0.75 6.6

    25 X-section at p24 0.49 6.6

    26 X-section at p25 1.43 6.6

    27 X-section at p26 2.3 6.6

    28 X-section at p27 2.49 6.6

    29 X-section at p28 0.04 6.6

    30 X-section at p29 1.46 6.6

    31 X-section at p30 0.96 6.6

    32 X-section at p31 1.05 6.6

    33 X-section at p32 2.38 6.6

    34 X-section at p33 3.9 6.6

    35 X-section at p34 2.92 6.6

    36 X-section at p35 2.54 6.6

    37 X-section at p36 2.35 6.6

    38 X-section at p37 2.84 6.6

    39 X-section at p38 1.97 6.6

  • 7/29/2019 Quantity Estimate Sheets

    5/29

    40 X-section at p39 0.63 6.6

    41 X-section at p40 1.78 6.6

    42 X-section at p41 0.84 6.6

    43 X-section at p42 0.2 6.6

    44 X-section at p43 0.7 6.6

    45 X-section at p44 1.25 6.6

    46 X-section at p45 0.21 6.647 X-section at p46 0.06 6.6

    48 X-section at p47 0.13 6.6

    49 X-section at p48 0.87 6.6

    50 X-section at p49 1.4 6.6

    51 X-section at p50 1.83 6.6

    52 X-section at p51 2.5 6.6

    3.26 6.6

  • 7/29/2019 Quantity Estimate Sheets

    6/29

    Sectional Area Mean Area

    182.6 91.3

    195.048 188.824

    200.76 197.904

    218.745 209.7525

    187.335 203.04173.5776 180.4563

    114.853 144.2153

    79.6 97.2265

    66 72.8

    51.81 58.905

    32.775 42.2925

    -9.3702 11.7024

    0.3652 -4.5025

    Distance in between X-sectio Volume

    0

    5 103.115

    5 134.975

    5 146.37

    5 172.9155 177.7275

    5 158.0925

    5 146.8275

    5 102.485

    5 52.9975

    5 43.79

    5 37.9425

    5 46.195

    5 67.26

    5 167.6025

    5 214.075

    5 173.3475

    5 146.5475

    5 153.04

    5 126.5175

    5 52.8025

    5 21.4125

    5 1.2775

    5 0

  • 7/29/2019 Quantity Estimate Sheets

    7/29

    5 0

    5 0

    5 0

    5 33.395

    5 33.395

    5 0.8475

    5 12.88755 60.9175

    5 97.84

    5 117.6425

    5 121.415

    5 105.7325

    5 111.015

    5 101.4875

    5 85.27

    5 74.065

    5 45.7075

    5 17.595

    5 9.0225

    5 5.605

    5 9.155

    5 21.1975

    5 27.675

    5 39.2325

    5 65.345

    5 88.025

    5 99.4

    5 93.993925.175

