earth work qty

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  • 7/27/2019 Earth work qty

    1/21

    36+500 37+000 1,235.93 1,235.93 - 1,235.93 -

    37+000 37+500 1,289.72 1,289.80 - 1,289.80 (0.08)

    37+500 38+000 995.60 1,344.66 - 1,344.66 (349.06)

    38+000 38+500 1,076.12 1,076.18 - 1,076.18 (0.06)

    38+500 39+000 1,360.52 1,360.52 - 1,360.52 -

    5,957.89 6,307.09 - 6,307.09 (349.20)TOTAL

    Chainage CS Qty.Previous Paid

    Qty.(IPC)

    Deductions

    (Ppckets &

    Others)

    Actual

    Previous Paid

    Qty.

    Balance Qty.

    2.1.1 Clearing and grubbing

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    36+500 37+000 300.38 276.61 58.72 217.89 82.49

    37+000 37+500 291.03 141.94 5.69 136.25 154.78

    37+500 38+000 280.34 390.22 48.30 341.92 (61.58)

    38+000 38+500 264.89 273.14 10.82 262.32 2.57

    38+500 39+000 280.31 280.31 - 280.31 -

    1,416.95 1,362.22 123.53 1,238.69 178.26TOTAL

    Deductions

    (Ppckets &

    Others)

    Actual

    Previous Paid

    Qty.

    Balance Qty.Chainage CS Qty.Previous Paid

    Qty.(IPC)

    3.1.4 Roadway excavation, unsuitable soil

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    36+500 37+000 - - - - -

    37+000 37+500 - - - - -

    37+500 38+000 - - - - -

    38+000 38+500 - - - - -

    38+500 39+000 - - - - -

    - - - - -TOTAL

    Deductions

    (Ppckets &

    Others)

    Actual

    Previous Paid

    Qty.

    Balance Qty.Chainage CS Qty.Previous Paid

    Qty.(IPC)

    3.1.5 Roadway excavation, sub grade replacement

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    36+500 37+000 1,597.93 853.75 - 853.75 744.18

    37+000 37+500 1,732.46 835.82 - 835.82 896.64

    37+500 38+000 1,187.57 1,227.05 - 1,227.05 (39.48)

    38+000 38+500 1,137.23 916.74 - 916.74 220.49

    38+500 39+000 1,190.58 1,190.58 - 1,190.58 -

    6,845.77 5,023.94 - 5,023.94 1,821.83TOTAL

    Chainage CS Qty.Previous Paid

    Qty.(IPC)

    Deductions

    (Ppckets &

    Others)

    Actual

    Previous Paid

    Qty.

    Balance Qty.

    3.1.7 Prepare sub grade in cut areas

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    36+500 37,000.00 1,219.89 1,322.89 - 1,322.89 (103.00)

    37+000 37,500.00 1,334.96 1,248.82 - 1,248.82 86.14

    37+500 38,000.00 976.88 960.02 - 960.02 16.86

    38+000 38,500.00 1,064.17 1,064.17 - 1,064.17 -

    38+500 39,000.00 1,327.36 1,327.36 - 1,327.36 -

    5,923.26 5,923.26 - 5,923.26 (0.00)TOTAL

    Deductions

    (Ppckets &

    Others)

    Actual

    Previous Paid

    Qty.

    Balance Qty.Previous Paid

    Qty.(IPC)Chainage CS Qty.

    3.3.12 Trim, level and compact roadbed

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    36+500 37+000 962.57 866.96 58.72 808.24 154.33

    37+000 37+500 913.58 969.75 5.69 964.06 (50.48)

    37+500 38+000 580.62 402.54 48.30 354.24 226.38

    38+000 38+500 803.89 577.69 10.82 566.87 237.02

    38+500 39+000 663.67 599.96 - 599.96 63.71

    3,924.33 3,416.90 123.53 3,293.37 630.96TOTAL

    Chainage CS Qty.Previous Paid

    Qty.(IPC)

    Deductions

    (Ppckets &

    Others)

    Actual

    Previous Paid

    Qty.

    Balance Qty.

    3.3.13 Embankment construction, Type 1

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    36+500 37+000 82.18 39.88 - 39.88 42.30

    37+000 37+500 176.18 116.13 - 116.13 60.05

    37+500 38+000 16.52 - - - 16.52

    38+000 38+500 68.68 68.72 - 68.72 (0.04)

    38+500 39+000 53.65 47.08 - 47.08 6.57

    397.21 271.81 - 271.81 125.40TOTAL

    Deductions

    (Ppckets &

    Others)

    Actual

    Previous Paid

    Qty.

    Balance Qty.Previous Paid

    Qty.(IPC)Chainage CS Qty.

