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Ajay

This document provides a bill of quantities for construction work on a commercial building. It includes 13 items describing work related to excavation, concrete work, brickwork, doors and windows, plastering and more. Quantities are provided for excavation of footing and beams totaling 37.74 cubic meters. Concrete work includes 50.63 cubic meters of footing concrete and 7.84 cubic meters of flooring concrete. Brickwork makes up 21.98 cubic meters of basement walls and 16.16 cubic meters of superstructure walls. Other items include steel reinforcement totaling 1.45 tons and plastering of 1,103.62 square meters of internal walls.

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dreamdesignstudio017
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24 views7 pages

Ajay

This document provides a bill of quantities for construction work on a commercial building. It includes 13 items describing work related to excavation, concrete work, brickwork, doors and windows, plastering and more. Quantities are provided for excavation of footing and beams totaling 37.74 cubic meters. Concrete work includes 50.63 cubic meters of footing concrete and 7.84 cubic meters of flooring concrete. Brickwork makes up 21.98 cubic meters of basement walls and 16.16 cubic meters of superstructure walls. Other items include steel reinforcement totaling 1.45 tons and plastering of 1,103.62 square meters of internal walls.

Uploaded by

dreamdesignstudio017
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLS, PDF, TXT or read online on Scribd
You are on page 1/ 7

Name Of Work: Commercial Building (G.

F)
Client Name :
Sl.No Description Of Work Nos Length Breadth Depth Quantity Unit

1 Earth Work Excavation for foundation:-

(a) Footing Excavation:


Footing F1 10 5.00 5.00 5.00 1250.00
(b) Earth Beam Excavation:
Cross Wall
Cross Wall 1 40.50 1.25 0.50 25.31
Long wall:
Long wall 1 91.50 1.25 0.50 57.19
1332.50 C.Ft
Say 37.74 m³
2 P.C.C Work in cm 1:5:10 using 40mm Jally
(a) P.C.C for Footing:

Footing F1 10 4.50 4.50 0.25 50.63

(b) P.C.C for Earth Beam


Cross Wall
Cross Wall 1 40.50 1.25 0.50 25.31
Long wall:
Long wall 1 91.50 1.25 0.50 57.19
(c) Flooring
Room 1 13.50 32.25 0.33 143.67
276.80 C.Ft
Say 7.84 m³
Earth Refilling Work for Excavated area using
3 excavated soil
Earth Work Qty 1 1332.50 1.00 1.00 1332.50
Deduction
P.C.C Qty -1 133.13 1.00 1.00 -133.13
RCC Column Footing & Coping -1 120.00 1.00 1.00 -120.00
Column C1 -1 37.50 1.00 1.00 -37.50
1041.88 C.Ft
Say 29.51 m³

Filling to footing pit and basement using excavted


4
and outside soil with Consolidation Work:-

Room -1 1 13.50 32.25 4.50 1959.19


1959.19 C.Ft
Say 55.49 m³

R.C.C mix 1:2:4 using 20mm Metal for all structural


5
elements Excluding Shuttering, steel work

(a) Footing:

Footing F1 10 4.00 4.00 0.75 120.00

(b) Below Basement

Column C1 10 0.75 1.00 5.00 37.50


(c) Earth Beam:
Cross Wall
Cross Wall 1 40.50 0.75 1.25 37.97
Long wall:
Long wall 1 91.50 0.75 1.25 85.78
Name Of Work: Commercial Building (G.F)
Client Name :
Sl.No Description Of Work Nos Length Breadth Depth Quantity Unit
(d) Tie Beam:
Cross Wall
Cross Wall 1 47.00 0.42 0.42 8.29
Long wall:
Long wall 1 76.50 0.75 0.42 24.10
(e) Lintel Beam:
Cross Wall
Cross Wall 1 47.00 0.42 0.42 8.29
Long wall:
Long wall 1 91.50 0.75 0.42 28.82
Sill Concrete
Window W 4 4.00 0.75 0.42 5.04
Flooring F1 1 322.00 1.00 0.32 103.04
Sunshade W 4 4.00 1.50 0.25 6.00
(f) Roof Beam:
Cross Wall
Cross Wall 1 24.00 0.42 0.42 4.23
Long wall:
Long wall 1 91.50 0.75 0.42 28.82
(g) Roof Slab:
Roof slab
Slab 1 13.50 32.25 0.42 182.86
680.75 C.Ft
Say 19.28 m³
Fabrication Of Steel including Material, Barbending
6
labour etc., Complete
R.C.C Qty Footings 1 120.00 3.40 90.00 305.86
R.C.C Qty Column 1 37.50 1.06 120.00 127.44
R.C.C Qty Grade Beam 1 123.75 3.50 120.00 420.56
R.C.C Qty Tie Beam 1 32.39 0.92 115.00 105.48
R.C.C Qty Lintel Beam 1 151.19 4.28 115.00 492.42
R.C.C Qty Roof Beam 1 33.06 0.94 115.00 107.66
R.C.C Qty Roof Slab 1 132.00 3.74 90.00 336.45
1451.77 Kg
1.45 Ton
Basement wall using Chamber Brick with 9" thick in
7
CM 1:8 for All Basement Walls complete.
Cross Wall
Cross Wall 2 27.00 0.75 5.00 202.50
Long wall:
Long wall 2 76.50 0.75 5.00 573.75
776.25 C.Ft
21.98 m³

