Live load

FLOOR 7.68 KN/M2

STAIR 5 KN/M2

EX Wall LOAD

Thickness 240 mm
Height 3200 mm
Unit Weight 20 KN/m^3
15.36 KN/m

Interior wall 7.68 KN/m

FF 1.5 KN/m

STAIR LOAD
81.84555
 unit
unit wt. of concrete 20 kN/m3
Riser 177.77 mm
Tread 300 mm
Width of Staircase 1500 mm
slab thickness 200 mm
step ( hypot. Of T R) 348.715031078386 mm
liveload 5 kN/m2
floor finish 1.5 kN/m2

Length of 1st landing 1.5 m

Length of 1st Flight
no of steps in 1st fight 10
Inclitation
length of stairs in plan 4500 mm

Riser 177.77
Tread 300
Width of Staircase 1500
slab thickness 200
step ( hypot. Of T R) 348.715031078386
STEPS LOAD 999956.25
STEPS LOAD/m2 1.91169706088795
 9
10
staircase steps dead intensity on slab

load Area intensity

 Wall Schedule 2
Area Family and Type Length

17 m² BRICK Wall: 240MM 5000

41 m² BRICK Wall: 240MM 16000
13 m² BRICK Wall: 240MM 5000
38 m² BRICK Wall: 240MM 16000
17 m² BRICK Wall: 240MM 5000
42 m² BRICK Wall: 240MM 16000
13 m² BRICK Wall: 240MM 5000
38 m² BRICK Wall: 240MM 16000
Total 219

6 m² ALUMINUM Wall: INTERIOR 2500

14 m² ALUMINUM Wall: INTERIOR 4500
6 m² ALUMINUM Wall: INTERIOR 2500
14 m² ALUMINUM Wall: INTERIOR 4500
Total 40

PLASTER/PAINT AREA 438 M2

Volume UnconnectTop Width Cross-Section No. of Bricks

4.02 m³ 3200 Vertical 2651.067194 2051.282

9.94 m³ 3200 Vertical 6548.616601
3.12 m³ 3200 Vertical 2055.335968
9.22 m³ 3200 Vertical 6076.205534
4.02 m³ 3200 Vertical 2651.067194
10.13 m³ 3200 Vertical 6671.936759
3.12 m³ 3200 Vertical 2055.335968
9.22 m³ 3200 Vertical 6076.205534
52.79 34785.770752 Without Wastage

3200 Vertical
3200 Vertical
3200 Vertical
3200 Vertical
 Nos. Length Thickness Height Wall Volume
Wall under plinth beam 42000 240 2000 20160000000
Wall on first floor 42000 240 2850 28728000000
Wall on second floor 42000 240 2850 28728000000

Window 17 2000 240 1500 12240000000

Door 1 1700 240 2000 816000000

total deducting win/door

Adding Scrap 5%
Indent pcs
No. of Bricks Used around
10769.23077 8000
15346.15385
15346.15385
41461.53846
6538.461538
435.8974359

34487.17949
36211.53846
36250
Structural Column Schedule 2
Count

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
24
ructural Column Schedule 2
Family and Type Length Volume

