Cost Advantage
Savings In steel consumption
Based on proof or yield strength of steel
1 mt of torkari replaces 1.33 mt of tor-40 ( fe-415)
1 mt of torkari replaces 2.42 mt of ms ( fe-250)
SLABS | TORKARI | TORSTEEL | MS |
---|---|---|---|
BASED ON PROOF OR YIELD STRENGTH | |||
1 MT | 1 MT | 1.325 MT | 2.42 MT |
Slab Thickness | Based on Min. Area of Steel, Min. dia available and Max. spacing permitted | ||
100 mm | 1 MT | 1.57 MT | 1.67 MT |
120 mm | 1 MT | 1.47 MT | 1.67 MT |
Tor - 40 or Fe- 415 | TORKARI |
---|---|
8mm @ spacing S mm | 7mm @ spacing S mm |
10mm @ spacing S mm | 9mm @ spacing 1.075mm or 8.5mm @ spacing S mm |
12mm @ spacing S mm | 9mm @ 0.75 S mm |
16mm @ spacing S mm | 9mm @ 0.42 S mm |
From Original Design with | Convert to |
---|---|
8mm Tor-40 (Fe-415) | 7mm TORKARI with no change in spacing |
6mm MS | 5mm TORKARI with no change in spacing |
|
|||||||
Grade of Steel N/sq.mm | Dia & spacing of stirrups | Based on restricted Characteristic strength of 415N/sq.mm | Based on Actual proof strength of 550 | ||||
Fe-415 (Tor-40) | 8mm @ S mm c/c | 7mm @ 0.775 S mm c/c | 7mm @ S mm c/c | ||||
Fe-415 Tor-40 | 10mm @ S mm c/c | 9mm @ 0.8 S mm c/c | 9mm @ 1.07 S mm c/c | ||||
Fe-415 Tor-40 | 12mm @ S mm c/c | 9mm @ 0.56 S mm c/c | 9mm @ 0.74 S mm c/c | ||||
MS Fe-250 | 5, 6, 6.5 or 7mm @ S c/c | 5mm @ S mm c/c | 5mm @ S mm c/c |
From Original Design with | Convert to | Remarks |
---|---|---|
8mm Tor-40 / Fe-415 | 7mm Torkari with no change in spacing | This conversion ensures atleast same strength as with original design |
7, 6.5, 6 mm MS Fe-250 | 5mm Torkari with no change in spacing |
TORKARI | TORSTEEL | MS | |
BASED ON PROOF OR YIELD STRENGTH | |||
1 MT | 1.325 MT | NA | |
BASIC RATE / TON | 37960/- | 32400/- | NA |
COST | 37960/- | 42930/- | NA |
Sl No | Grade | Dia in mm | Noml. Wt/m tr | Length Mtr/ton | Eqlnt. Qty Tons. | Landed cost per ton | Net Cost/MT | Your Net Savings per ton (Rs) | % of Cost Savings * |
---|---|---|---|---|---|---|---|---|---|
1 | TMT | 10 | 0.617 | 1621 | 1.272 | 41000 | 52159 | 4159 | 8.0 |
TORKARI | 9 | 0.485 | 2062 | 1.000 | 48000 | 48000 | |||
2 | TMT | 8 | 0.395 | 2532 | 1.308 | 42000 | 54934 | 6934 | 12.6 |
TORKARI | 7 | 0.302 | 3311 | 1.000 | 48000 | 48000 | |||
3 | M S | 6 | 0.222 | 4505 | 1.442 | 48000 | 57662 | 9662 | 16.8 |
TORKARI | 5 | 0.154 | 6494 | 1.000 | 48000 | 48000 |
COST SAVINGS FOR TYPICAL SLAB
SLAB PANEL = 4m × 4m (2 way slab)
