copy of cost

From, Dated :- 31st Jan 2012 M/s. Real Gem Buildtech Private Limited R.A.Bill No :- 23

Bill Period :- 1st Jan'12 to 31st Jan'12

Contract Doc No :- RGBPL / OC / LTL / 22 / 10 (Rev-03) Dated 26/12/2011. To, Name Of Project / Work :- ORCHID CROWN RESIDENTIAL PROJECT (3 Buildings)

M/s. Larsen & Toubro Limited, ECC Division Location :- Dadar, Mumbai.

Andheri (E),Mumabi. Scope Of Work :- Civil Works.

SUMMARY OF CERTIFIED WORK ABSTRACT

ITEM DESCRIPTION BOQ Amount BILL AMOUNT (RS)

Previous Present Total1 Raftwork. (Annexure A) 998,506,926.00 778168323.06 - 778,168,323.06 2 Basement work. (Annexure B) 940,828,020.31 600812916.07 #REF! #REF!3 Podium work. (Annexure C) 1,278,412,930.00 #REF! - #REF!4 Tower A typical floor work. (Annexure D) 1,387,471,556.00 - - - 5 Tower B typical floor work. (Annexure E) 1,251,174,381.00 #REF! - #REF!6 Tower C typical floor work. (Annexure F) 969,430,796.00 #REF! #REF! #REF!7 Sales Pavillion work. (Annexure G) #REF! #REF! #REF! #REF!8 Preliminaries (Annexure H) 418,292,362.00 #REF! #REF! #REF!9 Chawl Repairing work 826,742.00 #REF! - #REF!10 SUB TOTAL AMOUNT. #REF! #REF! #REF! #REF!11 Less rebate @ 1.806%. #REF! #REF! #REF! #REF!

12 Rebar Basic Rate Variation - 67768708.59 #REF! #REF!

13 Cement Basic Rate Variation - - 3461585.00 3,461,585.00

14 TOTAL AMOUNT INCLUDING VAT/LAB CESS #REF! #REF! #REF! #REF!15 MVAT (Actual) - 40,351,105.73 #REF! #REF!16 TOTAL AMOUNT EXCLUDING VAT. - #REF! #REF! #REF!17 Add Service Tax @4.12% #REF! #REF! #REF! #REF!18 GRAND TOTAL INCLUDING ALL TAXES. #REF! #REF! #REF! #REF!

D B House, Yashodham, Gen.A.K.Vaidya Marg, Goregaon (E), Mumbai - 400 063

BOQ Code

From, Dated :- 31st Jan 2012 M/s. Real Gem Buildetech Private Limited R.A.Bill No :- 23 D B House,Yashodham, Gen.A.K.Vaidya Marg, Goregaon (E), Mumbai - 400 063 Bill Period :- 1st Jan'12 to 31st Jan'12

Contract Doc No :- RGBPL / OC / LTL / 22 / 10 (Rev-03) Dated 26/12/2011. To, Name Of Project / Work :- ORCHID CROWN RESIDENTIAL PROJECT (3 Buildings)M/s. Larsen & Toubro Limited, ECC Division Location :- Dadar, Mumbai.

Andheri (E), Mumabi. Scope of Work :- Civil Works.

C E R T I F I E D W O R K A B S T R A C T

BOQ Code ITEM DESCRIPTION UNIT RATE BOQ

Page Nos BILL QUANTITY BILL AMOUNT (RS)

Quantity Amount Previous Present Total Previous Present Total

Main Works ANNEXURE A- RAFT WORK

1 M15 grade PCC below Raft Level Cum 4900.00 2,271.00 11,127,900.00 2028.86 2,028.86 9,941,410.08 - 9,941,410.08

2 M50 grade Concrete at Raft Level Cum 7200.00 33,018.00 237,729,600.00 24983.55 24,983.55 179,881,567.20 - 179,881,567.20

2.1 M60 grade Concrete at Raft Level Cum 1197.00 32,903.00 39,384,891.00 24869.07 24,869.07 29,768,277.99 - 29,768,277.99

2.2 M70 grade Concrete at Raft Level Cum 3227.00 QRO - - - - - -

2.3 M80 grade Concrete at Raft Level Cum 4813.00 QRO - - - - - -

2.4 M45 grade Concrete at Raft Level Cum 7000.00 4,200.00 29,400,000.00 366.00 366.00 2,562,000.00 - 2,562,000.00

3 Sqm 519.00 38,784.81 20,129,316.39 1180.76 1,180.76 612,811.85 - 612,811.85

4 Reinforcement Steel - upto Raft Level MT 51171.00 10,150.00 519,385,650.00 9253.86 9,253.86 473,529,065.38 - 473,529,065.38

5 Sqm 717.00 22,710.00 16,283,070.00 12287.41 12,287.41 8,810,074.40 - 8,810,074.40

6 Cum 6825.00 2,271.00 15,499,575.00 - 0.00 - - -

7 Sqm 1058.00 22,710.00 24,027,180.00 - 0.00 - - -

8 SCC Concrete M30 Cum 8097.00 64.00 518,208.00 63.17 63.17 511,479.39 - 511,479.39

9 Vertical Rock Anchors 212MT Nos 123144.00 475.00 58,493,400.00 456.00 456.00 56,153,664.00 - 56,153,664.00

Formwork - Conventional upto Raft Level

Chemical Waterproofing upto Raft Level

M15 grade Trimix Floor Finish upto Raft Level

Rubberised paint on flooring upto Raft Level

I37

Planning :





BOQ Code ITEM DESCRIPTION UNIT RATE BOQ



10 Dowel Anchors - 80mm Dia Nos 7003.00 2,500.00 17,507,500.00 1126.00 1,126.00 7,885,378.00 - 7,885,378.00

11 Dowel Anchor Pullout Test Nos 30395.00 25.00 759,875.00 6.00 6.00 182,370.00 - 182,370.00

12 M15 grade Plum Concrete Cum 3736.00 324.00 1,210,464.00 323.65 323.65 1,209,137.72 - 1,209,137.72

13 Concrete Breaking Cum 3136.00 2,236.00 7,012,096.00 774.27 774.27 2,428,118.56 - 2,428,118.56

13 Concrete Breaking Cum 3166.00 2,000.00 1495.39 1,495.39 4,734,392.08 - 4,734,392.08

13.2 Cum -30.00 2,000.00 1495.39 1,495.39 (44,861.58) - (44,861.58)

14 P & F of weldmesh Sqm 191.00 200.00 38,200.00 18.00 18.00 3,438.00 - 3,438.00

SUB-TOTAL 998,506,926.00 778,168,323.06 - 778,168,323.06

Concrete Breaking - Deduction in above 13.1 Item which is paid at extra rate at 30Rs

I45

Planning : Breaking work in sales office





ITEM DESCRIPTION UNIT RATE BOQ



ANNEXURE B : BASEMENT WORK

1 Excavation in Soil -Basement Cum 460.00 261,335.00 120,214,100.00 220,975.03 220,975.03 101,648,515.81 - 101,648,515.81

2 Excavation in Rock -Basement Cum 874.00 136,260.00 119,091,240.00 83,903.35 83,903.35 73,331,529.65 - 73,331,529.65

3 Cum 7200.00 14,057.29 101,212,488.00 9,087.95 #REF! #REF! 65,433,229.81 #REF! #REF!

3.1 M25 Grade Concrete for Caping Beam Cum 6445.00 413.00 2,661,785.00 412.56 412.56 2,658,949.20 - 2,658,949.20

3.2 Cum 1197.00 3,322.00 3,976,434.00 2,607.08 #REF! #REF! 3,120,675.08 #REF! #REF!

3.3 Cum 3227.00 1,460.00 4,711,420.00 29.262 29.26 94,428.47 - 94,428.47

3.4 Cum 4813.00 9,663.00 46,508,019.00 6,300.63 #REF! #REF! 30,324,943.34 #REF! #REF!

3.5 M45 Grade Concrete Cum 7000.00 3,528.00 24,696,000.00 2,568.66 2,568.66 17,980,606.00 - 17,980,606.00

3.6 Cum 7200.00 - - -150.97 (150.97) (1,086,984.00) - (1,086,984.00)

4 Formwork upto Basement Lvl Sqm 519.00 126,525.00 65,666,475.00 36,531.40 #REF! #REF! 18,959,796.40 #REF! #REF!

5 MT 51171.00 6,043.00 309,226,353.00 4,934.39 #REF! #REF! 252,497,677.59 #REF! #REF!

6 PT Work -upto Basement Lvl Sqm 1060.00 68,130.00 72,217,800.00 - - - - -

BOQ Code

M50 Grade Concrete -upto Basement Lvl

Over and above item no 3 above for using M60 grade design ready mix concrete in place of M50.

Over and above item no 3 above for using M70 grade design ready mix concrete in place of M50.

M80 Grade Concrete -upto Basement Lvl

Deduct M50 qty which is paid for Retaning wall - Same Qty added in M45

Reinforcement Steel upto Basement Lvl





ITEM DESCRIPTION UNIT RATE BOQ


Quantity Amount Previous Present Total Previous Present TotalBOQ Code

7 Sqm 836.00 16,839.00 14,077,404.00 6,709.03 6,709.03 5,608,749.08 - 5,608,749.08

8 Sqm 1010.00 3,370.42 3,404,121.68 - - - - -

9 Internal Plaster Sqm 234.00 15,665.55 3,665,739.64 - - - - -

10 Guniting Works Sqm 1955.00 10,248.00 20,034,840.00 6,709.00 6,709.00 13,116,102.82 - 13,116,102.82

11 Cum 5296.00 2,000.00 10,592,000.00 653.02 653.02 3,458,409.81 - 3,458,409.81

12 Sqm 717.00 3,800.00 2,724,600.00 - - - - -

13 Supply of Excavator Hour 1615.00 100.00 161,500.00 7.00 7.00 11,305.00 - 11,305.00

14 Couplers -32mm Dia Nos 337.00 19,463.00 6,559,031.00 15,322.00 15,322.00 5,163,514.00 - 5,163,514.00



17

L.S. 5254114.00 1.00 5,254,114.00 1.00 1.00 5,254,114.00 - 5,254,114.00

`

SUB-TOTAL 940,828,020.31 600,812,916.07 #REF! #REF!

Waterproofing on Retaining wall-upto Basement Lvl

150mm thk brickwork - upto Basement Lvl

Braking the RCC piles Using Rock Braker

65mm thick and 25mm thick waterproofing treatment by INJECTION GROUTING AND TOPSTOP METHOD on UGWT & OHWT

Carrying out shifting, re-shifting, rehandling & multiple handling serval times of excavated earth

Larsen & Toubro Ltd.

Orchid Crown Project, Dadar.

Retaining wall, BeamFormwork

S.N. Perticulars Quantity Unit

1 R.A. Bill - 05 39.900 Sqm

2 R.A. Bill - 06 82.278 Sqm

3 R.A. Bill - 07 12.000 Sqm

4 R.A. Bill - 08 - Sqm






10 R.A. Bill - 16 88.704 Sqm

11 R.A. Bill - 17 45.587 Sqm

TOTAL QUANTITY = 268.469 Sqm

LARSEN & TOUBRO LTD ECC DIVISION RA - 23

ORCHID CROWN PROJECT - DADAR

Description No. L B H Qty. Total Qty Unit

1 Formwork for Columns & Shear Walls

-

C1,C2,C3,C4,C5,C6,C7,C8,C9,C10,C11 2 7.587 2.850 43.246

2 1.925 2.850 10.973

2 6.950 2.850 39.615

2 3.675 2.850 20.9472 2.050 2.850 11.685

2 7.277 2.850 41.479

2 1.000 2.850 5.700

2 1.048 2.850 5.974

2 2.050 2.850 11.685

2 1.221 2.850 6.960

2 1.000 2.850 5.700

2 1.200 2.850 6.840

2 1.741 2.850 9.924

2 1.150 2.850 6.555

2 1.895 2.850 10.802

2 1.160 2.850 6.612

2 6.495 2.850 37.022

2 0.450 2.850 2.565

2 8.501 2.850 48.456

2 0.450 2.850 2.565

2 0.450 2.850 2.565

2 1.718 2.850 9.793

2 0.300 2.850 1.710

2 1.055 2.850 6.014

2 1.000 2.850 5.700

2 8.380 2.850 47.766

2 7.800 2.850 44.460

2 1.125 2.850 6.413

2 1.550 2.850 8.835

2 2.175 2.850 12.397

2 0.700 2.850 3.990

TOWER 'A' - Measurement Sheet - Formwork for Columns & Shear Walls

SL. No.

From 2nd basement to 1st basement floor level

C31, C32, C33, C34, C35, C36, C37, C38, C39, C40, C41

Description No. L B H Qty. Total Qty UnitSL. No.

