Portfolio Internship - 2023 by HARSHWARDHAN RATHORE

REVISION CONTROL PROJECT NAME CONTRACT ID DRAWING NAME/TITLE DRAWING NO. SCALE SHEET NO. GOOD FOR CONSTRUCTION WD PRELIMINARY DESIGN REV. NO.DATE DESCRIPTION OF CHANGES /CLOUDING FILE NAME: AGM MANAGER (P&D) GM(P&D) METROLINK EXPRESS FOR GANDHINAGAR AND AHMEDABAD(MEGA) COMPANY LIMITED (A SPV of Government of India and Government of Gujarat) ISSUED BY THE DESIGN & DRAWING AS CERTIFIED BELOW AND SUBMITTED BY THE CONTRACTOR HAVE BEEN PROOF CHECKED BY GENERAL ENGINEERING CONSULTANT ON BEHALF OF MEGA AND IS RECOMMENDED TO MEGA FOR REFERENCE OF GENERAL ENGINEERING CONSULTANT CONSORTIUM OF SYSTRA-RITES-OCG-AECOM REFERENCE DWG. (Alignment/Land Plan/Arch./Stru./E&M/TVS-HVSC) WITH REVISION NO. & DATE :DATE RE Dy. CRE CDE (E & M)/Dy CDE DY. PROJECT DIRECTOR DETAILED DESIGN CONSULTANT (DDC) ISSUED FOR CTE Dy. CTECTRAE/Dy. CTRAE CIE/ Dy CIE GM(S&T) GM(SYS) CERTIFIED THAT DETAILED DRAWING PREPARED IS COMPL ED WITH THE TERM & CONDITIONS OF CONTRACT WITH MEGA AND DDC OWNS FULL RESPONSIBILITY FOR DESIGN AS PER ODS & OCS, ADEQUACY & MEETING FUNCTIONAL, PERFORMANCE AND OPERATIONAL REQUIREMENTS INCLUDING CONSIDERATION FOR INTERFACE REQUIREMENTS WITH OTHER CONCERNED DESIGNERS & CONTRACTORS AND COMPLIANCE TO STANDARD, SPECIFICATIONS, SAFETY AND STATUTORY RULES & REGULATIONS APPLICABLE. IT IS CERTIFIED THAT, THIS DRAWING HAS NO EXCEPTIONS UNLESS DEFINED AS ABOVE EXPLICITLY. THIS DRAWING WITH RELEVANT ANALYSIS & DESIGN HAS BEEN PRODUCED BY DDC AND INDEPENDENTLY CHECKED BY I-LDC & CONTRACTOR BEFORE SUBMISSION TO ENGINEER. REFERENCE REPORT WITH REVISION NO. & DATE :LEGENDS ABBREVIATIONS APPROVED BY CHECKED BY DESIGNED BY NO OBJECTION NO OBJECTION SUBJECT TO THE COMMENTS AS NOTED REVISION AND RESUBMISSION REQUIRED SUBJECT TO THE COMMENTS AS NOTED CONSTRUCTION REFERENCE DRAWING SIZE : A1 LOCATION (SIGNATURE)(DATE) (SIGNATURE) (DATE) (SIGNATURE) (DATE)(SIGNATURE)(DATE) This Drawings/Design are property of MEGA. The Drawings Design cannot be issued by any other person,firm,authority or used by consultant for any other purpose/project without prior written permission of MEGA.The consultant shall indemnify MEGA against all claims arisen due to infringement of any right protected by design,copyright or other intellectual property rights. AGM MANAGER (SYS) AGM MANAGER (S&T) REV. NO. EMPLOYER: EXCEPTION BY CONTRACTOR NIL CONTRACTOR ISSUED BY IT IS CERTIFIED THAT DETAILED DRAWING PREPARED BY “DDC” HAS BEEN INDEPENDENTLY ANALYZED & DESIGNED OR CHECKING BY “I-LDC” IT IS COMPLIED WITH THE TERM & CONDITIONS OF CONTRACT REQUIREMENTS AND I-LDC OWNS FULL RESPONSIBILITY FOR ACCURACY OF DESIGN AS PER ODS & OCS, ADEQUACY MEETING FUNCTIONAL, PERFORMANCE AND OPERATIONAL REQUIREMENTS INCLUDING CONSIDERATION FOR INTERFACE REQUIREMENTS WITH OTHER CONCERNED DESIGNERS & CONTRACTORS AND COMPLIANCE TO STANDARDS, SPECIFICATIONS, SAFETY AND STATUTORY RULES & REGULATIONS APPLICABLE. IT IS CERTIFIED THAT, THIS DRAWING HAS NO EXCEPTIONS UNLESS DEFINED AS ABOVE EXPLICITLY.IT IS CERTIFIED BY I-LDC FOR ONWARD SUBMISSION OF THIS DRAWING BY CONTRACTOR TO ENGINEER. INDEPENDENTLY APPROVED BY INDEPENDENTLY REVIEWED BY INDEPENDENTLY CHECKED BY INDEPENDENT LEAD DESIGN CHECKER (I-LDC) ISSUED BY IT IS CERTIFIED THAT DETAILED DRAWING PREPARED IS COMPLIED WITH THE TERM CONDITIONS OF CONTRACT WITH MEGA AND CONTRACTOR OWNS FULL RESPONSIBILITY OF QUALITY CONTROL, CHECKING AND VERIFICATION OF ACCURACY, CORRECTNESS, COMPLETENESS, INTEGRATION, INTERFACING WITH OTHER DESIGN DISCIPLINES & CONTRACTORS AND FULL COMPLIANCE OF EMPLOYER CONTRACT REQUIREMENT PROVISIONS AND STANDARDS, SPECIFICATIONS, SAFETY AND STATUTORY RULES & REGULATIONS APPLICABLE. IT IS CERTIFIED THAT, THIS DRAWING HAS NO EXCEPTIONS UNLESS DEFINED AS ABOVE EXPLICITLY. APPROVED BY REVIEWED BY CHECKED BY NO OBJECTION FROM EMPLOYER IS BEING ACCORDED FOR CONSTRUCTION CHECKED BY INTERFACE ENGINEER DEFINATIVE DESIGN AS BUILT DRAWING FOR REFERENCE DISCUSSION REFERENCE DESIGN DOCUMENT WITH REVISION NO. & DATE :DESIGNER SR. NO. DATE REFERENCE DRAWING NUMBER REVISION NO. ENGINEER: \\SERVER\F\SHUBHAM\HARSH\KKE\PLATFORM\UG1-W-KKE-AD-11402-06 (08.05.2023).DWG CHECKED BY INTERFACE ENGINEER CHECKED BY INTERFACE ENGINEER GEOCONSULT India Pvt.Ltd TUNNEL CONSULTANT AHMEDABAD METRO-LINK RAIL PROJECT PHASE Design and Construction of Underground Stations and Tunnel including Finishes and excluding PHE, Electrical and HVAC from East End of East Ramp to East End of Launching Shaft near Kalupur Metro Station from Chainage 14328.88m to Chainage 1882.88m, which comprises of East Ramp,Twin Bored Underground Tunnel between East Ramp and Kalupur Metro Station all cut and cover portion including two Underground Stations Kankaria East and Kalupur Metro Station, including portion of NATM and Launching and Receiving Chambers of TBM for Ahmedabad Metro Rail Project, Phase-1,vide IFB No: MEGA/EW/UGSAT/PKG-1/CIVIL/2016 Afcons Infrastructure Limited Afcons House-16, Shah Industrial Estate, Veera Desai Road, Azad Nagar, Post Box No. 11978, Andheri (W), Mumbai 400053 Ph: +91-22-66773121 Fax:+91-22-26730047/1031, Email: ajay@afcons.com TANDON CONSULTANTS PVT. LTD. STRUCTURAL ENGINEERING SPECIALISTS 17 LINK ROAD, JANGPURA EXTENSION NEW DELHI-110 014 E-mail: tcpl_123@yahoo.com,tandon@tcpl.com,Website www.tcpl.com PROJECT MANAGER (UG) PROJECT DIRECTOR ADD. GM(CONST.) ENGINEER ARCHITECT AGM MANAGER (CONST.) KEY PLAN 1. THE WORK SHALL BE EXECUTED AS PER SHOP/ WORKING DRAWINGS PREPARED BY THE CONTRACTOR BASED ON THE GFC DRAWINGS AND AS CONSENTED FOR NO OBJECTION" BY THE ENGINEER 2. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED. 3. ALL DIMENSIONS ARE TO BE READ AND NOT MEASURED. 4. ANY DISCREPANCIES MUST BE BROUGHT TO THE NOTICE OF THE ENGINEER BEFORE EXECUTION OF WORK AT SITE. 5. THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL, STRUCTURAL,PLUMBING & FIRE FIGHTING, ELECTRICAL AND TRAFFIC MANAGEMENT DRAWINGS. 