Gps Pillar

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    Details of Estimate

    Name of work: Construction of GPS Pillar at

    Sl. No. Details of measurements Nos L B H Q Unit Explanation

    1 Earth work in excavation in foundation trenches

    or drains including dressing of sides and

    ramming of bottoms lift upto 1.5 metres

    including getting out the excavated soil and

    disposal of surplus excavated soil as directed

    within a lead of 50 metres

    a. Hard/Dense Soil. 1 2.5 2.5 1.7 10.63 cum 1.11 @ page- 54

    2 Providing and laying cement concrete in

    foundation and plinth excluding the cost of

    centering and shuttering

    a. 1:4:8 (1 cement : 4 coarse sand : 8 graded

    stone aggregate 40 mm nominal size) 1 2.5 2.5 0.1 0.63 cum 2.1.7 @ page-61

    3 Reinforced cement concrete work in foundation

    footings, bases of columns etc. and mass

    concrete, excluding cost of centering, shuttering

    and reinforcement,

    a. 1 :2 : 4 (1 cement: 2 coarse sand : 4 graded

    stone aggregate 20 mm nominal size).

    i. base of foundation- 1 1 2. 2 0.3 1.88

    ii. base of foundation- 2 1 1.3 1.3 0.3 0.97 3.1.3 @ page - 67iii. Columns, pillars, posts and struts (square,

    rectangular or polygon in plan) 1 0.7 0.7 0.925 1.33

    4.18 cum

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    a. 16 mm @ 1.579 kg/m 4 5.25 1 1.579 33.16

    b. 20 mm @ 2.467 kg/m 4 5.25 1 2.467 51.81

    99.90 kg

    2nd class (local first class) brick work infoundation and plinth in cement mortar 1:3 (1

    cement: 3 fine sand)cum 5.1 @ page - 78

    a. 1 1.75 1.75 0.3 0.92

    b. 1 1.25 1.25 0.3 0.47

    1.39

    (A) CEMENT PLASTER IN FINE SAND

    12 mm cement plaster 1:3 (1 cement: 3 fine sand)

    4 0.45 2.5 1 4.50 11.1 @ page - 124

    4 1.75 0.3 1 2.104 1.25 0.3 1 1.5

    8.1 Sqm

    Finishing walls with water-proofing cement paint

    of approved quality on new work (three or more

    coats) to given shade.

    4 0.45 2.5 1 4.50 Sqm 11,62 @ page - 128

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    ABSTRACT OF COST

    Name of work: Construction of GPS Pillar at Langthabal Khouphum, Canchipur, Imphal

    Sl. No.

    Details of measurementsQuantity Unit

    Rate

    (Rs.)

    AmountREMARK

    Rs. P.

    1 Earth work in excavation in foundation

    trenches or drains including dressing

    of sides and ramming of bottoms lift

    upto 1.5 metres including getting out

    the excavated soil and disposal ofsurplus excavated soil as directed

    within a lead of 50 metres

    a. Hard/Dense Soil.

    10.63 cum 484.30 5148 11

    1.11 @ page-

    54

    2 Providing and laying cement concrete

    in foundation and plinth excluding the

    cost of centering and shuttering

    a. 1:4:8 (1 cement : 4 coarse sand : 8graded stone aggregate 40 mm

    nominal size) 0.63 cum 4554.70 2869 46

    2.1.7 @ page-

    61

    3 Reinforced cement concrete work in

    foundation footings, bases of columns

    etc. and mass concrete, excluding cost

    of centering, shuttering and

    reinforcement,

    1 :2 : 4 (1 cement: 2 coarse sand : 4

    graded stone aggregate 20 mmnominal size). 4.18 cum 6249.1 26121 24

    3.1.3 @ page -67

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    4 Reinforced cement concrete work in

    columns, pillars, piers, abutments, post

    and struts upto floor two level i/c

    plastering the exposed surface with

    cement 1:3 (1 cement:3 fine sand) of

    thickness not exceeding 6 mmthickness to give a smooth and even

    surface but excluding the cost ofcentering-shuttering & reinforcement

    a. 1:1:2 (1 cement: 1 coarse sand: 2

    graded stone aggregate 20 mm

    nominal size). 0.60 cum 10,089.10 6053 46

    3.4.3 @ page -

    68

    5 Providing form works i/c centering

    and shuttering so as to give a rough

    finish, strutting and propping etc.

    height of propping and centering

    below supporting floor to ceiling not

    exceeding 4 m and removal of the

    same for in-situ reinforced concrete

    and plain concrete work in Sqm

    Foundation, footings, bases of columnsetc. and mass concrete.

    9.6 Sqm 263.70 2531 52

    4.1.1 @ page

    74

    Columns, pillars, posts and struts

    (square, rectangular or polygon in

    plan). 5.36 Sqm 394.80 2116 13 4.1.7.1

    6 Reinforcement for RCC work i/c

    bending, binding and placing inposition complete.

    3.18 @ page -71

    a) Mild steel bars 14.93 kg 85.7 1279 50

    b) Tor-steel bars 84.97 kg 88.2 7494 35

    5.1 @ page - 78

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    7 2nd class (local first class) brick work

    in foundation and plinth in cement

    mortar 1:3 (1 cement: 3 fine sand)1.39 cum 7779.5 10813 50

    8 CEMENT PLASTER IN FINE SAND 11.1 @ page -

    12412 mm cement plaster 1:3 (1 cement: 3fine sand) 8.1 Sqm 214.7 1739 07

    11,62 @ page -

    128

    9 Finishing walls with water-proofing

    cement paint of approved quality on

    new work (three or more coats) togiven shade.

    4.5 Sqm 63.7 286 65

    Total 66166 27 Say- AAdd 5.6% L.S.T ofA 3705

    31

    Add 1% CESS ofA- 66166

    Add 4% service charge ofA- 264665

    Grand Total 7317989

    (say) 7317900

    Rupees : Seventy Three Thousands One Hundred and Seventy Nine only