Tile work rate analysis is mainly depend on the area where the tiling is to be done. Tile work rate analysis is depend on the size and type of tile available in market. For different type of tiles, rate analysis will be different. Rate analysis for tiling work also depends on material of the tile, size of tile, shape of the tile, thickness of the tile. Depending on size and materials, labour rate for tiling is also varies.
1. RATE ANALYSIS FOR FLOORING: Vitrified tile flooring in CM 1:5
Item Details: Vitrified tile flooring 35mm thick sub base in CM 1:5 with Cement slurry
Quantity Assumed: 100sq-m
Rate Assumed,
Vitrified tile: 550 Rs per sqm
Cement: 280 Rs per bag
Crush sand: 990 Rs per Cu-m
Labour charges: 280 per sq-m
Material Factor calculations:
Qty. of wet mortor | 1m x 1m x 0.035m = 0.035cum |
Dry vol of mortor | Wet volume + 20% Bulkage factor = 0.035 cum + 0.007 cum = 0.042 cum per Sq.m |
RATE ANALYSIS FOR FLOORING: Vitrified tile flooring in CM 1:5
Item No. | Item | Explaination | Quantity | Unit | Rate/unit | Amount |
A | Material | |||||
a | Vitrified tile | 100 | Sqm | 550 | 55000 | |
b | Mortar | For 1 Sqm = 0.042 cum for 100 Sqm = 4.2 cum Therefore, 4.2/(Sum of proportion) Therefore,4.20 cum/(1+5) Therefore, Value for One (1) is 0.7 | ||||
Cement | 0.7 cum x 30 | 21 | cum | 280 | 5880 | |
(1cum = 30 bags) | ||||||
Crushed Sand | 0.7 cum x 5 | 3.5 | cum | 990 | 3465 | |
Add extra cement for backing paste | 0.1 bag per Sqm x 100 sqm | 10 | bag | 280 | 2800 | |
Total of A | 67145 | |||||
B | Labour charges | 100 | sq-m | 280 | 28000 | |
C | Wastage @ 5% | 3357.25 | ||||
D | Scaffolding & tools @ 1% | 671.45 | ||||
E | Water & electricity including curing @ 2% | 1342.9 | ||||
Total | 100516.6 | |||||
F | Add for profit & Overhead @15% | 15077.49 | ||||
Total rate | For 100sq-m | 115594.09 | ||||
Total rate | For 1sq-m | 1155.9 |
2. TILING WORK RATE ANALYSIS: Vitrified tile for wall in CM 1:2 dado
Item Details: Vitrified tile for wall (Dado) 15mm thick backing CM 1:2
Quantity Assumed: 100sq-m
Rate Assumed,
Vetrified tile: 550 Rs per sqm
Cement: 280 Rs per bag
Crush sand: 990 Rs per Cu-m
Labour charges: 280 per sq-m
Material Factor calculations:
Qty. of wet mortor | 1m x 1m x 0.015m = 0.015cum |
Dry vol of mortor | Wet volume + 20% Bulkage factor = 0.015 cum + 0.003 cum = 0.018 cum per Sq.m |
TILING WORK RATE ANALYSIS: Vitrified tile for wall in CM 1:2
Item No. | Item | Explaination | Quantity | Unit | Rate/unit | Amount |
A | Material | |||||
a | Vitrified tile | 100 | Sqm | 450 | 45000 | |
b | Mortar | For 1 Sqm = 0.018 cum for 100 Sqm = 1.8 cum Therefore, 1.8/(Sum of proportion) Therefore,1.80 cum/(1+2) Therefore, Value for One (1) is 0.6 | ||||
Cement | 0.6 cum x 30 | 18 | cum | 280 | 5040 | |
(1cum = 30 bags) | ||||||
Screened Sand | 0.6 cum x 2 x1.25 | 1.5 | cum | 2650 | 3975 | |
Add 25% as a screening wastage | ||||||
Total of A | 54015 | |||||
B | Labour charges | 100 | sq-m | 280 | 28000 | |
C | Wastage @ 5% | 2700.75 | ||||
D | Scaffolding & tools @ 1% | 540.15 | ||||
E | Water & electricity including curing @ 2% | 1080.3 | ||||
Total | 86336.2 | |||||
F | Add for profit & Overhead @15% | 12950.43 | ||||
Total rate | For 100sq-m | 99286.63 | ||||
Total rate | For 1sq-m | 992.9 |
3. TILING WORK RATE ANALYSIS: Kota stone flooring in CM 1:5
Item Details: Kota stone flooring (Hand dressed/machine cut) on 50mm thick sub base in CM 1:5 with Cement Paste
Quantity Assumed: 100sq-m
Rate Assumed,
Kota stone: 280 Rs per sqm
Cement: 280 Rs per bag
Crush sand: 990 Rs per Cu-m
Labour charges: 380 per sq-m
Material Factor calculations:
Qty. of wet mortor | 1m x 1m x 0.05m = 0.05cum |
Dry vol of mortor | Wet volume + 20% Bulkage factor = 0.05 cum + 0.01 cum = 0.06 cum per Sq.m |
TILING WORK RATE ANALYSIS: Kota stone flooring rate analysis in CM 1:5
Item No. | Item | Explaination | Quantity | Unit | Rate/unit | Amount |
A | Material | |||||
a | Kota Stone | Considering 20% hand dressing /cutting wastage 100 Sqm + 20 Sqm | 120 | sq-m | 280 | 33600 |
b | Mortar | For 1 Sqm = 0.06 cum for 100 Sqm = 6.0 cum Therefore, 6.0/(Sum of proportion) Therefore,6.00 cum/(1+5) Therefore, Value for One (1) is 1 | ||||
Cement | 1 cum x 30 | 30 | cum | 280 | 8400 | |
(1cum = 30 bags) | ||||||
Crushed Sand | 1 cum x 5 | 5 | cum | 990 | 4950 | |
Add extra cement for backing paste | 0.1 bag per Sqm x 100 sqm | 10 | bag | 280 | 2800 | |
Total of A | 49750 | |||||
B | Labour charges | 100 | sq-m | 380 | 38000 | |
C | Wastage @ 5% | 2487.5 | ||||
D | Scaffolding & tools @ 1% | 497.5 | ||||
E | Water & electricity including curing @ 2% | 995 | ||||
Total | 91730 | |||||
F | Add for profit & Overhead @15% | 13759.50 | ||||
Total rate | For 100sq-m | 105489.50 | ||||
Total rate | For 1sq-m | 1054.9 |
Note: Rate for labour, materials may be varies depending on location, time period and availability of materials.
I’m impressed, I have to admit. Seldom do I encounter a blog that’s both equally educative and amusing, and let me tell you, you’ve hit the nail on the head. The issue is something too few people are speaking intelligently about. Now i’m very happy I came across this in my search for something relating to this.
Howdy, i read your blog occasionally and i own a similar one and i was just wondering if you get a lot of spam feedback? If so how do you stop it, any plugin or anything you can recommend? I get so much lately it’s driving me mad so any support is very much appreciated.
Greetings! Very helpful advice in this particular post! It’s the little changes which will make the most important changes. Thanks for sharing!
Great article! We will be linking to this great article on our site. Keep up the great writing.