6. ALL DOOR/WINDOW CILL & LINTEL LEVELS ARE MEASURED FROM MAIN FLOOR FINISHED LEVELS. GENERAL NOTES: TARUN GOELD K SHARMA PRAVEEN KUMAR SUSHREE MATHUR RENU BALA DEEPA CHAMAN AS SHOWN N UG1-W-KKE-AD-11402 1 OF 5 PLATFORM LEVEL PLAN- PART 1 KANKARIA EAST STATION PLATFORM LEVEL PLAN-PART 1 PART-1 08.06.2023 R0 UG1-W-KKE-AD-11961-62 (DOOR SCHEDULE) UG1-W-KKE-AD-11971 (RAILING SCHEDULE) R2 25.05.22 01.08.23 01.08.23 01.08.23 R7 09.11.21 · · · · · · · NOTES: R1 12.03.22 UG1-W-KKE-AD-11401 (PLAFORM LEVEL PLAN) 1 2 4 5 6 3 A 11701 C 11703 B 11702 C/L OF TRACK C/L OF TRACK G F A B C D E D 11801 E 11802 L 11803 24400 6355 1570 3700 2550 1870 6355 CL OF TRACK F A B C D E G CL OF TRACK 7T CAP. HOOK AT CEILING 3T CAP. HOOK ON D-WALL 10T CAP. HOOK AT CEILING (TYP) 3T CAP. HOOK ON D-WALL 3T CAP. HOOK ON D-WALL 10T CAP. HOOK AT CEILING (TYP) UP DN UP END OF PLATFORM 800 2800 5255 3750 4900 1500 1600 1600 3300 2400 2700 1500 1575 1575 3080 3680 800 5255 1096 1106 1804 1804 9890 1500 1500 6000 3500 6000 3500 1300 1000 500 5100 625 1096 219 877 1106 219 877 4580 1800 1800 1810 1810 3483 +10 0 580 155 3470 +10 0 155 580 60 9890 820 U20A & U38 U46A/ U47A U24A U25A U24D (50 MM FLOOR FINISH) +34.338 FFL +34.288 (TOC) +34.338 FFL +34.288 (TOC) DEAD SPACE WALKWAY-1 WALKWAY-2 U63A FRONT FACE OF TRAIN / NSP SIGNALING ANTENNA TRAIN STOP POINT PSL 236X406X205MM PSL 236X406X205MM 800 840 800 750 12000 3065 6295 1640 800 840 800 750 6880 U26.6 U31.1 U55.1 U56.1 U31.2 U32.1 U54.1 U60.2 U32.2 U59.1 U58.1 RT5A RT5A RT1A 2900 2900 2900 2900 U26.5 800 800 1970 3090 HV LV1 LV2 Height=3.5M Traction TRAFO-02 HV LV1 LV2 Height=3.5M A A TIE H01 TR 2MVA TIE H03 Height=3.32M H02 TT01 H04 TT02 H05 TIE H06 33kV SWITCH GEAR HT LT 2000KVA-AT Height=2.65M BUS DUCT BUSDUCT F Q Q Q BATTERY BANK 300AH SCD C D B G E ACDB DCDB Height=2.3M MC11 DC SWITCHGEAR MC41 MC42 COUPLING PANEL Height=2.3M RECTIFIER MG01 MG02 BUSDUCT BUSDUCT H K L L1 L1 Traction TRAFO-01 EL-11 EL-11 EL-12 EL-13 EL-14 EL-19 EL-20 EL-21 EL-14 MD51 EL-22 EL-24 EL-23 EL-16 EL-17 Q1 EL-20 MC21 MC22 MC23 MC24 MC12 10T CAP. HOOK AT CEILING (typ) 7T CAP. HOOK AT CEILING A EL-11 EL-15 3275 1975 4250 1275 800 1200 3600 800 2400 1600 1700 6000 1200 3200 1200 3020 800 12500 1000 750 1150 1400 1638 3400 1200 3400 1362 1000 2200 2000 2300 1500 4100 600 4700 600 1890 1700 800 1100 L Q1Q1 400 3700 2600 400 600 400 800 2600 MET-2 NEUTRAL MET-1 BODY MET-3 NEUTRAL MET-4 BODY 2275 DB -180 UPS PANEL APFC ASS-1 MAIN DISTRIBUTION BOARD DB-100 PLC 800x600 DB-110 POWER PANEL DB-120 LIGHTING PANEL DB-150 ESCALATOR LIFT PANELS DB-151 ES.PNL TUNNEL UDB TUNNEL SPDB BATTERY BATTERY BATTERY BATTERY ATS DB-155 SUMP PANEL DB-111 LCP SWG PMP SPDB-1 SCADA DB-1 LDB-1 UDB-1 CUTOUT-13 UPS-2 UPS-1 PSC 1200LX900WX100MM HIGH RCC FOUNDATION FROM FFL. STATIC WT. 550 KG. RT5A RT1A KNOCKOUT PANEL 4M X 4M KNOCKOUT PANEL 4M X 4M CENTER LINE OF TRACK LADDER ACCESS TO TRACK OTE EXTENT VARIES AS/E&M CHANGE IN SLAB LVL. CHANGE IN SLAB LVL. LADDER ACCESS TO TRACK OTE EXTENT VARIES AS/E&M 10x80DIAHDPEPIPE (FORTRACTION) END OF PLATFORM 6x200DIAHDPEPIPE (FORE&M) 6x150DIAHDPE PIPE (FOR TELECOM& SIGNALLING) 10x80DIAHDPEPIPE (FORTRACTION) 6x200DIAHDPEPIPE (FORE&M) 6x150DIAHDPE PIPE (FOR TELECOM& SIGNALLING) TRACKWAY ACCESS DOOR LOW HEIGHT BLOCKWALL CL OF STATION LOW HT. BLOCK WALL 1400 MM X 300 MM FLOOR CUTOUT FOR TUNNEL CABLE 250MM X 300MM FLOOR CUTOUT FOR TUNNEL FIRE PIPE D305 D306 D304 D309 D311 D316 D317 D325 D326 D327 D330 D334 7T CAP. HOOK AT CEILING EMERGENCY STAIRCASE-U25A (CONC. TO PLAT.) STRUCTURAL WIDTH - 2325MM CLEAR WIDTH - 2225MM 41 RISERS @ 150MM HEIGHT FIREMEN STAIRCASE U24A (CONC TO PLAT) STRUCTURAL WIDTH - 1600MM CLEAR WIDTH 1500MM 36 RISERS @ 170.833MM HEIGHT SERVICE STAIRCASE - U24D (PLAT TO UNDERCROFT) STRUCTURAL WIDTH - 1500MM CLEAR WIDTH - 1300MM 15 RISERS @ 180.00MM HEIGHT RT8 RT8 RT8 RT8 RT1A TRAIN STOP POINT 1800 1200 1200 900 2900 1400 1200900 1400 1020 1000 600 1400 1000 1500 1670 1800 1600 1200 750 750 1200 300x200 CUTOUT FOR CABLE ENTRY/EXIT 2x(200x400)mmCUTOUTON UNDERCROFTWALLFROM 500MMTOTOPOFRAIL (33KVCABLE,ETS,FO,SEC &CROSSBONDCABLE RT8 RT8 3200 2000 28080 1600 PULLPITSWITH COVERONTOP PULLPITSWITH COVERONTOP 1600 TRACKWAY ACCESS DOOR TRACKWAY ACCESS DOOR PULLPITSWITH COVERONTOP PULLPITSWITH COVERONTOP RT1A FHC 1200X750 X2100MM REFUGE AREA CUTOUT -1 CUTOUT -3 CUTOUT-5 CUTOUT-6 CUTOUT-8 U63A FHC 1200X750 X2100MM 150Ø SLEEVES FOR E&M 150Ø SLEEVES FOR E&M 150Ø SLEEVES FOR E&M 150Ø SLEEVES FOR E&M D335 EMERGENCY TELEPHONE 320(H)x205(W)x120(D) ETS 430(L)x400(W)X200(D)MM ISC TELECOM 228(H)X88(W) X50(D)MM LEGEND DESCRIPTION FALSE FLOOR +450 From TOS ROOM NAME AREA (SQ. M) S.NO. 1 2 3 ASS & TSS PLATFORM ROOM SCHEDULE ROOM SCHEDULE U20A & U38 DIMENSION (MT.) (L X W) 249.56 28080 X 9890 4 5 6 U24A U25A AREA AS/ODS (SQ. M) 1500 (CLEAR WIDTH)(C-P) 2125 (CLEAR WIDTH)(C-P) AREA CALCULATED IS AS PER PLINE U24D SERVICE STAIRCASE 1300 (CLEAR WIDTH)(U-P) U46A/ U47A UPS/ BATTERY ROOM 4900 X 9890 39.98 REFUGE ROOM 3200 X 2000 U63A FIREMEN STAIRCASE (LEFT BOH) 18.41 EMERGENCY STAIRCASE (LEFT BOH) 42.24 6.40 10.44 NO. NO. LEGEND: SECTION XXX XXX LEVEL MARKING IN PLAN RCC WALL 100/200/300 THK FULL HT. BLOCK WORK 400mm HIGH LOW HT. BLOCK WORK D 11801 E 11802 13400 5300 13400 5400 8000 C 11703 B 11702 A 11701 L 11803

REVISION CONTROL PROJECT NAME CONTRACT ID DRAWING NAME/TITLE DRAWING NO. SCALE SHEET NO. GOOD FOR CONSTRUCTION WD PRELIMINARY DESIGN REV. NO.DATE DESCRIPTION OF CHANGES /CLOUDING FILE NAME: AGM MANAGER (P&D) GM(P&D) METROLINK EXPRESS FOR GANDHINAGAR AND AHMEDABAD(MEGA) COMPANY LIMITED (A SPV of Government of India and Government of Gujarat) ISSUED BY THE DESIGN & DRAWING AS CERTIFIED BELOW AND SUBMITTED BY THE CONTRACTOR HAVE BEEN PROOF CHECKED BY GENERAL ENGINEERING CONSULTANT ON BEHALF OF MEGA AND IS RECOMMENDED TO MEGA FOR REFERENCE OF GENERAL ENGINEERING CONSULTANT CONSORTIUM OF SYSTRA-RITES-OCG-AECOM REFERENCE DWG. (Alignment/Land Plan/Arch./Stru./E&M/TVS-HVSC) WITH REVISION NO. & DATE :DATE RE Dy. CRE CDE (E & M)/Dy CDE DY. PROJECT DIRECTOR DETAILED DESIGN CONSULTANT (DDC) ISSUED FOR CTE Dy. CTECTRAE/Dy. CTRAE CIE/ Dy CIE GM(S&T) GM(SYS) CERTIFIED THAT DETAILED DRAWING PREPARED IS COMPL ED WITH THE TERM & CONDITIONS OF CONTRACT