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Compound Wall 2

The document provides a quantity sheet for construction work involving excavation, concrete work, reinforcement, and masonry work for compound walls. It includes 17 line items with descriptions of the construction elements, specifying units of measurement, numbers, lengths, widths, depths, and total quantities for each item. Elements include excavation, bed concrete, footings, columns, beams, reinforced concrete walls, brickwork, plastering, and painting. Formwork and reinforcement requirements are also specified.

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35 views16 pages

Compound Wall 2

The document provides a quantity sheet for construction work involving excavation, concrete work, reinforcement, and masonry work for compound walls. It includes 17 line items with descriptions of the construction elements, specifying units of measurement, numbers, lengths, widths, depths, and total quantities for each item. Elements include excavation, bed concrete, footings, columns, beams, reinforced concrete walls, brickwork, plastering, and painting. Formwork and reinforcement requirements are also specified.

Uploaded by

Sitaram PREDCR
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
You are on page 1/ 16

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 0.6 1.5
CUM 1 52.63 0.6 1.5
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 0.6
CUM 1 52.63 1.5 0.6
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

129.816
47.367
177.18

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 removed
409.96
1496.09

6.93
0.94
2.37
0.23
10.47
129.82
47.37
177.18
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
COMPOUND WALL

S.No Description of Work UNIT QUANTITY RATE


Earth work Excavation for
1 CUM 126 300
Footings

Earth work Excavation for CUM


2 178.00 300.00
CRS:-

Refilling with Excavated soil


3 CUM 77.00 200.00
for Footings

5 P.C.C. Bed FOR FOOTINGS CUM 10.50 5,500.00

6 P.C.C. Bed below Plinth Beam CUM 5 5500

7 P.C.C Below CRS Wall CUM 7.5 5500

8 FOOTING CUM 18.75 8650

9 COLUMNS CUM 33.00 9,250.00

10 PLINTH BEAM CUM 13.00 8,650.00

11 BEAMS CUM 14.00 9,000.00

12 CRS WALL CUM 178.00 6,500.00

13 9" Brick work CUM 130.00 8,000.00

14 External Walls Plastering SQM 601.00 600.00

15 External Walls Painting SQM 601.00 175.00

16 Centring Work SQM 1,237.00 600.00

17 Reinforcement tons 10.00 95,000.00

TOTAL

1 Architectural Drawings, Elevations, Structural Drawings, Estimates

TOTAL - A
1 Add GST @ 18 %
GRAND TOTAL (A+B)
Amount
37800

53400

15400

57750

27500
0
41250

162187.5

305250

112450

126000

1157000

1040000

360600

105175

742200

950000

5293962.50

164112.84

5458075.34
982453.56
6440528.90

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