    3.3.14 Embankment construction, Type 2

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    36+500 37+000 929.69 928.68 1.01

    37+000 37+500 993.88 989.76 4.12

    37+500 38+000 929.13 - 929.13

    38+000 38+500 944.63 - 944.63

    38+500 39+000 857.96 - 857.96

    4,655.29 1,918.44 2,736.85TOTAL

    Chainage CS Qty.Previous Paid

    Qty.Balance Qty.

    4.1.1 Sub base as compacted in position

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    36+500 37+000 648.00 - 648.00

    37+000 37+500 648.00 - 648.00

    37+500 38+000 648.00 - 648.00

    38+000 38+500 648.00 - 648.00

    38+500 39+000 648.00 - 648.00

    3,240.00 - 3,240.00TOTAL

    Chainage CS Qty.Previous Paid

    Qty.Balance Qty.

    4.1.4 Dense graded aggregate base

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    36+500 37+000 127.92 - 127.92

    37+000 37+500 2.56 - 2.56

    37+500 38+000 - - -

    38+000 38+500 - - -

    38+500 39+000 - - -

    130.48 - 130.48TOTAL

    CS Qty.Previous Paid

    Qty.Balance Qty.Chainage

    4.3.6 Earthen shoulder as compacted in position

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    36+500 37+000 3,950.00 - 3,950.00

    37+000 37+500 3,950.00 - 3,950.00

    37+500 38+000 3,950.00 - 3,950.00

    38+000 38+500 3,950.00 - 3,950.00

    38+500 39+000 3,950.00 - 3,950.00

    19,750.00 - 19,750.00TOTAL

    Balance Qty.Chainage CS Qty.Previous Paid

    Qty.

    4.4.13 Bituminous Prime Coat

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    36+500 37+000 3,950.00 - 3,950.00

    37+000 37+500 3,950.00 - 3,950.00

    37+500 38+000 3,950.00 - 3,950.00

    38+000 38+500 3,950.00 - 3,950.00

    38+500 39+000 3,950.00 - 3,950.00

    19,750.00 - 19,750.00TOTAL

    Chainage CS Qty.Previous Paid

    Qty.Balance Qty.

    4.4.15 Bituminous Tack Coat

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    36+500 37+000 3,950.00 - 3,950.00

    37+000 37+500 3,950.00 - 3,950.00

    37+500 38+000 3,950.00 - 3,950.00

    38+000 38+500 3,950.00 - 3,950.00

    38+500 39+000 3,950.00 - 3,950.00

    19,750.00 - 19,750.00TOTAL

    CS Qty.Previous Paid

    Qty.Balance Qty.Chainage

    4.5.21 Asphalt concrete

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    36+500 37+000 1,235.93 1,235.93 - 36+500 37+000 1,219.89 1,322

    37+000 37+500 1,289.72 1,289.80 (0.08) 37+000 37+500 1,334.96 1,248

    37+500 38+000 995.60 1,344.66 (349.06) 37+500 38+000 976.88 960

    38+000 38+500 1,076.12 1,076.18 (0.06) 38+000 38+500 1,064.17 1,064

    38+500 39+000 1,360.52 1,360.52 - 38+500 39+000 1,327.36 1,327

    5,957.89 6,307.09 (349.20) 5,923.26 5,923

    36+500 37+000 300.38 217.89 82.49 36+500 37+000 962.57 808

    37+000 37+500 291.03 136.25 154.78 37+000 37+500 913.58 964

    37+500 38+000 280.34 341.92 (61.58) 37+500 38+000 580.62 354

    38+000 38+500 264.89 262.32 2.57 38+000 38+500 803.89 566

    38+500 39+000 280.31 280.31 - 38+500 39+000 663.67 599

    1,416.95 1,238.69 178.26 3,924.33 3,293

    36+500 37+000 1,597.93 853.75 744.18 36+500 37+000 82.18 39

    37+000 37+500 1,732.46 835.82 896.64 37+000 37+500 176.18 116

    37+500 38+000 1,187.57 1,227.05 (39.48) 37+500 38+000 16.52

    38+000 38+500 1,137.23 916.74 220.49 38+000 38+500 68.68 68

    38+500 39+0001,190.58 1,190.58 -

    38+500 39+00053.65 47

    6,845.77 5,023.94 1,821.83 397.21 271

    3.3.13 Embankment construction, Type

    Chainage CS Qty.

    Actual

    Previous Pa

    Qty.

    TOTAL

    TOTAL

    3.3.12 Trim, level and compact roadbe

    Chainage CS Qty.

    Actual

    Previous Pa

    Qty.

    TOTAL

    3.3.13 Embankment construction, Type

    Chainage CS Qty.

    Actual

    Previous Pa

    Qty.

    TOTAL

    3.1.7 Prepare sub grade in cut areas

    Chainage CS Qty.