    Distance in between X-sectio Volume

    0

    5 0

    5 0

    5 0

    5 0

    5 0

    5 0

    5 0

    5 0

    5 2.5175

    5 6.0275

    5 9.5075

    5 6.27

  • 7/29/2019 Quantity Estimate Sheets

    8/29

    5 0.2725

    5 0

    5 0

    5 0

    5 0

    5 0

    5 05 0

    5 14.245

    5 35.735

    5 43.0625

    5 68.8

    5 116.615

    5 144.31

    5 109.23

    5 83.7075

    5 63.9075

    5 15.545

    5 1.0375

    5 0

    5 0

    5 0

    5 0

    5 0

    5 0.275

    5 0.45

    5 3.095

    5 14.745 26.3175

    5 43.8

    5 64.7925

    5 50.97

    5 29.0575

    5 26.4325

    5 18.2575

    5 9.37

    5 5.7225

    5 1.755

    5 0

  • 7/29/2019 Quantity Estimate Sheets

    9/29

    cutting area filling area avg cutting area

    10.956 0 5.47

    15.114 0 13.035

    18.678 0 16.896

    21.78 0 20.229

    23.232 0 22.506

    22.176 0 22.704

    20.592 0 21.384

    19.8 0 20.196

    10.89 0 15.345

    10.164 0 10.527

    9.636 0 9.9

    9.636 0 9.636

    7.26 0 8.448

    12.144 0 9.702

    15.18 0 13.662

    19.404 0 17.292

    29.568 0 24.486

    24.882 0 27.225

    27.126 0 26.004

    27.192 0 27.15913.992 0 20.592

    10.296 0 12.144

    4.752 0 7.524

    0 4.95 2.376

    0 3.234 0

    9.438 0 4.719

    0 15.18 4.719

    0 16.434 0

    0.264 0 0.132

    0 9.636 0.132

    6.336 0 3.168

    6.93 0 6.633

    15.708 0 11.319

    25.74 0 20.724

    19.272 0 22.506

    16.764 0 18.018

    15.51 0 16.137

    18.744 0 17.127

    13.002 0 15.873

  • 7/29/2019 Quantity Estimate Sheets

    10/29

    4.158 0 8.58

    11.748 0 7.953

    5.544 0 8.646

    0 1.32 2.772

    0 4.62 0

    0 8.25 0

    1.386 0 0.6930.396 0 0.891

    0.858 0 0.627

    5.742 0 3.3

    9.24 0 7.491

    12.078 0 10.659

    16.5 0 14.289

    21.516 0 19.008

  • 7/29/2019 Quantity Estimate Sheets

    11/29

    Length in between section Quantity Remarks

    0 0

    5 944.12

    5 989.52

    6.7 1405.34175

    5 1015.25 902.2815

    5 721.0765

    5 486.1325

    5 364

    5 294.525

    5 211.4625

    5 58.512

    4 -18.01

    7374.16175

    Remarks depth of cutting(l)

