Architecture portfolio - CVV

ARCHITECTURE PORTFOLIO 2016-2021

BHARGAVI

EDUCATION Bachelor of architecture 2016present

2016

Maestro School Of Planning And Architecture

Telugu Hindi English Nationality – Indian

Intermediate

Sri Chaitanya junior college 2014

LANGUAGES

SKILLS

Secondary education

Siddhartha grammar high school

INTRESTS

Architectural design Architectural render Manual drafting Sketching Model designing Graphic design Planning and research

RAMANNAGARI BHARGAVI 21years Myself bhargavi a student of architecture pursuing 8th semester and searching for a job as a intern in a architect office .

The projects shows all my skills and abilities

Traveling music Painting Cooking Crafting

SOFTWARE KNOWLEDGE

Advanced

CONTACT

Intermediate

Basic

8897731236 bhargavi3210@gmail.com https://instagram.com/bhargavi__bhagi?igshid= 1bklx4983ahmr https://issuu.com/bhargavibhagi/docs/resume1 https://www.linkedin.com/in/ramannagaribhargavi-b46102151/

CONTENT • CLINIC DESIGN • KINDERGARTEN DESIGN • APPARTMENT DESIGN

• HIGHWAY HOTEL DESIGN • GREEN BUILDING DESIGN • MANDAPAM DESIGN • ARCHITECTURAL THESIS: TOPIC : SCHOOL OF FASHION TECHNOLOGY • WORKING DRAWINGS • BUILDING CONTRUCTION MANAGEMENT • SKETCHES • MODELS

CLINIC DESIGN - Ar. Ramchander Thirkateh

Design of this clinic was a very first experiment with shapes heights of the design with curve , angles merging one with other .

KINDERGARTEN - Ar. Ramchander Thirkateh

The Brief of this design is to sculpt a school for kids with out using a regular shapes (square, rectangle) creating a unique form that invites kids in . Exploring and experimenting more with various forms and shapes

APPARTMENT DESIGN - Ar. Bhavana Patil

Design of an apartment adopted phycological factor like privacy . Spatial apartment study has been done to design flats with function

HIGHWAY HOTEL - Ar. Nahima

The concept of the highway hotel is attract travelers with its exteriors and more emphasis has been given for backdoor and front door services Restaurant and bar has been placed on very last floor of the structure to give more views of site surroundings which is in humpi and a pool on the ground floor acts as a tourists attraction Curving and changing the angle of the form actually made it interesting and also helped in allowing more sunlight into the circulation spaces

GREEN BUILDING DESIGN - Ar. Bhavana patil

Concept adopted for this building is to design a form using of only curvy forms and used various green building techniques and sustainable architectural elements

INFOTAINMENT CENTER - Ar. Krishna Mohan

Infotainment center location is in Telangana so all the state historical architectural elements has been adopted

KALYANA ANDAPAM - Ar. Krishna Mohan

The brief of this design is to make a mandapam with all functions following Hindu rituals .provided more of landscape to make design more welcoming and a photoshoot area additionally added.

This project intensified the usage of photoshop in way creative manner

THESIS TOPIC – SCHOOL OF FASHION TECHNOLOGY The brief of this project is to design a educational institute that revolving around the concepts of interaction, use of traditional elements in a contemporary manner and encourage more of inside out feeling for student Student has taken as a principle category while designing of spaces

WORKING DRAWINGS details of working drawings explaining the all structural ,electrical plumbing ,drainage and necessary details for a project (apartment)

DRINAGE LINES FOOTING

ELECTRIC LINES

ELECTRIC CONDUITING

SECTION

- DETAILS

DATE

S.NO.

RENCE LINES MAKE ALL PIERS ES WITH HELP OF PIERS ON PITS ARE MARKED ED N CELLAR COLUMN PITS RETAINING WALL

TINGS OTINGS NGOF BLOCKS,CURING OF COLUMN TAINING WALL FOOTING

VEL - ERECTION OF COLUMNS (FABRICATION,SHUTTERING,CASTING,CURING)

DESCRIPTION

DAY QUANTITY

2 TH F NO OF DAYS

SETTING OF REFERENCE LINES BENCH MARKS - MAKE ALL PIERS MARK CENTERLINES WITH HELP OF PIERS CELLAR EXCAVATION PITS ARE MARKED SUMP IS EXCAVATED EXCAVATION 496.41 3 EXCAVATION OF CELLAR 281.99 EXCAVATION OF COLUMN PITS 4 EXCAVATION OF RETAINING WALL FOOTING 28.52 5 P.C.C BED OF FOOTINGS 36.2 6 ERECTION OF FOOTINGS CASTING,REMOVINGOF BLOCKS,CURING OF COLUMN 7 P.C.C BED FOR RETAINING WALL FOOTING R.C.C WORK 18.82 CELLAR FLOOR LEVEL - ERECTION OF COLUMNS RETAINING WALL (FABRICATION,SHUTTERING,CASTING,CURING) 546.05 REFILLING 144.32 pcc for cellar floor level