WITH MEGA AND DDC OWNS FULL RESPONSIBILITY FOR DESIGN AS PER ODS & OCS, ADEQUACY & MEETING FUNCTIONAL, PERFORMANCE AND OPERATIONAL REQUIREMENTS INCLUDING CONSIDERATION FOR INTERFACE REQUIREMENTS WITH OTHER CONCERNED DESIGNERS & CONTRACTORS AND COMPLIANCE TO STANDARD, SPECIFICATIONS, SAFETY AND STATUTORY RULES & REGULATIONS APPLICABLE. IT IS CERTIFIED THAT, THIS DRAWING HAS NO EXCEPTIONS UNLESS DEFINED AS ABOVE EXPLICITLY. THIS DRAWING WITH RELEVANT ANALYSIS & DESIGN HAS BEEN PRODUCED BY DDC AND INDEPENDENTLY CHECKED BY I-LDC & CONTRACTOR BEFORE SUBMISSION TO ENGINEER. REFERENCE REPORT WITH REVISION NO. & DATE :LEGENDS ABBREVIATIONS APPROVED BY CHECKED BY DESIGNED BY NO OBJECTION NO OBJECTION SUBJECT TO THE COMMENTS AS NOTED REVISION AND RESUBMISSION REQUIRED SUBJECT TO THE COMMENTS AS NOTED CONSTRUCTION REFERENCE DRAWING SIZE : A1 LOCATION (SIGNATURE)(DATE) (SIGNATURE) (DATE) (SIGNATURE) (DATE)(SIGNATURE)(DATE) This Drawings/Design are property of MEGA. The Drawings Design cannot be issued by any other person,firm,authority or used by consultant for any other purpose/project without prior written permission of MEGA.The consultant shall indemnify MEGA against all claims arisen due to infringement of any right protected by design,copyright or other intellectual property rights. AGM MANAGER (SYS) AGM MANAGER (S&T) REV. NO. EMPLOYER: EXCEPTION BY CONTRACTOR NIL CONTRACTOR ISSUED BY IT IS CERTIFIED THAT DETAILED DRAWING PREPARED BY “DDC” HAS BEEN INDEPENDENTLY ANALYZED & DESIGNED OR CHECKING BY “I-LDC” IT IS COMPLIED WITH THE TERM & CONDITIONS OF CONTRACT REQUIREMENTS AND I-LDC OWNS FULL RESPONSIBILITY FOR ACCURACY OF DESIGN AS PER ODS & OCS, ADEQUACY MEETING FUNCTIONAL, PERFORMANCE AND OPERATIONAL REQUIREMENTS INCLUDING CONSIDERATION FOR INTERFACE REQUIREMENTS WITH OTHER CONCERNED DESIGNERS & CONTRACTORS AND COMPLIANCE TO STANDARDS, SPECIFICATIONS, SAFETY AND STATUTORY RULES & REGULATIONS APPLICABLE. IT IS CERTIFIED THAT, THIS DRAWING HAS NO EXCEPTIONS UNLESS DEFINED AS ABOVE EXPLICITLY.IT IS CERTIFIED BY I-LDC FOR ONWARD SUBMISSION OF THIS DRAWING BY CONTRACTOR TO ENGINEER. INDEPENDENTLY APPROVED BY INDEPENDENTLY REVIEWED BY INDEPENDENTLY CHECKED BY INDEPENDENT LEAD DESIGN CHECKER (I-LDC) ISSUED BY IT IS CERTIFIED THAT DETAILED DRAWING PREPARED IS COMPLIED WITH THE TERM CONDITIONS OF CONTRACT WITH MEGA AND CONTRACTOR OWNS FULL RESPONSIBILITY OF QUALITY CONTROL, CHECKING AND VERIFICATION OF ACCURACY, CORRECTNESS, COMPLETENESS, INTEGRATION, INTERFACING WITH OTHER DESIGN DISCIPLINES & CONTRACTORS AND FULL COMPLIANCE OF EMPLOYER CONTRACT REQUIREMENT PROVISIONS AND STANDARDS, SPECIFICATIONS, SAFETY AND STATUTORY RULES & REGULATIONS APPLICABLE. IT IS CERTIFIED THAT, THIS DRAWING HAS NO EXCEPTIONS UNLESS DEFINED AS ABOVE EXPLICITLY. APPROVED BY REVIEWED BY CHECKED BY NO OBJECTION FROM EMPLOYER IS BEING ACCORDED FOR CONSTRUCTION CHECKED BY INTERFACE ENGINEER DEFINATIVE DESIGN AS BUILT DRAWING FOR REFERENCE DISCUSSION REFERENCE DESIGN DOCUMENT WITH REVISION NO. & DATE :DESIGNER SR. NO. DATE REFERENCE DRAWING NUMBER REVISION NO. ENGINEER: \\SERVER\F\SHUBHAM\HARSH\KKE\PLATFORM\UG1-W-KKE-AD-11402-06 (08.05.2023).DWG CHECKED BY INTERFACE ENGINEER CHECKED BY INTERFACE ENGINEER GEOCONSULT India Pvt.Ltd TUNNEL CONSULTANT AHMEDABAD METRO-LINK RAIL PROJECT PHASE Design and Construction of Underground Stations and Tunnel including Finishes and excluding PHE, Electrical and HVAC from East End of East Ramp to East End of Launching Shaft near Kalupur Metro Station from Chainage 14328.88m to Chainage 1882.88m, which comprises of East Ramp,Twin Bored Underground Tunnel between East Ramp and Kalupur Metro Station all cut and cover portion including two Underground Stations Kankaria East and Kalupur Metro Station, including portion of NATM and Launching and Receiving Chambers of TBM for Ahmedabad Metro Rail Project, Phase-1,vide IFB No: MEGA/EW/UGSAT/PKG-1/CIVIL/2016 Afcons Infrastructure Limited Afcons House-16, Shah Industrial Estate, Veera Desai Road, Azad Nagar, Post Box No. 11978, Andheri (W), Mumbai 400053 Ph: +91-22-66773121 Fax:+91-22-26730047/1031, Email: ajay@afcons.com TANDON CONSULTANTS PVT. LTD. STRUCTURAL ENGINEERING SPECIALISTS 17 LINK ROAD, JANGPURA EXTENSION NEW DELHI-110 014 E-mail: tcpl_123@yahoo.com,tandon@tcpl.com,Website www.tcpl.com PROJECT MANAGER (UG) PROJECT DIRECTOR ADD. GM(CONST.) ENGINEER ARCHITECT AGM MANAGER (CONST.) KEY PLAN 1. THE WORK SHALL BE EXECUTED AS PER SHOP/ WORKING DRAWINGS PREPARED BY THE CONTRACTOR BASED ON THE GFC DRAWINGS AND AS CONSENTED FOR NO OBJECTION" BY THE ENGINEER 2. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED. 3. ALL DIMENSIONS ARE TO BE READ AND NOT MEASURED. 4. ANY DISCREPANCIES MUST BE BROUGHT TO THE NOTICE OF THE ENGINEER BEFORE EXECUTION OF WORK AT SITE. 5. THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL, STRUCTURAL,PLUMBING & FIRE FIGHTING, ELECTRICAL AND TRAFFIC MANAGEMENT DRAWINGS. 6. ALL DOOR/WINDOW CILL & LINTEL LEVELS ARE MEASURED FROM MAIN FLOOR FINISHED LEVELS. GENERAL NOTES: TARUN GOELD K SHARMA PRAVEEN KUMAR SUSHREE MATHUR RENU BALA DEEPA CHAMAN AS SHOWN N UG1-W-KKE-AD-11403 2 OF 5 PLATFORM LEVEL PLAN- PART 2 KANKARIA EAST STATION PLATFORM LEVEL PLAN-PART 2 PART-2 01.08.23 01.08.23 01.08.23 R0 08.06.2023 · · · · · · · NOTES: UG1-W-KKE-AD-11961-62 (DOOR SCHEDULE) UG1-W-KKE-AD-11971 (RAILING SCHEDULE) R2 25.05.22 R7 09.11.21 R1 12.03.22 UG1-W-KKE-AD-11401 (PLAFORM LEVEL PLAN) UP INTERMEDIATE COLUMNS FOR SUPPORT SC1 12000 3090 1750 1470 5060 3300 6000 3000 3000 5200 22400 8000 1520 ±5 4000 5200 8000 5200 7135 8000 3265 3940 2600 12000 1245 3090 1750 5200 3080 ±5 1520 ±5 1800 5980 67780 11900 11900 ESC-05 ESC-06 ESC-04 ST-05 U25A PLATFORM LVL. +34.338 FFL +34.188 (TOC) U01C U63A 800 750 800 840 800 800 840 800 750 800 840 800 800 840 800 750 14295 1640 1820 1820 1640 15480 1640 1820 1820 1640 14295 67320 800 750 800 840 800 800 840 800 750 800 840 800 800 840 800 750 U60.2 RT2 RT3A RT3A RT3A RAIL LEVEL +33.248M. +33.248M. RAIL LEVEL 14 01 RT5A RT1A BENCHES CENTER LINE OF TRACK CENTER LINE OF TRACK 3000 MM CLEAR HEADROOM AT THIS POINT BELOW STAIRCASE & ESCALATOR. 