Irr 210705

ECC DIVISION (ENGINEERING CONSTRUCTION & CONTRACTS )

COMPARATIVE STATEMENT

SLNO

M/S MIVAN

DESCRIPTION UOM Qty.

RS RS

@ 180USD/Sq.M, 28Kg/Sq.M, and Rs. 44/USD

1 Aluminium Formwork MT 1 282857 240000

Exchange Rate

Total Basic Price in IRS 282857 240000

Delivery Basis

Freight (for EXW/FOB offers)

Insurance (for EXW/FOB/C&F offers) 3536

Total C.I.F Price in IRS 286393 240000

Basic Custom Duty @ 10% 28639

Counter Vailing Duty @ 16%/ ED 16.32% 50405 39168

Cess on CVD @ 2% 1008

Cess on Custos Duty @ 2% 1601

Sales Tax @ 10%

Port + Transport charges 400+300) 3000 3000

Intrest Charges (3.41+.5%) 471.24

Total Cost 371518 282168

Less Cenvat

Landed Cost

Total Landed Cost RS 371518 282168

A B

Differnce (A - B) R 89350

Savings on using L&T 31.67%

Aluminium Formwork

L&T Aluminium Formwork

AKS\\C:\ARUN\PROD DEV\ALUMINIUM\SUMMARY.XLS

SL NO: SYSTEM MATERIAL NOS DRAWING AVAILABILITY

1 COLUMN FORMWORK SOURCE

PANELS 153.86 6.48 2374.44COLUMN PANEL 600X2650 ALUMINIUM 4 38.466 153.86 6.48 2374.44 A EDRCSTRUCTURAL SPANS / EXTRUSIONS 23.52 6.48 362.96VERTICAL CORNER -EXTERNAL 2.7m long ALUMINIUM 4 4.79 19.16 6.48 295.68 A MIVANROCKER/PIVOT BLOCK-0.6 m long ALUMINIUM 4 1.09 4.36 6.48 67.28 2737.41 A MIVANACCESSORIES 0.00 0.00 0.00CONNECTORS/TIESYSTEMS 6.78 6.48 104.63FLAT TIES STEEL 6 0.33 1.98 6.48 30.56 NA NAPINS AND WEDGES STEEL 48 0.1 4.80 6.48 74.07 NA NAPROPS/ MS COMPONENTS 65.64 6.48 1012.96PROP CT 300(DN) STEEL 2 15.73 31.46 6.48 485.49 A DOKASUPPORTING BRACKET STEEL 2 7.56 15.12 6.48 233.33 A DOKAFOOT ADAPTER ASSEMBLY STEEL 2 9.53 19.06 6.48 294.14 A DOKA

TOTAL 3855.00

2 BEAM FORMWORK

PANELS 262.90 12.60 2086.51ADJ. PANELS FOR BEAM SIDES(1.2M LONG) ALUMINIUM 20 9.67 193.40 12.60 1534.92 A EDRCADJ. PANELS FOR BEAM BOTTOM(1.2M LONG) ALUMINIUM 10 6.95 69.50 12.60 551.59 A EDRCSTRUCTURAL SPANS / EXTRUSIONS 452.24 12.60 3589.21 4109.37BEAM SUPPORT(ALUMINIUM) ALUMINIUM 12 21.24 254.88 12.60 2022.86 A EDRCALU SPAN OUTER BEAM(MIVAN MID BEAM) 2.25 M LONG ALUMINIUM 10 14.96 149.60 12.60 1187.30 A MIVANALU SPAN INNER BEAM 1 M LONG(ASSUMED) ALUMINIUM 8 5.97 47.76 12.60 379.05 NA NAACCESSORIES 0.00 12.60 0.00CONNECTORS/TIESYSTEMS 8.00 12.60 63.49PINS AND WEDGES STEEL 80 0.1 8.00 12.60 63.49 NA NAPROPS/ MS COMPONENTS 359.04 12.60 2849.52FLOOR PROP CT 300(SN) STEEL 24 14.96 359.04 12.60 2849.52 A DOKA