NO OF SETS

3

4 S

6

7

8

9 10 11 13 16 17 18 20 21 22 23 24 25 27 28 29 30 231 3 1 4 3 6 4 7 5 8 6 9 710 81110131116121713181420152117221823192420252227242825292630273128 129 3 2 4 3 5 4 6 5 7 6 8 710 91111121213131414151617171818191920202221242325242626272728282930 231 3 1 4 2 5 3 6 4 7 6 9 711 812 9131114131614171518161917201821202321242226232724282530273128 129 230 3 2 4 4 6 5 7 6 8 7 9 811 9131114121513161417 18 20 21 22 23 24 25 27 28 29 30 DATE

M TU W TH FDAY S M TH F

S

M TU W TH F

QUANTITY

NO OF DAYS

9

496.41 281.99

9

10 2

28.52 36.2

10 2

1

18.82

1

r level VEL - ERECTION OF SLABS AND BEAMS CELLAR FLOOR LEVEL - ERECTION OF SLABS AND BEAMS mns and curing arrangement and staters marking for columns and curing arrangement and staters L - ERECTION OF COLUMNS 18.82 1 11 STILT FLOOR LEVEL - ERECTION OF COLUMNS L - ERECTION OF SLABS AND BEAMS 7 STILT FLOOR LEVEL - ERECTION OF SLABS AND BEAMS 205.2 L - ERECTION OF COLUMNS 19.58 1 12 FIRST FLOOR LEVEL - ERECTION OF COLUMNS L - ERECTION OF SLABS AND BEAMS 156.82 4 13 FIRST FLOOR LEVEL - ERECTION OF SLABS AND BEAMS EVEL - ERECTION OF COLUMNS 19.58 1 SECOND FLOOR LEVEL - ERECTION OF COLUMNS EVEL - ERECTION OF SLABS AND BEAMS 4 14 SECOND FLOOR LEVEL - ERECTION OF SLABS AND BEAMS156.82 EL - ERECTION OF COLUMNS 19.58 1 15 THIRD FLOOR LEVEL - ERECTION OF COLUMNS EL - ERECTION OF SLABS AND BEAMS 4 THIRD FLOOR LEVEL - ERECTION OF SLABS AND BEAMS 156.82 VEL - ERECTION OF COLUMNS 19.58 1 16 FOURTH FLOOR LEVEL - ERECTION OF COLUMNS VEL - ERECTION OF SLABS AND BEAMS 156.82 4 17 FOURTH FLOOR LEVEL - ERECTION OF SLABS AND BEAMS L - ERECTION OF COLUMNS 19.58 1 FIFTH FLOOR LEVEL - ERECTION OF COLUMNS L - ERECTION OF SLABS AND BEAMS 4 18 FIFTH FLOOR LEVEL - ERECTION OF SLABS AND BEAMS 156.82 EVEL - ERECTION OF COLUMNS 10.5075 1 19 TERRACE FLOOR LEVEL - ERECTION OF COLUMNS ERECTION OF SLABS AND BEAMS TERRACE FLOOR - ERECTION OF SLABS AND BEAMS K BRICK WORK aning ,hacking and marking FIRST FLOOR deshuttering, cleaning ,hacking and marking L - BRICK WORK UP TO SILL LEVEL 12.822 1 27 FIRST FLOOR LEVEL - BRICK WORK UP TO SILL LEVEL L - BRICKWORK UP TO LINTEL LEVEL 2 28 FIRST FLOOR LEVEL - BRICKWORK UP TO LINTEL LEVEL 14.415 L - FABRICATION OF LINTELS , CHAJJAS AND LOFTS 29 FIRST FLOOR LEVEL - FABRICATION OF LINTELS , CHAJJAS 3.906 AND LOFTS L - BRICKWORK UP TO SLAB LEVEL 12.052 1 FIRST FLOOR LEVEL - BRICKWORK UP TO SLAB LEVEL ing and plumbing and sanitary pipe work 30 electrical conducting and plumbing and sanitary pipe work ct and mesh work and water proofing and filling of 31sukken closingslab the conduct and mesh work and water proofing and filling of sukken slab t 279.3 32 plastering 1st coat and similar works kitchen platform and similar works en and toilets 159.67 33 dadoing for kitchen and toilets 45 34 toilet flooring f remaining area 959.92 35 regular flooring of remaining area

electrical wiring nd ceiling 36 primer for walls and ceiling shutters 74 37 door and window shutters nd primer for wall , doors, windows and ventilators 38 putti finish and 2nd primer for wall , doors, windows and ventilators er fixers and hardware for doors and windows electrical and other fixers and hardware for doors and windows r supply fittings 39 sanitary and water supply fittings