2 2.975 2.850 16.958

2 2.950 2.850 16.815

2 2.275 2.850 12.967

2 1.850 2.850 10.545

2 4.725 2.850 26.932

2 3.900 2.850 22.230

2 5.45 2.850 31.065

2 0.7 2.850 3.990

2 4.55 2.850 25.935

2 3.200 2.850 18.240

2 4.400 2.850 25.080

2 2.321 2.850 13.230

2 7.314 2.850 41.690

2 2.252 2.850 12.836

2 0.700 2.850 3.990

2 2.158 2.850 12.301

2 4.072 2.850 23.210

2 5.191 2.850 29.591

2 0.173 2.850 0.986

2 0.854 2.850 4.868

2 0.173 2.850 0.986

2 5.097 2.850 29.053

1 111.624 0.250 27.906

C3 & C38 4 2.150 3.100 26.660

4 0.800 3.100 9.920

Add cutout formwork

Cutout no. 31 2 1.000 0.700 1.400

2 0.700 0.400 0.560

-2 1.000 0.400 -0.800

Cutout no. 32 2 0.300 0.700 0.420

2 0.700 0.300 0.420

-2 0.300 0.300 -0.180

Cutout no. 33 2 0.600 0.700 0.840

2 0.700 0.300 0.420

-2 0.600 0.300 -0.360

Cutout no. 28 2 2.000 0.700 2.800

2 0.700 2.100 2.940

-2 2.000 2.100 -8.400


Cutout no. 30 2 1.000 0.900 1.800

2 0.900 0.350 0.630

-2 1.000 0.350 -0.700

Cutout no. 29 2 1.000 0.700 1.400

2 0.700 0.350 0.490

-2 1.000 0.350 -0.700

Cutout no. 27 2 0.300 0.700 0.420

2 0.700 0.300 0.420

-2 0.300 0.300 -0.180

Cutout no. 44 2 1.850 0.700 2.590

2 0.700 0.550 0.770

-2 1.850 0.550 -2.035

Retaining wall - near C8 & C11 2 3.000 3.100 18.600

2 3.027 3.100 18.767

Retaining wall - near C3 2 1.777 3.100 11.017

2 3.650 3.100 22.630

C17, C21 2 =3.141x2.70x3.1 52.580

C20, C24 4 6.550 2.850 74.670

4 1.000 2.850 11.400

Lift 2 8.500 2.850 48.450

4 2.600 2.975 30.940

4 2.450 2.975 29.155

Add cutout formwork

Cutout no. 9 2 1.000 0.900 1.800

2 0.900 0.350 0.630

-2 1.000 0.350 -0.700

Cutout no. 8 2 2.000 0.700 2.800

2 0.700 2.100 2.940

-2 2.000 2.100 -8.400

Cutout no. 10 2 1.000 0.700 1.400

2 0.700 0.350 0.490

-2 1.000 0.350 -0.700

Cutout no. 11 2 1.300 0.900 2.340

2 0.900 0.640 1.152

-2 1.300 0.640 -1.664

Cutout no. 1 2 2.300 0.700 3.220

2 0.700 2.100 2.940

-2 2.300 2.100 -9.660

Cutout no. 2 2 2.300 0.700 3.220

2 0.700 2.100 2.940


-2 2.300 2.100 -9.660

Cutout no. 3 2 2.500 0.700 3.500

2 0.700 2.100 2.940

-2 2.500 2.100 -10.500

Cutout no. 5 2 2.500 0.700 3.500

2 0.700 2.100 2.940

-2 2.500 2.100 -10.500

Cutout no. 6 2 2.500 0.700 3.500

2 0.700 2.100 2.940

-2 2.500 2.100 -10.500

Cutout no. 7 2 2.500 0.700 3.500

2 0.700 2.100 2.940

-2 2.500 2.100 -10.500

Retaining wall - near C31 &C38 2 2.275 3.100 14.105

37 2 3.638 3.100 22.556

38 2 7.604 2.975 45.244

39 2 7.950 2.975 47.303

SW19 1 4.804 2.700 12.971

1 3.002 2.850 8.556

2 2.700 2.850 15.390

3 2.450 2.850 20.948

1 0.300 2.850 0.855

1 0.500 2.850 1.425

1 2.900 2.850 8.265

1 1.200 2.850 3.420

1 2.700 2.850 7.695

2 2.850 2.850 16.245

2 3.000 2.850 17.100

2 0.600 2.850 3.420

1 7.700 2.850 21.945

1 0.900 2.850 2.565

2 3.350 2.850 19.095

1 3.000 2.850 8.550

1 1.400 2.850 3.990

2 0.300 2.850 1.710

1 0.950 2.850 2.708

2 0.600 2.850 3.420

1 2.450 2.850 6.983

1 3.141 2.850 8.952

Add Opening Side 1 41.750 0.250 10.438


at LB 19 Side 1 1.635 2.300 3.760

Add cutout formwork

Cutout no. 38&40 4 0.450 0.300 0.540

4 0.300 0.450 0.540

-4 0.450 0.450 -0.810

Cutout no. 39 2 0.450 0.600 0.540

2 0.450 0.600 0.540

-2 0.450 0.450 -0.405

SW23 1 4.804 2.700 12.971

1 3.002 2.850 8.556

2 2.700 2.850 15.390

1 0.300 2.850 0.855

3 2.450 2.850 20.948

1 0.500 2.850 1.425

1 2.900 2.850 8.265

2 0.600 2.850 3.420

2 0.950 2.850 5.415

2 3.000 2.850 17.100

1 2.700 2.850 7.695

1 6.800 2.850 19.380

1 0.900 2.850 2.565

2 4.350 2.850 24.795

1 2.900 2.850 8.265

1 4.041 2.850 11.517

Add Opening Side 1 41.880 0.250 10.470

at LB 20 Side 1 1.635 2.300 3.760

Cutout no. 41&42 2 0.450 0.300 0.270

2 0.300 0.450 0.270

-2 0.450 0.450 -0.405

Cutout no. 39 2 0.450 0.600 0.540

2 0.450 0.600 0.540

-2 0.450 0.450 -0.405

SW18, SW22 2 7.300 2.850 41.610

2 1.935 2.850 11.030

2 0.600 2.850 3.420

2 1.035 2.850 5.900

2 5.600 2.850 31.920

2 1.035 2.850 5.900

2 5.000 2.850 28.500


2 2.900 2.850 16.530

2 0.500 2.850 2.850

6 2.450 2.850 41.895

4 2.700 2.850 30.780

2 3.002 2.850 17.111

2 1.203 2.850 6.857

2 0.515 2.850 2.936

2 0.600 2.850 3.420

2 3.650 2.850 20.805

2 1.000 2.850 5.700

2 0.600 2.850 3.420

2 0.500 2.850 2.850

2 0.900 2.850 5.130

Add Opening Side 1 35.870 0.250 8.968

Add Opening Side 1 22.825 0.250 5.706

at Beam 1 Side 2 2.400 2.500 12.000

at 400 thick Slab Side -2 4.800 0.150 -1.440

Add Cutout formwork

Cutout no. 22 & 15 4 1.000 0.600 2.400

4 0.600 0.500 1.200

-4 1.000 0.500 -2.000

Cutout no. 34&37 4 0.450 0.600 1.080

4 0.600 0.450 1.080

-4 0.450 0.450 -0.810

Cutout no. 35&36 4 0.450 0.300 0.540

4 0.300 0.450 0.540

-4 0.450 0.450 -0.810

2 1.207 2.850 6.880

2 10.664 2.850 60.785

2 10.538 2.850 60.067

2 1.200 2.850 6.840

2 2.537 2.850 14.461

2 18.778 2.850 107.035

2 2.505 2.850 14.279

4 2.450 2.850 27.930

2 3.375 2.850 19.238

1 3.221 2.850 9.180

SW13A,SW12,SW13,SW14,SW15,SW16 &SW25,SW26,SW27,SW28,SW29,SW30


1 1.741 2.850 4.962

2 6.550 2.850 37.335

2 6.860 2.850 39.102

2 2.468 2.850 14.068

2 1.572 2.850 8.960

2 0.816 2.850 4.651

2 1.694 2.850 9.656

2 9.199 2.850 52.434

2 1.513 2.850 8.624

Add cutout formwork

Cutout no. 24 & 12 4 1.000 0.900 3.600

4 0.900 0.400 1.440

-4 1.000 0.400 -1.600

Cutout no. 25 & 13 4 1.200 0.900 4.320

4 0.900 0.350 1.260

-4 1.200 0.350 -1.680

Cutout no. 26 & 14 4 1.000 0.900 3.600

4 0.900 0.250 0.900

-4 1.000 0.250 -1.000

Podium Columns - PC2, PC18, PC18A 3 =3.141x0.60x2.85 16.113

TOTAL QUANTITY = 2609.564 Sq.m



Description No. L B H Qty. Unit

1 Formwork for Slab & Slab Beams

1 1722.790 1722.790

1 81.886 0.000 0.000

Deduction of Cutouts -

1 -1 12.514 -12.514

2 -1 6.200 -6.200

3 -1 6.614 -6.614

4 -1 6.614 -6.614

5 -1 6.614 -6.614

6 -1 6.614 -6.614

7 -1 1.460 -1.460

8 -1 6.614 -6.614

9 -1 6.614 -6.614

10 -1 6.614 -6.614

11 -1 6.614 -6.614

12 -1 9.590 -9.590

13 -1 2.250 -2.250

14 -1 2.840 -2.840

15 -1 12.590 -12.590

16 -1 5.635 -5.635

17 -1 5.635 -5.635

18 -1 5.635 -5.635

19 -1 22.800 -22.800

20 -1 28.715 -28.715

Add formwork around cutouts Perimeter Slab thk.

1 1 15.660 0.250 3.915

2 1 10.019 0.250 2.505

3 1 10.300 0.250 2.575

4 1 10.300 0.250 2.575

5 1 10.300 0.250 2.575

Tower A - Measurement Sheet - Formwork for B1 Floor Slab & Slab Beams

SL. No.

Total Quantity

Area of 1st basement floor slab

Add offset of 400 mm thk. Slab - Perimeter x thk. of slab

Description No. L B H Qty. UnitSL. No.

Total Quantity

6 1 10.300 0.250 2.575

7 1 6.100 0.250 1.525

8 1 10.300 0.250 2.575

9 1 10.300 0.250 2.575

10 1 10.300 0.250 2.575

11 1 10.300 0.250 2.575

12 1 12.400 0.250 3.100

13 1 7.500 0.250 1.875

14 1 7.900 0.250 1.975

15 1 14.400 0.250 3.600

16 1 9.500 0.250 2.375

17 1 9.500 0.250 2.375

18 1 9.500 0.250 2.375

19 1 26.838 0.250 6.710

20 1 23.342 0.250 5.836

Deduction of Columns & Shear walls-

C1, C2,C4, C5, C6, C7, C8, C9, C10, C11 -1 =198.147-141.25 -56.897

Add 1 2.090 2.090

C3 -1 2.150 0.800 -1.720

-1 48.530 -48.530

RW near C3 -1 1.748 0.300 -0.524

RW near C3 -1 3.650 0.300 -1.095

C20, C24 -2 6.550 1.000 -13.100

C17, C21 -2 5.725 -11.450

Lift wall -1 7.880 -7.880

SW25, SW26, SW27, SW28, SW29, SW30, SW23 -1 45.290 -45.290

RW near C31 -1 2.275 -2.275

RW C36 -1 3.638 0.150 -0.546

RW near C38 -1 7.604 0.150 -1.141

RW near C38 -1 7.950 0.150 -1.193

SW18, SW22 -2 15.662 -31.324

-1 =198.147-137.77 -60.377

Add 1 2.090 2.090

C38 -1 2.150 0.800 -1.720

SW13A, SW12, SW13, SW14, SW15,SW16, SW19

C31, C32, C33, C34, C35, C36, C37, C38, C39, C40, C41


Total Quantity

Podium columns -1 3.141/4*0.6*0.6 -0.283

Slab Beams -

LB3 2 2.050 0.350 1.435

-2 0.900 0.350 -0.630

LB9 2 3.875 0.650 5.038

-2 0.900 0.650 -1.170

2 1.088 0.650 1.414

-2 0.900 0.650 -1.170

2 3.514 0.650 4.568

-2 0.900 0.650 -1.170

LB12 2 3.875 0.650 5.038

-2 0.900 0.650 -1.170

2 1.088 0.650 1.414

-2 0.900 0.650 -1.170

2 4.414 0.650 5.738

-2 0.900 0.650 -1.170

LB11 2 2.050 0.500 2.050

-2 0.900 0.650 -1.170

LB13 1 1.770 0.600 1.062

1 1.676 0.600 1.006

LB19 2 1.203 0.600 1.443

-2 0.825 0.600 -0.990

LB20 2 1.203 0.600 1.443

-2 0.825 0.600 -0.990

LB21 0 2.000 0.600 0.000

LB22 0 2.300 0.600 0.000

LB23 0 2.300 0.600 0.000

LB24 0 2.500 0.600 0.000

LB25 0 2.500 0.600 0.000

LB26 0 2.500 0.600 0.000

LB27 0 2.500 0.600 0.000

LB28 0 2.000 0.600 0.000

1 8 1.200 0.150 1.440

-2 0.600 0.150 -0.180

1A 2 2.235 0.350 1.564


Total Quantity

-2 0.230 0.350 -0.161

2 3.000 0.350 2.100

-2 0.230 0.350 -0.161

3 4 3.553 0.350 4.974

-4 0.515 0.350 -0.721

4 4 6.192 0.200 4.954

-4 0.450 0.200 -0.360

8 4 7.187 0.200 5.750

-4 0.450 0.200 -0.360

9 4 5.403 0.200 4.322

-4 0.450 0.200 -0.360

13 2 5.383 0.200 2.153

-2 0.450 0.200 -0.180

10, 11, 12 6 2.300 0.300 4.140

6 0.150 0.300 0.270

10X 4 0.150 0.300 0.180

-2 0.350 0.300 -0.210

14 2 4.650 0.200 1.860

-2 0.450 0.200 -0.180

17 2 4.775 0.200 1.910

-2 0.450 0.200 -0.180

15 2 6.778 0.200 2.711

-2 0.450 0.200 -0.180

18 4 4.500 0.350 6.300

-2 0.300 0.350 -0.210

21 2 2.701 0.150 0.810

22 2 2.701 0.150 0.810

23 2 2.701 0.150 0.810

24 2 2.701 0.150 0.810

25 2 2.701 0.150 0.810

26 2 2.701 0.150 0.810

27 2 2.701 0.150 0.810

28 2 2.701 0.350 1.891

21X 2 0.462 0.150 0.138

24X 2 0.462 0.150 0.138


Total Quantity

25X 2 0.462 0.150 0.138

28X 2 0.462 0.150 0.138

-4 0.300 0.150 -0.180

22X 2 0.342 0.150 0.102

23X 2 0.342 0.150 0.102

26X 2 0.342 0.150 0.102

27X 2 0.342 0.150 0.102

-4 0.400 0.150 -0.240

35 2 2.450 0.200 0.980

-2 0.300 0.200 -0.120

36 2 2.450 0.200 0.980

-2 0.300 0.200 -0.120

37 2 5.075 0.350 3.552

-2 0.300 0.350 -0.210

38 2 7.604 0.350 5.323

-2 0.300 0.350 -0.210

39 2 7.950 0.350 5.565

-2 0.300 0.350 -0.210

38A 2 1.287 0.350 0.901

-2 0.300 0.350 -0.210

39B 2 1.625 0.350 1.138

-2 0.300 0.350 -0.210

29 2 1.600 0.200 0.640

-2 0.150 0.200 -0.060

30 2 1.600 0.200 0.640

-2 0.150 0.200 -0.060

1B 2 2.235 0.350 1.564

16 2 6.778 0.200 2.711

-2 0.450 0.200 -0.180

26A 2 2.450 0.350 1.715

27A 2 2.450 0.350 1.715

1 205.053 0.250 51.263

Less - Stair Case Area


Add pheriphery of slab thk. - Pheriphery of outer side of slab x thk. of slab



Description No. L B H Qty. Unit


- From 1st basment lvl to Ground floor.