M_Concrete-Rectangular-Column: 300X300 4700 0.42 m³

M_Concrete-Rectangular-Column: 300X300 4700 0.42 m³
M_Concrete-Rectangular-Column: 300X300 4700 0.42 m³
M_Concrete-Rectangular-Column: 300X300 4700 0.42 m³
M_Concrete-Rectangular-Column: 300X300 4700 0.42 m³
M_Concrete-Rectangular-Column: 300X300 4700 0.42 m³
M_Concrete-Rectangular-Column: 300X300 4700 0.42 m³
M_Concrete-Rectangular-Column: 300X300 4700 0.42 m³
M_Concrete-Rectangular-Column: 300X300 4700 0.42 m³
M_Concrete-Rectangular-Column: 300X300 4700 0.42 m³
M_Concrete-Rectangular-Column: 300X300 4700 0.42 m³
M_Concrete-Rectangular-Column: 300X300 4700 0.42 m³
M_Concrete-Rectangular-Column: 300X300 3200 0.29 m³
M_Concrete-Rectangular-Column: 300X300 3200 0.29 m³
M_Concrete-Rectangular-Column: 300X300 3200 0.29 m³
M_Concrete-Rectangular-Column: 300X300 3200 0.29 m³
M_Concrete-Rectangular-Column: 300X300 3200 0.29 m³
M_Concrete-Rectangular-Column: 300X300 3200 0.29 m³
M_Concrete-Rectangular-Column: 300X300 3200 0.29 m³
M_Concrete-Rectangular-Column: 300X300 3200 0.29 m³
M_Concrete-Rectangular-Column: 300X300 3200 0.29 m³
M_Concrete-Rectangular-Column: 300X300 3200 0.29 m³
M_Concrete-Rectangular-Column: 300X300 3200 0.29 m³
M_Concrete-Rectangular-Column: 300X300 3200 0.29 m³
94800 8.53 m³
Structural BEAM Schedule 2
Count Family and Type

1 Concrete-Rectangular Beam: 355X250

1 Concrete-Rectangular Beam: 355X250
1 Concrete-Rectangular Beam: 355X250
1 Concrete-Rectangular Beam: 355X250
1 Concrete-Rectangular Beam: 355X250
1 Concrete-Rectangular Beam: 355X250
1 Concrete-Rectangular Beam: 355X250
1 Concrete-Rectangular Beam: 355X250
1 Concrete-Rectangular Beam: 355X250
1 Concrete-Rectangular Beam: 355X250
1 Concrete-Rectangular Beam: 355X250
1 Concrete-Rectangular Beam: 355X250
1 Concrete-Rectangular Beam: 355X250
1 Concrete-Rectangular Beam: 355X250
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 250x76.2
1 Concrete-Rectangular Beam: 355X250
35
Length Volume

5000 0.39 m³
16000 1.31 m³
5000 0.42 m³
16000 1.31 m³
5000 0.39 m³
5000 0.42 m³
5000 0.42 m³
5000 0.39 m³
16000 1.31 m³
5000 0.42 m³
16000 1.31 m³
5000 0.39 m³
5000 0.42 m³
5000 0.42 m³
5000 0.08 m³
4500 0.08 m³
8000 0.14 m³
5000 0.09 m³
16000 0.28 m³
5000 0.08 m³
4500 0.08 m³
8000 0.14 m³
5000 0.09 m³
16000 0.28 m³
5000 0.08 m³
4500 0.08 m³
8000 0.14 m³
5000 0.09 m³
16000 0.28 m³
5000 0.08 m³
4500 0.08 m³
8000 0.14 m³
5000 0.09 m³
16000 0.28 m³
2540 0.20 m³
270540 12.22 m³
Window Schedule 2
Count Family and Type Width

1 M_Window-Casement-Double: 1500x2000 2000

1 M_Window-Casement-Double: 1500x2000 2000
1 M_Window-Casement-Double: 1500x2000 2000
1 M_Window-Casement-Double: 1500x2000 2000
1 M_Window-Casement-Double: 1500x2000 2000
1 M_Window-Casement-Double: 1500x2000 2000
1 M_Window-Casement-Double: 1500x2000 2000
1 M_Window-Casement-Double: 1500x2000 2000
1 M_Window-Casement-Double: 1500x2000 2000
1 M_Window-Casement-Double: 1500x2000 2000
1 M_Window-Casement-Double: 1500x2000 2000
1 M_Window-Casement-Double: 1500x2000 2000
1 M_Window-Casement-Double: 1500x2000 2000
1 M_Window-Casement-Double: 1500x2000 2000
1 M_Window-Casement-Double: 1500x2000 2000
15