Superstructure wall using Chamber Brick with 9" thick


8
in CM 1:6 for All Walls complete.

Cross Wall
Cross Wall 1 21.00 0.42 10.00 88.20
Long wall:
Long wall 1 91.50 0.75 10.00 686.25
Deduction:-
Door D -3 8.00 0.75 8.00 -144.00
Window W -4 5.00 0.75 4.00 -60.00
570.45 C.Ft
Name Of Work: Commercial Building (G.F)
Client Name :
Sl.No Description Of Work Nos Length Breadth Depth Quantity Unit
Say 16.16 m³
Name Of Work: Commercial Building (G.F)
Client Name :
Sl.No Description Of Work Nos Length Breadth Depth Quantity Unit
9 Window Supply & Fixing work
Window W 4 4.00 - 4.00 64.00

64.00 S.Ft

Say 5.95 m²
10 Door Supply & Fixing work
Main Door Shutter 2 7.00 - 3.00 42.00
42.00 S.Ft
Say 3.90 m²

Wall Plastering work for internal wall in cm 1:5 with


11
12mm thick

Wall cross wall 1 21.00 - 10.00 210.00


Wall Long wall 1 91.50 - 10.00 915.00
Window W Jambs 4 18.00 0.75 - 54.00
Shutter Jambs 0 24.00 0.75 - 0.00
Deduction:-
Shutter S 0 8.00 - 89.00 0.00
Window W -4 4.00 - 4.00 -64.00
1115.00 S.Ft
Say 103.62 m²
Wall Plastering work for External wall in cm 1:6 with
12
20mm thick
Wall Cross wall 1 21.00 - 10.00 210.00
Wall Long wall 1 91.50 - 14.00 1281.00
Deduction:-
Shutter S 0 8.00 8.00 0.00
Window W -4 4.00 - 4.00 -64.00
1427.00 S.Ft
Say 132.62 m²
13 Grano Flooring Finishing Work
Room 1 322.00 1.00 - 322.00
322.00 S.Ft
Say 29.93 m²
14 Bare Galvolume Sheet with Supply & Fixings

Roofing Area 0 0.00 0.00 - 0.00


0.00 S.Ft
Say 0.00 m²
15 Painting Work Sq.Ft
Electrical concealed wiring with switches Excluding
16 Points
circuit MCB fittings, light & fan fittings etc.,

17 Round Off L.S


Name Of Work: Commercial Building (G.F)
Client Name :
Sl.No Description Of Work Nos Length Breadth Depth Quantity Unit
R.C.C mix 1:2:4 using 20mm Metal for all structural
1
elements Excluding Shuttering, steel work
(a) Column
Column C1 10 0.75 1.00 10.00 75.00
(b) Lintel Beam:
Cross Wall
Cross Wall 1 47.00 0.42 0.42 8.29
Long wall:
Long wall 1 91.50 0.75 0.42 28.82
Sill Concrete
Window W 4 4.00 0.75 0.42 5.04
Flooring F1 1 322.00 1.00 0.32 103.04
Sunshade W 4 4.00 1.50 0.25 6.00

(c) Roof Beam:


Cross Wall
Cross Wall 1 24.00 0.75 0.42 7.56
Long wall:
Long wall 1 91.50 0.75 0.42 28.82
(d) Roof Slab:
Roof slab
Slab 1 13.50 32.25 0.42 182.86
445.43 C.Ft
Say 12.61 m³
Fabrication Of Steel including Material, Barbending
2
labour etc., Complete
R.C.C Qty Column 1 75.00 2.12 120.00 254.89
R.C.C Qty Lintel Beam 1 151.19 4.28 115.00 492.42
R.C.C Qty Roof Beam 1 36.38 1.03 115.00 118.49
R.C.C Qty Roof Slab 1 132.00 3.74 90.00 336.45
747.30 Kg
0.75 Ton
Superstructure wall using Chamber Brick with 9" thick
3
in CM 1:6 for All Walls complete.
Cross Wall
Cross Wall 1 21.00 0.42 10.00 88.20
Long wall:
Long wall 1 91.50 0.75 10.00 686.25
Deduction:-
Door D -3 8.00 0.75 8.00 -144.00
Window W -4 5.00 0.75 4.00 -60.00
570.45 C.Ft
Say 16.16 m³
4 Window Supply & Fixing work
Window W 4 4.00 - 4.00 64.00
64.00 S.Ft
Say 5.95 m²
5 Door Supply & Fixing work
Main Door Shutter 2 7.00 - 3.00 42.00
42.00 S.Ft
Say 3.90 m²
Name Of Work: Commercial Building (G.F)
Client Name :
Sl.No Description Of Work Nos Length Breadth Depth Quantity Unit

Wall Plastering work for internal wall in cm 1:5 with


6
12mm thick

Wall cross wall 1 21.00 - 10.00 210.00


Wall Long wall 1 91.50 - 10.00 915.00
Window W Jambs 4 18.00 0.75 - 54.00
Shutter Jambs 0 24.00 0.75 - 0.00
Deduction:-
Shutter S 0 8.00 - 89.00 0.00
Window W -4 4.00 - 4.00 -64.00
1115.00 S.Ft
Say 103.62 m²
Wall Plastering work for External wall in cm 1:6 with
7
20mm thick
Wall Cross wall 1 21.00 - 10.00 210.00
Wall Long wall 1 91.50 - 16.00 1464.00
Deduction:-
Shutter S 0 8.00 8.00 0.00
Window W -4 4.00 - 4.00 -64.00
1610.00 S.Ft
Say 149.63 m²
8 Grano Flooring Finishing Work
Room 1 322.00 1.00 - 322.00
322.00 S.Ft
Say 29.93 m²

9 Bare Galvolume Sheet with Supply & Fixings

Roofing Area 0 0.00 0.00 - 0.00


0.00 S.Ft
Say 0.00 m²
10 Painting Work Sq.Ft

Electrical concealed wiring with switches Excluding


11 Points
circuit MCB fittings, light & fan fittings etc.,

12 Round Off L.S


ABSTRACT

Name Of Work: Commercial Building (G.F)

Client Name :

Sl.NO DESCRIPTION OF WORK UNIT QTY RATE AMOUNT

1 Earth Work Excavation for foundation:- m³ 37.74 504.00 19019.54

2 P.C.C Work in cm 1:5:10 using 40mm Jally m³ 7.84 4368.00 34241.20

3 Earth Refilling Work for Excavated area using excavated soil m³ 29.51 470.40 13879.86

Filling to footing pit and basement using excavted and outside


4 m³ 55.49 705.60 39150.46
soil with Consolidation Work:-

R.C.C mix 1:2:4 using 20mm Metal for all structural elements
5 m³ 31.89 11088.00 353596.32
Excluding Shuttering, steel work

5 a Shuttering Work including labour Charges m³ 31.89 6384.00 203585.76

Fabrication Of Steel including Material, Barbending labour etc.,


6 MT 2.20 120960.00 266112.00
Complete

Basement wall using Chamber Brick with 9" thick in CM 1:8 for
7 m³ 21.98 10248.00 225290.57
All Basement Walls complete.

Superstructure wall using Chamber Brick with 9" thick in CM 1:6


8 m³ 32.32 10416.00 336645.12
for All Walls complete.

9 Window Supply & Fixing work m² 11.90 9744.00 115953.60

10 Door Supply & Fixing work m² 7.80 10248.00 79934.40

11 Wall Plastering work for internal wall in cm 1:5 with 12mm thick m² 207.24 487.20 100967.33

12 Wall Plastering work for External wall in cm 1:6 with 20mm thick m² 282.25 638.40 180188.40

13 Grano Flooring Finishing Work m² 59.86 756.00 45254.16

14 Bare Galvolume Sheet with Supply & Fixings Sq.Ft 0.00 302.40 0.00

15 Painting Work Sq.Ft 896.00 75.60 67737.60

Electrical concealed wiring with switches Excluding circuit MCB


16 Points 140.00 1092.00 152880.00
fittings, light & fan fittings etc.,

17 Rolling Shutter & Fitting and Install L.S 2.000 - 50000

18 Round Off L.S - - 564.00

Total 2285000.33

(Rupees Twenty Two Lakhs And Eighty Five Thousand Only)

Note :

This Abstract Does not include EB, Plan Aproval, Bore, Cubbord work And Interior

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