S.

NO DESCRIPTION UNIT NOS L B H QTY

1 EXCAVATION
HWALL CUM 41 1.3 1.3 1.2
HWALL CUM 4 1.8 1.3 1.2
CWALL CUM 14 1.3 1.3 1.2
CWALL CUM 1 1.8 1.3 1.2
Total Qty
2 BED CONCRETE
HWALL CUM 41 1.3 1.3 0.1
HWALL CUM 4 1.8 1.3 0.1
CWALL CUM 14 1.3 1.3 0.1
CWALL CUM 1 1.8 1.3 0.1

3 FOOTING
HWALL CUM 41 1 1 0.3
HWALL CUM 4 1.5 1 0.3
CWALL CUM 14 1 1 0.3
CWALL CUM 1 1.5 1 0.3

4 COLUMN
HWALL CUM 45 0.3 0.23 7.67
CWALL CUM 16 0.3 0.23 7.843

5 PLINTH BEAM
HWALL CUM 1 133.89 0.23 0.3
CWALL CUM 1 48.72 0.23 0.3

6 BEAM
HWALL CUM 1 144.24 0.23 0.3
CWALL CUM 1 52.63 0.23 0.3

7 CRS WALL CUM 1 144.24 1.5 5.02

CUM 1 52.63 1.5 5.193

8 9" Brick work

HWALL CUM 1 133.89 3.05 0.23
CWALL CUM 1 48.72 3.05 0.23

9 External Walls Plastering

HWALL SQM 1 144.24 3.05
CWALL SQM 1 52.63 3.05

10 External Walls Painting

HWALL SQM 1 144.24 3.05
CWALL SQM 1 52.63 3.05
12 Centring Work
A BED CONCRETE
HWALL SQM 41 5.2 0.3
HWALL SQM 4 5.6 0.3
CWALL SQM 14 5.2 0.3
CWALL SQM 1 5.6 0.3

B FOOTING MAT
HWALL SQM 41 5.2 0.3
HWALL SQM 4 5.6 0.3
CWALL SQM 14 5.2 0.3
CWALL SQM 1 5.6 0.3

FT mat
HWALL SQM 41 4 0.3
HWALL SQM 4 5 0.3
CWALL SQM 14 4 0.3
CWALL SQM 1 5 0.3

COLUMNS
HWALL SQM 41 4 0.3
HWALL SQM 4 5 0.3
CWALL SQM 14 4 0.3
CWALL SQM 1 5 0.3

B Columns SQM 45 1.06 7.67

SQM 16 1.06 7.843

C Plinth Beams
HWALL SQM 1 133.89 1.06
CWALL SQM 1 48.72 1.06

C Floor Beams
HWALL SQM 1 144.24 1.06
CWALL SQM 1 52.63 1.06
REMARKS
COMPOUND WALL QUANTITY SHEET
S.NO Discription Unit NO's. Length Width Depth
1 Earth work Excavation for Footings
HWALL CUM 41 1.3 1.3 1.2
HWALL CUM 4 1.8 1.3 1.2
CWALL CUM 14 1.3 1.3 1.2
CWALL CUM 1 1.8 1.3 1.2
TOTAL QTY CUM
2 Earth work Excavation for CRS:-
CUM 1 144.24 1.5 5.02
CUM 1 52.63 1.5 5.193
TOTAL QTY CUM
3 Refilling with Excavated soil for Footings
Footings earth work total Qty CUM
Deduction
PCC Bed for Footings
HWALL CUM 41 1.3 1.3 0.1
HWALL CUM 4 1.8 1.3 0.1
CWALL CUM 14 1.3 1.3 0.1
CWALL CUM 1 1.8 1.3 0.1
FOOTING
HWALL CUM 41 1 1 0.3
HWALL CUM 4 1.5 1 0.3
CWALL CUM 14 1 1 0.3
CWALL CUM 1 1.5 1 0.3
COLUMN
HWALL CUM 45 0.3 0.23 4.62
CWALL CUM 16 0.3 0.23 4.793
TOTAL QTY CUM
4 Refilling with Excavated soil for CRS Wall
CRS WALL CUM 1 144.24 1.5 5.02
CUM 1 52.63 1.5 5.193
TOTAL QTY CUM
5 P.C.C. Bed FOR FOOTINGS
HWALL CUM 41 1.3 1.3 0.1
HWALL CUM 4 1.8 1.3 0.1
CWALL CUM 14 1.3 1.3 0.1
CWALL CUM 1 1.8 1.3 0.1
TOTAL QTY CUM
6 CRS WALL CUM 1 144.24 1.5 5.02
CUM 1 52.63 1.5 5.193
TOTAL QTY CUM
7 P.C.C. Bed below Plinth Beam
CUM 1 133.89 0.23 0.025
CUM 1 48.72 0.23 0.025
TOTAL QTY CUM
8 P.C.C Below CRS Wall
CUM 1 144.24 1.5 0.025
CUM 1 52.63 1.5 0.025
TOTAL QTY CUM
RCC
9 FOOTING
HWALL CUM 41 1 1 0.3
HWALL CUM 4 1.5 1 0.3
CWALL CUM 14 1 1 0.3
CWALL CUM 1 1.5 1 0.3
TOTAL QTY CUM
10 COLUMN
HWALL CUM 45 0.3 0.23 7.67
CWALL CUM 16 0.3 0.23 7.843
TOTAL QTY CUM
11 PLINTH BEAM
HWALL CUM 1 133.89 0.23 0.3
CWALL CUM 1 48.72 0.23 0.3
TOTAL QTY CUM
12 BEAM
HWALL CUM 1 144.24 0.23 0.3
CWALL CUM 1 52.63 0.23 0.3
TOTAL QTY CUM
13 CRS WALL CUM 1 144.24 1.5 5.02
CUM 1 52.63 1.5 5.193
TOTAL QTY CUM
14 9" Brick work
HWALL CUM 1 133.89 3.05 0.23
CWALL CUM 1 48.72 3.05 0.23
TOTAL QTY CUM
15 External Walls Plastering
HWALL SQM 1 144.24 1 3.05
CWALL SQM 1 52.63 1 3.05
TOTAL QTY SQM
16 External Walls Painting
HWALL SQM 1 144.24 1 3.05
CWALL SQM 1 52.63 1 3.05
TOTAL QTY SQM
17 Centring Work
A BED CONCRETE
 HWALL SQM 41 5.2 1 0.3
HWALL SQM 4 5.6 1 0.3
CWALL SQM 14 5.2 1 0.3
CWALL SQM 1 5.6 1 0.3
TOTAL QTY SQM
B FOOTING MAT
HWALL SQM 41 5.2 1 0.3
HWALL SQM 4 5.6 1 0.3
CWALL SQM 14 5.2 1 0.3
CWALL SQM 1 5.6 1 0.3
TOTAL QTY SQM