Door Schedule 2
Count Family and Type Height

1 M_Door-Passage-Double-Flush: 1700 x 2000mm 2000

1 M_Door-Passage-Single-Flush: 750 x 2000mm 2000
1 M_Door-Passage-Single-Flush: 750 x 2000mm 2000
Height

1500
1500
1500
1500
1500
1500
1500
1500
1500
1500
1500
1500
1500
1500
1500

Width

1700
750
750
Structural Foundation Schedule 2
Count Area Family and Type

1 2 m² M_Footing-Rectangular: 1300X1300X350
1 2 m² M_Footing-Rectangular: 1300X1300X350
1 2 m² M_Footing-Rectangular: 1300X1300X350
1 2 m² M_Footing-Rectangular: 1300X1300X350
1 2 m² M_Footing-Rectangular: 1300X1300X350
1 2 m² M_Footing-Rectangular: 1300X1300X350
1 2 m² M_Footing-Rectangular: 1300X1300X350
1 2 m² M_Footing-Rectangular: 1300X1300X350
1 2 m² M_Footing-Rectangular: 1300X1300X350
1 2 m² M_Footing-Rectangular: 1300X1300X350
1 2 m² M_Footing-Rectangular: 1300X1300X350
1 2 m² M_Footing-Rectangular: 1300X1300X350
12 20 m²
FoundationLength Width Volume

350 1300 1300 0.59 m³

350 1300 1300 0.59 m³
350 1300 1300 0.59 m³
350 1300 1300 0.59 m³
350 1300 1300 0.59 m³
350 1300 1300 0.59 m³
350 1300 1300 0.59 m³
350 1300 1300 0.59 m³
350 1300 1300 0.59 m³
350 1300 1300 0.59 m³
350 1300 1300 0.59 m³
350 1300 1300 0.59 m³
7.10 m³
 FORMWORK
NOS LENGTH
COLUMN 1 94800
FOOTING 12 350
BEAM 1 116540
LINTEL/SILL 1 154000
SLAB
STAIR

EXAVATION
NOS LENGTH
FOUNDATION 12 1300
TOE WALL 1 40700

STONE SOLING 150 mm

NOS LENGTH
FOUNDATION 12 1300
TOE WALL 1 40700
GL FLOOR 1 16000

PCC 1:3:6
NOS LENGTH
FOUNDATION 12 1300
TOE WALL 1 40700

PCC 1:2:4
NOS LENGTH
G.FLOOR 1 16000
 CONCRETE M20
NOS LENGTH
COLUMN
FOOTING
BEAM
SLAB
STAIRCASE
WIDTH AREA mm2
1200 113760000
5200 21840000
860 100224400
152.4 23469600
86396480
13612000
TOTAL 359302480

WIDTH HEIGHT VOLUME MM3

1300 1500 30420000000
500 500 10175000000

40595000000

WIDTH HEIGHT VOLUME MM3

1300 150 3042000000
500 150 3052500000
5000 150 12000000000

18094500000

WIDTH HEIGHT VOLUME MM3

1300 75 1521000000
500 55 1119250000

2640250000

WIDTH HEIGHT VOLUME MM3

5000 100 8000000000

8000000000
WIDTH HEIGHT VOLUME M3
8.53
7.1
12.22
12.9585
2.0584

TOTAL 42.8669
 Estimation of Store
Quantity Calculation Sheet

Description of Particulars Dimension

S.N Unit Rate
Items Length Breadth
Clearing the site,construction of
1 permanent refernce points
sqm 80.00
sqm 15.87 Total=
Excavation in foundations in all type of
2 soils for foundation, trenches, footing,
pits
Footing
F cum 1.30 1.30
Toe wall cum

cu.m 568.56 Total=

3 Back filling in foundation,
Taking 60% of Excavated Soil cum 24.36
cu.m 345.00 Total=
Supplying,providing & laying dry stone
soling work over rammed earth in proper
line,level &proper slope with sand filling
4 in gaps as per drawing specifications and
instruction of site enginner

Footing
Under Foundation+TOE+ PLINTH cum
cum 3,795.00 Total=
Providing and laying machine mixed
Plain Cement Concrete of nominal mix
1:3:6 , formwork , dewatering, batching,
mixing, transporting, placing,
5 compacting, curing, including all lead
and lift, etc. all complete as per
drawings, specifications and the
instructions of the Engineer.