3000 MM CLEAR HEADROOM AT THIS POINT BELOW STAIRCASE & ESCALATOR. OTE CUTOUTS PSD AS/ DETAIL ESCALATOR PIT ESCALATOR PIT 2100 MM CLEAR HEADROOM ESCALATOR HOOKS ESCALATOR HOOKS D308 D334 EMERGENCY STAIRCASE-U25A STRUCTURAL WIDTH 2325MM 41 RISERS @ 150MM HEIGHT PUBLIC STAIRCASE (ST-06) CONCOURSE TO PLATFORM STRUCTURAL WIDTH 2600MM CLEAR WIDTH - 2300MM 41 RISERS @ 150MM HEIGHT 1000 FHC 1200x750x2100MM RT2C RT2C 2600 RT2C 1800 BENCHES 3200 2000 REFUGE AREA ESCALATOR HOOKS ESCALATOR HOOKS 1800 1800 U63A OTE CUTOUTS 3080 ±5 1520 ±5 3080 ±5 1520 ±5 3080 ±5 1520 ±5 3080 ±5 TELECOM RACK 650X600X500MM EMERGENCY TELEPHONE 320(H)x205(W)x120(D) ETS 430(L)x400(W)X200(D)MM EMERGENCY TELEPHONE 320(H)x205(W)x120(D) ETS 430(L)x400(W)X200(D)MM ISC TELECOM 228(H)X88(W) X50(D)MM ISC TELECOM 228(H)X88(W) X50(D)MM C/L OF TRACK C/L OF TRACK G F A B C D E D 11801 E 11802 L 11803 7 6 9 8 10 F 11704 ROOM NAME AREA (SQ. M) S.NO. 1 2 3 PLATFORM ROOM SCHEDULE ROOM SCHEDULE DIMENSION (MT.) (L X W) AREA AS/ODS (SQ. M) AREA CALCULATED IS AS PER PLINE PLATFORM PAID AREA U01C 134875 X 12000 1339.81 U25A 2125 (CLEAR WIDTH)(C-P) EMERGENCY STAIRCASE (LEFT BOH) 42.24 REFUGE AREA 3200 X 2000 U63A 6.40 SHEET NO. NO. LEGEND: SECTION XXX XXX LEVEL MARKING IN PLAN RCC WALL 100/200/300 THK FULL HT. BLOCK WORK 400mm HIGH LOW HT. BLOCK WORK LEGEND DESCRIPTION FALSE FLOOR +450 From TOS D 11801 E 11802 24400 6355 1570 3700 2550 1870 6355 CL OF TRACK F A B C D E G CL OF TRACK 6900 13000 8600 13000 13000 F 11704 L 11803

UG1-W-KKE-AD-11890 REINSTATEMENT SECTIONS 1 OF 3 27.07.2023 R0 KANKARIA STATION N 01.05.23 01.05.23 01.05.23 REVISION CONTROL PROJECT NAME CONTRACT ID DRAWING NAME/TITLE : DRAWING NO. SCALE AS SHOWN SHEET NO. GOOD FOR CONSTRUCTION WD PRELIMINARY DESIGN REV. NO.DATE DESCRIPTION OF CHANGES /CLOUDING FILE NAME: ISSUED BY THE DESIGN DRAWING AS CERTIFIED BELOW AND SUBMITTED BY THE CONTRACTOR HAVE BEEN PROOF CHECKED BY GENERAL ENGINEERING CONSULTANT ON BEHALF OF MEGA AND IS RECOMMENDED TO MEGA FOR REFERENCE OF :GENERAL ENGINEERING CONSULTANT CONSORTIUM OF SYSTRA-RITES-OCG-AECOM DATE CRE Dy. CRE CDE (E & M)/Dy CDE DY. PROJECT DIRECTOR DETAILED DESIGN CONSULTANT (DDC) ISSUED FOR CTE Dy. CTECTRAE/Dy. CTRAECIE/ Dy CIE IT CERTIFIED THAT DETAILED DRAWING PREPARED COMPL ED WITH THE TERM CONDITIONS OF CONTRACT WITH MEGA AND DDC OWNS FULL RESPONSIBILITY FOR DESIGN AS PER ODS & OCS, ADEQUACY & MEETING FUNCTIONAL, PERFORMANCE AND OPERATIONAL REQUIREMENTS INCLUDING CONSIDERATION FOR INTERFACE REQUIREMENTS WITH OTHER CONCERNED DESIGNERS & CONTRACTORS AND COMPLIANCE TO STANDARD, SPECIFICATIONS, SAFETY AND STATUTORY RULES & REGULATIONS APPLICABLE. IT IS CERTIFIED THAT, THIS DRAWING HAS NO EXCEPTIONS U LESS DEFINED AS ABOVE EXPLICITLY. THISDRAWING WITH RELEVANT ANALYSIS &DESIGN HAS BEEN PRODUCED BY DDC AND INDEPENDENTLY CHECKED BY I-LDC CONTRACTOR BEFORE SUBMISSION TO ENGINEER. APPROVED BY CHECKED BY DESIGNED BY NO OBJECTION NO OBJECTION SUBJECT TO THE COMMENTS AS NOTED REVISION AND RESUBMISSION REQUIRED SUBJECT TO THE COMMENTS AS NOTED CONSTRUCTION REFERENCE DRAWING SIZE A1 LOCATION ThisDrawings/DesignarepropertyofMEGA.TheDrawings/Designcannotbeissuedbyanyotherperson,firm,authority orusedbyconsultantforanyotherpurpose/projectwithoutpriorwrittenpermissionofMEGA.Theconsultantshall indemnifyMEGAagainstallclaimsarisenduetoinfringementof anyrightprotectedbydesign,copyrightorother intellectual property rights. DGM (E&M) REV. NO. EMPLOYER: EXCEPTION BY CONTRACTOR : NIL CONTRACTOR ISSUED BY IT IS CERTIFIED THAT DETAILED DRAWING PREPARED BY “DDC” HAS BEEN INDEPENDENTLY ANALYZED & DESIGNED OR CHECKING BY “I-LDC” & IS COMPLIED WITH THE TERM & CONDITIONS OF CONTRACT REQUIREMENTS AND I-LDC OWNS FULL RESPONSIBILITY FOR ACCURACY OF DESIGN AS PER ODS OCS, ADEQUACY & MEETING FUNCTIONAL, PERFORMANCE AND OPERATIONAL REQUIREMENTS INCLUDING CONSIDERATION FOR INTERFACE REQUIREMENTS WITH OTHER CONCERNED DESIGNERS CONTRACTORS AND COMPLIANCE TO STANDARDS, SPECIFICATIONS, SAFETY AND STATUTORY RULES REGULATIONS APPLICABLE. IT IS CERTIFIED THAT, THIS DRAWING HAS NO EXCEPTIONS UNLESS DEFINED AS ABOVE EXPLICITLY. IS CERTIFIED BY I-LDC FOR ONWARD SUBMISSION OF THIS DRAWING BY CONTRACTOR TO ENGINEER. INDEPENDENTLY APPROVED BY INDEPENDENTLY REVIEWED BY INDEPENDENTLY CHECKED BY INDEPENDENT LEAD DESIGN CHECKER (I-LDC) ISSUED BY ITISCERTIFIEDTHATDETAILEDDRAWINGPREPAREDISCOMPLIEDWITHTHETERM CONDITIONSOFCONTRACTWITHMEGAANDCONTRACTOROWNSFULL RESPONSIBILITYOFQUALITYCONTROL,CHECKINGANDVERIFICATIONOFACCURACY,CORRECTNESS,COMPLETENESS,INTEGRATION,INTERFACINGWITH OTHERDESIGNDISCIPLINES&CONTRACTORSANDFULLCOMPLIANCEOFEMPLOYER CONTRACTREQUIREMENTPROVISIONSANDSTANDARDS, SPECIFICATIONS,SAFETYANDSTATUTORYRULES REGULATIONSAPPLICABLE.ITISCERTIFIEDTHAT,THISDRAWINGHASNOEXCEPTIONSUNLESS DEFINED AS ABOVE EXPLICITLY. APPROVED BY REVIEWED BY CHECKED BY NO OBJECTION FROM EMPLOYER IS BEING ACCORDED FOR CONSTRUCTION CHECKED BY INTERFACE ENGINEER DEFINATIVE DESIGN AS BUILT DRAWING FOR REFERENCE DISCUSSION DESIGNER SR. NO. DATE REFERENCE DRAWING NUMBERREVISION NO. ENGINEER: \\SERVER\F\SHUBHAM\MEGA SUBMISSIONS\KANKARIA\REINSTATEMENT DRAWING\CAD\UG1-W-KKE-AD-11890.DWG CHECKED BY INTERFACE ENGINEER CHECKED BY INTERFACE ENGINEER GEOCONSULT India Pvt.Ltd TUNNEL CONSULTANT AHMEDABAD METRO-LINK RAIL PROJECT PHASE Design and Construction of Underground Stations and Tunnel including Finishes and excluding PHE, Electrical and HVAC from East End of East Ramp to East End of Launching Shaft near Kalupur Metro Station from Chainage 14328.88m to Chainage 11882.88m, which comprises of East Ramp,Twin Bored Underground Tunnel between East Ramp and Kalupur Metro Station all cut and cover portion including wo Underground Stations Kankaria East and Kalupur Metro Station, including portion of NATM and Launching and Receiving Chambers of TBM for Ahmedabad Metro Rail Project, Phase-1,vide IFB No: MEGA/EW/UGSAT/PKG-1/CIVIL/2016 Afcons Infrastructure Limited Afcons House-16, Shah Industrial Estate, Veera Desai Road, Azad Nagar, Post Box No. 11978, Andheri (W), Mumbai 400053 Ph: +91-22-66773121 Fax:+91-22-26730047/1031, Email: ajay@afcons.com TANDON CONSULTANTS PVT. LTD. STRUCTURAL ENGINEERING SPECIALISTS 17 LINK ROAD, JANGPURA EXTENSION NEW DELHI-110 014 E-mail: tcpl_123@yahoo.com,tandon@tcpl.com,Website www.tcpl.com PROJECT MANAGER (UG) PROJECT DIRECTOR ENGINEER ARCHITECT KEY PLAN 1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED. 2. ALL DIMENSIONS ARE TO BE READ AND NOT MEASURED. 