FT mat
HWALL SQM 41 4 1 0.3
HWALL SQM 4 5 1 0.3
CWALL SQM 14 4 1 0.3
CWALL SQM 1 5 1 0.3
TOTAL QTY SQM
COLUMNS
HWALL SQM 41 4 1 0.3
HWALL SQM 4 5 1 0.3
CWALL SQM 14 4 1 0.3
CWALL SQM 1 5 1 0.3
TOTAL QTY SQM
C Columns SQM 45 1.06 1 7.67
SQM 16 1.06 1 7.843
TOTAL QTY SQM

D Plinth Beams
HWALL SQM 1 133.89 1 1.06
CWALL SQM 1 48.72 1 1.06
TOTAL QTY SQM
E Floor Beams 1
HWALL SQM 1 144.24 1 1.06
CWALL SQM 1 52.63 1 1.06
TOTAL QTY SQM
 Providing High Yield Strength Deformed
(HYSD) Steel bars (Fe 500 grade as per IS
1786-1985) of 8mm to 40mm diameters,
cutting, bending, to required sizes and shapes
placing in position with cover blocks of
approved size and binding wire of 20SWG,
forming grills for reinforcement work as per
approved designs and drawings including cost
and conveyance of bars from approved
sources to site of work, including cost and
18 conveyance of binding wire, cover blocks,
chairs, overlaps, spacers, dowels, wastage
etc., and all operational, incidental, and labour
charges such as cutting, bending, placing in
position tying etc., and sales & other taxes,on
cost of all materials complete for finished item
of work (APSS No. 126)

TONS
Quantity Remarks

83.15
11.23
28.39
2.81
125.58

1086.127
409.9614
1496.09

125.58

6.93
0.94
2.37
0.23

12.30
1.80
4.20
0.45

14.35
5.29
76.73

1086.13
409.96
1496.09

6.93
0.94
2.37
0.23
10.47
1086.13
409.96
1496.09
 3.35
1.22
4.57

5.409
1.973625
7.38

12.3
1.8
4.2
0.45
18.75

23.81535
8.658672
32.47

9.23841
3.36168
12.60

9.95256
3.63147
13.58
1086.127
409.9614
1496.09

93.92383
34.17708
128.10

439.932
160.5215
600.45

439.932
160.5215
600.45
 63.96
6.72
21.84
1.68
94.20

63.96
6.72
21.84
1.68
94.20

49.2
6
16.8
1.5
73.50

49.2
6
16.8
1.5
73.50
365.859
133.0173
498.88

141.9234
51.6432
193.57

152.8944
55.7878
208.68
10
03. COMPOUND WALL
S.NO DESCRIPTION OF WORK QUANTITY UNIT RATE AMOUNT
1 Earth work Excavation up to a
maximum depth of 3.0m from
existing ground for foundation of 17.01 Cum 300.00 5,103.00
footings and wall foundation in
morrum soil.
-
A Earth work excavation for CRS
44.68 Cum 300.00 13,404.00
walls
-
2 Refilling of excavated earth in 200.00
the footing teaches, watering,
ramming. cost shall include for
convence of all materials, labour
charges for all lead and lift etc
12.61 Cum 2,522.00
complete. The work shall be
executed as per the stranded
specification and as directed.