    TOTAL

    Actual

    Previous Paid

    Qty.

    Balance Qty.

    TOTAL

    3.1.4 Roadway excavation, unsuitable soil

    Chainage CS Qty.

    Actual

    Previous Paid

    Qty.

    Balance Qty.

    2.1.1 Clearing and grubbing

    Chainage CS Qty.

    Actual

    Previous Paid

    Qty.

    Balance Qty.

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    36+500 37+000 929.69 928.68 1.01

    37+000 37+500 993.88 989.76 4.12

    37+500 38+000 929.13 - 929.13

    38+000 38+500 944.63 - 944.63

    38+500 39+000 857.96 - 857.96

    4,655.29 1,918.44 2,736.85TOTAL

    4.1.1 Sub base as compacted in position

    Chainage CS Qty.

    Actual

    Previous Paid

    Qty.

    Balance Qty.

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    (103.00)

    86.14

    16.86

    -

    -

    (0.00)

    154.33

    (50.48)

    226.38

    237.02

    63.71

    630.96

    42.30

    60.05

    16.52

    (0.04)

    6.57

    125.40

    Balance Qty.

    Balance Qty.

    Balance Qty.

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    m lhs rhs lhs rhs lhs

    a b c (b1+b2)/2 (c1+c2)/2 f=axd

    30 500 0 0 0 1.98 1.98 -

    30 520 20 3.95 3.95 3.95 3.95 79.00

    30 540 20 3.95 3.95 3.95 3.95 79.00

    30 560 20 3.95 3.95 3.95 3.95 79.00

    30 580 20 3.95 3.95 3.95 3.95 79.00

    30 600 20 3.95 3.95 3.95 3.95 79.00

    30 620 20 3.95 3.95 3.95 3.95 79.00

    30 640 20 3.95 3.95 3.95 3.95 79.00

    30 660 20 3.95 3.95 3.95 3.95 79.00

    30 680 20 3.95 3.95 3.95 3.95 79.00

    30 700 20 3.95 3.95 3.95 3.95 79.00

    30 720 20 3.95 3.95 3.95 3.95 79.00

    30 740 20 3.95 3.95 3.95 3.95 79.00

    30 760 20 3.95 3.95 3.95 3.95 79.00

    30 780 20 3.95 3.95 3.95 3.95 79.00

    30 800 20 3.95 3.95 3.95 3.95 79.00

    30 820 20 3.95 3.95 3.95 3.95 79.00

    30 840 20 3.95 3.95 3.95 3.95 79.00

    30 860 20 3.95 3.95 3.95 3.95 79.00

    30 880 20 3.95 3.95 3.95 3.95 79.00

    30 900 20 3.95 3.95 3.95 3.95 79.00

    30 920 20 3.95 3.95 3.95 3.95 79.00

    30 940 20 3.95 3.95 3.95 3.95 79.00

    30 960 20 3.95 3.95 3.95 3.95 79.00

    30 980 20 3.95 3.95 3.95 3.95 79.00

    31 0 20 3.95 3.95 1.98 1.98 39.50

    avg.area

    as p

    ar

    Total Qty

    Previous Paid Qty

    length

    Chainage

    as per cs

    area

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    Balance Qty

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    rhs lhs rhs

    g=axe f=axd g=axe

    - - - 50% - 1

    79.00 79.00 79.00 50% 79.00 2

    79.00 79.00 79.00 50% 79.00 3

    79.00 79.00 79.00 50% 79.00 4

    79.00 79.00 79.00 50% 79.00 5

    79.00 79.00 79.00 50% 79.00 6

    79.00 79.00 79.00 50% 79.00 7

    79.00 79.00 79.00 50% 79.00 8

    79.00 79.00 79.00 50% 79.009

    79.00 79.00 79.00 50% 79.00 10

    79.00 79.00 79.00 50% 79.00 11

    79.00 79.00 79.00 50% 79.00

    79.00 79.00 79.00 50% 79.00

    79.00 79.00 79.00 50% 79.00

    79.00 79.00 79.00 50% 79.00

    79.00 79.00 79.00 50% 79.00

    79.00 79.00 79.00 50% 79.00

    79.00 79.00 79.00 50% 79.00

    79.00 79.00 79.00 50% 79.00

    79.00 79.00 79.00 50% 79.00

    79.00 79.00 79.00 50% 79.00

    79.00 79.00 79.00 50% 79.00

    79.00 79.00 79.00 50% 79.00

    79.00 79.00 79.00 50% 79.00

    79.00 79.00 79.00 50% 79.00

    39.50 39.50 39.50 50% 39.50

    r c/s

    1,935.50

    3,000.00

    aRemarks

    up to this month

    area

    m

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    (1,064.50)