C1, C2,C3, C4, C5, C17 2 1.714 4.500 15.426

C11, C12, C13, C14, C15, C18 2 1.764 4.500 15.876

4 0.650 4.500 11.700

2 0.750 4.500 6.750

4 10.837 4.500 195.066

4 0.650 4.500 11.700

2 0.750 4.500 6.750

2 1.725 4.500 15.525

2 1.675 4.500 15.075

2 8.350 4.500 75.150

2 3.350 4.500 30.150

4 2.325 4.500 41.850

2 0.800 4.500 7.200

2 2.450 4.500 22.050

2 3.025 4.500 27.225

2 1.625 4.500 14.625

2 1.645 4.500 14.805

2 1.945 4.500 17.505

2 7.450 4.500 67.050

2 8.850 4.500 79.650

4 1.945 4.500 35.010

2 5.250 4.500 47.250

2 3.400 4.500 30.600

2 1.300 4.500 11.700

2 0.450 4.500 4.050

2 5.600 4.500 50.400

2 8.350 4.500 75.150

Less @ 350 mm Slab , Slab Top - 3.55 -2 26.995 0.350 -18.896

Less @ 200 mm Slab , Slab top 4.6 (Left Wing) -1 30.564 0.200 -6.113

C3 3 2.000 4.300 25.800

3 2.000 4.500 27.000

4 0.800 4.300 13.760

Add Cutout

Cutout No. 01 2 1.200 0.750 1.800

TOWER 'C' - Measurement Sheet - Formwork for Columns & Shear Walls

SL. No.

Total Quantity

2 0.750 2.100 3.150

-2 1.200 2.100 -5.040

Cutout No. 02 2 1.300 0.700 1.820

2 0.700 0.650 0.910

-2 1.300 0.600 -1.560

Cutout No. 03 2 2.500 0.700 3.500

2 0.700 2.100 2.940

-2 2.500 2.100 -10.500

Cutout No. 04 2 2.500 0.700 3.500

2 0.700 2.100 2.940

-2 2.400 2.100 -10.080

Cutout No. 05 2 0.350 0.700 0.490

2 0.700 0.350 0.490

-2 2.400 2.100 -10.080

Cutout No. 06 2 0.350 0.700 0.490

2 0.700 0.350 0.490

Cutout No. 07 2 2.500 0.700 3.500

2 0.700 2.100 2.940

-2 2.500 2.100 -10.500

Cut out No. 41 2 0.150 0.700 0.210

2 0.700 0.150 0.210

Cut out No. 42 2 0.150 0.700 0.210

2 0.700 0.150 0.210

Add Cutout

Cutout No. 31 2 0.600 0.700 0.840

2 0.700 0.300 0.420

Cutout No. 32 2 2.000 0.750 3.000

2 0.750 2.100 3.150

-2 2.000 2.100 -8.400

Cutout No. 30 2 2.000 0.750 3.000

2 0.750 0.300 0.450

-2 2.000 0.300 -1.200

Cutout No. 29 1 =3.141*0.3 0.750 0.053

Cutout No. 28 2 1.000 0.700 1.400

2 0.700 0.400 0.560

Cutout No. 47 2 2.000 0.750 3.000

2 0.750 2.100 3.150

-2 2.000 2.100 -8.400

Cutout No. 43 2 0.150 0.700 0.210

2 0.700 0.150 0.210

Cutout No. 44 2 0.150 0.700 0.210

2 0.700 0.150 0.210

4 4.700 4.300 80.840C6, C10 - 2 Nos.

4 0.800 4.300 13.760

SW4, SW5 & SW9, SW10 2 0.800 4.500 7.300 1.6

2 1.725 4.500 15.525 3.45

2 7.400 4.500 66.600 14.8

2 0.550 4.500 4.950 1.1

2 1.050 4.500 9.450 2.1

4 6.875 4.500 123.750 27.5

2 0.500 4.500 4.500 1

4 3.000 4.500 54.000 12

2 4.600 4.500 41.400 9.2

4 0.250 4.500 4.500 1

2 1.050 4.500 9.450 2.1

2 1.600 4.500 14.400 3.2

4 7.425 4.500 133.650 29.7

2 3.450 4.500 31.050 6.9

2 2.900 4.500 26.100 5.8


at 200 mm thick slab -2 50.200 0.200 -20.080

Add Cutout

Cutout No. 10 2 0.600 0.550 0.660

2 0.550 0.300 0.330

Cutout No. 11 2 1.000 0.500 1.000

2 0.500 0.600 0.600

-2 1.000 0.600 -1.200

Cutout No. 45 2 0.150 0.500 0.150

2 0.500 0.150 0.150

Add Cutout No. 26 2 1.000 0.550 1.100

2 0.550 0.300 0.330

Cutout No. 27 2 1.000 0.500 1.000

2 0.500 0.600 0.600

-2 1.000 0.600 -1.200

Cutout No. 46 2 0.150 0.500 0.150

2 0.500 0.150 0.150

2 =3.141x2.5x4.25 66.746

8 =3.141x0.60x3.1 57.292

Column Capitals - RC12, RC16 2 2.500 0.100 0.500

C7, C8 - Circular column - 2500 mm dia. - Perimeter x height of column

Podium Columns - RC14, 13, 11, 12, 18, 17, 15, 16 - 600 mm dia. - Perimeter x height of column

Retaining walls 2 2.855 4.300 24.553

2 1.950 4.300 16.770

1 1.900 4.300 8.170

1 1.700 4.250 7.225

1 1.750 4.250 7.438

1 1.550 4.250 6.588

1 1.600 4.250 6.800

1 1.700 4.300 7.310

1 1.450 4.300 6.235

1 1.550 4.300 6.665

4 4.250 4.300 73.100

4 3.050 4.300 52.460 0.95

4 2.225 4.300 38.270 1.9

4 1.500 4.300 25.800

4 1.700 4.300 29.240

2 6.650 4.300 57.190

2 6.650 4.300 57.190

4 0.375 4.300 6.450

2 2.950 4.300 25.370

2 2.950 4.300 25.370

4 2.650 4.300 45.580

2 3.650 4.300 31.390

4 2.275 4.300 39.130

SW1, SW2, SW3 2 1.587 4.500 14.283 3.174

SW7,SW8,SW9 2 1.007 4.500 9.063 2.014

2 1.810 4.500 16.290 3.62

4 4.610 4.500 82.980 18.44

2 0.300 4.500 2.700 0.6

4 8.075 4.500 145.350 32.3

4 6.725 4.500 121.050 26.9

4 7.425 4.500 133.650 29.7

4 1.000 4.500 18.000 4

4 1.000 4.500 18.000 4

4 11.600 4.500 208.800 46.4

12 2.600 4.500 140.400 31.2

8 2.450 4.500 88.200 19.6


at 250 mm thick slab -2 16.274 0.250 -8.137

Add Cutout

Cutout No. 8a,24a 4 1.000 0.700 2.800

4 0.700 0.400 1.120

Cutout No. 08,24 4 1.000 0.700 2.800

4 0.700 0.400 1.120

Cutout No. 09,25 4 1.000 0.700 2.800

4 0.700 0.400 1.120

Cutout No. 35,36 4 0.800 0.500 1.600

4 0.500 0.400 0.800

Cutout No. 12,20 4 1.000 0.500 2.000

4 0.500 0.400 0.800

Cutout No. 13,19 4 1.000 0.500 2.000

4 0.500 0.400 0.800

Cutout No. 15,23 4 1.000 0.450 1.800

4 0.450 0.350 0.630

Cutout No. 48,49 4 0.250 0.250 0.250

4 0.250 1.800 1.800

-4 0.250 1.800 -1.800

Cutout No.42,43 4 0.250 0.250 0.250

4 0.250 1.800 1.800

-4 0.250 1.800 -1.800

Cutout No. 40,41 4 0.250 0.250 0.250

4 0.250 1.800 1.800

-4 0.250 1.800 -1.800

Cutout No. 44,45 4 0.250 0.250 0.250

4 0.250 1.800 1.800

-4 0.250 1.800 -1.800


3.428 210.06

3.528

2.6

1.5

43.348

2.6

1.5

3.45

3.35

16.7

6.7

9.3

1.6

4.9

6.05

3.25

3.29

3.89

14.9

17.7

7.78

10.5

6.8

2.6

0.9

11.2

16.7

210.064 3.1

121.45

164.896

3.8

0.7

3.1

0.6

2.45

1.9

3.1

0.6

6.138

6.381



SL. No. Description No. L B H Qty. Total Quantity Unit

#

- 1 1672.36 1672.36

350 mm thick area 0 326.50 0.00

250 mm thick slab 0 223.75 0.00 1672.36

Deduction of Cutouts - Area

1 -1 33.68 -33.68

2 & 3 -2 2.71 -5.42

4 & 5 -2 14.14 -28.27

6 &13 -2 1.89 -3.78

7 &12 -2 1.28 -2.55

8 & 11 -2 0.72 -1.44

9 & 10 -2 0.66 -1.32

14 & 17 -2 14.14 -28.27

15,16,18,19,29 &21 -6 4.86 -29.16

22 & 23 -2 2.45 -4.90

24 & 27 -2 3.89 -7.78

25 & 26 -2 10.18 -20.36

28 & 29 -2 1.25 -2.50

30 -1 2.00 1.73 -3.45 -172.88

Add formwork around Cutouts:- Perimeter

1 1 35.15 0.20 7.03

2 & 3 2 6.60 0.20 2.64

4 & 5 2 17.45 0.20 6.98

6 &13 2 6.15 0.20 2.46

7 &12 2 4.70 0.20 1.88

8 & 11 2 3.60 0.20 1.44

9 & 10 2 3.40 0.20 1.36

14 & 17 2 10.35 0.20 4.14

15,16,18,19,20 &21 6 8.85 0.20 10.62

Tower C - Measurement Sheet - Formwork for G.F Slab & Slab Beams

Formwork for Ground floor Slab & Slab Beams

Area of Ground floor slab

Slab thickness


22 & 23 2 7.18 0.20 2.87

24 & 27 2 7.89 0.20 3.16

25 & 26 2 12.94 0.20 5.18

28 & 29 2 5.65 0.20 2.26

30 1 7.46 0.20 1.49 53.51

C1,C2,C4,C5,C17 and-2 39.09 -78.18

C11,C12,C14,C15,C18

C3 & C13 -2 2.00 0.80 -3.20

C7 & C8 -2 3.93 -7.85

SW1 & SW6 -2 6.47 -12.94

SW2, SW3 & SW7 , SW8 -2 21.45 -42.91

C6 & C10 -2 4.70 0.80 -7.52

SW4 & SW9 -2 10.34 -20.68

SW5& SW10 -2 6.88 0.55 -7.56

-2 1.60 0.55 -1.76

-2 1.60 0.50 -1.60

Podium columns 8 Nos. -8 =3.141/4x0.60x0.60x.2 -0.45

Retaining walls near 3 -1 2.855 0.300 -0.856

-1 1.950 0.300 -0.585

-1 1.900 0.150 -0.285

-1 1.550 0.150 -0.232

-1 1.600 0.150 -0.240

-1 1.550 0.150 -0.232

-2 8.600 0.150 -2.580

-2 3.050 0.150 -0.915

-2 2.225 0.150 -0.668

-2 1.500 0.150 -0.450

-2 1.700 0.150 -0.510

-2 6.650 0.150 -1.995

-2 0.375 0.150 -0.112

-2 2.950 0.150 -0.885

-2 2.650 0.150 -0.795

-1 3.650 0.150 -0.548 -196.54

Deductions of shear walls and columns:-


Slab Beams:-

LB2 2 3.65 0.70 5.11

LB3,LB5 4 2.65 0.40 4.24

LB7A,LB8A 4 2.10 0.40 3.36

LB7,LB8 4 2.10 1.55 13.02

LB10,LB11 4 1.30 0.40 2.08

LB12 2 2.00 0.65 2.60

LB13 2 2.50 0.65 3.25

LB14 2 2.50 0.65 3.25

LB15 2 2.50 0.65 3.25

LB16 2 1.20 0.65 1.56

LB17 2 2.00 0.65 2.60

1,2 4 3.05 0.25 3.05

-4 0.23 0.25 -0.23

9,14 4 1.00 0.25 1.00

-4 0.23 0.25 -0.23

10,15 4 0.60 0.25 0.60

-4 0.23 0.25 -0.23

11,16 4 2.15 0.25 2.15

-4 0.23 0.25 -0.23

1X, 2X 8 0.53 1.20 5.04

-4 0.30 1.20 -1.44

3,4 4 2.28 0.35 3.19

-4 0.15 0.35 -0.21

5,6 4 2.28 0.35 3.19

-4 0.23 0.35 -0.32

7,17 4 1.95 1.20 9.36

-4 0.30 1.20 -1.44

7A,17A 4 4.17 1.20 20.02

-4 0.30 1.20 -1.44

7B,17B 4 4.15 1.20 19.92

-4 0.30 1.20 -1.44

9A,9B,10A,14A,14B,15A 12 2.70 0.25 8.10


-6 0.23 0.25 -0.35

9AX,9BX,14AX,14BX 8 0.25 0.25 0.50

-4 0.23 0.25 -0.23

11X 4 1.90 0.25 1.90

-2 0.23 0.25 -0.12

11X 4 1.47 0.25 1.47

-2 0.23 0.25 -0.12

18 2 7.59 0.55 8.34

-2 0.45 0.55 -0.50

18 2 7.41 0.55 8.15

-2 0.45 0.55 -0.50

18A 2 7.71 0.55 8.48

-2 0.45 0.55 -0.50

18A 2 7.93 0.55 8.72

-2 0.45 0.55 -0.50

18B 2 3.62 0.25 1.81

18B 2 3.32 0.25 1.66

-2 0.45 0.25 -0.23

18C 2 10.20 0.25 5.10

-2 0.45 0.25 -0.23

19A,22A 4 5.46 0.55 12.01

-4 0.45 0.55 -0.99

19,22 4 11.42 0.55 25.11

-4 0.45 0.55 -0.99

20,21 4 8.09 0.55 17.80

-4 0.45 0.55 -0.99

23,24 2 5.71 0.40 4.57

-2 0.45 0.40 -0.36

24 2 6.61 0.40 5.29

-2 0.30 0.40 -0.24

25,26 4 7.45 0.54 16.09

-4 0.60 0.54 -1.30

27 2 4.00 0.25 2.00


-2 0.30 0.25 -0.15

28 2 0.25 0.50

-2 0.30 0.25 -0.15

29 2 3.65 0.25 1.83

-2 0.55 0.25 -0.28

1A,2A 4 2.15 0.25 2.15

-4 0.23 0.25 -0.23

1B,2B 4 1.50 0.25 1.50

-4 0.23 0.25 -0.23 238.55

1 82.511 0.350 28.88 28.88

1 18.048 0.250 4.51 4.51

TOTAL QUANTITY = = 1628.39 Sq.m



LARSEN & TOUBRO LTD ECC DIVISION


Particulars No. L B H

1 R.C.C. Concrete M60

- From (-)6.1 m to (-) 3 m level :- From 3rd basement floor to Mid Landing lvl

Sloping slab 2 2.945 1.500 0.250

Steps 18/2 1.500 0.250 0.155- From Mid Landing lvl to

Mid-Landing 2 4.200 2.000 0.250

Sloping slab 2 2.945 2.000 0.250

Steps 18/2 1.500 0.250 0.155

Top-Landing 2 4.200 2.025 0.050TOTAL =

2.586 0.6 1.8 2.792882.586 1.05 1.8 2.44377

5.23665

Tower C - Measurement Sheet - Staircase - R.C.C. Concrete (M60)

SL. No.