1. SAVINGS DUE TO MATERIAL.
"Spacing as per design" | No of rods for 4 mt span per mt length | "Weight in kgs" | Landed cost in Rs. per ton | Total Cost in Rs. |
---|---|---|---|---|
CONVENTIONAL DESIGN USING 8mm TMT | ||||
8mm TMT @250 mm c/c | 136 | 53.72 | 48380 | 2598.57 |
TORKARI DESIGN USING 7mm Torkari (Fe-550) grade steel | ||||
7mm Torkari @200mm c/c | 136 | 41.072 | 55460 | 2277.85 |
SAVINGS | 321.12 | |||
PERCENTAGE SAVINGS | 12.36% | |||
SAVINGS PER TON IN RS. | 5,977.67 |
2. SAVINGS DUE TO LABOUR
Steel Used | "Labour cost per ton" | "Weight in kgs as per above" | "Labour cost for above quantities" |
---|---|---|---|
8mm Tor-40 | 5000 | 53.72 | 268.60 |
7mm TORKARI | 5000 | 41.072 | 205.36 |
SAVINGS in Rs. | 63.24 | ||
PERCENTAGE SAVINGS | 23.54% | ||
SAVINGS PER TON IN RS. | 1,177.22 | ||
TOTAL SAVING PER TON | 7,154.89 |
S.No | Tor-40 | Wt/Mtr (kg) | Qty (mt) | Rate/mt (₹) | Amount (₹) |
---|---|---|---|---|---|
1 | 6mm MS | 0.250 | 8.25 | 25,480 | 2,04,600 |
2 | 8mm | 0.395 | 33.50 | 26,000 | 8,71,000 |
3 | 10mm | 0.617 | 2.5 | 25,600 | 64,000 |
TOTAL | 44.250 | 11,39,600 | |||
4 | 5mm Tk | 0.154 | 5.082 | 30,100 | 1,52,968 |
5 | 7mm Tk | 0.302 | 25.613 | 29,400 | 7,53,012 |
6 | 8mm Tk | 0.500 | 2.026 | 29,400 | 59,562 |
TOTAL | 32.721 | 9,65,542 | |||
TOTAL SAVINGS PER LOCK | 1,74,057 | ||||
% AGE OF SAVINGS | 15% | ||||
SAVINGS FOR 21 BLOCKS | 36.50 Lakhs |
L&T – SERENE COUNTY, HYDERABAD
Estimation of Steel Quantities
“Area per slab ( sq.mtr)” | “Total Area G+ 14 X 10 towers” | Co-efficient for 8mm Tor-40 (kg/m3) | “Total quantity of 8mm tor-40 (slab thickness = 115mm)” |
---|---|---|---|
2143 | 321450 | 65 | 2402.84 |
1. SAVINGS DUE TO MATERIAL
“Spacing as per design” | Total length in mts | Total Quantity in tons | Landed cost per ton in Hyderabad in Rs. (March 2008) | TOTAL COST |
---|---|---|---|---|
“8y (Fe-415) @ 200mm c/c” | 6083136.08 | 2402.84 | 43160 | 103706520 |
“7y (TORKARI) @ 200mm c/c” | 6083136.08 | 1837.11 | 50805 | 93334226 |
TOTAL SAVINGS in Rs. | 10372294 | |||
PERCENTAGE SAVINGS | 10% | |||
SAVINGS PER TON IN Rs. | 4317 | |||
TOTAL SAVINGS in Rs. | 7930210 |
PROJECT CASE STUDY – GREEN ACRES
S.No | Tor-40 | Wt/Mtr (kg) | Qty (mt) | Rate/mt (₹) | Amount (₹) |
---|---|---|---|---|---|
1 | 6mm MS | 0.250 | 8.25 | 25,480 | 2,04,600 |
2 | 8mm | 0.395 | 33.50 | 26,000 | 8,71,000 |
3 | 10mm | 0.617 | 2.5 | 25,600 | 64,000 |
TOTAL | 44.250 | 11,39,600 | |||
4 | 5mm Tk | 0.154 | 5.082 | 30,100 | 1,52,968 |
5 | 7mm Tk | 0.302 | 25.613 | 29,400 | 7,53,012 |
6 | 8mm Tk | 0.500 | 2.026 | 29,400 | 59,562 |
TOTAL | 32.721 | 9,65,542 | |||
TOTAL SAVINGS PER LOCK | 1,74,057 | ||||
% AGE OF SAVINGS | 15% | ||||
SAVINGS FOR 21 BLOCKS | 36.50 Lakhs |