3. ANY DISCREPANCIES MUST BE BROUGHT TO THE NOTICE OF THE CONSULTANT BEFORE EXECUTION OF WORK AT SITE. 4. THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL, STRUCTURAL,PLUMBING & FIRE FIGHTING, ELECTRICAL AND TRAFFIC MANAGEMENT DRAWINGS. 5. ALL DOOR/WINDOW CILL & LINTEL LEVELS ARE MEASURED FROM MAIN FLOOR FINISHED LEVELS. GENERAL NOTES: VINAY PAWARTARUN GOEL PRAVEEN KUMAR SUSHREE MATHUR RENU BALA DEEPA CHAMAN GUJARAT METRO RAIL CORPORATION LIMITED (A SPV of Government of India and Government of Gujarat) DGM (Telecom) DGM (Lift & Escalator) DGM (S&P) DGM MANAGER (SYS) DGM MANAGER (ARCH) DGM MANAGER (CONS.) DGM MANAGER (DESIGN) GM (E&M) GM (Telecom) GM (Traction) GM (S&P) GM (SYS) AGM (ARCH) GM (CONS.) CGM (P&D) TEXTURE PAINT SPACE FOR COMMERCIAL RS-4 TEXTURE PAINT TEXTURE PAINT METAL SCREEN JAALI ROAD LVL. SECTION -1 ENTRY STRUCTURE -C +50.02M +61.78M VENT SHAFTS-TOP OF PARAPET CAR DROP OFF BAY G P M N F E D 2537 1883 6355 1202 2900 2900 GATE 3 PAVEMENT LVL. +50.03M MANHOLE MANHOLE +50.688M U24C PLINTH LVL. RAMP LIGHT BY AMC LOUVERS BY E&M LOUVERS BY E&M (SCALE-1:50) +56.26M ENTRY-C PARAPET LVL. HDPE PIPE TUNNEL VENTILATION SHAFT STORM WATER PIPE STATION (U/G) ROAD LVL. +50.27M 12.50M WIDE ROAD +49.92M ROAD LVL. 2 1 1 4 SECTION 2 ENTRY STRUCTURE D PAVEMENT LVL. +50.35M 250Ø RCC STROM WATER PIPE LOUVERS BY E&M 5300 MANHOLE 13400 RT4D STATION BOX REFERENCE GRID RAMP 60MM THK. PAVER BLOCK 50MM SAND 100MM THK. P.C.C 13.52 TOUGHENED GLASS WITH METAL SCREEN JAALI STATION SIGNAGE ACP FACIA ACP FACIA FINISH WITH TEXTURE PAINT (SCALE-1:50) TUNNEL VENTILATION SHAFT ROAD LVL. +50.27 +58.75M TOP OF PARAPET VENT SHAFT +57.20M ROOF TOP LVL. +50.988M PLINTH LVL. OTHER'S PROPERTY 2.1M HIGH BOUNDARY WALL WITH +0.9 M WALL FENCING 60MM THK. PAVER BLOCK 50MM SAND 100MM THK. P.C.C

REINSTATEMENT SECTIONS 2 OF 3 27.07.2023 R0 KANKARIA STATION N 01.05.23 01.05.23 01.05.23 REVISION CONTROL PROJECT NAME CONTRACT ID DRAWING NAME/TITLE DRAWING NO. SCALE AS SHOWN SHEET NO. GOOD FOR CONSTRUCTION WD PRELIMINARY DESIGN REV. NO.DATEDESCRIPTION OF CHANGES /CLOUDING FILE NAME: ISSUED BY THE DESIGN DRAWING AS CERTIFIED BELOW AND SUBMITTED BY THE CONTRACTOR HAVE BEEN PROOF CHECKED BY GENERAL ENGINEERING CONSULTANT ON BEHALF OF MEGA AND IS RECOMMENDED TO MEGA FOR REFERENCE OF :GENERAL ENGINEERING CONSULTANT CONSORTIUM OF SYSTRA-RITES-OCG-AECOM DATE CRE Dy. CRE CDE (E & M)/Dy CDE DY. PROJECT DIRECTOR DETAILED DESIGN CONSULTANT (DDC) ISSUED FOR CTE Dy. CTECTRAE/Dy. CTRAECIE/ Dy CIE IT CERTIFIED THAT DETAILED DRAWING PREPARED IS COMPL ED WITH THE TERM & CONDITIONS OF CONTRACT WITH MEGA AND DDC OWNS FULL RESPONSIBILITY FOR DESIGN AS PER ODS & OCS, ADEQUACY MEETING FUNCTIONAL, PERFORMANCE AND OPERATIONAL REQUIREMENTS INCLUDING CONSIDERATION FOR INTERFACE REQUIREMENTS WITH OTHER CONCERNED DESIGNERS & CONTRACTORS AND COMPLIANCE TO STANDARD, SPECIFICATIONS, SAFETY AND STATUTORY RULES & REGULATIONS APPLICABLE. IT IS CERTIFIED THAT, THIS DRAWING HAS NO EXCEPTIONS U LESS DEFINED AS ABOVE EXPLICITLY. THISDRAWING WITH RELEVANT ANALYSIS & DESIGN HAS BEEN PRODUCED BY DDC AND INDEPENDENTLY CHECKED BY I-LDC CONTRACTOR BEFORE SUBMISSION TO ENGINEER. APPROVED BY CHECKED BY DESIGNED BY NO OBJECTION NO OBJECTION SUBJECT TO THE COMMENTS AS NOTED REVISION AND RESUBMISSION REQUIRED SUBJECT TO THE COMMENTS AS NOTED CONSTRUCTION REFERENCE DRAWING SIZE A1 LOCATION : ThisDrawings/DesignarepropertyofMEGA.TheDrawings/Designcannotbeissuedbyanyotherperson,firm,authority orusedbyconsultantforanyotherpurpose/projectwithoutpriorwrittenpermissionofMEGA.Theconsultantshall indemnifyMEGAagainstallclaimsarisenduetoinfringementof anyrightprotectedbydesign,copyrightorother intellectual property rights. DGM (E&M) REV. NO. : EMPLOYER: EXCEPTION BY CONTRACTOR : NIL CONTRACTOR ISSUED BY IT IS CERTIFIED THAT DETAILED DRAWING PREPARED BY “DDC” HAS BEEN INDEPENDENTLY ANALYZED & DESIGNED OR CHECKING BY “I-LDC” IS COMPLIED WITH THE TERM & CONDITIONS OF CONTRACT REQUIREMENTS AND I-LDC OWNS FULL RESPONSIBILITY FOR ACCURACY OF DESIGN AS PER ODS OCS, ADEQUACY & MEETING FUNCTIONAL, PERFORMANCE AND OPERATIONAL REQUIREMENTS INCLUDING CONSIDERATION FOR INTERFACE REQUIREMENTS WITH OTHER CONCERNED DESIGNERS CONTRACTORS AND COMPLIANCE TO STANDARDS, SPECIFICATIONS, SAFETY AND STATUTORY RULES REGULATIONS APPLICABLE. IT IS CERTIFIED THAT, THIS DRAWING HAS NO EXCEPTIONS UNLESS DEFINED AS ABOVE EXPLICITLY.IT IS CERTIFIED BY I-LDC FOR ONWARD SUBMISSION OF THIS DRAWING BY CONTRACTOR TO ENGINEER. INDEPENDENTLY APPROVED BY INDEPENDENTLY REVIEWED BY INDEPENDENTLY CHECKED BY INDEPENDENT LEAD DESIGN CHECKER (I-LDC) ISSUED BY ITISCERTIFIEDTHATDETAILEDDRAWINGPREPAREDISCOMPLIEDWITHTHETERM&CONDITIONSOFCONTRACTWITHMEGAANDCONTRACTOROWNSFULL RESPONSIBILITYOFQUALITYCONTROL,CHECKINGANDVERIFICATIONOFACCURACY,CORRECTNESS,COMPLETENESS,INTEGRATION,INTERFACINGWITH OTHERDESIGNDISCIPLINES&CONTRACTORSANDFULLCOMPLIANCEOFEMPLOYER&CONTRACTREQUIREMENTPROVISIONSANDSTANDARDS, SPECIFICATIONS,SAFETYANDSTATUTORYRULES REGULATIONSAPPLICABLE.ITISCERTIFIEDTHAT,THISDRAWINGHASNOEXCEPTIONSUNLESS DEFINED AS ABOVE EXPLICITLY. APPROVED BY REVIEWED BY CHECKED BY NO OBJECTION FROM EMPLOYER IS BEING ACCORDED FOR CONSTRUCTION CHECKED BY INTERFACE ENGINEER DEFINATIVE DESIGN AS BUILT DRAWING FOR REFERENCE DISCUSSION DESIGNER SR. NO. DATE REFERENCE DRAWING NUMBERREVISION NO. ENGINEER: \\SERVER\F\SHUBHAM\MEGA SUBMISSIONS\KANKARIA\REINSTATEMENT DRAWING\CAD\UG1-W-KKE-AD-11890.DWG CHECKED BY INTERFACE ENGINEER CHECKED BY INTERFACE ENGINEER GEOCONSULT India Pvt.Ltd TUNNEL CONSULTANT AHMEDABAD METRO-LINK RAIL PROJECT PHASE Design and Construction of Underground Stations and Tunnel