TOTAL 8588.73

3 WALL FORMWORK

PANELS 366.87 19.44 1987.96

WALL PANEL(600X200) ALUMINIUM 8 35 280.00 19.44 1440.33 A EDRCWALL PANEL (600X300) ALUMINIUM 8 4.53 36.24 19.44 186.42 A EDRCWALL PANEL (900X300) ALUMINIUM 2 6.65 13.30 19.44 68.42 A EDRCWALL PANEL(150X2100) ALUMINIUM 2 7.76 15.52 19.44 79.84 A EDRCWALL PANEL (300X150) ALUMINIUM 2 1.11 2.22 19.44 11.42 A EDRCADJ. PANEL ALUMINIUM 2 19.59 39.18 19.44 201.54 A EDRCSTRUCTURAL SPANS / EXTRUSIONS 54.11 19.44 242.42 2243.55HORZ BULK HEAD STEEL 1 4.1 4.10 19.44 21.09 A EDRCVERTICAL BULK HEAD STEEL 2 9.57 19.14 19.44 98.46 A EDRCWALER( IN R.M) ALUMINIUM 14.4 1.181 17.01 19.44 87.48 A EDRCSTARTER BLOCK (KICKER) ALUMINIUM 2 3.44 6.88 19.44 35.39 A MIVANACCESSORIES 19.44 132.72WORKING PLATFORM BRACKETS ALUMINIUM 4 6.45 25.80 19.44 132.72 A EDRCCONNECTORS/TIESYSTEMS 92.80 19.44 104.22WALL TIE STEEL 42 0.33 13.86 19.44 71.30 NA NAPIN AND WEDGES STEEL 64 0.1 6.40 19.44 32.92 NA NAPROPS/ MS COMPONENTS 268.30 19.44 1688.27PROP CT 300(DN) STEEL 10 15.73 157.30 19.44 809.16 A DOKASUPPORTING BRACKET STEEL 10 7.56 75.60 19.44 388.89 A DOKAFOOT ADAPTER ASSEMBLY STEEL 10 9.53 95.30 19.44 490.23 A DOKA

TOTAL 4155.59

4 SLAB FORMWORK

PANELS 346.50 21.74 1593.84DECK/SLAB PANEL(11OOX450) OR MIVAN(450 D 1100) ALUMINIUM 35 9.9 346.50 21.74 1593.84 A EDRCSTRUCTURAL SPANS / EXTRUSIONS 171.04 21.74 786.74 2380.58END BEAM(R.M) ALUMINIUM 1.5 13.12 19.68 21.74 90.52 A MIVANALU SPAN INNER BEAM(RM) ALUMINIUM 2.75 5.97 16.42 21.74 75.52 A MIVANALU SPAN OUTER BEAM(MIVAN MID BEAM) 2.25 M LONG(RM) ALUMINIUM 13 6.65 86.45 21.74 397.65 A MIVANSLAB CORNER/ SOFFIT LENGTH(RM) ALUMINIUM 7 6.01 42.07 21.74 193.51 A MIVANBEAM SPLICE BAR (BEAM BAR) ALUMINIUM 10 0.642 6.42 21.74 29.53 NA NAACCESSORIES 0.00 0.00 0.00CONNECTORS/TIESYSTEMS 0.00 0.00 0.00PROPS/ MS COMPONENTS 193.00 21.74 887.76FLOOR PROP CT 410(SN) STEEL 10 19.3 193.00 21.74 887.76 A DOKA

TOTAL 3268.34

5 TABLE FORM+BEAM+COLUMN FORMWORK TOTAL SHUTTERING AREA=111.12 SQ.M

(A)TABLE FORM

(B) COLUMN FORMWORK

© BEAM FORM

PANELS 2248.70 111.12 20236.72TB DECK/SLAB PANEL(11OOX450) OR MIVAN(450 D 1100) ALUMINIUM 66 10.21 673.86 111.12 6064.25 A EDRCCF COLUMN PANEL 600X2650 ALUMINIUM 36 38.466 1384.78 111.12 12461.99 A EDRCBF ADJ. PANELS FOR BEAM SIDES(1.2M LONG) ALUMINIUM 14.1 6.74 95.03 111.12 855.24 A EDRCBF ADJ. PANELS FOR BEAM BOTTOM(1.2M LONG) ALUMINIUM 14.1 6.74 95.03 111.12 855.24 A EDRC

STRUCTURAL SPANS / EXTRUSIONS 2005.89 111.12 18051.52 3828.82TB ALU SPAN OUTER BEAM(MIVAN MB) QTY TAKEN IN R.M ALUMINIUM 53.3 6.65 354.45 111.12 3189.75 A MIVANTB ALU PROP HEAD (TAKEN WT OF STEEL) ALUMINIUM 16 6 96.00 111.12 863.93 A EDRCTB ALU TABLE BEAM (TAKEN WT OF STEEL) ALUMINIUM 33 20 660.00 111.12 5939.52 A EDRCTB CONNECTION PLATE ALUMINIUM 24 1.33 31.92 111.12 287.26 A MIVANTB SLAB CORNER (R.M) ALUMINIUM 28 6.01 168.28 111.12 1514.40 NA MIVANCF VERTICAL CORNER -EXTERNAL 2.7m long ALUMINIUM 36 4.79 172.44 111.12 1551.84 A MIVANCF ROCKER/PIVOT BLOCK-0.6 m long ALUMINIUM 36 1.09 39.24 111.12 353.13 A MIVANBF BEAM SUPPORT(ALUMINIUM) ALUMINIUM 14 21.24 297.36 111.12 2676.03 A EDRCBF ALU SPAN OUTER BEAM(MIVAN MID BEAM) 2.25 M LONG ALUMINIUM 28 6.65 186.20 111.12 1675.67 A MIVAN

