Construction Of Apartment Complex Alappuzha

2 | 6 3 7

SALIENT FEATURES

1. TITLE OF PROJECT Construction Of Apartment Complex - Alappuzha

2. CLIENT LIFE MISSION KERALA

3. DISTRICT ALAPPUZHA

4. VILLAGE PARAVOOR

5. PANCHAYAT PUNNAPRA NORTH

6. NATURE OF PROJECT RESIDENTIAL

7. NEED FOR PROJECT To provide dwelling units for landless and homeless people.

8. TOTAL ESTIMATED COST ₹ 29,40,10,000/-

Title:TOPOGRAPHICALSURVEY PLAN

Dwg No.:Scale: NTS

Authorised Signature:

ROAD

ENTRANCE

ENTRANCE

ENTRANCE

ROADROAD BOUNDARY

ROAD BOUNDARY

SHEDBORE WELL

BORE WELL

MUD FILLED AREA

99.56699.381

99.35899.459

99.43399.321

99.41699.384

99.38699.442

99.44199.342

99.36199.366

99.39899.392

99.38099.478

99.62399.551

99.51799.484

99.52799.467

99.39299.372

99.38299.385

99.39399.375

99.35999.374

99.38199.427

99.39999.469

99.60299.447

99.42999.460

99.33499.645

99.51299.418

99.62799.466

99.49199.549

99.44699.377

99.37199.387

99.37299.411

99.40899.367

99.37699.378

99.44399.442

99.00199.292

99.37499.510

99.50999.484

99.51399.603

99.50999.960

99.71499.440

99.42199.443

99.48199.559

99.42299.387

99.38299.391

99.36399.398

99.44099.401

98.77199.342

99.36699.401

99.45699.492

99.51699.583

99.66899.563

99.80199.626

99.41999.401

99.41999.421

99.49399.481

99.40499.397

99.38999.361

99.40599.472

99.49699.334

99.38899.451

99.39599.451

99.52499.560

99.60899.640

99.62999.642

99.54199.439

99.41699.421

99.42199.424

99.42399.425

99.42399.406

99.39699.469

99.51099.316

98.58199.476

99.46699.550

99.47299.429

99.51999.578

99.61499.681

99.82499.673

99.54999.464

99.42899.432

99.49699.502

99.44999.453

99.45599.418

99.43299.511

99.50799.325

98.49099.424

99.44499.457

99.47599.458

99.50899.565

99.62199.665

99.73899.569

99.53199.471

99.44599.408

99.50999.485

99.48099.486

99.46499.514

99.55499.504

99.33798.575

99.32199.393

99.36999.435

99.44099.466

99.50799.556

99.61799.593

99.61899.590

99.60299.529

99.42199.323

99.40499.429

99.46999.509

99.51699.559

99.63499.488

99.34399.418

98.19099.255

99.28099.300

99.31099.349

99.39099.429

99.48999.561

99.59899.546

99.54999.571

99.45999.419

99.37699.390

99.40499.432

99.46899.561

99.65599.594

99.42999.339

99.43299.069

99.09599.223

99.30799.277

99.31499.350

99.42199.493

99.53999.515

99.49499.506

99.48299.435

99.38799.391

99.40699.407

99.44299.663

99.71899.540

99.37099.377

99.46999.004

99.18199.313

99.28499.228

99.25299.273

99.35199.430

99.40599.398

99.43599.471

99.59999.474

99.38399.394

99.40599.404

99.41799.706

99.63899.469

99.32999.404

99.44199.090

99.26499.370

99.28599.204

99.21899.266

99.31499.308

99.31299.323

99.36099.398

99.46299.449

99.36899.381

99.40699.404

99.40599.557

99.53699.374

99.36199.405

99.39199.424

99.08399.209

99.34199.344

99.22099.238

99.26399.310

99.26799.260

99.26399.274

99.31499.380

99.36899.323

99.35999.398

99.40899.410

99.41399.442

99.39699.396

99.40799.391

99.44298.588

98.92499.428

99.41899.266

99.25999.259

99.30799.267

99.20999.212

99.21599.242

99.30799.312

99.38099.412

99.43999.401

99.40399.407

99.40499.386

99.36399.461

99.60399.565

98.50799.053

99.40599.378

99.35899.280

99.27799.303

99.26699.174

99.16099.146

99.15099.234

99.29999.531

99.50499.450

99.39899.387

98.53199.182

99.38299.340

99.36899.300

99.30199.299

99.26699.174

99.10999.050

99.09899.193

99.32199.478

99.49999.442

99.39198.442

99.31099.358

99.31699.328

99.35799.324

99.31699.265

99.18599.121

99.15799.179

99.24199.302

99.41499.401

99.39199.391

99.41399.328

99.29399.288

