ESTIMATE
Name of Work:- Construction of Water Storage Tank in Govt. PG College at
Hindaun City
Rates : Are based on BSR w.e.f. 2022 (Building) & 01.04.2025 of PWD Rajasthan Jaipur (Road)
S.N. Particulars Qty Unit Rate Amount
1 Earth work in excavation by mechanical means
(B-1) (Hydraulic excavator )/ manual means over areas
1.6
(exceeding 30cm in depth. 1.5m in width as well as
10 sqm on plan) including disposal of excavated
earth, lead upto 50m and lift upto 1.5 m , disposed
earth to be levelled and neatly dressed : All kinds of
soil
1x22.00x17.00x10.50 = 3927.00 Cuft
or = 111.21 Cum
111.21 P.Cum 175.00 19463.00
2. Providing and laying in position cement concrete
(B-3)
3.1.2
including curing, compaction etc. complete in
specified grade excluding the cost of centering and
shuttering - All work up to plinth level. M15 grade
Nominal Mix
1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20mm nominal size).
1x21.00x16.00x0.33 = 110.88 Cuft
or = 3.14 Cum
3.14 P.Cum 4624.00 14520.00
3 Providing and laying in position specified grade of
(B-4) cement concrete for RCC structural elements upto
4.4
floor five level including curing, compaction,
finishing with rendering in cement sand mortar 1:3 (1
cement: 3 coarse sand) and making good the joints
and cost of plastizers( if required) excluding the cost
of centering, shuttering and reinforcement for
Arches, arch ribs, domes, vaults, shells, folded plate,
chimneys, shafts , roofs having slope more than 15º
,vertical and horizontal fins individually or forming
box louvers, facias and eaves boards M20 grade
Nominal Mix / Design Mix
Base Slab - 1x20.00x15.00x0.50 = 150.00 Cuft
Side Wall - 525.00 Cuft
(2x20.00x10.00)x0.75+(2x15.00x10.00)x0.75
Top Slab - 1x20.00x15.00x0.50 = 150.00 Cuft
or = 23.36 Cum
23.36 P.Cum 5561.00 129930.00
4 Centering and Shuttering with plywood or steel
(B-4) sheets including strutting, propping bracing both
4.9
ways and removal of formwork for foundation ,
footings, strap beam, raft , bases of columns etc.
Building_Estimate_2025-26[1]College HND 1
S.N. Particulars Qty Unit Rate Amount
Side Wall - (2x20.00x10.00)+(2x15.00x10.00) 700.00
Base Slab - 1x20.00x15.00 = 300.00
Top Slab - 1x20.00x15.00 = 300.00
or 120.77 Sqft
Total = 120.77 P.Sqm 157.00 18961.00
5 Providing and fabricating reinforcement for R.C.C.
(B-4) work including straightening, cutting, bending,
4.13.2
placing in position and binding (including cost of
binding wire) all complete up to floor five level.
('Original producers' who manufacture billet directly
from iron ores and roll the bilets to produce steel
conforming to IS:1786) Thermo-mechanically
Treated bars (Conforming of relevent IS code)
1x825x490x0.70/100 = 2829.75 P.Kg. 77.00 217891.00
6 Random rubble dry stone Kharanja under floor.
(B-11)
11.26
1x22.00x17.00x0.50 = 187.00
or = 5.30
5.30 P.Cum 932.00 4936.00
TOTAL 405701.00
Add 2.50% Q.C.+Contingency charges (+) 10143.00
TOTAL 415844.00
Add 13% Proreta Charges (+) 54060.00
TOTAL 469904.00
Say Rs. 4.7 Lacs
Junior Engineer Assistant Engineer
PWD Sec. I-Hindaun PWD Sub Dn. I Hindaun
Building_Estimate_2025-26[1]College HND 2