    2.647

    3.123

    3.527

    4.056

    4.6553.752

    3.243

    3.712

    1.753

    2.216

    2.291

    2.532

    2.896

    3.436

    6.086

    3.975

    5.161

    2.071

    4.791

    1.327

    0.337

    1.64

    2.5

    1.447

  • 7/29/2019 Quantity Estimate Sheets

    12/29

    2.384

    2.896

    2.539

    1.293

    0.777

    0.289

    0.8090.692

    0.596

    0.51

    0.449

    0.095

    0.82

    0.14

    0.312

    0.826

    1.431

    1.827

    2.896

    2.564

    2.061

    1.957

    1.884

    1.106

    1.215

    0.572

    0.22

    0.234

    Remarks

  • 7/29/2019 Quantity Estimate Sheets

    13/29

  • 7/29/2019 Quantity Estimate Sheets

    14/29

    avg filling area in between length cutting vol filling vol

    0 5 27.35 0

    0 5 65.175 0

    0 5 84.48 0

    0 5 101.145 0

    0 5 112.53 0

    0 5 113.52 0

    0 5 106.92 0

    0 5 100.98 0

    0 5 76.725 0

    0 5 52.635 0

    0 5 49.5 0

    0 5 48.18 0

    0 5 42.24 0

    0 5 48.51 0

    0 5 68.31 0

    0 5 86.46 0

    0 5 122.43 0

    0 5 136.125 0

    0 5 130.02 0

    0 5 135.795 00 5 102.96 0

    0 5 60.72 0

    2.475 5 37.62 12.375

    4.092 5 11.88 20.46

    1.617 5 0 8.085

    7.59 5 23.595 37.95

    15.807 5 23.595 79.035

    8.217 5 0 41.085

    4.818 5 0.66 24.09

    4.818 5 0.66 24.09

    0 5 15.84 0

    0 5 33.165 0

    0 5 56.595 0

    0 5 103.62 0

    0 5 112.53 0

    0 5 90.09 0

    0 5 80.685 0

    0 5 85.635 0

    0 5 79.365 0

  • 7/29/2019 Quantity Estimate Sheets

    15/29

    0 5 42.9 0

    0 5 39.765 0

    0.66 5 43.23 3.3

    2.97 5 13.86 14.85

    6.435 5 0 32.175

    4.125 5 0 20.625

    0 5 3.465 00 5 4.455 0

    0 5 3.135 0

    0 5 16.5 0

    0 5 37.455 0

    0 5 53.295 0

    0 5 71.445 0

    0 5 95.04 0

    3052.79 318.12

  • 7/29/2019 Quantity Estimate Sheets

    16/29

    depth of cutting ch filling area

    0.489 0

    3.227 0+5

    2.038 0+10

    2.237 0+15

    2.46 0+202.975 0+25

    2.175 0+30

    1.716 0+35

    0.209 0+40

    0.873 0+45 1.007

    0.753 0+50 1.404

    0.998 0+55 2.399

    0.214 0+60 0.109

    0.512 0+65

    3.014 0+70

    1.542 0+75

    1.672 0+80

    1.958 0+85

    2.544 0+90

    1.041 0+95

    1.256 0+100

    0.665 0+105 5.698

    0.735 0+110 8.596

    0.75 0+115 8.629

  • 7/29/2019 Quantity Estimate Sheets

    17/29

    2.185 0+120 18.891

    3.005 0+125 27.755

    3.426 0+130 29.969

    3.2 0+135 13.723

    3.521 0+140 19.76

    2.029 0+145 5.803

    0.527 0+150 0.4152.794 0+155

    3.035 0+160

    4.329 0+165

    3.782 0+170

    3.92 0+175

    4.177 0+180

    3.341 0+185 0.11

    2.955 0+190 0.07

    3.018 0+195 1.168

    2.22 0+200 4.728

    1.07 0+205 5.799

    1.394 0+210 11.721

    0.495 0+215 14.196

    1.533 0+220 6.192

    1.953 0+225 5.431

    2.247 0+230 5.142

    2.72 0+235 2.161

    3.277 0+240 1.587

    3.687 0+245 0.702

    3.525 0+250

    3.048 0+255

  • 7/29/2019 Quantity Estimate Sheets

    18/29

    JV.SHREMUSMA-GAURI PARBATI SAWAN ELECTRICALS

    Baneshwor-10 Kathmandu ,Nepal

    Earth work Quantity analysis of road at substation site,Bastu Gulmi

    S

    . N

    D e scri p t io

    n

    A v g d e p t h

    o fcu t tin