99.32099.330

99.31099.295

99.22999.185

99.23099.266

99.29099.317

99.38399.499

99.41299.415

99.40699.284

99.27899.273

99.30299.315

99.29299.285

99.26399.249

99.30099.384

99.37799.376

99.41299.654

99.55399.424

99.27299.300

99.30999.296

99.29899.303

99.29799.358

99.41199.343

99.44799.504

99.44599.406

99.35799.506

99.59599.427

99.40899.013

99.31599.340

99.34099.262

99.26299.373

99.45799.466

99.35499.408

99.47399.416

99.39699.375

99.39899.445

99.43199.405

99.07099.293

99.36799.375

99.29799.305

99.38099.460

99.39699.359

99.40899.447

99.36099.338

99.33599.339

99.41299.421

99.41499.062

99.34599.377

99.40199.357

99.34899.388

99.44999.409

99.29599.246

99.19899.183

99.17699.182

99.28299.392

99.40999.411

99.42299.407

99.37499.389

99.38799.368

99.34699.316

98.99399.393

99.35899.416

99.40499.391

99.40699.437

99.39699.220

99.11999.036

99.01799.018

99.02099.161

99.32199.378

99.40799.424

99.41199.377

99.42599.451

99.34399.313

99.33599.214

99.37399.332

99.42499.409

99.39999.375

99.32599.270

99.12699.006

98.86798.829

98.84798.895

99.16099.070

99.12199.249

99.42599.414

99.43299.475

99.48399.341

99.29499.309

99.35799.388

99.38199.286

99.18699.119

98.99199.073

98.92498.878

98.97799.115

99.10799.184

99.26199.428

99.42199.414

99.41699.437

99.41299.338

99.33399.329

99.24699.402

99.40399.383

99.22099.096

99.00699.047

99.14499.060

98.96899.043

99.18499.229

99.32299.411

99.43399.425

99.41699.404

99.38599.368

99.35299.304

99.28399.494

99.49999.422

99.38499.464

99.38699.274

99.16999.164

99.17099.104

99.03399.098

99.25399.298

99.34199.396

99.44299.439

99.43099.403

99.38099.400

99.42799.392

99.39499.608

99.51699.424

99.43099.498

99.48099.339

99.23299.188

99.19199.136

99.13599.180

99.31199.369

99.31299.396

99.44599.450

99.43599.403

99.40499.503

99.45399.401

99.39699.381

99.33999.305

99.28299.230

99.22199.226

99.24399.266

99.37499.310

99.30099.392

99.45599.472

99.48599.497

99.57199.430

99.40499.385

99.36299.335

99.31499.314

99.31099.276

99.27099.274

99.30999.337

99.41599.373

99.32399.376

99.47099.501

99.50999.556

99.56499.397

99.37899.361

99.33999.314

99.31999.323

99.33199.327

99.32099.330

99.37499.407

99.45899.407

99.36899.370

99.47099.396

99.54699.511

99.52599.290

99.37099.352

99.33599.316

99.31999.324

99.32999.352

99.37099.360

99.37599.409

99.43599.458

99.42699.382

99.38999.446

99.23999.116

99.54999.477

99.34499.354

99.32799.309

99.30199.300

99.30599.318

99.34499.369

99.37099.397

99.42799.444

99.43199.418

99.39899.409

99.42199.179

99.29499.546

99.44899.085

99.42399.303

99.28999.286

99.28399.282

99.30899.335

99.36599.386

99.41099.427

99.43699.427

99.41799.402

99.41399.406

99.60399.807

99.59999.386

99.08499.469

99.34599.347

99.34999.350

99.32299.325

99.35499.368

99.37499.398

99.38899.440

99.44399.427

99.40299.395

99.36499.470

99.47299.364

99.37099.109

99.44099.369

99.40399.439

99.43399.385

99.34399.361

99.36399.365

99.36399.349

99.38799.469

99.38099.347

99.37599.344

99.34199.339

99.34699.352

99.14299.402

99.40699.402

99.44499.403

99.36499.323

99.29599.289

99.35099.331

99.34699.309

99.47799.343

99.28599.356

99.38199.408

99.34199.337

99.34499.494

99.33499.462

99.35399.422

99.34099.289

99.24499.187

99.25799.362

99.31299.404

99.59599.560

99.588

SITE AT ALAPPUZHA

27 .20

5.71

37.47

2.02

2.994.06

4.18 1.3619.08

12.32

22.58

10.3712.20

6.35 9.0818.37

6.57

25.58

5.289.89

19.32

11.57

11.34

39.38

3.13 2.94 5.61

2.00

TO NH 544

TO ALAPPUZHA

TO KOLLAM