Footing
Footing,under plinth beam cum
cu.m 11,098.37 Total=
 Providing and laying machine mixed
Plain Cement Concrete of nominal mix
1:2:4(1 cement : 2 sand : 4 coarse
aggregate ) for leveling course in floor
of building, formwork wherever
necessary, dewatering, batching, mixing,
6 transporting, placing, compacting,
curing, including all lead and lift, etc. all
complete as per drawings, specifications
and the instructions of the Engineer.

Floors
GF cum
cu.m 13,024.62 Total=
Providing and laying in position
machine mixed and machine vibrated
cement concrete of M20 grade for
reinforced cement concrete work with 20
mm graded machine crushed stone
aggregate of approved quality in various
locations and heights including
transportation of concrete to site of
placing, compaction, finished to required
line and level, protection, batching,
mixing, vibrating and curing, etc. all
complete as per drawings, specifications
and the instructions of the Engineer, but
7 excluding the cost of centering,
shuttering, and reinforcement, but
including the cost of admixtures if
required in recommended proportions (as
per IS:9103) to accelerate, retard setting
of concrete improve workability,
improve strength without impairing
strength and durability as per direction of
Engineer.

Footing
F1
Beam
Beam cum
Sill/Lintel
Sill/Lintel cum
Slab

Staircase
Upto First Floor Level
slab cum

Column
 cum

cu.m 14,605.87 Total=

Supplying and laying centering,

shuttering of various pattern formworks
with spcified thickness water proof ply
wood & steel adjustable props for all
kinds of RCC works for foundations,
columns, shear walls, beams, slab,
staircase, lintel, sill, pergola, including
nails, propping scaffolding, staging,
supporting and bracing in proper lines
and level, sealing the joints with heavy
duty brown self adhesive tape, aligning
to line and levels including Ties, PVC
9 Spacer, Providing openings/ cutouts/
pockets, applying deshuttering chemical,
deshuttering as approved by the Engineer
etc., complete at all levels as per
drawing, specifications and instructions
of the Engineer.

Column 8.5 1.4

Footing 0.35 3

Beam(plinth) 104.55 0.96

Beam(floor) 104.55 0.96
Stair beam 2.65 0.96

Lintel(bottom floor) 104.55 0.5762

Lintel(Top floor) 104.55 0.5762
Sill(bottom floor) 104.55 0.5762
Sill(Top floor) 104.55 0.5762

Staircase(slab) 9.928 1.5

Staircase(steps) 0.38

Sq.m 627.44 Total=

 Providing and fixing in position Fe 500
steel reinforcement of various diameter
confirming to relevant IS code in R.C.C.
works including straightening, cutting,
bending, binding with 20 SWG annealed
wire for tying the reinforcement bars at
each junctions (binding wire shall not be
measured separately) including all waste
and cut pieces, provision for adequate
numbers of spacers, chairs, providing
10
and placing cement mortar (1:1) cover
blocks to keep the bars in intended
position at all levels all complete as per
drawings, specifications and instructions
of the Engineer.

11 From RCC detail calculation sheet Kg ASSUME 2% OF RCC 6730.59

k.g 120.69 Total=

Providing and laying first class chimney

fired brick one or more brick thick wall
in cement mortar 1:4 (1 cement : 4 coarse
sand)in all heights and level including
the cost of single or multi stage
scaffolding, soaking bricks, curing,
12 raking joints, provision for recesses,
openings, toothing etc., all complete as
per drawing, specifications and
instructions of the Engineer.

cu.m 13,413.71 Total=

Supplying and fitting Aluminium Sliding

window ventilator from section 88 series
1.2 mm fitted with 5mm glass all
14 complete as per drawings,specification
and instruction of Engineer

Doors
D1 Qty 1.70 2.00
D2 Qty 0.75 2.00
Window Qty
W Qty 2.00 1.50
cu.m - Total=
 Providing and laying 1st quality
porecelain glazed tiles(Coloured) on
walls conforming to the IS:15622 Group
B III standard of minimum thickness
6mm of approved make in all colours ,
shades of any size as approved by
Engineer in skirting, risers of steps and
dados over cement mortar 1:4 (1
cement : 4 sand) and joint filed with
20 waterproof non-shrink polymer joint
mortar in required colour, including
surface preparation, scaffolding,
protection, cleaning, etc. all complete as
per drawings, specifications and
instructions of the Engineer.