RAB22

Qty. Unit

2.208

0.523

4.200

2.945

0.523

0.85111.250 Cu.m



Particulars No. L B H

1 R.C.C. Concrete M60

- From (-) 3 m to (+) .1m level :- From 2nd basement floor to Mid Landing lvl

Bottom Landing 2 4.200 2.025 0.250

Sloping slab 2 2.945 1.500 0.250

Steps 18/2 1.500 0.250 0.155- From Mid Landing lvl

Mid-Landing 2 4.200 2.000 0.250

Sloping slab 2 2.945 2.000 0.250

Steps 18/2 1.500 0.250 0.155

Top-Landing 2 4.200 2.025 0.050TOTAL =

Tower C - Measurement Sheet - Staircase - R.C.C. Concrete (M60)

SL. No.

RAB22

Qty. Unit

4.253

2.208

0.523

4.200

2.945

0.523

0.85115.503 Cum



Description No. L B H Qty.

1 R.C.C. Concrete for Slab & Slab Beams

1 1722.790 0.250 430.698

400 mm thick area 1 115.18 0.150 17.277


1 -1 65.082 0.250 -16.271

2 -1 69.382 0.250 -17.346

3 -1 12.514 0.250 -3.129

4 -1 6.614 0.250 -1.654

5 -1 6.614 0.250 -1.654

6 -1 0.712 0.250 -0.178

7 -1 0.67 0.250 -0.168

8 -1 6.201 0.250 -1.550

9 -1 6.614 0.250 -1.654

10 -1 6.614 0.250 -1.654

11 -1 1.47 0.250 -0.368

12 -1 6.614 0.250 -1.654

13 -1 6.615 0.250 -1.654

14 -1 9.6 0.250 -2.400

15 -1 2.25 0.250 -0.563

-1 0.63 0.250 -0.158

16 -1 6.615 0.250 -1.654

17 -1 6.614 0.250 -1.654

18 -1 1.168 0.250 -0.292

19 -1 2.85 0.250 -0.713

20 -1 12.6 0.250 -3.150

21 -1 5.635 0.250 -1.409

22 -1 5.635 0.250 -1.409

Tower A - Measurement Sheet - R.C.C. Concrete for Slab & Slab Beams

SL. No.

area of 2nd basement floor slab

23 -1 5.635 0.250 -1.409

24 -1 25.565 0.250 -6.391

25 -1 28.715 0.250 -7.179


C1, C2, C3, C4, C5, C6, C7, C8, C9, C10, C11 -1 =197.610-137.946 0.250 -14.916

add 1 1.979 0.250 0.495

-1 69.408 0.250 -17.352

RW -1 2.953 0.250 -0.738

RW -1 0.450 0.250 -0.113

C20, C24 -2 6.550 0.250 -3.275

C17, C21 -2 5.725 0.250 -2.863

Lift -1 7.880 0.250 -1.970

SW25, SW26, SW27, SW28, SW29, SW30, SW23 -1 67.924 0.250 -16.981

RW -1 2.589 0.250 -0.647

RW -1 0.450 0.250 -0.113

SW18, SW22 -2 15.662 0.250 -7.831

Curve walls -2 2.601 0.250 -1.301

-1 2.593 0.250 -0.648

-1 2.589 0.250 -0.647

-1 =201.377-137.946 0.250 -15.858

Add 1 1.979 0.250 0.495

Podium columns -1 3.141/4*0.6*0.6 0.250 -0.071

Slab Beams -

LB3 1 2.050 0.900 0.350 0.646

LB9 1 3.875 0.900 0.650 2.267

1 1.088 0.900 0.650 0.636

1 3.514 0.900 0.650 2.056

LB12 1 3.875 0.900 0.650 2.267

1 1.088 0.900 0.650 0.636

1 4.414 0.900 0.650 2.582

LB11 1 2.05 0.900 0.500 0.923

LB19 1 1.203 0.821 0.450 0.444


C31, C32, C33, C34, C35, C36, C37, C38, C39, C40, C41

LB20 1 1.203 0.785 0.450 0.425

LB21 1 2.000 0.700 0.250 0.350

LB22 1 2.300 0.700 0.250 0.402

LB23 1 2.300 0.700 0.250 0.402

LB24 1 2.500 0.700 0.250 0.438

LB25 1 2.500 0.700 0.250 0.438

LB26 1 2.500 0.700 0.250 0.438

LB27 1 2.500 0.700 0.250 0.438

LB28 1 2.000 0.700 0.250 0.350

LB13 1 1.723 0.700 0.600 0.724

1 4 1.200 0.600 0.150 0.432

1A 1 2.235 0.230 0.350 0.180

1 3.000 0.230 0.350 0.242

1B 1 2.235 0.230 0.350 0.180

3 2 3.547 0.515 0.350 1.279

5 1 5.075 0.300 0.350 0.533

6 1 7.604 0.300 0.350 0.798

1 7.950 0.300 0.350 0.835

4 2 6.192 0.450 0.200 1.115

8 2 7.187 0.450 0.200 1.294

9 2 5.403 0.450 0.200 0.972

13 1 5.383 0.450 0.200 0.484

10, 11, 12 3 2.300 0.150 0.300 0.310

10X 2 0.15 0.350 0.300 0.032

14 1 4.65 0.450 0.200 0.419

17 1 4.775 0.450 0.200 0.430

15 1 6.778 0.450 0.200 0.610

16 1 6.778 0.450 0.200 0.610

18 2 4.500 0.300 0.350 0.945

26, 27 2 2.450 0.450 0.350 0.772

28 2 2.450 0.300 0.200 0.294

TOTAL QUANTITY =

1679.333 7001.00290915

697.9695

BOQ Code:

RA Bill - 22

Unit

447.975

2.00215

Total Quantity

-77.307

-84.333

0.6

0.9

Already Considered in the Wall Calculation

29.624

315.959 Cu.m



Tower C - Measurement Sheet - R.C.C. Concrete for Slab & Slab Beams

Description No. L

1 R.C.C. Concrete for Slab & Slab Beams -

1 1672.090Area of slab with 250 mm thickness 1 216.700Deduction of Cutouts -1 -1 31.8302 -1 2.4503 -1 2.0004 & 5 -2 14.1406 -1 1.7607 -1 1.2808 -1 3.2209 -1 6.61010 -1 6.61011 -1 6.62012 -1 2.25013 -1 1.28014 -1 1.76025 -1 3.21815 -1 6.61516 -1 6.61517 -1 6.61518 -1 2.45019 -1 3.94020 -1 1.07021 -1 10.180

SL. No.

1 st basement floor slab Area of 1st basement floor slab

22 -1 10.18023 -1 3.94024 -1 1.070Deduction of Column & Shear walls -C1, C2, C4, C5, C17 -1 =124.843-85.747C3 -1 1.599C6, C10 -2 3.760C7, C8 -2 4.908SW1, SW2, SW3 -1 29.771Retaining wall - 3 Nos. -3 0.809SW4, SW5 -1 8.751

-2 0.341-1 2.8-1 6.439

Retaining walls - near C3 -1 0.862-1 0.992

Retaining walls - near C13 -1 0.856-1 0.584

C11, C12, C14, C15, C18 -1 =124.843-85.747C13 -1 1.599SW9, SW10 -1 8.747

-1 2.800-2 0.341-1 6.439

SW6, SW7, SW8 -1 29.771-3 0.810

Retaining walls -1 10.053-1 3.212-1 1.825

Podium column -8 3.141/4x0.6x0.6x0.20Slab Beams :LB2 1 3.650LB3 1 2.650

LB5 1 2.650LB7 1 2.100LB8 1 2.100LB10 1 1.300LB11 1 1.300LB12 1 2.000LB13 1 2.500LB14 1 2.500LB15 1 2.500LB16 1 1.200LB17 1 2.0001 1 3.0502 1 3.0507 1 1.8709 1 1.00010 1 0.60011 1 2.15014 1 1.00015 1 0.60016 1 2.15017 1 1.8701X 1 0.5252X 1 0.5251A 1 2.0751B 1 1.5002A 1 2.0752B 1 1.50012 1 3.00013 1 3.0003 1 2.2754 1 2.2755 1 2.2756 1 2.275

9A 1 2.7009B 1 2.70010A 1 2.70014A 1 2.70014B 1 2.70015A 1 2.7009AX 1 0.3009BX 1 0.30014AX 1 0.30014Bx 1 0.30011X 1 1.900

1 1.4701 1.6001 1.470

18 1 7.7361 7.913

18A 1 8.1791 7.776

18B 1 3.6231 3.324

18C 1 10.20219 1 10.71722 1 10.72019A 1 5.17722A 1 5.18620 1 7.60221 1 7.83623 1 5.71324 1 6.61227 1 3.650

TOTAL QUANTITY

Deduct Quantity from last billNET PAYABLE QUANTITY FOR RAB 22

1679.333

Corbel

LARSEN & TOUBRO LTD ECC DIVISION BA-22


Tower C - Measurement Sheet - R.C.C. Concrete for Slab & Slab Beams

B H Qty. Unit

1672.090 0.200 334.418216.700 0.050 10.835 345.253

31.830 0.200 -6.3662.450 0.200 -0.4902.000 0.200 -0.400

14.140 0.200 -5.6561.760 0.200 -0.3521.280 0.200 -0.2563.220 0.200 -0.6446.610 0.200 -1.3226.610 0.200 -1.3226.620 0.200 -1.3242.250 0.200 -0.4501.280 0.200 -0.2561.760 0.200 -0.3523.218 0.200 -0.6446.615 0.200 -1.3236.615 0.200 -1.3236.615 0.200 -1.3232.450 0.200 -0.4903.940 0.200 -0.7881.070 0.200 -0.214

10.180 0.200 -2.036

Total Quantity

10.180 0.200 -2.0363.940 0.200 -0.7881.070 0.200 -0.214 -30.369

=124.843-85.747 0.200 -7.8191.599 0.200 -0.3203.760 0.200 -1.5044.908 0.200 -1.963

29.771 0.200 -5.9540.809 0.200 -0.4858.751 0.200 -1.7500.341 0.200 -0.136

2.8 0.200 -0.5606.439 0.200 -1.2880.862 0.200 -0.1720.992 0.200 -0.1980.856 0.200 -0.1710.584 0.200 -0.117

=124.843-85.747 0.200 -7.8191.599 0.200 -0.3208.747 0.200 -1.7492.800 0.200 -0.5600.341 0.200 -0.1366.439 0.200 -1.288

29.771 0.200 -5.9540.810 0.200 -0.486

10.053 0.200 -2.0113.212 0.200 -0.6421.825 0.200 -0.365

3.141/4x0.6x0.6x0.20 -0.452 -44.222

0.550 0.900 1.8070.800 0.600 1.272

0.800 0.600 1.2720.550 1.750 2.0210.550 1.750 2.0210.500 0.600 0.3900.500 0.600 0.3900.750 0.850 1.2750.700 0.850 1.4880.700 0.850 1.4880.700 0.850 1.4880.750 0.850 0.7650.750 0.850 1.2750.300 0.450 0.4120.300 0.450 0.4120.300 0.450 0.2520.300 0.450 0.1350.300 0.450 0.0810.300 0.450 0.2900.300 0.450 0.1350.300 0.450 0.0810.300 0.450 0.2900.300 0.450 0.2520.300 0.450 0.0710.300 0.450 0.0710.230 0.450 0.2150.230 0.450 0.1550.230 0.450 0.2150.230 0.450 0.1550.230 0.450 0.3110.230 0.450 0.3110.150 0.550 0.1880.150 0.550 0.1880.230 0.550 0.2880.230 0.550 0.288

0.230 0.450 0.2790.230 0.450 0.2790.230 0.450 0.2790.230 0.450 0.2790.230 0.450 0.2790.230 0.450 0.2790.250 0.450 0.0340.250 0.450 0.0340.250 0.450 0.0340.250 0.450 0.0340.230 0.450 0.1970.230 0.450 0.1520.230 0.450 0.1660.230 0.450 0.1520.450 0.450 1.5670.450 0.450 1.6020.450 0.450 1.6560.450 0.450 1.5750.450 0.450 0.7340.450 0.450 0.6730.450 0.450 2.0660.450 0.450 2.1700.450 0.450 2.1710.450 0.450 1.0480.450 0.450 1.0500.450 0.450 1.5390.450 0.450 1.5870.300 0.600 1.0280.300 0.600 1.1900.550 0.450 0.903 46.784

= 317.45 Cu.m

= 150.00 Cu.m= 167.45 Cu.m

697.9695700

1.002909153

0.000 46.784




1 R.C.C. Concrete for Colunms & Shear Walls

- From 2nd basment lvl. to 1st basement lvl.

