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Construction Cost Estimation Guide

This document provides a detailed estimation for the construction of a proposed building with dimensions of 27, Navarathinanagar, BPL Complex, Karaikudi – 630 001. It includes a breakdown of costs for various construction items such as earthwork excavation, cement concreting, centering and bar bending, plastering, and miscellaneous expenses. The total estimated cost is Rs. 364,160 for a total construction area of 2,700 square feet, working out to a rate of Rs. 134.87 per square foot.

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178 views2 pages

Construction Cost Estimation Guide

This document provides a detailed estimation for the construction of a proposed building with dimensions of 27, Navarathinanagar, BPL Complex, Karaikudi – 630 001. It includes a breakdown of costs for various construction items such as earthwork excavation, cement concreting, centering and bar bending, plastering, and miscellaneous expenses. The total estimated cost is Rs. 364,160 for a total construction area of 2,700 square feet, working out to a rate of Rs. 134.87 per square foot.

Uploaded by

ganesh15
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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27, Navarathinanagar, BPL Complex

Karaikudi – 630 001.

Detailed Estimation for construction of proposed building

Sl. Dimensions Volume Area Rate per Total


Item of work Nos
No L B D Cub. Ft Sq. ft cub.ft sq. ft Amount

1 Earthwork excavation
(i) foundation trench 14 4 4 7 1568
(v) Brick laying forPlinth
1 300 8 inch 6 inch 100
beam
1668 6 10000
2 Cement concrete 1:5:10
(i) Foundation concrete 14 4 4 6 inch 112
(ii)Flooring concrete 1 49 26 6 inch 637
750 20 15000
3 Cement concrete 1:2:4
(i) column footings 14 4 4 9 inch 168
(ii) column upto GL 14 15 inch 9 inch 5 65.6
(iii) column up to first floor 14 15 inch 9 inch 30 394
(iv) Plinth beam 1 300 9 inch 1 225
(v) lintel beam 2 300 9 inch 1 450
(vi) kitchen work top 1 30 2 3 inch 15
(vii) loft 1 70 2 3 inch 35
(viii) Low roof above toilet 250 5 inch 105
(ix) staircase 2 22 3.5 4 inch 51
1508 30 45240
4 Cement concrete 1:1.5:3
(i) Roof at level 1 1 50 27 6 inch 675
(ii) Roof beam at level 1 1 210 8 inch 9 inch 105
(iii) roof at level 2 1 50 27 6 inch 675
(iv) Roof beam at level 2 1 210 8 inch 9 inch 105
1560
Deduction
(i) Deduction in roof level 1 1 15 3 6 inch 22.5
(ii) Deduction in roof level 1 11 10 6 inch 55
78
1482 50 74100
5 Centering and barbending
(i) column work 14 35 ft length 490 ft 80 per ft 39200
(ii) Earth beam 1 300 ft length 300 ft 35 per ft 10500
Sl. Dimensions Volume Area Rate per Total
Item of work Nos
No L B D Cub. Ft Sq. ft cub.ft sq. ft Amount

(iii) lintel 2 300 ft length 600 ft 35 per ft 21000


(iv) Roof slab 1 1
2470 sq ft 2470 35 per sq. ft
(v) Roof slab 2 1 86450
(vi) Staircase 2 80 sq. ft 80 sq. ft 35 per sq. ft 2800
(vii) loft 1 140 sq. ft 140 sq. ft 35 per sq. ft 4900
(viii) Kitchen wotk top 1 60 sq. ft 60 sq. ft 35 per sq. ft 2100
(xi) low roofabove toilet 1 250 sq. ft 250 sq. ft 35 per sq. ft 8750
6 plastering 1640 sq.ft 8 per sq.ft 13120
7 Miscellaneous expenses
(i) Earthwork excavation
5 days duration 500 per day
work 2500
(ii) cement concrete work
3 days duration 500 per day
1:5:10 1500
(iii) Cement concrete work
15 days duration 500 per day
1:2:4 7500
(iv) Roof concrete work 2 days duration 3000 per day 6000
(v) centering and 15 days duration 500 per day 7500
(x) Equipment and
Miscellaneous 6000
machinery rent
TOTAL COST 364160
TOTAL AREA 2700 sq.ft
RATE PER SQ.FT 134.87
QUOTED RATE 135 / sq.ft

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