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7/28/2019 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