211.0 METER

T.B.M 100.0 TAKEN FROMTHE SHED FLOOR LEVEL

ROAD BOUNDARY

ROAD BOUNDARY

99.378

99.37299.340

99.363

99.152

99.599

99.539

99.752

99.778

99.775

9.61

4.0710.09

45.068.75

PIT LEVEL:- 98.318PIT

98.112

12.95

213.50FROM ROAD TO SITE

FROM ROAD TO N.H STONE

ROAD BOUNDARY

N.H STONE

98.983

98.043

97.627

98.520

98.925

16.803.57

2.33 3.883.45

8.94

1.713.928.88

ROAD

ROAD

ROAD

ROAD BOUNDARY

ROAD BOUNDARY

98.211

BORE WELL

ENTRANCE

ENTRANCE

LIFE MISSION FIRST PROJECT PREFERRED AREA

TRANSFORMER

SITE AT :-

ALAPPUZHAAREA DETAILS :-

02 ACRE 09.300 CENT19/458/38D, Global Tower, Vanchikulam Road,P.O. Poothole,Thrissur - 680004

THRISSUR DISTRICT LABOUR CONTRACTCO - OPERATIVE SOCIETY LTD NO R.1389

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Project

Dwg No:

Drawn by:

Date:

Authorised Signature:

Sheet No.

Dwg Title

25th April 2019

General Note:

PROPOSED GR+THREE RESIDENTIALBUILDING FOR LIFE MISSION

SITE LAYOUT

AT ALAPPUZHA61

1

39

37

36

35

34

33

32

31

30

29

28

27

15 16 17 18 19 20 21 22 23 24 25 2614131211

500

500

674

1606

43

44

50

Land Area: 2 Acres & 9.3 cents

6219

54

55

41 60

500

482

500

550

471

500

500

799

500

5 M wide Road

5 M wide Road

5 M wide Road

350

3 M w

ide Ro

ad3.5

0M w

ide Ro

ad

5 M wide Road

40

500

270

550

STP SP

RWRW

WP

WPWP

428 M 2

129

538

4521

RECREATION AREA

RECR

EATIO

N AR

EA15

0 M 2

SP STP SP SP

STP SP SPSTP SP SP WP

500

FIRE ESCAPE STAIR5 M w

ide Ro

ad5 M

wide

Road

0119

42 300 53

45

46

47

48

49

56

57

28

3.50 M wide Road

51

27

3.50 M wide Road

38

41

42

52

58

19/458/38D, Global Tower, Vanchikulam Road,

P.O. Poothole,Thrissur - 680004

THRISSUR DISTRICT LABOUR CONTRACT

CO - OPERATIVE SOCIETY LTD NO R.1389

Go Together. Grow Together.

PROPOSED GR+6 RES BUILDING

BLOCK - 1

FIRE ESCAPE STAIR

AT ALAPUZHA FOR LIFE MISSION

BLOCK - 2PROPOSED GR+6 RES BUILDINGAT ALAPUZHA FOR LIFE MISSION

1350

1844

1830

946

3585 1411

3585

Project

Dwg No:Drawn by:Date:

Authorised Signature:Sheet No.

Dwg Title

28th May 2019 19/458/38D, Global Tower, Vanchikulam Road,P.O. Poothole,Thrissur - 680004

THRISSUR DISTRICT LABOUR CONTRACTCO - OPERATIVE SOCIETY LTD NO R.1389Go Together. Grow Together.

Centre for Industrial Training Consultancy & Sponsored Research, College of Engineering, Trivandrum Page 1

COLLEGE OF ENGINEERING TRIVANDRUM

DEPARTMENT OF CIVIL ENGINEERING

Structural Engineering Division

ITC & SR/ CET No. 976/19-20 04-09-2019

Report -2

Sub: Structural Vetting of G + 6 apartments at Alappuzha-reg:

Ref:

1. Letter no LM/EW/11/TDLCCS/2018-19 dt 02/08/2019 of Life Mission,

Thiruvananthapuram

2. Documents sent by e-mail dt 31/8/2019

Vide ref:1 cited above, the Chief Executive Officer of Life Mission, Thiruvananthapuram has

requested CET to vet the structural design of G + 6 LIFE TOWER apartments at Alappuzha. The

structural design of the above apartments were prepared by government empowered project

management consultants. The consultant group for Alappuzha is M/s TDLCCS. The Principal of

CET and the Head of Department of Civil Engineering has nominated Prof. Biju V to take up the

work as consultancy under ITC&SR cell of CET.

Corrections regarding superstructure has been already forwarded vide report no 1 dt 3/8/19.

The documents as per ref. 2 were properly scrutinized and the please refer the following details

and make necessary corrections:

Centre for Industrial Training Consultancy & Sponsored Research, College of Engineering, Trivandrum Page 2

G+6 Apartments at Palakkad prepared by M/s TDLCCS.