C1, C2, C3, C4, C5, C17 2 1.714 0.750 3.100 7.970

C11, C12, C13, C14, C15, C18 2 1.294 0.750 3.100 6.017

2 10.837 0.750 3.100 50.392

2 1.399 0.750 3.100 6.505

2 1.675 0.750 3.100 7.789

2 7.661 0.700 3.100 33.249

2 2.325 0.800 3.100 11.532

2 1.625 1.000 3.100 10.075

2 2.644 0.700 3.100 11.475

2 7.450 0.700 3.100 32.333

2 2.644 0.700 3.100 11.475

2 3.400 0.700 3.100 14.756

2 2.000 1.150 3.100 14.260

2 5.601 0.700 3.100 24.308

2 2.000 0.800 3.100 9.920

-1 3.191 3.100 -9.891

Deduct Cutouts -

Cutout No. 01 -1 1.200 0.750 2.100 -1.890

Cutout No. 02 -1 1.300 0.700 0.650 -0.591

Cutout No. 03 -1 2.500 0.700 2.100 -3.675

Cutout No. 04 -1 2.500 0.700 2.100 -3.675

Cutout No. 05 -1 0.350 0.700 0.350 -0.086

Cutout No. 06 -1 0.350 0.700 0.350 -0.086

Cutout No. 07 -1 2.500 0.700 2.100 -3.675

Deduct Cutouts -

Cutout No. 31 -1 0.600 0.700 0.300 -0.126

Cutout No. 32 -1 2.000 0.750 2.100 -3.150

TOWER 'C' - Measurement Sheet - R.C.C. Concrete for Colunms & Shear Walls

SL. No.

Cutout No. 30 -1 2.000 0.750 0.300 -0.450

Cutout No. 29 -1 =3.141/4*0.3*0.3 0.750 -0.053

Cutout No. 28 -1 1.000 0.700 0.400 -0.280

Cutout No. 37 -1 1.950 0.700 0.550 -0.751

C6, C10 2 4.700 0.800 2.900 21.808

SW4, SW5 2 1.725 0.800 3.100 8.556

SW9,SW10 2 6.600 0.550 3.100 22.506

2 7.475 0.500 3.100 23.173

2 3.000 0.250 3.100 4.650

2 3.000 0.300 3.100 5.580

2 4.600 0.250 3.100 7.130

2 2.275 0.150 3.100 2.116

2 1.600 0.550 3.100 5.456

2 6.975 0.550 3.100 23.785

2 3.450 0.500 3.100 10.695

Deduct Cutouts -

Cutout No. 10 -1 0.600 0.550 0.300 -0.099

Cutout No. 11 -1 1.000 0.500 0.600 -0.300

Deduct Cutouts -

Cutout No. 26 -1 1.000 0.550 0.300 -0.165

Cutout No. 27 -1 1.000 0.500 0.600 -0.300

C7, C8 - Circular column - 2500 mm dia. 2 =3.141/4x2.5x2.5x3.10 30.428

8 =3.141/4x0.60x0.60x3.10 7.011

Column Capitals - RC12, RC16 2 2.500 2.500 0.100 1.640

Retaining walls 1 6.612 0.150 3.100 3.075

1 5.713 0.150 3.100 2.657

1 2.857 0.300 3.100 2.657

1 1.949 0.300 3.100 1.813

2 8.600 0.300 3.100 15.996

1 10.189 0.500 3.100 15.793

Podium Columns - RC14, 13, 11, 12, 18, 17, 15, 16 - 600 mm dia.

1 9.928 0.500 3.100 15.388

1 6.425 0.500 3.100 9.959

1 3.650 0.500 3.100 5.658

SW1, SW2, SW3 2 1.699 1.007 3.100 10.604

SW7,SW8,SW9 2 4.610 1.000 3.100 28.582

2 7.575 0.700 3.100 32.876

2 6.725 0.550 3.100 22.932

2 7.425 0.500 3.100 23.018

2 1.000 0.500 3.100 3.100

2 11.600 0.450 3.100 32.364

4 2.600 0.300 3.100 9.672

4 2.450 0.250 3.100 7.595

2 2.600 0.800 3.100 12.896

Deduct Cutouts -

Cutout No. 08,24 -2 1.000 0.700 0.400 -0.560

Cutout No. 09,25 -2 1.000 0.700 0.400 -0.560

Cutout No. 35,36 -2 0.800 0.500 0.400 -0.320

Cutout No. 12,20 -2 1.000 0.500 0.400 -0.400

Cutout No. 13,19 -2 1.000 0.500 0.400 -0.400

Cutout No. 40,42 -2 0.250 0.250 1.800 -0.225

Cutout No. 41,43 -2 0.250 0.250 1.800 -0.225

Cutout No. 44,46 -2 0.250 0.250 1.800 -0.225

Cutout No. 45,47 -2 0.250 0.250 1.800 -0.225

TOTAL QUANTITY = =

Deduct Last month bill quantity =Net Payable Quantity FTM Dec-11 =

Ba-22

Unit

2.571

1.941

16.2555

2.0985

2.5125

10.7254

3.72

3.25

3.7016

10.43

3.7016

4.76

4.6

7.8414

3.2

242.166 81.3085 78.118

-13.678

Total Quantity

-4.810

21.808

113.646

-0.399

-0.465

30.428 30.41875

7.00848

8.650

72.994

3.420779

9.22

10.605

7.3975

7.425

1

10.44

3.12

2.45

183.639 4.16

59.23828 58.478

-3.140

650.840 Cu.m

504.41146.430 Cu.m




1 R.C.C. Concrete for Columns & Shear Walls

-

C1, C2, C3, C4, C5,C6,C7,C8,C9,C10,C11 1 5.097 0.700 3.100 11.060

1 6.700 0.700 3.100 14.539

1 0.854 0.175 3.100 0.462

1 2.150 0.800 3.100 5.332

1 14.165 0.700 3.100 30.738

1 2.228 0.700 3.100 4.835

1 3.240 0.900 3.100 9.040

1 1.150 0.700 3.100 2.496

1 2.210 0.900 3.100 6.166

1 9.446 0.700 3.100 20.498

1 3.200 0.900 3.100 8.928

1 5.450 0.700 3.100 11.827

1 1.850 0.700 3.100 4.015

1 3.675 0.900 3.100 10.253

1 2.950 0.700 3.100 6.402

1 3.675 0.700 3.100 7.975

1 1.550 1.500 3.100 7.208

1 2.625 0.850 3.100 6.917

1 7.770 0.700 3.100 16.861

Deduct Cutouts -

Cutout no. 31 -1 1.000 0.700 0.400 -0.280

Cutout no. 32 -1 0.300 0.700 0.300 -0.063

Cutout no. 33 -1 0.600 0.700 0.300 -0.126

Cutout no. 28 -1 2.000 0.700 2.100 -2.940

TOWER 'A' - Measurement Sheet - R.C.C. Concrete for Columns & Shear Walls

SL. No.

From 3rd basement to 2nd basement floor level

Cutout no. 30 -1 1.000 0.900 0.350 -0.315

Cutout no. 29 -1 1.000 0.700 0.350 -0.245

Cutout no. 27 -1 0.300 0.700 0.300 -0.063

Retaining wall - near C8 & C11 1 3.000 0.500 3.100 4.650

1 3.027 0.500 3.100 4.692

Retaining wall - near C3 1 1.750 0.300 3.100 1.628

1 3.650 0.300 3.100 3.395

C17, C21 2 =3.141/4x2.70x2.70x3.10 35.492

C20, C24 2 6.550 1.000 3.100 40.610

Lift 1 8.500 0.450 3.100 11.858

2 2.600 0.450 3.100 7.254

2 2.450 0.350 3.100 5.317

1 3.675 0.900 3.100 10.253

1 1.850 0.700 3.100 4.015

1 9.446 0.700 3.100 20.498

1 3.200 0.900 3.100 8.928

1 5.450 0.700 3.100 11.827

1 2.950 0.700 3.100 6.402

1 1.643 0.900 3.100 4.584

1 2.480 0.900 3.100 6.919

1 14.165 0.700 3.100 30.738

1 2.228 0.700 3.100 4.835

1 6.700 0.700 3.100 14.539

1 0.854 0.175 3.100 0.462

1 5.097 0.700 3.100 11.060

1 7.737 0.700 3.100 16.789

1 2.625 0.850 3.100 6.917

1 1.550 1.500 3.100 7.208

1 3.675 0.700 3.100 7.975

1 2.950 0.700 3.100 6.402

C38 1 2.150 0.800 3.100 5.332

Deduct Cutouts -

Cutout no. 9 -1 1.000 0.900 0.350 -0.315

C31, C32, C33, C34, C35, C36, C37, C38, C39, C40, C41

Cutout no. 8 -1 2.000 0.700 2.100 -2.940

Cutout no. 10 -1 1.000 0.700 0.350 -0.245

Cutout no. 11 -1 1.300 0.900 0.640 -0.749

Cutout no. 1 -1 2.300 0.700 2.100 -3.381

Cutout no. 2 -1 2.300 0.700 2.100 -3.381

Cutout no. 3 -1 2.500 0.700 2.100 -3.675

Cutout no. 5 -1 2.500 0.700 2.100 -3.675

Cutout no. 6 -1 2.500 0.700 2.100 -3.675

Cutout no. 7 -1 2.500 0.700 2.100 -3.675

Retaining wall - near C31 1 2.275 0.150 3.100 1.058

5 1 3.788 0.150 3.100 1.761

6 1 7.440 0.150 3.100 3.460

6 1 7.964 0.150 3.100 3.703

SW13A, SW12, SW13, SW14, SW15, SW16 2 10.601 1.200 3.100 78.871

SW25,SW26,SW27,SW28,SW29,SW30 2 2.476 0.900 3.100 13.816

2 17.875 0.900 3.100 99.743

2 1.633 0.903 3.100 9.143

2 1.656 0.978 3.100 10.036

2 2.185 1.054 3.100 14.279

2 9.320 1.200 3.100 69.341

2 1.588 0.541 3.100 5.325

Deduct Cutouts -

Cutout no. 24,12 -2 1.000 0.900 0.400 -0.720

Cutout no. 25,13 -2 1.200 0.900 0.350 -0.756

Cutout no. 26,14 -2 1.000 0.900 0.250 -0.450

SW18,SW22 2 7.300 0.900 3.100 40.734

2 1.035 0.600 3.100 3.850

2 5.250 0.600 3.100 19.530

2 6.200 0.450 3.100 17.298

2 2.450 0.300 3.100 4.557

2 2.450 0.500 3.100 7.595

2 1.202 0.476 3.100 3.546

2 6.202 0.385 3.100 14.804

Deduct Cutout no. 22 ,15 -2 1.000 0.600 0.500 -0.600

SW19 1 5.922 0.807 3.100 14.807

1 0.300 0.300 3.100 0.279

1 0.950 0.300 3.100 0.884

1 2.450 0.600 3.100 4.557

1 2.450 0.300 3.100 2.279

1 2.450 0.500 3.100 3.798

1 6.202 0.443 3.100 8.508

1 7.700 0.450 3.100 10.742

1 3.000 0.900 3.100 8.370

1 7.700 0.900 3.100 21.483

1 1.800 0.600 3.100 3.348

Retaining wall 1 3.000 0.150 3.100 1.395

SW23 1 5.922 0.807 3.100 14.807

1 6.102 0.441 3.100 8.342

1 2.450 0.600 3.100 4.557

1 2.450 0.300 3.100 2.279

1 2.450 0.500 3.100 3.798

1 6.800 0.450 3.100 9.486

1 1.800 0.600 3.100 3.348

1 3.000 0.900 3.100 8.370

1 6.800 0.900 3.100 18.972

Retaining wall 1 3.000 0.150 3.100 1.395

Podium Columns - PC2, PC18, PC18A 3 =3.141/4x0.60x0.60x3.10 2.629

TOTAL QUANTITY = =

BOQ Code:

RA Bill - 22

Unit

Total Quantity

181.517

14.364

35.492

40.610

24.428

3.3075

1.295

6.6122

2.88

3.815

2.065

1.4787

2.232

9.9155

1.5596

4.69

0.149023

3.5679

5.4159

2.23125

2.325

2.5725

2.065

1.72

159.970

9.982

298.627

111.314

80.448

75.353

2.629

1034.734 Cu.m



Description No.

1 R.C.C. Concrete for Slab & Slab Beams

- Ground floor slab

1

1

-11-1

For 500 mm thk. Slab 1Deduction of Cutouts -1 -12 -13 -14 -15 -16 -17 -1

Tower B - Measurement Sheet - R.C.C. Concrete for Slab & Slab Beams

Sr. No

.

For (+) 3.55 m - 350 mm thk. & (+) 4.60 m level - 250 mm thk.

For +3.55 m level slab - slab thk is 0.35 m - so add for 100 mm thk.

8 -19 -110 -111 -112 -113 -114 -115 -116 -117 -118 -119 -120 -121 -122 -127 -123, 24, 25 -326 -1Deduction of Column & Shear walls -

(a) C1, C2, C3, C4, C4A, C5A, C5B, C7A, C7B

=

(b) RW =© =(d) =(e) C15, C19 =(f) SW16, SW19 =(g) SW13, SW8, SW9, SW10, SW11, SW12

C26B, C26A, C30A, C31, C32, C30, C28A, C28B, C29

Circular Columns - C14, C18Podium Columns - 10 Nos.

SW22, SW23, SW24, SW25, SW26, SW27 =

(h) SW17, SW20 =Convert in Sqm =

-1Slab Beams :LB3 1LB9 1

11

LB12 111

LB11 1LB32 2

2LB7 1LB8 1LB7A 1LB8A 11 12 13 1

1112211

4 - (+) 3.55 m level slab

5 - (+) 3.55 m level slab6 - (+) 3.55 m level slab7 - (+) 3.55 m level slab8 - (+) 3.55 m level slab

1111111

16 211

27 223 124 126 125 122 231 132 133 134 135 136 137 138 139 140 141 142 143 1

18 - (+) 3.55 m level slab19 - (+) 3.55 m level slab13 - (+) 3.55 m level slab14 - (+) 3.55 m level slab22C - (+) 3.55 m level slab22A - (+) 3.55 m level slab22B - (+) 3.55 m level slab

17 - (+) 3.55 m level slab21 - (+) 3.55 m level slab

44 145 138X 141X 142X 145X 139X 140X 143X 144X 146, 47, 48 346X, 47X 220 249 149A 150 1LB13 1LB16 1LB17 1LB18 1LB22 1LB23 1

TOTAL QUANTITY Deduct last bill quantity Net Payble Quantity

LARSEN & TOUBRO LTD ECC DIVISION RAB 21


L B H Qty.