including Finishes and excluding PHE, Electrical and HVAC from East End of East Ramp East End of Launching Shaft near Kalupur Metro Station from Chainage 14328.88m to Chainage 11882.88m, which comprises of East Ramp,Twin Bored Underground Tunnel between East Ramp and Kalupur Metro Station all cut and cover portion including Underground Stations Kankaria East and Kalupur Metro Station, including portion of NATM and Launching and Receiving Chambers of TBM for Ahmedabad Metro Rail Project, Phase-1,vide IFB No: MEGA/EW/UGSAT/PKG-1/CIVIL/2016 Afcons Infrastructure Limited Afcons House-16, Shah Industrial Estate, Veera Desai Road, Azad Nagar, Post Box No. 11978, Andheri (W), Mumbai 400053 Ph: +91-22-66773121 Fax:+91-22-26730047/1031, Email: ajay@afcons.com TANDON CONSULTANTS PVT. LTD. STRUCTURAL ENGINEERING SPECIALISTS 17 LINK ROAD, JANGPURA EXTENSION NEW DELHI-110 014 E-mail: tcpl_123@yahoo.com,tandon@tcpl.com,Website www.tcpl.com PROJECT MANAGER (UG) PROJECT DIRECTOR ENGINEER ARCHITECT KEY PLAN 1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED. 2. ALL DIMENSIONS ARE TO BE READ AND NOT MEASURED. 3. ANY DISCREPANCIES MUST BE BROUGHT TO THE NOTICE OF THE CONSULTANT BEFORE EXECUTION OF WORK AT SITE. 4. THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL, STRUCTURAL,PLUMBING & FIRE FIGHTING, ELECTRICAL AND TRAFFIC MANAGEMENT DRAWINGS. 5. ALL DOOR/WINDOW CILL & LINTEL LEVELS ARE MEASURED FROM MAIN FLOOR FINISHED LEVELS. GENERAL NOTES: VINAY PAWARTARUN GOEL PRAVEEN KUMAR SUSHREE MATHUR RENU BALA DEEPA CHAMAN GUJARAT METRO RAIL CORPORATION LIMITED (A SPV of Government of India and Government of Gujarat) DGM (Telecom) DGM (Lift Escalator) DGM (S&P) DGM MANAGER (SYS) DGM MANAGER (ARCH) DGM MANAGER (CONS.) DGM MANAGER (DESIGN) GM (E&M) GM (Telecom) GM (Traction) GM (S&P) GM (SYS) AGM (ARCH) GM (CONS.) CGM (P&D) UG1-W-KKE-AD-11890 +57.20M ROOF LVL. 2.1M HIGH BOUNDARY WALL WITH +0.9 M WALL FENCING SECTION 3 T R S +50.98M PLINTH LVL. PAVEMENT LVL. +50.03M 2700 2678 MANHOLE 60MM THK. PAVER BLOCK 50MM SAND 100MM THK. P.C.C PLASTER WITH TEXTURE PAINT RWP ACP FACIA ACP FACIA RT4D +58.75M TOP OF PARAPET VENT SHAFT LOUVERS BY E&M TVS (SCALE-1:50) OTHER'S PROPERTY TUNNEL VENTILATION SHAFT ENTRY STRUCTURE - D 600 WIDE PROJECTION RT4B SW2 SECTION 4 (SCALE-1:50) RT4B ANCILLARY FRESH WATER TANK 80MM THK. PAVER BLOCK 50MM SAND 100MM THK. P.C.C 2.1M HIGH BOUNDARY WALL WITH +0.9 M WALL FENCING MH KANKARIA STATION (U/G) (U/G) 12.50M WIDE ROAD +49.92M ROAD LVL. OTHER'S PROPERTY ROAD LVL. +50.160M 2.1M HIGH BOUNDARY WALL WITH + 0.9 M WALL FENCING SECTION 5 60MM PAVER GMRC LAND 40MM BITUMEN COAT 70MM DBM 150MM WMM 250MM GSB EARTH (SCALE-1:50) HDPE PIPE 150MM 60MM PAVER GMRC LAND STATION REFERENCE GRID G

REINSTATEMENT SECTIONS 3 OF 3 27.07.2023 R0 KANKARIA STATION N 01.05.23 01.05.23 01.05.23 REVISION CONTROL PROJECT NAME CONTRACT ID DRAWING NAME/TITLE : DRAWING NO. SCALE AS SHOWN SHEET NO. GOOD FOR CONSTRUCTION WD PRELIMINARY DESIGN REV. NO.DATE DESCRIPTION OF CHANGES /CLOUDING FILE NAME: ISSUED BY THE DESIGN DRAWING AS CERTIFIED BELOW AND SUBMITTED BY THE CONTRACTOR HAVE BEEN PROOF CHECKED BY GENERAL ENGINEERING CONSULTANT ON BEHALF OF MEGA AND IS RECOMMENDED TO MEGA FOR REFERENCE OF :GENERAL ENGINEERING CONSULTANT CONSORTIUM OF SYSTRA-RITES-OCG-AECOM DATE CRE Dy. CRE CDE (E & M)/Dy CDE DY. PROJECT DIRECTOR DETAILED DESIGN CONSULTANT (DDC) ISSUED FOR CTE Dy. CTECTRAE/Dy. CTRAECIE/ Dy CIE IT CERTIFIED THAT DETAILED DRAWING PREPARED COMPL ED WITH THE TERM CONDITIONS OF CONTRACT WITH MEGA AND DDC OWNS FULL RESPONSIBILITY FOR DESIGN AS PER ODS & OCS, ADEQUACY & MEETING FUNCTIONAL, PERFORMANCE AND OPERATIONAL REQUIREMENTS INCLUDING CONSIDERATION FOR INTERFACE REQUIREMENTS WITH OTHER CONCERNED DESIGNERS & CONTRACTORS AND COMPLIANCE TO STANDARD, SPECIFICATIONS, SAFETY AND STATUTORY RULES & REGULATIONS APPLICABLE. IT IS CERTIFIED THAT, THIS DRAWING HAS NO EXCEPTIONS U LESS DEFINED AS ABOVE EXPLICITLY. THISDRAWING WITH RELEVANT ANALYSIS &DESIGN HAS BEEN PRODUCED BY DDC AND INDEPENDENTLY CHECKED BY I-LDC CONTRACTOR BEFORE SUBMISSION TO ENGINEER. APPROVED BY CHECKED BY DESIGNED BY NO OBJECTION NO OBJECTION SUBJECT TO THE COMMENTS AS NOTED REVISION AND RESUBMISSION REQUIRED SUBJECT TO THE COMMENTS AS NOTED CONSTRUCTION REFERENCE DRAWING SIZE A1 LOCATION ThisDrawings/DesignarepropertyofMEGA.TheDrawings/Designcannotbeissuedbyanyotherperson,firm,authority orusedbyconsultantforanyotherpurpose/projectwithoutpriorwrittenpermissionofMEGA.Theconsultantshall indemnifyMEGAagainstallclaimsarisenduetoinfringementof anyrightprotectedbydesign,copyrightorother intellectual property rights. DGM (E&M) REV. NO. EMPLOYER: EXCEPTION BY CONTRACTOR : NIL CONTRACTOR ISSUED BY IT IS CERTIFIED THAT DETAILED DRAWING PREPARED BY “DDC” HAS BEEN INDEPENDENTLY ANALYZED & DESIGNED OR CHECKING BY “I-LDC” & IS COMPLIED WITH THE TERM & CONDITIONS OF CONTRACT REQUIREMENTS AND I-LDC OWNS FULL RESPONSIBILITY FOR ACCURACY OF DESIGN AS PER ODS OCS, ADEQUACY & MEETING FUNCTIONAL, PERFORMANCE AND OPERATIONAL REQUIREMENTS INCLUDING CONSIDERATION FOR INTERFACE REQUIREMENTS WITH OTHER CONCERNED DESIGNERS CONTRACTORS AND COMPLIANCE TO STANDARDS, SPECIFICATIONS, SAFETY AND STATUTORY RULES REGULATIONS APPLICABLE. IT IS CERTIFIED THAT, THIS DRAWING HAS NO EXCEPTIONS UNLESS DEFINED AS ABOVE EXPLICITLY. IS CERTIFIED BY I-LDC FOR ONWARD SUBMISSION OF THIS DRAWING BY CONTRACTOR TO ENGINEER. INDEPENDENTLY APPROVED BY INDEPENDENTLY REVIEWED BY INDEPENDENTLY CHECKED BY INDEPENDENT LEAD DESIGN CHECKER (I-LDC) ISSUED BY ITISCERTIFIEDTHATDETAILEDDRAWINGPREPAREDISCOMPLIEDWITHTHETERM CONDITIONSOFCONTRACTWITHMEGAANDCONTRACTOROWNSFULL RESPONSIBILITYOFQUALITYCONTROL,CHECKINGANDVERIFICATIONOFACCURACY,CORRECTNESS,COMPLETENESS,INTEGRATION,INTERFACINGWITH OTHERDESIGNDISCIPLINES&CONTRACTORSANDFULLCOMPLIANCEOFEMPLOYER CONTRACTREQUIREMENTPROVISIONSANDSTANDARDS, SPECIFICATIONS,SAFETYANDSTATUTORYRULES REGULATIONSAPPLICABLE.ITISCERTIFIEDTHAT,THISDRAWINGHASNOEXCEPTIONSUNLESS DEFINED AS ABOVE EXPLICITLY. APPROVED BY REVIEWED BY CHECKED BY NO OBJECTION FROM EMPLOYER IS