ACCESSORIES 0.00 111.12 0.00CONNECTORS/TIESYSTEMS 69.02 111.12 621.13

TB NUTS ALUMINIUM 48 0.05 2.40 111.12 21.60 A EDRCCF FLAT TIES ALUMINIUM 54 0.33 17.82 111.12 160.37 NA NACF PINS AND WEDGES ALUMINIUM 432 0.1 43.20 111.12 388.77 NA NABF PINS AND WEDGES ALUMINIUM 56 0.1 5.60 111.12 50.40 A NA

PROPS/ MS COMPONENTS 1581.16 111.12 14229.30TB EUREX PROP 20-550 (SN) - GI STEEL 16 35.72 571.52 111.12 5143.27 A DOKACF PROP CT 300(DN) STEEL 18 15.73 283.14 111.12 2548.06 A DOKACF SUPPORTING BRACKET STEEL 18 7.56 136.08 111.12 1224.62 A DOKACF FOOT ADAPTER ASSEMBLY STEEL 18 9.53 171.54 111.12 1543.74 A DOKABF FLOOR PROP CT 300(SN) STEEL 28 14.96 418.88 111.12 3769.62 A DOKA

TOTAL 53138.67

WEIGHT PER UNIT

TOTAL WEIGHT

SHUTTERING AREA

PROJECTED WEIGHT IN KG FOR

100 SQ.M OF SHUTTERING AREA

Weight of Aluminum component in the

system

FOR ONE COLUMN 600X600, 2.7 M HEIGHT, SHUTTERING AREA = 6.48 SQ.M

GENERAL ASSEMBLY

BA

SE

D O

N D

AT

A P

RE

PA

RE

D B

Y

AK

S

FOR 12.0 RUNNING METRES OF BEAM 400X250,SHUTTERING AREA=12.6 SQ.M

BA

SE

D O

N D

AT

A P

RE

PA

RE

D B

Y

TK

K

SHUTTERING AREA=19.44SQ.M

BA

SE

D O

N D

AT

A P

RE

PA

RE

D B

Y B

D

SHUTTERING AREA=21.74 SQ.M

BA

SE

D O

N D

AT

A P

RE

PA

RE

D B

Y

BD

PROJECTED WEIGHT IN KG FOR

1000 SQ.M OF SHUTTERING AREA

BA

SE

D O

N D

AT

A

PR

EP

AR

ED

BY

T

KK

FOR TABLE SIZE 8.3MX4.6M, SHUTTERING AREA=38.18Q.M

FOR NINE COLUMNS 600X600, 2.7 M HEIGHT, SHUTTERING AREA = 58.32SQ.M

FOR 14.0 RUNNING METRES OF BEAM 400X250,SHUTTERING AREA=12.6 SQ.M

04/18/2023 09:46:35

3 of 7 document.xls Projection-Abstract

Alu-Form Fab facility8/7/2005

UOM 2002-03 2003-04 2004-5 2005-6 2006-7 2007-8 2008-9 2009-10 2010-11 2011-12 2012-13 C.V.

Total Shuttering area done by ECC m.sqm 3.65 4.8 5.72 6.5 7.6 9.12 10.94 13.13 15.76 18.91 22.69Sales

Township cr 110 110 120 135 150 165 180 195 210 MMRDA

Highrise cr 175 205 240 265 300 325 360 385 400 CIDCOTotal 285 314 360 400 450 490 540 580 610 DDA Dwaraka

cr 285 314 360 400 450 490 540 580 610 DDA Bakkarwala

Projection for SHIS BU 30% 1.72 1.95 2.28 2.74 3.28 3.94 4.73 5.67 6.81m.sqm 1.72 1.95 2.28 2.74 3.28 3.94 4.73 5.67 6.81 S.City

LakshachandiNo. of repetitions/ year nos 45 Oberoi PVAluminum Formwork requirement sqm 38133 43333 50667 60800 72960 87552 105062 126075 151290 Oberoi WoodsAvailable stock (MIVAN) 22000 33733 36587 43349 52130 62534 75045 90053 108064 Highrise avgL&T Alu Form requirement 16133 9600 14080 17451 20830 25018 30017 36022 43226