S

M TU W THTHF F S S MM TUTUWWTHTHF F S S MM TUTHWF THS F M S TUMWTUTHWF THS S M MTUTUWWTHTHF F S S M MTUTUWWTHTHF F S S M MTUWWTHTHF F S S MM TUTUWWTHTHF S S MMTUTUWTHTHF F S S MMTUTUWWTHTHF F S S MMTUWWTHTHF S S MMTUTUWWTHTHF F S S MMTUTUWTHTHF F S S MMTUTUWWTHTHF S S MMTUTUWWTHTHF S S MMTUTUWWTHTHF

S

M TU W TH F

NO OF SETS

546.05 144.32

1 1 1

18.82 205.2 19.58 156.82 19.58 156.82 19.58 156.82 19.58 156.82 19.58 156.82 10.5075

1 7 1 4 1 4 1 4 1 4 1 4 1

12.822

1 2

1 1

1

1

14.415 3.906 12.052

279.3 159.67 45 959.92

74

BAR CHARTS RATE ANALYSIS 0.00

DETAILED ESTIMATE S. No

B.C.M Building construction and management explained working process of all projects done in reality that also thought about time frame with bar charts and budget with estimation .

Gave a overall sequence involved in every project .

S.N 1 1

Description of Item

No.

MEASUREMENTS L B D 2 3 4 5 6 Earth work excavation for foundatins and depositing at site with an intial lead of 10 mts and lift of 2 mts in mixture of gravel and soft disintegrated rock like shales ordinary gravel, stony earth and earth mixed with fair sized boulders including all operational, incidental, labour charges such as shoring, sheeting, planking shuttering etc complete for finished item of work

Quantity

Quantity 2

7

Descrpition of item

Rate

Per

Amount

3 Earth work excavation for foundatins and depositing at site with an intial lead of 10 mts and lift of 2 mts in mixture of gravel and soft disintegrated rock like shales ordinary gravel, stony earth and earth mixed with fair sized boulders including all operational, incidental, labour charges such as shoring, sheeting, planking shuttering etc comlete for finished item of work as per SS 302 & 303

4

8

9

1.00 Cum Intial rate for excavation 1.00 Cum Add 50% for foundations

496.412 cum 2

1 1

Vibrated plain cement concrete (1:3:6) proportion (cement)fine aggregate coarse aggregate for foundation using 40mm size Metal from approved quarry including cost and conveyanceof all materials like cement, sand coarse aggregate water including machine mixing and vibrating charges, seneriage charges etc.to site including of all materials and all labour charges etc. complete. for finished item of work

746.80 1147.20

1 cum 1 cum

746.80 1147.20 1894.00 0.02 1894.02

382.40

1 cum

382.40 382.40 0.04 382.44

794.39 219.65

1 cum 1 cum

794.39 219.65 1014.04 0.01 1014.05

1300.00 794.39 4940.00

1 cum 1 cum 1 MT 1 No

1196.00 365.42 818.06 44.28

1 No

95.06

Sundries Rate per 1 Cum. 2

Refilling with excavated soils or other than expansive soils in foundations and plinth in 150 mm layers including watering and consolidation according to standard specifications, cost and conveyence of all materials and labour charges as directed complete for finished item of work as per SS 309 and 310 of APSS 1.00 Cum 50 % Intial rate for excavation Sundries Rate per 1 Cum.

54.54

3

CUM 4

Randam Rubble masonary in cement mortar (1:6) mix for foundations using rough granite stone including cost and conveyence of all materials such as cement, sand, stone water etc, from approved sources to work site and cost of seignorage charges on materials, including all labour charges for mixing of cement mortar, masonary construcitons, scaffolding charges curing etc complete for finished item of work 53.606 Cum

5

Refilling with excavated soils or other than expansive soils in foundations and plinth in 150 mm layers including watering and consolidation according to standard specifications, cost and conveyence of all materials and labour charges as directed complete for finished item of work

As per item No:1 quantity

546.05

ESTIMATION

Filling carted sand in trenches, sides of foundations, basement etc, brought from approved quarry / available sources in layers not exceeding 15 cms thick consolidating each deposited layer water land and famming including cost, seigniorage, conveyence charges, etc complete for finished item of work as per SS 309 and 310 of APSS 1.00 Cum Sand for filling 1.00 Cum Labour charges for filling Sundries Rate per 1 Cum.

4

Vibrated plain cement concrete (1:4:8) proportion (cement) fine aggregate coarse aggregate for foundation using 40mm size HBG Metal (SS.5) from approved quarry including cost and conveyanceof all materials like cement, sand coarse aggregate water including machine mixing and vibrating charges, seneriage charges etc.to site including of all materials and all labour charges etc. complete. for finished item of work as per SS 405 of APSS for levelling course.

0.92 Cum Cost of 40 mm HBG chips 0.46 Cum cost of sand 165.60 kgs Cost of cement 0.06 Nos Mason 1 st class

0.14 Nos

Mason 2 nd class

RATE ANALYSIS

738.00 679.00

S

M TU W TH S

2

4

5

6

7

M TU W TH F

8

9 S

PAINTINGS

SKETCHES

MODEL MAKING This project is the logo modeling for college for which we used foam sheets and acrylic paints with the square composition created a logo, framing it in a triangular form .