2095.597 0.250 523.899

539.238 0.100 53.924

179.861 0.100 -17.986514.884 0.100 51.488179.843 0.100 -17.984116.704 0.250 29.176 622.517

44.591 0.250 -11.1484.215 0.250 -1.0544.034 0.250 -1.009

12.514 0.250 -3.1294.860 0.250 -1.2154.860 0.250 -1.2150.643 0.250 -0.161

- Measurement Sheet - R.C.C. Concrete for Slab & Slab Beams

Total Quantity

0.670 0.250 -0.1686.201 0.250 -1.5504.860 0.250 -1.2154.860 0.250 -1.2154.034 0.250 -1.0091.470 0.250 -0.3684.860 0.250 -1.2154.860 0.250 -1.2157.840 0.250 -1.9602.250 0.250 -0.5630.411 0.250 -0.1034.860 0.250 -1.2154.860 0.250 -1.2152.850 0.250 -0.713

10.335 0.250 -2.5841.207 0.250 -0.3024.050 0.250 -3.0373.984 0.250 -0.996 -39.570

423.540

8.51651.52012.72158.950

141.300

395.139

395.139

196.020 1287.7061287.706 / 4.500 286.157 286.157286.157 x 0.250 -71.539 -71.539

2.050 0.900 0.350 0.6463.475 0.900 0.650 2.0333.875 0.900 0.650 2.2671.088 0.900 0.650 0.6364.375 0.900 0.650 2.5593.875 0.900 0.650 2.2671.088 0.900 0.650 0.6362.050 0.900 0.500 0.9231.378 0.900 1.700 4.2151.634 0.900 1.700 5.0001.203 0.831 0.600 0.5991.203 0.790 0.600 0.5705.922 1.346 0.200 1.5945.922 1.346 0.200 1.5944.500 0.300 0.350 0.4724.500 0.300 0.350 0.4723.547 0.666 0.350 0.8263.553 0.666 0.350 0.8282.412 0.450 0.300 0.3265.131 0.450 0.300 0.6934.950 0.450 0.100 0.4466.703 0.450 0.100 0.6039.010 0.450 0.400 1.6229.095 0.450 0.400 1.637

10.398 0.450 0.400 1.8729.245 0.450 0.400 1.6647.992 0.450 0.400 1.4397.636 0.450 0.400 1.3745.993 0.450 0.400 1.0795.474 0.450 0.400 0.9855.212 0.450 0.400 0.9382.450 0.450 0.200 0.4414.799 0.450 0.400 0.8643.536 0.450 0.400 0.6368.175 0.400 0.490 3.2053.398 0.230 0.350 0.2743.359 0.230 0.350 0.2701.996 0.230 0.350 0.1611.652 0.450 0.350 0.2602.450 1.000 0.350 1.7153.816 0.450 0.200 0.3435.099 0.450 0.200 0.4593.776 0.230 0.350 0.3041.200 0.600 0.350 0.2521.200 0.600 0.350 0.2521.200 0.600 0.350 0.2521.200 0.600 0.350 0.2521.500 0.480 0.350 0.2521.500 0.368 0.350 0.1931.500 0.368 0.350 0.1931.500 0.480 0.350 0.2521.500 0.480 0.350 0.2521.500 0.368 0.350 0.193

1.500 0.368 0.350 0.1931.500 0.480 0.350 0.2520.413 0.300 0.350 0.0430.413 0.300 0.350 0.0430.413 0.300 0.350 0.0430.413 0.300 0.350 0.0430.336 0.300 0.350 0.0350.336 0.300 0.350 0.0350.336 0.300 0.350 0.0350.336 0.300 0.350 0.0351.500 0.150 0.300 0.2030.150 0.350 0.300 0.0321.500 0.150 0.300 0.1352.235 0.230 0.350 0.1802.235 0.230 0.350 0.1803.000 0.230 0.350 0.2422.900 0.700 0.250 0.5082.600 0.700 0.250 0.4551.200 0.700 0.250 0.2102.800 0.700 0.250 0.4902.000 0.700 0.250 0.3501.500 0.700 0.250 0.262 58.096

= 569.504= 550.587= 18.917

697.9695

1679.333 7001.0029091529

RAB 21

Unit

CumSqmCum

0.6000.9000.9000.9000.9000.9000.9000.7501.9501.9500.8500.8500.4500.4500.6000.6000.6000.6000.6500.6500.4500.4500.7500.750

0.7500.7500.7500.7500.7500.7500.7500.4500.7500.7500.7400.6000.6000.6000.6000.6000.4500.4500.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.600

0.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.5500.5500.5500.6000.6000.6002.2502.2502.2502.2502.2500.600

Cu.mCu.mCu.m





-

C1, C2, C3, C4, C5,C6,C7,C8,C9,C10,C11 1 7.737 2.850 22.050

1 7.800 2.850 22.230

1 1.925 2.850 5.486

1 1.125 2.850 3.206

1 1.550 2.850 4.418

1 2.175 2.850 6.199

1 0.700 2.850 1.995

1 2.975 2.850 8.479

1 1.850 2.850 5.273

1 2.275 2.850 6.484

1 2.950 2.850 8.408

1 6.800 2.850 19.380

1 3.675 2.850 10.474

1 2.050 2.850 5.842

2 9.446 2.850 53.842

2 3.900 2.850 22.230

2 4.550 2.850 25.935

1 0.200 2.850 0.570

1 2.050 2.850 5.842

1 3.300 2.850 9.405

1 2.200 2.850 6.270

1 1.150 2.850 3.278

1 1.800 2.850 5.130

1 1.185 2.850 3.377

1 1.643 2.850 4.683

TOWER 'A' - Measurement Sheet - Formwork for Columns & Shear Walls

Sr. No.

From 3rd basement to 2nd basement floor level

1 15.535 2.850 44.275

1 7.317 2.850 20.853

1 2.252 2.850 6.418

1 0.700 2.850 1.995

1 2.158 2.850 6.150

1 4.072 2.850 11.605

1 12.452 2.850 35.488

1 11.142 2.850 31.755

1 0.173 2.850 0.493

1 0.174 2.850 0.496

C3 2 2.150 3.100 13.330

2 0.800 3.100 4.960

Add cutout formwork

Cutout no. 31 2 1.000 0.700 1.400

2 0.700 0.400 0.560

Cutout no. 32 2 0.300 0.700 0.420

2 0.700 0.300 0.420

Cutout no. 33 2 0.600 0.700 0.840

2 0.700 0.300 0.420

Cutout no. 28 2 2.000 0.700 2.800

2 0.700 2.100 2.940

-2 2.000 2.100 -8.400

Cutout no. 30 2 1.000 0.900 1.800

2 0.900 0.350 0.630

Cutout no. 29 2 1.000 0.700 1.400

2 0.700 0.350 0.490

Cutout no. 27 2 0.300 0.700 0.420

2 0.700 0.300 0.420

Retaining wall - near C8 & C11 2 3.000 3.100 18.600

2 3.027 3.100 18.767

Retaining wall - near C3 2 1.750 3.100 10.850

2 3.650 3.100 22.630

C17, C21 2 =3.141x2.70x2.85 48.340

C20, C24 4 6.550 2.850 74.670

4 1.000 2.850 11.400

Lift 2 8.500 2.850 48.450

2 2.600 2.850 14.820

2 3.050 2.850 17.385

4 2.450 2.850 27.930

1 15.835 2.850 45.130

1 4.072 2.850 11.605

1 0.700 2.850 1.995

1 2.252 2.850 6.418

1 7.317 2.850 20.853

1 1.161 2.850 3.309

1 1.643 2.850 4.683

1 1.150 2.850 3.278

1 1.800 2.850 5.130

1 2.220 2.850 6.327

1 0.200 2.850 0.570

1 2.050 2.850 5.842

1 3.000 2.850 8.550

2 4.550 2.850 25.935

2 3.900 2.850 22.230

1 10.146 2.850 28.916

1 9.446 2.850 26.921

1 2.050 2.850 5.842

1 1.850 2.850 5.273

1 2.275 2.850 6.484

1 3.675 2.850 10.474

1 2.950 2.850 8.408

1 2.975 2.850 8.479

1 0.700 2.850 1.995

C31, C32, C33, C34, C35, C36, C37, C38, C39, C40, C41

1 2.175 2.850 6.199

1 1.550 2.850 4.418

1 1.122 2.850 3.198

1 7.800 2.850 22.230

1 6.800 2.850 19.380

1 1.925 2.850 5.486

1 7.737 2.850 22.050

1 12.452 2.850 35.488

1 11.142 2.850 31.755

1 0.176 2.850 0.502

1 0.173 2.850 0.493

C38 2 2.150 3.100 13.330

2 0.800 3.100 4.960

Add cutout formwork

Cutout no. 9 2 1.000 0.900

2 0.900 0.350 0.630

Cutout no. 8 2 2.000 0.700 2.800

2 0.700 2.100 2.940

-2 2.000 2.100 -8.400

Cutout no. 10 2 1.000 0.700 1.400

2 0.700 0.350 0.490

Cutout no. 11 2 1.300 0.900 2.340

2 0.900 0.640 1.152

-2 1.300 6.400 -16.640

Cutout no. 1 2 2.300 0.700 3.220

2 0.700 2.100 2.940

-2 2.300 2.100 -9.660

Cutout no. 2 2 2.300 0.700 3.220

2 0.700 2.100 2.940

-2 2.300 2.100 -9.660

Cutout no. 3 2 2.500 0.700 3.500

2 0.700 2.100 2.940

-2 2.500 2.100 -10.500

Cutout no. 5 2 2.500 0.700 3.500

2 0.700 2.100 2.940

-2 2.500 2.100 -10.500

Cutout no. 6 2 2.500 0.700 3.500

2 0.700 2.100 2.940

-2 2.500 2.100 -10.500

Cutout no. 7 2 2.500 0.700 3.500

2 0.700 2.100 2.940

-2 2.500 2.100 -10.500

Retaining wall - near C31 &C38 2 2.275 3.100 14.105

5 2 3.788 3.100 23.486

6 2 7.440 3.100 46.128

6 2 7.964 3.100 49.377

SW19 1 6.004 2.850 17.111

1 4.341 2.850 12.372

3 0.300 2.850 2.565

1 0.600 2.850 1.710

2 0.950 2.850 5.415

1 0.300 2.850 0.855

1 0.600 2.850 1.710

5 2.450 2.850 34.913

2 2.700 2.850 15.390

1 3.233 2.850 9.214

1 6.200 2.850 17.670

1 6.204 2.850 17.681

1 3.350 2.850 9.548

1 3.450 2.850 9.833

4 3.000 2.850 34.200

1 3.350 2.850 9.548

1 2.850 2.850 8.123

1 1.800 2.850 5.130

1 2.700 2.850 7.695

1 0.600 2.850 1.710

1 7.700 2.850 21.945

1 0.900 2.850 2.565

SW23 1 6.004 2.850 17.111

1 5.241 2.850 14.937

1 6.204 2.850 17.681

1 6.200 2.850 17.670

1 2.900 2.850 8.265

5 2.450 2.850 34.913

1 3.223 2.850 9.186

2 2.700 2.850 15.390

1 1.550 2.850 4.418

1 4.350 2.850 12.397

2 3.000 2.850 17.100

1 2.700 2.850 7.695

1 1.800 2.850 5.130

1 0.950 2.850 2.708

1 4.350 2.850 12.397

1 6.800 2.850 19.380

SW18, SW22 2 1.935 2.850 11.030

2 1.035 2.850 5.900

2 7.300 2.850 41.610

2 6.700 2.850 38.190

2 0.900 2.850 5.130

4 5.250 2.850 59.850

2 6.200 2.850 35.340

4 2.700 2.850 30.780

8 2.450 2.850 55.860

2 6.200 2.850 35.340

2 6.204 2.850 35.363

2 0.333 2.850 1.898

2 0.600 2.850 3.420

2 0.515 2.850 2.936

2 1.203 2.850 6.857

Add Cutout formwork no. 22 & 15 4 1.000 0.600 2.400

4 0.600 0.500 1.200

-4 1.000 0.500 -2.000

2 1.207 2.850 6.880

2 10.664 2.850 60.785

2 10.538 2.850 60.067

2 1.200 2.850 6.840

2 2.537 2.850 14.461

2 1.513 2.850 8.624

2 18.778 2.850 107.035

2 2.505 2.850 14.279

4 2.450 2.850 27.930

2 3.375 2.850 19.238

1 3.221 2.850 9.180

1 3.204 2.850 9.131

1 1.741 2.850 4.962

1 1.632 2.850 4.651

2 6.550 2.850 37.335

2 6.860 2.850 39.102

2 2.468 2.850 14.068

2 1.572 2.850 8.960

2 0.816 2.850 4.651

2 1.694 2.850 9.656

2 9.049 2.850 51.579

2 1.513 2.850 8.624

-2 2.468 0.150 -0.740

Add cutout formwork

Cutout no. 24 & 12 4 1.000 0.900 3.600

4 0.900 0.400 1.440

SW13A, SW12, SW13, SW14, SW15, SW16 & SW25, SW26, SW27, SW28, SW29, SW30

Cutout no. 25 & 13 4 1.200 0.900 4.320

4 0.900 0.350 1.260

Cutout no. 26 & 14 4 1.000 0.900 3.600

4 0.900 0.250 0.900

Podium Columns - PC2, PC18, PC18A 3 =3.141x0.60x2.85 16.113

TOTAL QUANTITY =

R.A.BILL 21

Unit

7.737

7.8

1.925

1.125

1.55

2.175

0.7 152.05

2.975

1.85

2.275

2.95

6.8

3.675

2.05

18.892

7.8

9.1

0.2

2.05

3.3

2.2

1.15

1.8

1.185

1.643

Total Quantity

15.535

7.317

2.252

0.7

2.158

4.072

12.452

11.142

0.173

0.174

4.024

4.3

1.6 29.761

15.835

4.072

0.7

2.252

7.317

1.161

1.643

1.15

1.8

2.22

0.2

2.05

3

9.1

7.8

10.146

9.446

2.05

1.85

2.275

3.675

2.95

2.975

0.7

2.175

1.55

1.122

7.8

6.8

1.925

7.737

12.452

11.142

0.176

0.173

4.3

1.6

6.004

4.341

0.9

0.6

1.9

0.3

0.6

12.25

5.4

3.233

6.2

6.204

3.35

3.45

12

3.35

2.85

1.8

2.7

0.6

7.7

0.9

6.004 71.354

5.241

6.204

6.2

2.9

12.25

3.223

5.4

1.55

4.35

6

2.7

1.8

0.95

4.35

6.8

3.87

2.07

14.6

13.4

1.8

21

12.4

10.8

19.6

12.4

12.408

0.666

1.2

1.03

2.406 55.724

129.65

2.414

21.328

21.076

2.4

5.074

3.026

37.556

5.01

9.8

6.75

3.221

3.204

1.741

1.632

13.1

13.72

4.936

3.144

1.632

3.388

18.098

3.026

2702.319 Sq.m




1 Formwork for Slab & Slab Beams

1 1722.790 1722.790

0 81.886 0.000


1 -1 65.082 -65.082

2 -1 69.382 -69.382

3 -1 12.514 -12.514

4 -1 6.614 -6.614

5 -1 6.614 -6.614

6 -1 0.712 -0.712

7 -1 0.670 -0.670

8 -1 6.201 -6.201

9 -1 6.614 -6.614

10 -1 6.614 -6.614

11 -1 1.470 -1.470

12 -1 6.614 -6.614

13 -1 6.615 -6.615

14 -1 9.600 -9.600

15 -1 2.250 -2.250

-1 0.630 -0.630

16 -1 6.615 -6.615

17 -1 6.614 -6.614

18 -1 1.168 -1.168

19 -1 2.850 -2.850

20 -1 12.600 -12.600

21 -1 5.635 -5.635

22 -1 5.635 -5.635

Tower A - Measurement Sheet - Formwork for Slab & Slab Beams

Sr. No.

area of 2nd basement floor slab

add offset of 400 mm thk. Slab - Perimeter x thk. of slab

23 -1 5.635 -5.635

24 -1 25.565 -25.565

25 -1 28.715 -28.715

Add formwork around cutouts Perimeter slab thk.