    a v g .d e p t h

    o ffil li

    n g

    X -se cti o n le n g

    t h

    cu tt in

    g a r

    e a

    fi lli n g a r

    e a

    a v g cu tt in

    g a r

    e a

    a v g f illi n

    g a r

    e a

    in b e tw e e n l e n g

    th

    cu tt in

    g v

    o l

    fi lli n g v

    o l

    1 X-section at p0 1.66 6.6 10.956 0 5.47 0 5 27.35 0

    2 X-section at p1 2.29 6.6 15.114 0 13.035 0 5 65.175 0

    3 X-section at p2 2.83 6.6 18.678 0 16.896 0 5 84.48 0

    4 X-section at p3 3.3 6.6 21.78 0 20.229 0 5 101.145 0

    5 X-section at p4 3.52 6.6 23.232 0 22.506 0 5 112.53 0

    6 X-section at p5 3.36 6.6 22.176 0 22.704 0 5 113.52 0

    7 X-section at p6 3.12 6.6 20.592 0 21.384 0 5 106.92 0

    8 X-section at p7 3 6.6 19.8 0 20.196 0 5 100.98 0

    9 X-section at p8 1.65 6.6 10.89 0 15.345 0 5 76.725 0

    10 X-section at p9 1.54 6.6 10.164 0 10.527 0 5 52.635 0

    11 X-section at p10 1.46 6.6 9.636 0 9.9 0 5 49.5 0

    12 X-section at p11 1.46 6.6 9.636 0 9.636 0 5 48.18 0

    13 X-section at p12 1.1 6.6 7.26 0 8.448 0 5 42.24 0

    14 X-section at p13 1.84 6.6 12.144 0 9.702 0 5 48.51 0

    15 X-section at p14 2.3 6.6 15.18 0 13.662 0 5 68.31 0

    16 X-section at p15 2.94 6.6 19.404 0 17.292 0 5 86.46 0

    17 X-section at p16 4.48 6.6 29.568 0 24.486 0 5 122.43 0

    18 X-section at p17 3.77 6.6 24.882 0 27.225 0 5 136.125 0

    19 X-section at p18 4.11 6.6 27.126 0 26.004 0 5 130.02 0

    20 X-section at p19 4.12 6.6 27.192 0 27.159 0 5 135.795 0

    21 X-section at p20 2.12 6.6 13.992 0 20.592 0 5 102.96 0

    22 X-section at p21 1.56 6.6 10.296 0 12.144 0 5 60.72 0

    23 X-section at p22 0.72 6.6 4.752 0 7.524 2.475 5 37.62 12.375

    24 X-section at p23 0.75 6.6 0 4.95 2.376 4.092 5 11.88 20.46

    25 X-section at p24 0.49 6.6 0 3.234 0 1.617 5 0 8.085

    26 X-section at p25 1.43 6.6 9.438 0 4.719 7.59 5 23.595 37.95

    27 X-section at p26 2.3 6.6 0 15.18 4.719 15.807 5 23.595 79.035

    28 X-section at p27 2.49 6.6 0 16.434 0 8.217 5 0 41.085

    29 X-section at p28 0.04 6.6 0.264 0 0.132 4.818 5 0.66 24.09

    30 X-section at p29 1.46 6.6 0 9.636 0.132 4.818 5 0.66 24.09

    31 X-section at p30 0.96 6.6 6.336 0 3.168 0 5 15.84 0

    32 X-section at p31 1.05 6.6 6.93 0 6.633 0 5 33.165 0

    33 X-section at p32 2.38 6.6 15.708 0 11.319 0 5 56.595 0

    34 X-section at p33 3.9 6.6 25.74 0 20.724 0 5 103.62 0

    35 X-section at p34 2.92 6.6 19.272 0 22.506 0 5 112.53 0

    36 X-section at p35 2.54 6.6 16.764 0 18.018 0 5 90.09 0

    37 X-section at p36 2.35 6.6 15.51 0 16.137 0 5 80.685 0

    38 X-section at p37 2.84 6.6 18.744 0 17.127 0 5 85.635 0

    39 X-section at p38 1.97 6.6 13.002 0 15.873 0 5 79.365 0

    40 X-section at p39 0.63 6.6 4.158 0 8.58 0 5 42.9 0

    41 X-section at p40 1.78 6.6 11.748 0 7.953 0 5 39.765 0

    42 X-section at p41 0.84 6.6 5.544 0 8.646 0.66 5 43.23 3.3

    43 X-section at p42 0.2 6.6 0 1.32 2.772 2.97 5 13.86 14.85

    44 X-section at p43 0.7 6.6 0 4.62 0 6.435 5 0 32.175

    18

  • 7/29/2019 Quantity Estimate Sheets

    19/29

    JV.SHREMUSMA-GAURI PARBATI SAWAN ELECTRICALS

    Baneshwor-10 Kathmandu ,Nepal

    Earthwork Quantity analysis of road at substation site,Bastu Gulmi

    S .