A Earth filling in CRS 10.03 Cum 200.00 2,006.00

-
3 P.C.C (1:4:8) Grade in
foundation using approved
quality HBG metal of size 65mm
to 80mm, manual mixing, placing
in position, and curing etc
including cost and convance of
all materials,labour charges for -
all leads and lift etc complete as
leveling grade in foundations and
sub grade under plinth.

A Below Footings
1.42 Cum 5,500.00 7,810.00
Below CRS Wall
B 6.27 Cum 5,500.00 34,485.00
Below Plinth Beams
C 1.01 Cum 5,500.00 5,555.00

-
4 CRS Masonry in CM 1:6 for
foundation and basement using
stones of approved quality and
size including bond stones i.e
headers at every 2.0mts intervals
in all layers and staggering the
bond stones in successive
layers, raking the joints to a
minimum depth of 20mm for
receiving the pointing or
plastering, including the cost and -
conveyance of all materials.
Labour charges for all leads and
lifts etc. complete. (600mm depth
below ground level and 1050mm
above ground level with width
450mm).

A Rubble soling ground lvl below

50.74 Cum 6,500.00 329,810.00
plinth beam
-
5 RCC M-20 grade (1:1.5:3)
concrete using machine crushed
metal of size 20mm+12mm+6mm
in the ratio of 70:20:10, machine
mixing placing in
position,vibration,curing etc for all
leads and lift including, cost and
conveyance of all materials, -
labour charges but excluding the
cost of centering,shuttering and
reinforcement for.

A Footings 2.99 Cum 8,650.00 25,863.50

B Columns 0.77 Cum 9,250.00 7,122.50
C Plinth Beams 1.90 Cum 8,650.00 16,435.00
-
6 Providing High Yield Strength
Deformed (HYSD) Steel bars (Fe
500 grade as per IS 1786-1985)
of 8mm to 40mm diameters,
cutting, bending, to required
sizes and shapes placing in
position with cover blocks of
approved size and binding wire
of 20SWG, forming grills for
reinforcement work as per
approved designs and drawings
including cost and conveyance of
bars from approved sources to
site of work, including cost and
conveyance of binding wire, 0.77 Tons 95,000.00 73,150.00
cover blocks, chairs, overlaps,
spacers, dowels, wastage etc.,
and all operational, incidental,
and labour charges such as
cutting, bending, placing in
position tying etc., and sales &
other taxes,on cost of all
materials complete for finished
item of work (APSS No. 126)

-
7

230mm thick. Brick masonry in

superstructure with CM (1:8)
prop: using first class bricks from
approved source having
minimum crushing strength of 40
kg/sqcm. Including cost and
conveyance of all materials like
cement, sand, bricks, water etc.,
to site, including sales & other 45.48 Cum 8,000.00 363,840.00
taxes on all Materials, all
operational, incidental and labour
charges such as mixing cement
mortar, constructing masonry,
scaffolding charges, lift charges,
cutting, etc., complete but
excluding seigniorage charges
for finished item of work.

-
8 Providing of External walls
plastering 20mm thick in two
coats with base coat of 16mm
thick in CM (1:6) and top coat of
4mm thick in CM (1:4) dubara
sponge finish including cost and
conveyance of all materials like
cement, sand, water etc., to site
sales & other taxes on all
materials, all operational,
incidental and labour charges
such as mixing mortar,
scaffolding charges, lift charges,
562.23 Sqm 600.00 337,338.00
finishing, including cutting of
Grooves wherever necessary as
directed by Engineer - in -
charge, finishing, cutting etc.,
complete but excluding
seigniorage charges for Uneven
Surfaces of Brick wall for finished
item of work. (APSS 901, 903 &
904).

-
9
Providing and finishing external
walls with approved shade of
external weather shade paint for
new work with one coat Primer
and two coats Asian paint Apex
562.23 Sqm 200.00 112,446.00
weather proof, surface
preparation etc, all complete as
per manufacture specification
and as directed at all levels and
locations.

-
10 Supplying and fixing of Jack
centring for footings, columns,
beams and slab, transportation,
labour etc complete for finished 42.27 Sqm 600.00 25,362.00
item of work.

-
11 MS Gate (Size 15'0"x5'0") 1.00 Nos. 50000.00 50,000.00
MS Gate (Size 12'0"x5'0") 1.00 Nos. 40000.00 40,000.00
TOTAL 1,452,252.00
 WEIGHT
S.NO Description NOS LENGTH QTY Total kgs
KG/M
F1 8 1 0.395 3.16
8 1 0.395 3.16
6.32 56 353.92
10 1 0.395 3.95
7 1.5 0.395 4.1475
8.0975 5 40.4875
394.4075

COLUMNS
C1 6 8 0.889 42.672 45 1920.24
6 9 0.889 48.006 16 768.096
2688.336

PBS 144.24
52.63
FOOTING 395
COLUMNS 2689
PB 912
BEAMS 912

4908 KGS

STIRRUPS
COLUMNS 2366 KGS
PB 1325
B 1325 9924
5016