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SIZE OF TANK 5.00X4.00X2.00 Capacity of Tank 40000 LTR

The document provides a detailed estimate for constructing a 5m x 4m x 2m RCC water storage tank with a capacity of 40,000 liters. It includes 6 items: 1) excavation for foundation trenches, 2) cement concrete in foundation, 3) formwork for walls, 4) RCC work for base, walls and vertical walls, 5) tor steel reinforcement, and 6) cement plastering. The total estimated cost is Rs. 2,18,211.

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rahul
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534 views4 pages

SIZE OF TANK 5.00X4.00X2.00 Capacity of Tank 40000 LTR

The document provides a detailed estimate for constructing a 5m x 4m x 2m RCC water storage tank with a capacity of 40,000 liters. It includes 6 items: 1) excavation for foundation trenches, 2) cement concrete in foundation, 3) formwork for walls, 4) RCC work for base, walls and vertical walls, 5) tor steel reinforcement, and 6) cement plastering. The total estimated cost is Rs. 2,18,211.

Uploaded by

rahul
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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DETAILED ESTIMATE FOR R.C.

C WATER STORAGE TANK

SIZE OF TANK = 5.00X4.00X2.00


CAPACITY OF TANK = 40000 ltr
Detail of quantities and abstract of cost based on HPPWD schedule2009
S.NO. ITEMS no. L B H qty.
1 Excavation in foundation treanches
in earth work lift upto 1.5mt stacking
the excavated soil clear from the edge
of excavation and than returning the
stacked soil in 15cm layer, when
required into plinth sides of foundation
consolidating each deposited layer
by ramming and watering and than
dispossing of all surplus excavated
earth as directed with in a lead of
20mt P/J 1 5.6 4.6 2 51.52

2 Providing and laying cement concrete


1:4:8 (1 cement : 4 sand 8 gradded stone
aggregate 40mm nominal size )
and curring complete excluding
cost of form work in foundation
and plinth 1 5.6 4.6 0.15 3.86

3 Providing formwork of ordinary


steel plates 3.15mm. Th. Welded with
angle iron in frame 30x30x5mm.
shuttering, strutting and propping
etc. height of propping and
centering below supporting floors

to ceiling not excluding 4metres.


Removal of the same for in-situ.
(a) wall inner side 2X2 5 4 2 240.00

4 Providing and laying cement 1:1/2:3


( 1 cement : 1.5 sand: 3 graded stone agg.
20mm nominal size )and curring complete
excluding cost of formwork and reinfor-
ment for reinforced concrete work in wall
including attached pilasters buttersses,
plinth and string courses etc. from top of
foundation upto floor two level.
base 1 5.6 4.6 0.1 2.6
walls horizontally 2 5.3 0.15 2 3.2
walls vertically 2 4 0.15 2.5 3.0

5 Providing & laying tor steel


reinforcement for R.C.C. works
including bending binding and
placing in position complete up
to floor two level.(Tor steel.)100kg/cum
8.76x100 =996.30kg 876

6 6mm cement plaster in single1:3(1cement:3sand)


finished with a floting coat of neat cement
and thick coat of limewash on top of wall when
dry for bearing of R.C.C slabs and beams .
1 2(5.00+4.00) _ 2 36

add 52% work premium

TWO LAC EIGHTEEN THOUSAND TWO HUNDR

Prepared By:-
ANK

PPWD schedule2009
t.qty unit Rate Amount

51.52 cum 181 9301.94

3.86 cum 2293 8860.54

240.00 sqm 159 38124


8.76 cum 3681 32233.03

876 kg 59.4 52034.4

36 smt 83.5 3006.00

Total 143559.90
74651.1477
TOTAL 218211.05
SAY RS. 218211
OUSAND TWO HUNDRED ELEVEN ONLY

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