    N

    D e scri p t io

    n

    A v g d e p t h

    o fcu tt

    in

    a v g .d e p th o ffil lin

    g

    X -se cti o n le n g th

    cu t tin

    g a re

    a

    fi lli n g a re

    a

    a v g cu t ti n

    g a re

    a

    a v g f ill in

    g a re

    a

    in b e t w

    e e n le n g th

    cu t ti n

    g v o l

    f illi n g v o l

    45 X-section at p44 1.25 6.6 0 8.25 0 4.125 5 0 20.625

    46 X-section at p45 0.21 6.6 1.386 0 0.693 0 5 3.465 0

    47 X-section at p46 0.06 6.6 0.396 0 0.891 0 5 4.455 0

    48 X-section at p47 0.13 6.6 0.858 0 0.627 0 5 3.135 0

    49 X-section at p48 0.87 6.6 5.742 0 3.3 0 5 16.5 0

    50 X-section at p49 1.4 6.6 9.24 0 7.491 0 5 37.455 0

    51 X-section at p50 1.83 6.6 12.078 0 10.659 0 5 53.295 0

    52 X-section at p51 2.5 6.6 16.5 0 14.289 0 5 71.445 0

    53 X-section at p52 3.26 6.6 21.516 0 19.008 0 5 95.04 0

    3052.79 318.12

    19

  • 7/29/2019 Quantity Estimate Sheets

    20/29

    S.N Description Area Average Area Distance in between X-section cutting Volume

    1 X-section at p0 13.708 6.854 0 0

    2 X-section at p1 27.538 20.623 5 103.1153 X-section at p2 26.452 26.995 5 134.975

    4 X-section at p3 32.096 29.274 5 146.37

    5 X-section at p4 37.07 34.583 5 172.915

    6 X-section at p5 34.021 35.5455 5 177.7275

    7 X-section at p6 29.216 31.6185 5 158.0925

    8 X-section at p7 29.515 29.3655 5 146.8275

    9 X-section at p8 11.479 20.497 5 102.485

    10 X-section at p9 9.72 10.5995 5 52.9975

    11 X-section at p10 7.796 8.758 5 43.79

    12 X-section at p11 7.381 7.5885 5 37.9425

    13 X-section at p12 11.097 9.239 5 46.195

    14 X-section at p13 15.807 13.452 5 67.26

    15 X-section at p14 51.234 33.5205 5 167.6025

    16 X-section at p15 34.396 42.815 5 214.075

    17 X-section at p16 34.943 34.6695 5 173.3475

    18 X-section at p17 23.676 29.3095 5 146.5475

    19 X-section at p18 37.54 30.608 5 153.04

    20 X-section at p19 13.067 25.3035 5 126.5175

    21 X-section at p20 8.054 10.5605 5 52.8025

    22 X-section at p21 0.511 4.2825 5 21.4125

    23 X-section at p22 0 0.2555 5 1.277524 X-section at p23 0 0 5 0

    25 X-section at p24 0 0 5 0

    26 X-section at p25 0 0 5 0

    27 X-section at p26 0 0 5 0

    28 X-section at p27 13.358 6.679 5 33.395

    29 X-section at p28 0 6.679 5 33.395

    30 X-section at p29 0.339 0.1695 5 0.8475

    31 X-section at p30 4.816 2.5775 5 12.8875

    32 X-section at p31 19.551 12.1835 5 60.9175

    33 X-section at p32 19.585 19.568 5 97.84

    34 X-section at p33 27.472 23.5285 5 117.6425

    35 X-section at p34 21.094 24.283 5 121.415

    36 X-section at p35 21.199 21.1465 5 105.7325

    37 X-section at p36 23.207 22.203 5 111.015

    38 X-section at p37 17.388 20.2975 5 101.4875

    39 X-section at p38 16.72 17.054 5 85.27

    40 X-section at p39 12.906 14.813 5 74.065

    41 X-section at p40 5.377 9.1415 5 45.7075

    42 X-section at p41 1.661 3.519 5 17.595

    JV.SHREMUSMA-GAURI PARBATI SAWAN ELECTRICALS

    Baneshwor-10 Kathmandu ,Nepal

    Earth work Quantity analysis of road at substation site,Bastu Gulmi

    Side slope 1:1 and Gradient 10%

    20

  • 7/29/2019 Quantity Estimate Sheets

    21/29

    S.N Description Area Average Area Distance in between X-section cutting Volume

    43 X-section at p42 1.948 1.8045 5 9.0225

    44 X-section at p43 0.294 1.121 5 5.60545 X-section at p44 3.368 1.831 5 9.155

    46 X-section at p45 5.111 4.2395 5 21.1975

    47 X-section at p46 5.959 5.535 5 27.675

    48 X-section at p47 9.734 7.8465 5 39.2325

    49 X-section at p48 16.404 13.069 5 65.345

    50 X-section at p49 18.806 17.605 5 88.025

    51 X-section at p50 20.954 19.88 5 99.4

    52 X-section at p51 16.642 18.798 5 93.99

    3925.175

    Baneshwor-10 Kathmandu ,Nepal

    JV.SHREMUSMA-GAURI PARBATI SAWAN ELECTRICALS

    Earth work Quantity analysis of road at substation site,Bastu Gulmi

    Side slope 1:1 and Gradient 10%

    21

  • 7/29/2019 Quantity Estimate Sheets

    22/29

    S.N Description Area Average Area Distance in between X-section Filling Volume1 X-section at p0 0 0 0 0