Quantity in weight (t) 0Wall 11% 39.82 23.69 34.75 43.07 51.41 61.74 74.08 88.90 106.68

Column 14% 61.83 36.79 53.96 66.88 79.83 95.88 115.04 138.05 165.66RC floor (Flat slab) 26% 160.61 95.57 140.17 173.72 207.36 249.05 298.82 358.59 430.31

RC floor (wall & Slab) 11% 42.25 25.14 36.87 45.70 54.55 65.51 78.60 94.33 113.19RC floor (beam area) 20% 132.60 78.90 115.72 143.42 171.20 205.62 246.70 296.05 355.26

(slab area) 17% 65.29 38.85 56.98 70.62 84.30 101.25 121.48 145.78 174.93Total quantity in t. 502 299 438 543 649 779 935 1122 1346

Cost of various systemsWall 2.5 99.5 59.2 86.9 107.7 128.5 154.4 185.2 222.2 266.7

Column 2.3 144.7 86.1 126.3 156.5 186.8 224.4 269.2 323.0 387.6RC floor (Flat slab) 2.3 372.6 221.7 325.2 403.0 481.1 577.8 693.3 831.9 998.3

RC floor (wall & Slab) 2.4 101.8 60.6 88.9 110.1 131.5 157.9 189.4 227.3 272.8RC floor (beam area) 2.4 315.6 187.8 275.4 341.3 407.4 489.4 587.2 704.6 845.5

(slab area) 2.3 151.5 90.1 132.2 163.8 195.6 234.9 281.8 338.2 405.8Total investement on Formwork in Lacs 1186 706 1035 1283 1531 1839 2206 2647 3177

Considering 100 % by New Al. shuttering

Assuming avg cycle time of 5 days and 25 day cycle / month

Rate/ T Rs in Lacs

Shuttering Area Done by Various Regions

DescriptionRegions

OverallMBRO CNRO DLRO HYRO ABRO BLROWall 166125 20000 127922 114696 360000 788743Columns 69020 128275 91400 139584 360000 788279RC Floors( Flat Slab ) 35000 243723 9295 185088 600000 1073106RC Floors ( Wall & Slab str 625095 0 0 0 100000 725095RC Floor Beam 69192 97497 104704 101368 384000 756761RC Floor Slab 103788 146246 157057 152053 576000 1135144

1068220 635741 490378 692789 0 2380000 5267128

16%

6%

3%59%

6%10%

MBRO

WallColumnsRC Floors( Flat Slab )RC Floors ( Wall & Slab structure)RC Floor Beam RC Floor Slab

3%20%

38%15%

23%

CNRO


26%

19%

2%21%

32%

DLRO


15%

15%

20%

14%

14%

22%

OVERALL

Wall ColumnsRC Floors( Flat Slab ) RC Floors ( Wall & Slab structure)RC Floor Beam RC Floor Slab

17%

20%

27%

15%

22%

HYRO

Wall

Columns

RC Floors( Flat Slab )

RC Floors ( Wall & Slab structure)

RC Floor Beam

RC Floor Slab

15%

15%

25%

4%

16%

24%BLRO


DescriptionRegions

OverallMBRO CNRO DLRO HYRO ABRO BLROWall 166125 20000 127922 114696 360000 788743Columns 69020 128275 91400 139584 360000 788279RC Floors( Flat Sla 35000 243723 9295 185088 600000 1073106RC Floors ( Wall & 625095 0 0 0 100000 725095RC Floor Beam 69192 97497 104704 101368 384000 756761RC Floor Slab 103788 146246 157057 152053 576000 1135144

1068220 635741 490378 692789 0 2380000 5267128

1 2 3 4 5 6 7 82002-03 2003-04 20004-05 20005-06 2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 2012-13

Total area system wise 5267128 6320554 7584664 9101597 10921917

Wall 788743 946491.6 1135790 1362948 1635537 1962645 2355174 2826209Column 788279 945934.8 1135122 1362146 1634575 1961490 2353788.48 2824546

RC floor (Flat slab) 1073106 1287727 1545273 1854327 2225193 2670231 3204277.35 3845133RC floor (wall & Slab) 725095 870114 1044137 1252964 1503557 1804268 2165122.07 2598146RC floor (beam area) 756761 908113.2 1089736 1307683 1569220 1883064 2259676.24 2711611