Sl.

No. Discrepancies Noted in design Our Recommendations

1 Structural drawings

Pile and Pile cap – Block 1 & 2

S003, S004 and S005

S103, S104, S105

Pile: Ensure that distance between piles are in

the range 2 to 2.5 times diameter of pile.

Provide sufficient spacer bars and stiffeners

bars throughout the pile

Pile Cap: For pile cap, reinforcement

provided is higher. Reduce the steel provided.

For pile cap, provide bursting steel preferably

#12@ 150 mm c/c and show typical cross

section of various pile groups. Properly mark

the grade of PCC provided.

2 Tank design Found safe

Prof. Biju V

Assistant Professor, Dept of Civil Engineering

College of Engineering Trivandrum

9447081068 ; bijurit@gmail.com

S&R Consultants

S&R Consultants, 2nd floor, S&R Building, Soonoro Church 1st Cross Road, Elamkulam, Kochi 20, Kerala, India. ph : +918281083000

rejizac2004@gmail.com

1

Axial Load (Under Reamed)

Project/Client

M/s LIFE MISSION KERALA (ALAPPUZHA, PARAVOOR)

Bore Hole No

1

Sample calculation for 0.4 m pile

Skin Friction ( 0.0 - 6.0 m )

Diameter = 0.4 m , Layer thickness = 6.0 m,K = 1 , Pressure = 2.7 T/m2

Angle of friction = 28.0 , Cohesion = 0.0 T/m2 , Friction factor = 1.00

Skin friction

= 3.14 * d * l * tan θ * k * pressure + 3.14 * d * l * c * f

= 3.14*0.4*6.0*tan 28.0*1*2.7+3.14*0.4*6.0*0.0*1.00

= 10.6 T

Skin Friction ( 6.0 - 9.0 m )

Diameter = 0.4 m , Layer thickness = 3.0 m,K = 1 , Pressure = 5.3 T/m2

Angle of friction = 20.0 , Cohesion = 0.1 T/m2 , Friction factor = 1.00

Skin friction

= 3.14 * d * l * tan θ * k * pressure + 3.14 * d * l * c * f

= 3.14*0.4*3.0*tan 20.0*1*5.3+3.14*0.4*3.0*0.1*1.00

= 7.6 T

Skin Friction ( 9.0 - 12.0 m )

Diameter = 0.4 m , Layer thickness = 3.0 m,K = 1 , Pressure = 5.3 T/m2

Angle of friction = 18.0 , Cohesion = 0.1 T/m2 , Friction factor = 1.00

Skin friction

= 3.14 * d * l * tan θ * k * pressure + 3.14 * d * l * c * f

= 3.14*0.4*3.0*tan 18.0*1*5.3+3.14*0.4*3.0*0.1*1.00

= 6.9 T

Skin Friction ( 12.0 - 13.5 m )

Diameter = 0.4 m , Layer thickness = 1.5 m,K = 1 , Pressure = 5.3 T/m2

Angle of friction = 30.0 , Cohesion = 0.1 T/m2 , Friction factor = 1.00

Skin friction

= 3.14 * d * l * tan θ * k * pressure + 3.14 * d * l * c * f

= 3.14*0.4*1.5*tan 30.0*1*5.3+3.14*0.4*1.5*0.1*1.00

= 5.9 T

Friction Capacity

Total friction capacity

= 31.1 T

Total safe friction capacity of pile

= 10.4 T

Net Self Weight of Pile

Net Self Weight of pile = ( 3.14 * d * d / 4 ) * l * 1.5

= (3.14 * 0.4 * 0.4 / 4) * 13.5 * 1.5

S&R Consultants

S&R Consultants, 2nd floor, S&R Building, Soonoro Church 1st Cross Road, Elamkulam, Kochi 20, Kerala, India. ph : +918281083000

rejizac2004@gmail.com

2

= 2.5 T

End Bearing Capacity

Angle of friction = 30.0 , c = 0.1 T/m2 , Nq = 20.0 , Nc = 9

Bulb diameter to pile diameter ratio = 1.5

End bearing capacity = Nc * c * area + Nq * area * pressure

= (9* 0.10*3.14*1.5*0.4*1.5*0.4)/4+

(20.0*3.14*0.4*1.5*1.5*0.4*5.3)/4

= 30.2 T

Safe end bearing capacity of pile = 30.2 / 2.5

= 12.1 T

Net safe friction capacity of pile = 10.4 - 2.5 (Net self weight of pile)

= 7.8 T

Safe capacity of pile

Safe capacity of pile = 7.8 + 12.1 (Safe end bearing capacity of pile)

= 19.9 T

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