BEING ACCORDED FOR CONSTRUCTION CHECKED BY INTERFACE ENGINEER DEFINATIVE DESIGN AS BUILT DRAWING FOR REFERENCE DISCUSSION DESIGNER SR. NO. DATE REFERENCE DRAWING NUMBERREVISION NO. ENGINEER: \\SERVER\F\SHUBHAM\MEGA SUBMISSIONS\KANKARIA\REINSTATEMENT DRAWING\CAD\UG1-W-KKE-AD-11890.DWG CHECKED BY INTERFACE ENGINEER CHECKED BY INTERFACE ENGINEER GEOCONSULT India Pvt.Ltd TUNNEL CONSULTANT AHMEDABAD METRO-LINK RAIL PROJECT PHASE Design and Construction of Underground Stations and Tunnel including Finishes and excluding PHE, Electrical and HVAC from East End of East Ramp to East End of Launching Shaft near Kalupur Metro Station from Chainage 14328.88m to Chainage 11882.88m, which comprises of East Ramp,Twin Bored Underground Tunnel between East Ramp and Kalupur Metro Station all cut and cover portion including wo Underground Stations Kankaria East and Kalupur Metro Station, including portion of NATM and Launching and Receiving Chambers of TBM for Ahmedabad Metro Rail Project, Phase-1,vide IFB No: MEGA/EW/UGSAT/PKG-1/CIVIL/2016 Afcons Infrastructure Limited Afcons House-16, Shah Industrial Estate, Veera Desai Road, Azad Nagar, Post Box No. 11978, Andheri (W), Mumbai 400053 Ph: +91-22-66773121 Fax:+91-22-26730047/1031, Email: ajay@afcons.com TANDON CONSULTANTS PVT. LTD. STRUCTURAL ENGINEERING SPECIALISTS 17 LINK ROAD, JANGPURA EXTENSION NEW DELHI-110 014 E-mail: tcpl_123@yahoo.com,tandon@tcpl.com,Website www.tcpl.com PROJECT MANAGER (UG) PROJECT DIRECTOR ENGINEER ARCHITECT KEY PLAN 1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED. 2. ALL DIMENSIONS ARE TO BE READ AND NOT MEASURED. 3. ANY DISCREPANCIES MUST BE BROUGHT TO THE NOTICE OF THE CONSULTANT BEFORE EXECUTION OF WORK AT SITE. 4. THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL RELEVANT ARCHITECTURAL, STRUCTURAL,PLUMBING & FIRE FIGHTING, ELECTRICAL AND TRAFFIC MANAGEMENT DRAWINGS. 5. ALL DOOR/WINDOW CILL & LINTEL LEVELS ARE MEASURED FROM MAIN FLOOR FINISHED LEVELS. GENERAL NOTES: VINAY PAWARTARUN GOEL PRAVEEN KUMAR SUSHREE MATHUR RENU BALA DEEPA CHAMAN GUJARAT METRO RAIL CORPORATION LIMITED (A SPV of Government of India and Government of Gujarat) DGM (Telecom) DGM (Lift & Escalator) DGM (S&P) DGM MANAGER (SYS) DGM MANAGER (ARCH) DGM MANAGER (CONS.) DGM MANAGER (DESIGN) GM (E&M) GM (Telecom) GM (Traction) GM (S&P) GM (SYS) AGM (ARCH) GM (CONS.) CGM (P&D) UG1-W-KKE-AD-11890 ROAD LVL. +50.04M OTHER'S PROPERTY SECTION 8 PAVEMENT LVL. +50.19M PAVEMENT LVL. +50.15M 60MM THK. PAVER BLOCK 50MM SAND 100MM THK. P.C.C (SCALE-1:50) LIGHT BY AMC HDPE PIPE 60MM THK. PAVER BLOCK GMRC PLOT 2.1M HIGH BOUNDARY WALL WITH +0.9 M WALL FENCING 21 20 SECTION 6 ROAD LVL. +49.90M +61.78M VENT SHAFTS T.O.S +50.668M U24C PLINTH LVL. 5700 60MM THK. PAVER BLOCK 50MM SAND 100MM THK. P.C.C RT4D RT4D RT1A RS-3 RED KHARDA GRANITE COLUMN IN ELEVATION U24C R BLACK POLISHED GRANITE 20MM THK. POLISHED GRANITE COPING FINISH WITH TEXTURE PAINT LOUVERS BY E&M STATION BOX REFERENCE GRID ACP FACIA 40MM BITUMEN COAT 70MM DBM 150MM WMM 250MM GSB (SCALE-1:50) +55.668M ENTRY T.O.S COLLAPSIBLE GATE 2 OTHER'S PROPERTY TUNNEL

COLLAPSIBLE GATE 1 19 18 ENTRY STRUCTURE -C ROAD LVL. +49.92M PAVEMENT LVL. +50.17M 5400 METAL SCREEN JAALI 13.52 TOUGHENED LAMINATE GLASS & METAL SCREEN JAALI 13.52 TOUGHENED LAMINATE GLASS & COLLAPSIBLE GATE 3 SCHOOL PROPERTY STATION (U/G) PAVEMENT LVL. +50.27M ROAD LVL. +50.120M +50.23M PAVEMENT LVL. 80MM THK. PAVER BLOCK 2.1M HIGH BOUNDARY WALL WITH +0.9 M WALL FENCING SECTION 7 GMRC LAND 60MM THK. PAVER GMRC LAND 60MM THK PAVER 40MM BITUMEN COAT 70MM DBM 150MM WMM 250MM GSB EARTH (SCALE-1:50) 50MM SAND 100MM THK. PCC HDPE PIPE 150MM HDPE PIPE 150MM 1.2M PAVER 1.2M PAVER

VENTILATION SHAFT

QR Code allows verification of drawings through WRENCH Senior Discipline Expert Project Director APPROVAL BY NCRTC QR CODE GF OFFCI, BELOW CWG FLYOVER AT KHEL GAON, NEW DELHI-110092, TEL: +91 120 490 8800,EMAIL:DMGC@AIAIGC.COM ,WEBSITE:WWW.AIAIGC.COM Client: Chief Discipline Expert Certified that this document has been designed and checked in accordance with GC Quality Assurance Plan. TANDON CONSULTANTS PVT. LTD. FOUNTAINHEAD JV Lead Partner TANDON CONSULTANTS PVT. LTD 17, LINK ROAD, JANGPURA EXTENSION NEW DELHI-110014 Phone: 24317684, 24310509, FAX: 24316057 E-mail: tandon@tcpl.com, Website www.tcpl.com Designed: Drawn: Checked: Approved: NATIONAL CAPITAL REGION TRANSPORT CORPORATION 7/6, Siri Fort Institutional Area, August Kranti Marg, New Delhi 110049 Project Title: Contract DM/DD/COR-OF/020: Engagement of DDC for Detailed Design of two number of RRTS elevated Stations (i.e. Sarai kale khan and New Ashok Nagar including Multimodal Integration Scheme), approx. 11 km Elevated Viaduct (from Sarai Kale Khan upto Elevated RRTS Ramp near Khichripur and Sarai Kale Khan to Jungpura Stabling yard), Stabling Yard and Detailed Master Plan of approx. 12 Ha. Land parce at Jungpura. Drawing Title: Project Stage: E&MDiscipline: Paper Size: A1 Date: Scale Drawing: Revision: NOTES: 1. All dimensions are in mm.& areas, levels are in meters unless otherwise specified. 2. All levels given in drawing are Floor Finish level unless otherwise specified. 3. This drawing must be read in conjunction with all relevant architectural, structural, plumbing, fire fighting, electrical and traffic management drawing. 4. Any discrepancy must be brought to the notice of NCRTC before execution of work. JANGPURA HOUSING REV DATE DESCRIPTION Drawn byIssued by 1 50 Project Name CLUBHOUSE - FIRST FLOOR SEM 26/09/23 NCRTC-DM020-TFJ-JNGP-RES-M2-SE-40400 DesignerAuthor CheckerApprover 1 50 FIRST FLOOR PLAN 1 R0 SEM Certified that this document has been designed and checked in accordance with GC Quality Assurance Plan. RENU RKM NIKHIL SM SLEEVE. 65mmØ. FOR M.S.PIPE UP TO 40mmØ. DIA OF PIPE. DETAIL OF SLEEVES FOR FIRE FIGHTING WORKS S01 REF. NO. OF CUTOUT S03 80mmØ 125mmØ. S04 100mmØ 150mmØ. S05 150mmØ 200mmØ. 50Ø TO 65mmØ 100mmØ. S02 CENTER OF SLEEVE FROM BOTTOM OF SLAB. 300MM FROM BOTTOM OF SLAB 300MM FROM BOTTOM OF SLAB 300MM FROM BOTTOM OF SLAB 300MM FROM BOTTOM OF SLAB 300MM FROM BOTTOM OF SLAB DIA OF HVAC-WALL OPENING DETAIL HVAC-SLEEVE DETAIL 150MM DIA CUTOUTS IN GROUND FLOOR ROOF SLAB FOR PLUMBING PIPES AND FDs 05 06 07 08 09 10 PL-01 PL-02 PL-03 PL-04 PL-05 PL-06 PL-07 PL-08 800 300 550 250 300 600 300 230 650 300 350 230 300 300 230 1350 01 02 HVAC-01 HVAC-03 8001800 500900 S. No. Shaft Schedule Ground Floor Shaft Name Width Length 11 S&T-01 500 800 12 13 03 HVAC-04 2000450 04 HVAC-05 700700 03 HVAC-06 700700 HVAC-01 800MM X 1800MM FOR FRESH AIR (IN CASE OF FIRE) PL-01 300MM X 800MM CUTOUT IN CEILING 4600MM X 850MM 6075 4600 850 A A1 B C C1 D E A2 1200MMX600MM WIDE CUTOUT FOR LV. 2.1 4.1 4.2 1.1 10 6.1 6.2 1 2 3 2.1 4 4.1 1.1