(slab area) 1135144 1362173 1634607 1961529 2353835 2824602 3389521.82 4067426

25%Repetetions 45Catering area

Wall 2243.55 98.31 117.97 141.57 169.88 203.86 244.63 293.55 352.26Column 2737.41 119.88 143.86 172.63 207.15 248.58 298.30 357.96 429.55

RC floor (Flat slab) 3828.82 228.26 273.92 328.70 394.44 473.33 567.99 681.59 817.91RC floor (wall & Slab) 2380.58 95.90 115.08 138.09 165.71 198.85 238.62 286.35 343.62RC floor (beam area) 4109.37 172.77 207.32 248.78 298.54 358.25 429.90 515.88 619.06

(slab area) 2380.58 150.13 180.15 216.18 259.42 311.30 373.57 448.28 537.93865.24 1038.29 1245.95 1495.14 1794.17 2153.01 2583.61 3100.33

ntage of various systems

Wall 11% 11% 11% 11% 11% 11% 11% 11%Column 14% 14% 14% 14% 14% 14% 14% 14%

RC floor (Flat slab) 26% 26% 26% 26% 26% 26% 26% 26%RC floor (wall & Slab) 11% 11% 11% 11% 11% 11% 11% 11%RC floor (beam area) 20% 20% 20% 20% 20% 20% 20% 20%

(slab area) 17% 17% 17% 17% 17% 17% 17% 17%

Percentage of Alu form area in total

Weight for each system for given qty

Qty per 100sqm

2013-14

document.xls 09:46:3704/18/2023

Formwork Competncy Cell L&T Aluform Fabrication Facility - IRR workings 8/7/2005FINANCIAL YEAR -> 2005 2005-2006 2006-2007 2007-2008 2008-2009 2009-2010 2010-2011 2011-2012 2012-2013YEAR INDEX EXPRN RATE UOM 0 1 2 3 4 5 6 7 8DESCRIPTION |

P&L:A PRODUCTION MT 299 438 543 649 779 935 1122 1346B SALES Rs in Lacs 706 1138 1411 1684 2023 2427 2912 3494C PROFIT+ DEPRECIATION 74 112 137 161 191 228 271 324

INTERNAL 10% SALE 64.14 103.48 128.25 153.09 183.87 220.61 264.73 317.68D OVERHEADS 1.80% SALE 12.7 20.5 25.4 30.3 36.4 43.7 52.4 62.9E PBDIT C-D 60.8 91.8 111.1 130.6 154.8 183.9 218.9 261.0F DEPRECIATION 9.4 8.8 8.3 7.8 7.3 6.9 6.5 6.2

BLDGS 3% NFA 4.9 4.7 4.6 4.4 4.3 4.1 4.0 4P&M 7% 2 SHIFT 3.5 3.3 3.0 2.8 2.6 2.4 2.2 2

FURNITURE & OFFICE 16% NFA 1.0 0.8 0.7 0.6 0.5 0.4 0.3 0G PBIT E-F 51.44 83.0 102.9 122.8 147.5 176.9 212.3 254.8H ASSUMED TAX IF >0 34% PBIT 17.5 28.2 35.0 41.7 50.1 60.2 72.2 86.6I NOPAT G-H 34.0 54.8 67.9 81.0 97.3 116.8 140.1 168.2

B/S:J ANWC 12% SALE 0 84.7 136.6 169.3 202.1 242.7 291.2 349.4 419.3K ANFA SALE 190.6 181.2 172.4 164.1 156.4 149.0 142.1 135.5

FCF:CASH FROM OPERATIONS I+F 43.3 63.6 76.2 88.8 104.7 123.7 146.7 174.3CASH CHANGE IN ANWC -84.7 -51.9 -32.7 -32.8 -40.6 -48.5 -58.2 -69.9CASH CHANGE IN ANFA -200.0 0.6 0.5 0.5 0.4 0.4 0.4 0.4

O CASH OUTFLOW ON FIXED ASSET 200.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0ON BUILDING 146.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0

ON FURNITURES & FIXTURES 6.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ON P&M 47.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0

CAPITAL CHARGES 12.25% % 33.7 38.9 41.9 44.9 48.9 53.9 60.2 68.0P CASH FLOW L+M+N -241.3 12.2 44.0 56.5 64.5 75.6 88.8 216.5

ROCE 12.3% 17.2% 19.9% 22.1% 24.4% 26.5% 28.5% 30.3%EVA 0.2 15.8 26.0 36.2 48.4 62.8 79.9 100.2

INTERNAL RATE OF RETURN

*ALL DIGITS IN LAC

IRR4th Year -27%5th Year -10%6th Year 1%7th Year 9%8th Year 18%

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Irr 210705