1 1 44.845 0.250 11.211

2 1 51.531 0.250 12.883

3 1 15.700 0.250 3.925

4 1 10.300 0.250 2.575

5 1 10.300 0.250 2.575

6 1 5.350 0.250 1.338

7 1 5.069 0.250 1.267

8 1 10.019 0.250 2.505

9 1 10.300 0.250 2.575

10 1 10.300 0.250 2.575

11 1 6.100 0.250 1.525

12 1 10.300 0.250 2.575

13 1 10.300 0.250 2.575

14 1 12.400 0.250 3.100

15 1 7.500 0.250 1.875

1 4.800 0.250 1.200

16 1 10.300 0.250 2.575

17 1 10.300 0.250 2.575

18 1 5.665 0.250 1.416

19 1 7.900 0.250 1.975

20 1 14.400 0.250 3.600

21 1 9.500 0.250 2.375

22 1 9.500 0.250 2.375

23 1 9.500 0.250 2.375

24 1 29.250 0.250 7.313

25 1 23.342 0.250 5.836


C1, C2, C3, C4, C5, C6, C7, C8, C9, C10, C11 -1 =197.610-137.946 -59.664

add 1 1.979 1.979

Retaining walls -1 0.528 -0.528

-1 1.094 -1.094

-1 1.522 -1.522

-1 1.500 -1.500

-1 1.513 -1.513

C3 -1 1.720 -1.720

-1 69.408 -69.408

RW -1 2.953 -2.953

RW -1 0.450 -0.450

C20, C24 -2 6.550 -13.100

C17, C21 -2 5.725 -11.450

Lift -1 7.880 -7.880

SW25, SW26, SW27, SW28, SW29, SW30, SW23 -1 67.924 -67.924

RW -1 2.589 -2.589

RW -1 0.450 -0.450

SW18, SW22 -2 15.662 -31.324

Curve walls -2 2.601 -5.202

-1 2.593 -2.593

-1 2.589 -2.589

-1 =201.377-137.946 -63.431

Add 1 1.979 1.979

C38 -1 1.720 -1.720

Podium columns -3 3.141/4x0.6x0.6 -0.848

Slab Beams -

LB3 2 2.050 0.350 1.435

LB9 2 3.875 0.650 5.038

2 1.088 0.650 1.414

1 3.553 0.650 2.309

1 3.475 0.650 2.259

LB12 2 3.875 0.650 5.038

2 1.088 0.650 1.414

1 4.453 0.650 2.894


C31, C32, C33, C34, C35, C36, C37, C38, C39, C40, C41

1 4.375 0.650 2.844

LB11 2 2.050 0.500 2.050

LB19 0 1.205 0.600 0.000

0 1.200 0.600 0.000

LB20 1 1.205 0.600 0.723

1 1.200 0.600 0.720

LB21 0 2.000 0.600 0.000

LB22 0 2.300 0.600 0.000

LB23 0 2.300 0.600 0.000

LB24 0 2.500 0.600 0.000

LB25 0 2.500 0.600 0.000

LB26 0 2.500 0.600 0.000

LB27 0 2.500 0.600 0.000

LB28 0 2.000 0.600 0.000

LB13 1 1.770 0.600 1.062

1 1.676 0.600 1.006

1 8 1.200 0.150 1.440

1A 2 2.235 0.350 1.564

2 3.000 0.350 2.100

1B 2 2.235 0.350 1.564

3 2 3.547 0.350 2.483

2 3.559 0.350 2.491

5 2 5.075 0.350 3.552

6 2 7.604 0.350 5.323

2 7.950 0.350 5.565

4 2 6.162 0.200 2.465

2 6.222 0.200 2.489

8 4 7.187 0.200 5.750

9 1 6.045 0.200 1.209

1 4.720 0.200 0.944

13 1 6.045 0.200 1.209

1 4.720 0.200 0.944

10, 11, 12 6 2.300 0.300 4.140

10X 4 0.15 0.300 0.180

14 2 4.65 0.200 1.860

17 2 4.775 0.200 1.910

15 2 6.778 0.200 2.711

16 2 6.778 0.200 2.711

18 4 4.500 0.350 6.300

26, 27 4 2.450 0.350 3.430

28 4 2.450 0.200 1.960

1 205.053 0.250 51.263

TOTAL QUANTITY =


Unit

1722.790

Total Quantity

-309.228

88.693

-347.494

0.6

0.9

0.9

0.9

0.9

0.9

0.9

0.9

0.9

0.75

0.85

0.85

0.85

0.85

0.85

0.85

0.85

0.85

0.85

0.85

0.85

0.85

0.85

0.85

0.4

0.6

0.6

0.6

0.6

0.6

0.6

0.6

0.6

0.45

0.45

0.45

0.45

0.45

0.45

0.45

0.55

0.55

0.45

0.45

0.45

0.45

0.6

0.6

96.501 0.45

51.263

1302.525 Sqm



Sr. No. Description No.

1 Formwork for Slab & Slab Beams - area of Ground Floor Slab 1

0

000

For 500 mm thk. Slab 0Deduction of Cutouts -1 -12 -13 -14 -15 -16 -17 -18 -19 -110 -1

Tower B - Measurement Sheet - Formwork for Slab & Slab Beams

offset of slab due to slab thk. (various)

For +3.55 m level slab - slab thk is 0.35 m - so add for 100 mm thk.

11 -112 -113 -114 -115 -116 -117 -118 -119 -120 -121 -122 -127 -123, 24, 25 -326 -1

(a)

=

(b) RW =© =(d) =(e) C15, C19 =(f) SW16, SW19 =(g)

=

(h) SW17, SW20 =

Deduction of Column & Shear walls -C1, C2, C3, C4, C4A, C5A, C5B, C7A, C7B

C26B, C26A, C30A, C31, C32, C30, C28A, C28B, C29

Circular Columns - C14, C18Podium Columns - 10 Nos.

SW13, SW8, SW9, SW10, SW11, SW12SW22, SW23, SW24, SW25, SW26, SW27

Convert in Sqm -1Add Cutout formwork 1 12 13 14 15 16 17 18 19 110 111 112 113 114 115 116 117 118 119 120 121 122 127 123, 24, 25 326 1Slab Beams :LB3 2

LB9 222

LB12 2` 2

2LB11 2LB32 2

222

LB7 11

LB8 11

LB7A 22

LB8A 22

1 22 23 2

2222211


5 - (+) 3.55 m level slab6 - (+) 3.55 m level slab7 - (+) 3.55 m level slab

111111211111111

16 41111

27 423 224 226 225 222 431 232 233 2


18 - (+) 3.55 m level slab

19 - (+) 3.55 m level slab

13 - (+) 3.55 m level slab14 - (+) 3.55 m level slab

22C - (+) 3.55 m level slab

22A - (+) 3.55 m level slab

22B - (+) 3.55 m level slab

17 - (+) 3.55 m level slab

21 - (+) 3.55 m level slab

34 235 236 237 238 239 240 241 242 243 244 245 238X 241X 242X 245X 239X 240X 243X 244X 246, 47, 48 646X, 47X 420 449 249A 250 2LB13 0LB16 0LB17 2

LB18 0LB22 2LB23 0

1

TOTAL QUANTITY


LARSEN & TOUBRO LTD ECC DIVISION RAB 21


L B H Qty.

2095.597 2095.597

Perimeter slab thk.

101.721 0.100 0.000

55.075 0.100 0.000102.279 0.100 0.00055.075 0.100 0.00082.500 0.250 0.000 2095.597Area

44.591 -44.5914.215 -4.2154.034 -4.034

12.514 -12.5144.860 -4.8604.860 -4.8606.435 -6.4356.704 -6.7046.201 -6.2014.860 -4.860

- Measurement Sheet - Formwork for Slab & Slab Beams

Total Quantity

4.860 -4.8604.034 -4.0341.470 -1.4704.860 -4.8604.860 -4.8607.840 -7.8402.250 -2.2500.411 -0.4114.860 -4.8604.860 -4.8602.850 -2.850

10.335 -10.3351.207 -1.2074.050 -12.1503.984 -3.984 -170.105

463.590

8.51651.52012.72158.950

166.287

395.139

230.480 1387.203

1387.203 / 4.500 -308.267 -308.267

36.125 0.250 9.0318.424 0.250 2.1068.855 0.250 2.214

15.669 0.250 3.9178.850 0.250 2.2138.850 0.250 2.2134.890 0.250 1.2235.069 0.250 1.267

10.019 0.250 2.5058.850 0.250 2.2138.850 0.250 2.2138.885 0.250 2.2216.100 0.250 1.5258.850 0.250 2.2138.850 0.250 2.213

11.200 0.250 2.8007.500 0.250 1.8753.340 0.250 0.8358.850 0.250 2.2138.850 0.250 2.2137.900 0.250 1.975

12.995 0.250 3.2495.908 0.250 1.4778.050 0.250 6.0387.984 0.250 1.996 63.953

2.050 0.350 1.435

3.475 0.650 4.5183.875 0.650 5.0381.088 0.650 1.4144.375 0.650 5.6883.875 0.650 5.0381.088 0.650 1.4142.050 0.500 2.0501.408 1.700 4.7871.347 1.700 4.5801.605 1.700 5.4571.664 1.700 5.6581.205 0.600 0.7231.200 0.600 0.7201.205 0.600 0.7231.205 0.600 0.7236.004 0.200 2.4025.841 0.200 2.3366.004 0.200 2.4025.841 0.200 2.3364.500 0.350 3.1504.500 0.350 3.1503.547 0.350 2.4833.553 0.350 2.4872.412 0.300 1.4475.131 0.300 3.0794.950 0.100 0.9906.703 0.100 1.3419.233 0.400 3.6938.990 0.400 3.596

9.402 0.400 3.7618.977 0.400 3.591

10.368 0.400 4.14710.428 0.400 4.1719.058 0.400 3.6239.432 0.400 3.7737.992 0.400 6.3947.566 0.400 3.0267.706 0.400 3.0825.921 0.400 2.3686.065 0.400 2.4265.325 0.400 2.1305.623 0.400 2.2495.551 0.400 2.2204.872 0.400 1.9492.450 0.200 1.9604.792 0.400 1.9174.805 0.400 1.9223.532 0.400 1.4133.539 0.400 1.4168.175 0.490 16.0233.398 0.350 2.3793.359 0.350 2.3511.996 0.350 1.3971.652 0.350 1.1562.450 0.350 3.4303.816 0.200 1.5265.099 0.200 2.0403.776 0.350 2.643

1.200 0.350 0.8401.200 0.350 0.8401.200 0.350 0.8401.200 0.350 0.8401.500 0.350 1.0501.500 0.350 1.0501.500 0.350 1.0501.500 0.350 1.0501.500 0.350 1.0501.500 0.350 1.0501.500 0.350 1.0501.500 0.350 1.0500.413 0.350 0.2890.413 0.350 0.2890.413 0.350 0.2890.413 0.350 0.2890.336 0.350 0.2350.336 0.350 0.2350.336 0.350 0.2350.336 0.350 0.2351.500 0.300 2.7000.150 0.300 0.1801.500 0.300 1.8002.235 0.350 1.5642.235 0.350 1.5643.000 0.350 2.1002.900 2.000 0.0002.600 2.000 0.0001.200 2.000 4.800

2.800 2.000 0.0002.000 2.000 8.0001.500 0.350 0.000 211.905

178.977 0.250 44.744 44.744

= 3325.030

RAB 21

Unit

Sqm

0.600

0.9000.9000.9000.9000.9000.9000.7501.950

1.950

0.850

0.8500.8500.450

0.450

0.6000.6000.6000.6000.6500.6500.4500.4500.750

0.750

0.750

0.750

0.7500.750

0.750

0.750

0.750

0.4500.750

0.750

0.7400.6000.6000.6000.6000.6000.4500.4500.600

0.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.5500.5500.5500.6000.6000.6002.2502.2502.250

2.2502.2500.600

Sq.m





- From 2nd basment to 1st basment lvl.

C1, C2,C3, C4, C5, C17 1 1.714 2.900 4.971

1 1.764 2.900 5.116

2 0.649 2.900 3.764

2 10.837 2.900 62.855

2 0.649 2.900 3.764

1 1.725 2.900 5.003

1 1.675 2.900 4.858

1 8.351 2.900 24.218

1 6.601 2.900 19.143

2 2.325 2.900 13.485

1 3.065 2.900 8.888

1 1.625 2.900 4.712

1 1.644 2.900 4.768

1 1.944 2.900 5.638

1 7.450 2.900 21.605

1 8.850 2.900 25.665

2 1.944 2.900 11.275

1 5.250 2.900 15.225

1 3.400 2.900 9.860

1 1.300 2.900 3.770

1 2.000 2.900 5.800

1 0.450 2.900 1.305

1 5.601 2.900 16.243

1 6.351 2.900 18.418

2 2.000 2.900 11.600

2 0.800 2.900 4.640

Add Cutout No. 01 2 1.200 0.750 1.800

2 0.750 2.100 3.150

TOWER 'C' - Measurement Sheet - Formwork for Columns & Shear Walls

Sr. No.

