Snow Fountain Vocati
S.NO. Item no. Item Work Unit
EARTH WORK
Earth work in excavation by mechanical means (Hydraulic
excavation)/manual means in foundation trenches or drains
(not exceeding 1.5m in width or 10sqm on plan),including
dressing of sides and ramming of bottoms, for all lift, including
DSR 2023 getting out the excauted soil and disposal of surplus excavated
1
2.8 soils as directed within a lead of 50m
All Kinds Of Soils
1.1
2.8.1
for 230mm thick wall
Cum
Cum
for 115mm thick wall
CONCRETE W
DSR 2023
4.1
2 Providing and leaving in position cement concrete of specified
grade excluding the cost of centering and shuttering All work
up to plinth level
1:5;10(1 cements:5 coarse sand(zone 3) derived from natural
2.1 4.1.10 sources:10grade stone aggregate 40mm nominal size deived
from natural source
for 230mm thick wall Cum
for 115mm thick wall Cum
Room-1 Cum
Room-2 Cum
BATHROOM+W.C. Cum
KITCHEN Cum
APRON Cum
MASONARY WOR
Brick work with common burnt clay F.P.S.(non modular)bricks of
3 6.1 class designation 7.5 in foundation and plinth in:
3.1 6.1.1 cement mortor 1:4 (1cement:4 coarse sand)
for 230mm thick wall
1 Footing Cum
2 Footing Cum
3 Footing Cum
4 Footing Cum
5 Footing(up to G.L.) Cum
6 Footing(G.L.toP.L.) Cum
for 115mm thick wall
1 Footing Cum
2 Footing Cum
3 Footing Cum
4Footing Cum
5 Footing(up to P.L.) Cum
SUPER STR
Brick work with common burnt clay F.P.S.(non modular)bricks of
4 6.4 class designation 7.5 in superstructure above plinth level up to 5
level in all shapes and sizes in:
4.1 6.4.2 cement mortor 1:6(1cement:6coarse sand)
for 230mm thick wall Cum
Deduction
W2 Cum
D1 Cum
W Cum
W1 Cum
V Cum
Half brick masonary with common burnt clay F.P.S.(non
4.2 6.13 morular) bricks of class designation 7.5 in superstructure above
plinth level up to floor 5 level
4.2.1 6.13.1 cement mortor 1:3 (1cement:3coarse sand)
for 115mm thick wall sqm
deduction
D2 sqm
D1 sqm
RCC Wo
DSR 2023 Providing and leaving in position cement concrete of specified
5 grade excluding the cost of centering and shuttering All work
5.1
up to plinth level
1:1.5:3 (1cement:1.5 course sand (zone3) derived from natural
5.1 5.1.1 source : 3 gradedstone aggregate 20mm nominal size derived
from natural source.
PLINTH BAND
for 230 mm thick wall Cum
for 115 mm thick wall Cum
Reinforced cement concrete works in beam,suspended floors
having slope up to 15 degree
5.2 5.3 landing,balconies,shelves,chajjas,lintel bands,above plinth level
up to floor 5 level,excluding the cost of
centering,shuttering,finishing and reinforcement with
1:1.5:3(1cement :1.5 course sand (zone 3) derived from natural
source :3 graded stone aggregrate 20mm nominal size derived
from natural resource)
FOR LINTEL BAND
For 230mm thick wall Cum
for 115mm thick wall Cum
FOR CHAJJAS
in front side Cum
W1 Cum
V Cum
Slab beam Cum
FOR SLAB
Section(A) Cum
Section(B) Cum
REINFORCEMEN
Steel reinforcement for R.C.C. work including straightening,
6 5.22 cutting, bending placing in posision and binding all complete
upto plinth level.
6.1 5.22.6 Thermo - mechanically treated bars of grade Fe-500D or more.
Total quantity of RCC = 0.513 kg
Steel reinforcement for R.C.C. work including straightening,
6.2 5.22.A cutting, bending placing in posision and binding all complete
above plinth level:
6.2.1 5.22.A.6 Thermo -Mechanically treated bars of grade fe-500D more
Total quantity of RCC = 4.25 Kg
SHUTTERING
7 5.9.5 Lintel,beams, Plinth beams, gurders, bressumers
and cantilevers.
PLINTH BAND
For 230mm thick wall Sqm
for 115mm thick wall Sqm
LINTEL BAND
For 230mm thick wall Sqm
for 115mm thick wall Sqm
Slab beam Sqm
7.1 5.9.19 Weather shed, chajjas, corbels etc.,including edges
In front side Sqm
W1 Sqm
V Sqm
7.2 5.9.3 Suspended floors, roofs, landings, balconies, and access
platform
Slab Sqm
untain Vocational Training Institute
No. L(in m) B(in m)H(in m) Quantity(m3) Rate
1 20.28 0.9 0.9 16.43
1 9.44 0.75 0.75 5.31
Total 21.74 260.3
CONCRETE WORK
1 20.98 0.9 0.15 2.74
1 9.44 0.75 0.15 1.06
Total 3.8
1 3.3 2.75 0.075 0.68
1 3 2.2 0.075 0.5
1 1.2 2.05 0.075 0.18
1 1.5 2.2 0.075 0.25
1 21.2 0.6 0.075 0.95
Total 6.36 6518.6
MASONARY WORK
1 20.28 0.69 0.15 2.1
1 20.28 0.575 0.15 1.75
1 20.28 0.46 0.15 1.4
1 20.28 0.345 0.15 1.05
1 20.28 0.23 0.15 0.7
1 20.28 0.23 0.375 1.75
1 9.44 0.575 0.15 0.81
1 9.44 0.46 0.15 0.65
1 9.44 0.345 0.15 0.49
1 9.44 0.23 0.15 0.33
1 9.44 0.23 0.375 0.81
Total 11.84 7370.65
SUPER STRUCTURE
1 20.98 0.23 2.65 12.36
1 0.9 0.23 1.05 -0.22
1 0.9 0.23 2.1 -0.43
1 1.5 0.23 1.2 -0.41
1 0.9 0.23 1.2 -0.25
1 0.9 0.23 0.3 -0.06
Total 10.98 9105.95
1 9.44 2.65 25.016
2 0.75 2.1 -3.15
1 0.9 2.1 -1.89
Total 19.98 1150.5
RCC Work
1 20.28 0.23 0.075 0.35
1 9.44 0.23 0.075 0.16
Total 0.513 9045.75
1 20.28 0.23 0.15 0.69966
1 9.44 0.115 0.15 0.16284
1 4.165 0.6 0.075 0.187425
1 1.2 0.6 0.075 0.054
1 0.75 0.6 0.075 0.03375
1 5.057 0.23 0.12 0.1395732
1 4.826 5.075 0.11 2.6941145
1 0.699 3.76 0.11 0.2891064
Total 4.2604691 11505.5
EINFORCEMENT
Qty. of Rcc x 1.5% x 7850 60.406 107.85
Qty. of Rcc x 1.5% x 7850 500.69 107.85
SHUTTERING
2 20.28 0.075 3.042
2 9.44 0.075 1.416
2 20.28 0.15 6.084
2 9.44 0.15 2.832
2 5.075 0.23 2.3345
Total 15.7085 736.4
1 4.17 0.6 2.5
1 1.2 0.6 0.72
1 0.9 0.6 0.54
Total 3.76 951.1
1 5.08 5.53 28.04 927.25
Amount
5658.09
41467.59
87266.3585
10020.76
22982.39
4637.4846
49018.8272
6514.76
53999.15
11567.7394
3578.04
25999.51