    2 X-section at p1 0 0 5 0

    3 X-section at p2 0 0 5 0

    4 X-section at p3 0 0 5 0

    5 X-section at p4 0 0 5 0

    6 X-section at p5 0 0 5 0

    7 X-section at p6 0 0 5 0

    8 X-section at p7 0 0 5 0

    9 X-section at p8 0 0 5 0

    10 X-section at p9 1.007 0.5035 5 2.5175

    11 X-section at p10 1.404 1.2055 5 6.0275

    12 X-section at p11 2.399 1.9015 5 9.5075

    13 X-section at p12 0.109 1.254 5 6.27

    14 X-section at p13 0 0.0545 5 0.2725

    15 X-section at p14 0 0 5 0

    16 X-section at p15 0 0 5 0

    17 X-section at p16 0 0 5 0

    18 X-section at p17 0 0 5 0

    19 X-section at p18 0 0 5 0

    20 X-section at p19 0 0 5 0

    21 X-section at p20 0 0 5 022 X-section at p21 5.698 2.849 5 14.245

    23 X-section at p22 8.596 7.147 5 35.735

    24 X-section at p23 8.629 8.6125 5 43.0625

    25 X-section at p24 18.891 13.76 5 68.8

    26 X-section at p25 27.755 23.323 5 116.615

    27 X-section at p26 29.969 28.862 5 144.31

    28 X-section at p27 13.723 21.846 5 109.23

    29 X-section at p28 19.76 16.7415 5 83.7075

    30 X-section at p29 5.803 12.7815 5 63.9075

    31 X-section at p30 0.415 3.109 5 15.545

    32 X-section at p31 0 0.2075 5 1.0375

    33 X-section at p32 0 0 5 0

    34 X-section at p33 0 0 5 0

    35 X-section at p34 0 0 5 0

    36 X-section at p35 0 0 5 0

    37 X-section at p36 0 0 5 0

    38 X-section at p37 0.11 0.055 5 0.275

    39 X-section at p38 0.07 0.09 5 0.45

    40 X-section at p39 1.168 0.619 5 3.095

    JV.SHREMUSMA-GAURI PARBATI SAWAN ELECTRICALS

    Baneshwor-10 Kathmandu ,Nepal

    Earth work Quantity analysis of road at substation site,Bastu Gulmi

    Side slope 1:1 and Gradient 10%

    22

  • 7/29/2019 Quantity Estimate Sheets

    23/29

    S.N Description Area Average Area Distance in between X-section Filling Volume

    41 X-section at p40 4.728 2.948 5 14.74

    42 X-section at p41 5.799 5.2635 5 26.317543 X-section at p42 11.721 8.76 5 43.8

    44 X-section at p43 14.196 12.9585 5 64.7925

    45 X-section at p44 6.192 10.194 5 50.97

    46 X-section at p45 5.431 5.8115 5 29.0575

    47 X-section at p46 5.142 5.2865 5 26.4325

    48 X-section at p47 2.161 3.6515 5 18.2575

    49 X-section at p48 1.587 1.874 5 9.37

    50 X-section at p49 0.702 1.1445 5 5.7225

    51 X-section at p50 0 0.351 5 1.755

    52 X-section at p51 0 0 5 0

    1015.825

    JV.SHREMUSMA-GAURI PARBATI SAWAN ELECTRICALS

    Baneshwor-10 Kathmandu ,Nepal

    Earth work Quantity analysis of road at substation site,Bastu Gulmi

    Side slope 1:1 and Gradient 10%

    23

  • 7/29/2019 Quantity Estimate Sheets

    24/29

    24

  • 7/29/2019 Quantity Estimate Sheets

    25/29

    25

  • 7/29/2019 Quantity Estimate Sheets

    26/29

    26

  • 7/29/2019 Quantity Estimate Sheets

    27/29

    27

  • 7/29/2019 Quantity Estimate Sheets

    28/29

    S.N

    Description

    X

    -sectionalLength

    Averagedepth

    SectionalArea

    MeanArea

    volume

    Lengthin

    betweensection

    Quantity

    1 X-sectionalArea at P-P 44 4.15 4.15 182.6 91.3 0 0

    2 X-sectionalArea at Q-Q 42 4.644 4.644 195.048 188.824 5 944.12

    3 X-sectionalArea at R-R 42 4.78 4.78 200.76 197.904 5 989.52

    4 X-sectionalArea at S-S 45 4.861 4.861 218.745 209.7525 6.7 1405.34175

    5 X-sectionalArea at T-T 45 4.163 4.163 187.335 203.04 5 1015.2

    6 X-sectionalArea at U-U 44.1 3.936 3.936 173.5776 180.4563 5 902.2815

    7 X-sectionalArea at V-V 43 2.671 2.671 114.853 144.2153 5 721.0765

    8 X-sectionalArea at W-W 40 1.99 1.99 79.6 97.2265 5 486.1325

    9 X-sectionalArea at X-X 33 2 2 66 72.8 5 364

    10 X-sectionalArea at Y-Y 33 1.57 1.57 51.81 58.905 5 294.525

    11 X-sectionalArea at Z-Z 28.5 1.15 1.15 32.775 42.2925 5 211.4625

    12 X-sectionalArea at A'-A' 24.15 -0.388 -0.388 -9.3702 11.7024 5 58.512

    13 X-sectionalArea at B'-B' 18.26 0.02 0.02 0.3652 -4.5025 4 -18.01

    7374.162

    JV.SHREMUSMA-GAURI PARBATI SAWAN ELECTRICALS

    Baneshwor-10 Kathmandu ,Nepal

    Earth workQuantity analysis of proposed area at substatirth on site,Bastu Gulmi

    28

  • 7/29/2019 Quantity Estimate Sheets

    29/29