-2 1.200 2.100 -5.040

Cutout No. 02 2 1.300 0.700 1.820

2 0.700 0.650 0.910

-2 1.200 0.650 -1.560

Cutout No. 03 2 2.500 0.700 3.500

2 0.700 2.100 2.940

-2 2.500 2.100 -10.500

Cutout No. 04 2 2.500 0.700 3.500

2 0.700 2.100 2.940

-2 2.500 2.100 -10.500

Cutout No. 05 2 0.350 0.700 0.490

2 0.700 0.350 0.490

Cutout No. 06 2 0.350 0.700 0.490

2 0.700 0.350 0.490

Cutout No. 07 2 2.500 0.700 3.500

2 0.700 2.100 2.940

-2 2.500 2.100 -10.500

4 4.700 2.900 54.520

4 0.800 2.900 9.280

SW4, SW5 2 1.725 2.900 10.005

2 6.600 2.900 38.280

2 7.475 2.900 43.355

4 3.000 2.900 34.800

2 4.350 2.900 25.230

4 2.275 2.900 26.390

1 3.450 2.900 10.005

1 2.900 2.900 8.410

2 8.075 2.900 46.835

1 1.600 2.900 4.640

1 1.050 2.900 3.045

Add Cutout No. 10 2 0.600 0.550 0.660

2 0.550 0.300 0.330

Cutout No. 11 2 1.000 0.500 1.000

2 0.500 0.600 0.600

C6, C10 - 2 Nos.

SW9, SW10 2 1.725 2.900 10.005

2 6.600 2.900 38.280

2 7.475 2.900 43.355

4 3.000 2.900 34.800

2 4.350 2.900 25.230

4 2.275 2.900 26.390

1 1.600 2.900 4.640

1 1.050 2.900 3.045

1 2.900 2.900 8.410

1 3.450 2.900 10.005

2 8.025 2.900 46.545

Add Cutout No. 26 2 1.000 0.550 1.100

2 0.550 0.300 0.330

Cutout No. 27 2 1.000 0.500 1.000

2 0.500 0.600 0.600

2 =3.141x2.5x3.1 48.686

8 =3.141x0.60x3.1 46.738

Column Capitals - RC12, RC16 8 2.500 0.100 2.000

Retaining walls - 2 6.612 2.900 38.350

2 5.713 2.900 33.135

2 2.857 2.900 16.571

2 1.949 2.900 11.304

2 Nos. of walls 4 8.600 2.900 99.760

1 10.189 2.900 29.548

1 9.688 2.900 28.095

1 9.928 2.900 28.791

1 10.417 2.900 30.209

2 6.425 2.900 37.265

2 3.650 2.900 21.170

C7, C8 - Circular column - 2500 mm dia. - Perimeter x height of column

Podium Columns - RC14, 13, 11, 12, 18, 17, 15, 16 - 600 mm dia. - Perimeter x height of column

C11, C12, C13, C14, C15, C18 1 8.350 2.900 24.215

1 6.501 2.900 18.853

2 2.325 2.900 13.485

1 3.025 2.900 8.772

1 2.325 2.900 6.743

1 1.644 2.900 4.768

1 1.944 2.900 5.638

1 7.450 2.900 21.605

1 8.850 2.900 25.665

2 1.944 2.900 11.275

1 5.250 2.900 15.225

1 3.400 2.900 9.860

1 1.300 2.900 3.770

1 0.450 2.900 1.305

1 8.351 2.900 24.218

1 5.601 2.900 16.243

1 1.714 2.900 4.971

1 0.649 2.900 1.882

1 1.764 2.900 5.116

1 0.649 2.900 1.882

1 0.750 2.900 2.175

2 10.837 2.900 62.855

2 0.649 2.900 3.764

1 1.725 2.900 5.003

1 1.675 2.900 4.858

2 2.000 2.900 11.600

2 0.800 2.900 4.640

Add Cutout No. 31 2 0.600 0.700 0.840

2 0.700 0.300 0.420

Cutout No. 32 2 2.000 0.750 3.000

2 0.750 2.100 3.150

-2 2.000 2.100 -8.400

Cutout No. 30 2 2.000 0.750 3.000

2 0.750 0.300 0.450

2 2.000 0.300 1.200

Cutout No. 29 1 =3.141*0.3 0.750 0.053

Cutout No. 28 2 1.000 0.700 1.400

2 0.700 0.400 0.560

Cutout No. 37 2 1.950 0.700 2.730

2 0.700 0.550 0.770

2 1.950 0.550 2.145

SW1, SW2, SW3 1 1.587 2.900 4.602

1 1.007 2.900 2.920

1 1.810 2.900 5.249

2 4.610 2.900 26.738

1 0.300 2.900 0.870

2 7.575 2.900 43.935

2 6.725 2.900 39.005

2 7.425 2.900 43.065

2 0.500 2.900 2.900

2 1.000 2.900 5.800

2 11.600 2.900 67.280

6 2.600 2.900 45.240

4 2.300 2.900 26.680

6 2.700 2.900 46.980

Add Cutout No. 08 2 1.000 0.700 1.400

2 0.700 0.400 0.560

Cutout No. 09 2 1.000 0.700 1.400

2 0.700 0.400 0.560

Cutout No. 35 2 0.800 0.500 0.800

2 0.500 0.400 0.400

Cutout No. 12 2 1.000 0.500 1.000

2 0.500 0.400 0.400

Cutout No. 13 2 1.000 0.500 1.000

2 0.500 0.400 0.400

Cutout No. 40 2 0.250 0.250 0.125

2 0.250 1.800 0.900

-2 0.250 1.800 -0.900

Cutout No. 41 2 0.250 0.250 0.125

2 0.250 1.800 0.900

-2 0.250 1.800 -0.900

Cutout No. 44 2 0.250 0.250 0.125

2 0.250 1.800 0.900

Cutout No. 45 2 0.250 0.250 0.125

2 0.250 1.800 0.900

SW7, SW8, SW9 1 1.810 2.900 5.249

1 1.007 2.900 2.920

1 1.587 2.900 4.602

2 4.610 2.900 26.738

1 0.300 2.900 0.870

2 7.575 2.900 43.935

2 6.725 2.900 39.005

2 7.425 2.900 43.065

2 0.500 2.900 2.900

2 1.000 2.900 5.800

2 11.600 2.900 67.280

6 2.600 2.900 45.240

4 2.300 2.900 26.680

6 2.700 2.900 46.980

Add Cutout No. 24 2 1.000 0.700 1.400

2 0.700 0.400 0.560

Cutout No. 25 2 1.000 0.700 1.400

2 0.700 0.400 0.560

Cutout No. 36 2 0.800 0.500 0.800

2 0.500 0.400 0.400

Cutout No. 20 2 1.000 0.500 1.000

2 0.500 0.400 0.400

Cutout No. 19 2 1.000 0.500 1.000

2 0.500 0.400 0.400

Cutout No. 42 2 0.250 0.250 0.125

2 0.250 1.800 0.900

Cutout No. 43 2 0.250 0.250 0.125

2 0.250 1.800 0.900

-2 0.250 1.800 -0.900

Cutout No. 46 2 0.250 0.250 0.125

2 0.250 1.800 0.900

-2 0.250 1.800 -0.900

Cutout No. 47 2 0.250 0.250 0.125

2 0.250 1.800 0.900

TOTAL QUANTITY =Deduct last month bill Quantity =Net Payble Quantity =

UnitTotal Quantity

317.947

63.800

253.585

253.735

48.686

48.738

374.199

8.35

6.501

4.65

3.025

2.325

1.644

1.944

7.45

8.85

3.888

5.25

3.4

1.3

0.45

8.351

5.601

1.714

0.649

1.764

0.649

0.75

21.674

1.298

1.725

1.675

4

1.6

331.701

371.485

371.485

2435.360 Sq.m1537.792 Sq.m

897.568 Sq.m


Waterproofing - RaftSr.No. Description Units Nos L B

Tower APCC Belowe raft Sq.m 1 2,378.86Vertical Side Sq.m 1 234.40 1.70Slope Sq.m 1 32.10 2.21Slope Sq.m 1 11.15 1.80

Tower BPCC Belowe raft Sq.m 1 2,541.58Vertical Side Sq.m 1 192.29 1.70Slope Sq.m 1 32.10 2.21Slope Sq.m 1 11.15 1.80

Tower CPCC Belowe raft Sq.m 1 2,061.83Vertical Side Sq.m 1 171.48 1.60Slope Sq.m 2 26.45 2.19


LARSEN & TOUBRO LTD ECC DIVISION BOQ Code: Annex. A5

Bill. No.:- R.A.14

D QTY Remark

2,378.86398.4870.9420.07

2,868.35

5952,541.58 2,273.35326.8970.9420.07

2,959.48

2,061.83274.37115.85

2,452.05


Sr.No. Description Units Nos L B DTower AMain Raft Cum 1 2,378.86 3.50Lift pit Cum 1 10.50 9.55 1.80slope Cum 1 30.90 0.59Deduct - Lift Area Cum -3 2.30 2.45 1.80

Tower BMain Raft Cum 1 2,541.58 3.50Lift pit Cum 1 10.50 9.55 1.80Slope Cum 1 30.90 0.59Deduct - Lift Area Cum -3 2.30 2.45 1.80

Tower CMain Raft Cum 1 2,061.83 3.00Lift pit Cum 2 5.75 5.075 1.80Slope Cum 2 22.85 0.54Deduct - Lift Area Cum -2 2.40 2.28 1.80

MLCP & Non TowerPCC Belowe raft Cum 1 8,031.53

Certified Qty upto RA -13Certified Qty for RA -14

Total Quantity Certified upto RA-14

RAB 14 Certification


Measurement Sheet - Raft -Concrete (M60)

BOQ Code: Annex. A5

Bill. No.:- R.A.14

QTY Remark

8,326.01180.5018.08-30.43 1.15

8,494.15

8,895.53180.5018.08-30.43

9,063.67

6,185.49105.05 104.53524.68 104.535-19.66

6,295.56

2.245328,031.532,505.26

59.762,565.02

29.33


Sr.No. Description Units Nos L BTower APCC Below Raft Cum 1 2,378.86

1 234.40 0.15Vertical PCC around Lift Pit Cum 1 32.20 2.21

Tower B

PCC Below Raft Cum 1 2,541.581 192.29 0.15

Vertical PCC around Lift Pit Cum 1 32.20 2.21

Tower CPCC Below Raft Cum 1 2,061.83

1 171.48 0.15Vertical PCC around Lift Pit Cum 2 26.45 2.19

RAB 14 Certification


Measurement Sheet - Raft -Concrete (M60)


Bill. No.:- R.A.14

D QTY Remark

0.15 356.830.15 5.270.15 10.69

4.8 2.19

372.80

0.15 381.240.15 4.330.15 10.69

396.26

0.15 309.270.15 3.860.15 17.38

330.51

RAB 14 Certification 1,099.56


FormworkSr.No. Description Units Nos L B

Tower AVertical Side Sq.m 1 234.40 3.50liftwall Sq.m 3 9.50 1.80liftwall Sq.m 1 11.15 1.80

Tower BVertical Side Sq.m 1 192.29 3.50At Pit Area Sq.m 3 9.50 1.80Slope Sq.m 1 11.15 1.80

Tower CVertical Side Sq.m 1 171.48 3.00At Pit Area Sq.m 2 9.95 1.50



Bill. No.:- R.A.14

D QTY Remark

820.4151.3020.07

891.78

673.0051.3020.07

744.37

514.4529.85

544.30

ORCHID CROWN PROJECTTOWER 'A' - RAFTSUMMARY:-

28-May-12

SR. NO. PERTICULARS UNIT DIFFERENCE UNIT RATE RATE RAB NO REMARK

1 RAFT - PCC ( M-15)

1.a) Tower -"A" Cu.m 467.78 372.797 94.98 4900 465418.341 15 Considered Vertical P.C.C

1.b) Tower -"B" Cu.m 525.44 396.257 129.18 4900 632996.320 15 Considered Vertical P.C.C

1.c) Tower -"C" Cu.m 364.54 330.510 34.03 4900 166744.795 15 Considered Vertical P.C.C

258.20 1265159.457

2 RAFT - Formwork

2.a) Tower -"A" Sq.m 1187.36 891.777 295.58 519 153407.577

2.b) Tower -"B" Sq.m 778.07 744.375 33.70 519 17487.965

2.c) Tower -"C" Sq.m 619.53 544.296 75.23 519 39046.446

404.51 209941.9873 RAFT - Rebar

3.a) Tower -"A" MT 2954.263 2487.468 466.80 51171 23886366.945 15

3.b) Tower -"B" MT 3028.782 2597.181 431.60 51171 22085454.771 9

3.c) Tower -"C" MT 2115.272 1851.526 263.75 51171 13496146.566

1162.14 59467968.2824 Tower - A

4.a 2'nd Basement floor Slab & Beam (R.C.C ) Cu.m 320.52 312.704 7.82 8397 65632.702

4.b 3'rd Basement Column & Shear Wall (Formwork) Sq.m 3007.02 2733.411 273.61 519 142003.242

4.c 2'nd Basement Column & Shear Wall (Formwork) Sq.m 2852.09 2511.279 340.81 519 176880.805

4.d 2'nd Basement floor Slab & Beam (Formwork ) Sq.m 1565.21 1302.525 262.69 519 136333.603

4.e 1'st Basement floor Slab & Beam (Formwork ) Sq.m 1532.8 1478.853 53.95 519 27998.592

548848.944

5 Tower - B

5.a Ground Floor Slab & Slab Beam (R.C.C) Cu.m 578.17 569.504 8.67 8397 72768.375

5.b Ground Floor Slab & Slab Beam (Formwork) Sq.m 3388.77 3336.630 52.14 519 27060.578

99828.9536 Tower - C

6.a 1'st Basement floor Slab & Beam (R.C.C ) Cu.m 317.45 310.943 6.51 8397 54636.237

6.b 2'nd Basement Column & Shear Wall (Formwork) Sq.m 2630.18 2421.719 208.46 519 108191.319

6.c 1'st Basement Column & Shear Wall (Formwork) Sq.m 3576.42 3286.844 289.58 519 150289.770

6.d Ground Floor Slab & Slab Beam (Formwork) Sq.m 1518.84 1628.386 70 % only Billed

313117.327

7 Retaining Wall Lot

8 Non Tower Area Lot

SUB-TOTAL 61904864.950

CERTIFIED AS PER RAB

QUANTITY AS PER

DRAWING

At RAB # 24 - Summary



Calculation Error (To be Checked with L & T for final Quantity)














Partial only Completed, Billed as per pourcard

Partial only Completed, Billed as per pourcard

copy of cost

Documents

orchid crown

1st basment

typical floor

ecc division

bi total previous

bil total

rc16 retaining

column column