sq.m 3,015.70 Total=

Providing and applying at all levels and

shape 20 mm thick cement plaster in
outer area in specified cement mortar in
with 1:4 (1 cement :4 fine sand) cement
mortar in all surface at all height
including mixing mortar, laying in
perfect line, level and plumb and
finishing in regular and even surface
21 including all necessary single or multi-
stage scaffolding, , making grooves and
recesses, throating, dusting, dripping,
wetting, curing, protection, etc., all
complete as per drawing , specification
and instruction of the Engineer.

Wall sqm
Slabs sqm
Stairs sqm
sq.m 352.00 Total=
 Providing and applying two or more
coats emulsion paints of required shade
over a coat of primer of approved
manufacturer as per manufacturer's
specifications to the surface of wall,
ceiling, beams columns, canopies,
staircase, lobbies etc., all complete as per
drawings, specifications and instruction.
22 The rates shall include for surface
preparation, scaffolding etc., all complete
as per the manufacturer's
recommendations and as approved by the
Engineer.

Internal Plaster area sqm 219.00

sq.m 313.87 Total=
Providing and applying two or more
coats of first quality weathercoat paint
(Apex weatherproof external emulsion or
approved equivalent manufactured by
Asian Paints, Berger Paints, or ICI, ) of
approved shade and pattern to the
exterior walls of buildings etc., The rates
shall include for scrapping etc., washing
26 the surface with water, applying a coat of
approved quality water base cement
primer, surface preparation, scaffolding
etc., all complete as per the
manufacturer's recommendations and as
approved by the Engineer.

External Plaster Area sqm 219.00

sq.m 382.74 Total=
27 Staircase Railing Work
Staircase Railing work with 50mm
stainless steel pipe
Ground Floor to 1st Floor Rm. 12.30
Rm. 4,887.50 Total=

28 Top Truss Supply andWork

132*132*5.4
100*100*4
80*80*4
100*100*4
100*100*4
KG 120.00 Total=

29 GI Sheet Supply and Work

m2
30

31 m3

32 m3

33 Water Supply and Sanitary works PS

34 Electrification in building PS
 Estimation of Store
Quantity Calculation Sheet

Dimension
Quantity Total Amount Rate Source
Height Number

80.00 1.00 80.00

Total= 80.00 1,269.60 DUDBC A3

1.50 12.00 30.42

10.18

Total= 40.60 23,080.69 DUDBC B1(2-2)

24.36 1.00 24.36

Total= 24.36 8,404.20 DUDBC B2(2-25A)

18.0945
Total= 18.09 68,668.63 DUDBC H16(11-16)

2.64
Total= 2.64 29,302.47 DUDBC D3(A)
 8.00
Total= 8.00 104,196.96 DUDBC D3(B)
Total= 42.87 626,153.65 DUDBC D2(7-4BB)

18 214.2

18 18.9

100.368
100.368
2.544

60.24171
60.24171
60.24171
60.24171

14.892
20.00 7.52

Total= 359.30 225,440.75

6730.59 6730.59
Total= 6730.59 812,314.91 DUDBC D9(7-5)

52.79
Total= 52.79 708,109.75 DUDBC C2(5-1B2)

1.00 3.40
2.00 3.00

15.00 45.00
Total= 51.40 -
Total= 0.00 -

438.00
160.00
20.58
Total= 618.58 217,741.57 DUDBC 14(12-4B)
1.00 219.00
Total= 219.00 68,737.53 DUDBC J5(13-5AB)

1.00 219.00
Total= 219.00 83,820.06 DUDBC J3(13-3ABC)

12.30
Total= 12.30 60,116.25 DUDBC M-14

2500.0

Total= 300000.00

80.0
 -
-
TOTAL(B) 3037357.01