QR Code allows verification of drawings through WRENCH Senior Discipline Expert Project Director APPROVAL BY NCRTC QR CODE GF OFFCI, BELOW CWG FLYOVER AT KHEL GAON, NEW DELHI-110092, TEL: +91 120 490 8800,EMAIL:DMGC@AIAIGC.COM ,WEBSITE:WWW.AIAIGC.COM Client: Chief Discipline Expert Certified that this document has been designed and checked in accordance with GC Quality Assurance Plan. TANDON CONSULTANTS PVT. LTD. FOUNTAINHEAD JV Lead Partner TANDON CONSULTANTS PVT. LTD 17, LINK ROAD, JANGPURA EXTENSION NEW DELHI-110014 Phone: 24317684, 24310509, FAX: 24316057 E-mail: tandon@tcpl.com, Website www.tcpl.com Designed: Drawn: Checked: Approved: NATIONAL CAPITAL REGION TRANSPORT CORPORATION 7/6, Siri Fort Institutional Area, August Kranti Marg, New Delhi 110049 Project Title: Contract DM/DD/COR-OF/020: Engagement of DDC for Detailed Design of two number of RRTS elevated Stations (i.e. Sarai kale khan and New Ashok Nagar including Multimodal Integration Scheme), approx. 11 km Elevated Viaduct (from Sarai Kale Khan upto Elevated RRTS Ramp near Khichripur and Sarai Kale Khan to Jungpura Stabling yard), Stabling Yard and Detailed Master Plan of approx. 12 Ha. Land parce at Jungpura. Drawing Title: Project Stage: E&MDiscipline: Paper Size: A1 Date: Scale Drawing: Revision: NOTES: 1. All dimensions are in mm.& areas, levels are in meters unless otherwise specified. 2. All levels given in drawing are Floor Finish level unless otherwise specified. 3. This drawing must be read in conjunction with all relevant architectural, structural, plumbing, fire fighting, electrical and traffic management drawing. 4. Any discrepancy must be brought to the notice of NCRTC before execution of work. JANGPURA HOUSING REV DATE DESCRIPTION Drawn byIssued by 1 50 Project Name CLUBHOUSE - FIRST FLOOR SEM 26/09/23 NCRTC-DM020-TFJ-JNGP-RES-M2-SE-40401 DesignerAuthor CheckerApprover 1 50 FIRST FLOOR PLAN 1 R0 SEM Certified that this document has been designed and checked in accordance with GC Quality Assurance Plan. RENU RKM NIKHIL SM SLEEVE. 65mmØ. FOR M.S.PIPE UP TO 40mmØ. DIA OF PIPE. DETAIL OF SLEEVES FOR FIRE FIGHTING WORKS S01 REF. NO. OF CUTOUT S03 80mmØ 125mmØ. S04 100mmØ 150mmØ. S05 150mmØ 200mmØ. 50Ø TO 65mmØ 100mmØ. S02 CENTER OF SLEEVE FROM BOTTOM OF SLAB. 300MM FROM BOTTOM OF SLAB 300MM FROM BOTTOM OF SLAB 300MM FROM BOTTOM OF SLAB 300MM FROM BOTTOM OF SLAB 300MM FROM BOTTOM OF SLAB DIA OF HVAC-WALL OPENING DETAIL HVAC-SLEEVE DETAIL 150MM DIA CUTOUTS IN GROUND FLOOR ROOF SLAB FOR PLUMBING PIPES AND FDs 05 06 07 08 09 10 PL-01 PL-02 PL-03 PL-04 PL-05 PL-06 PL-07 PL-08 800 300 550 250 300 600 300 230 650 300 350 230 300 300 230 1350 01 02 HVAC-01 HVAC-03 8001800 500900 S. No. Shaft Schedule Ground Floor Shaft Name Width Length 11 S&T-01 500 800 12 13 03 HVAC-04 2000450 04 HVAC-05 700700 03 HVAC-06 700700 213600 UP DN 41 52 39 PL-03 250MM X 350MM REQUIRED FOR SWIMMING POOL TOILET PL-02 550MM X 300MM 6075 1785 450mmx250mm CUT OUT REQD IN SLAB (FOR ELECTRICAL) 675 4.2 5 6 7 8 9 A A1 B C C1 D 10 6.1 11 A2 6.2 (IN CASE OF FIRE) SLAB CUTOUT 2.1 4.1 4.2 A1 1.1 10 6.1 A2 6.2

QR Code allows verification of drawings through WRENCH Senior Discipline Expert Project Director APPROVAL BY NCRTC QR CODE GF OFFCI, BELOW CWG FLYOVER AT KHEL GAON, NEW DELHI-110092, TEL: +91 120 490 8800,EMAIL:DMGC@AIAIGC.COM ,WEBSITE:WWW.AIAIGC.COM Client: Chief Discipline Expert Certified that this document has been designed and checked in accordance with GC Quality Assurance Plan. TANDON CONSULTANTS PVT. LTD. FOUNTAINHEAD JV Lead Partner TANDON CONSULTANTS PVT. LTD 17, LINK ROAD, JANGPURA EXTENSION NEW DELHI-110014 Phone: 24317684, 24310509, FAX: 24316057 E-mail: tandon@tcpl.com, Website www.tcpl.com Designed: Drawn: Checked: Approved: NATIONAL CAPITAL REGION TRANSPORT CORPORATION 7/6, Siri Fort Institutional Area, August Kranti Marg, New Delhi 110049 Project Title: Contract DM/DD/COR-OF/020: Engagement of DDC for Detailed Design of two number of RRTS elevated Stations (i.e. Sarai kale khan and New Ashok Nagar including Multimodal Integration Scheme), approx. 11 km Elevated Viaduct (from Sarai Kale Khan upto Elevated RRTS Ramp near Khichripur and Sarai Kale Khan to Jungpura Stabling yard), Stabling Yard and Detailed Master Plan of approx. 12 Ha. Land parce at Jungpura. Drawing Title: Project Stage: E&MDiscipline: Paper Size: A1 Date: Scale Drawing: Revision: NOTES: 1. All dimensions are in mm.& areas, levels are in meters unless otherwise specified. 2. All levels given in drawing are Floor Finish level unless otherwise specified. 3. This drawing must be read in conjunction with all relevant architectural, structural, plumbing, fire fighting, electrical and traffic management drawing. 4. Any discrepancy must be brought to the notice of NCRTC before execution of work. JANGPURA HOUSING REV DATE DESCRIPTION Drawn byIssued by 1 50 Project Name CLUBHOUSE - FIRST FLOOR SEM 26/09/23 NCRTC-DM020-TFJ-JNGP-RES-M2-SE-40402 DesignerAuthor CheckerApprover 1 50 FIRST FLOOR PLAN 1 R0 SLEEVE. 65mmØ. FOR M.S.PIPE UP TO 40mmØ. DIA OF PIPE. DETAIL OF SLEEVES FOR FIRE FIGHTING WORKS S01 REF. NO. OF CUTOUT S03 80mmØ 125mmØ. S04 100mmØ 150mmØ. S05 150mmØ 200mmØ. 50Ø TO 65mmØ 100mmØ. S02 CENTER OF SLEEVE FROM BOTTOM OF SLAB. 300MM FROM BOTTOM OF SLAB 300MM FROM BOTTOM OF SLAB 300MM FROM BOTTOM OF SLAB 300MM FROM BOTTOM OF SLAB 300MM FROM BOTTOM OF SLAB DIA OF HVAC-WALL OPENING DETAIL HVAC-SLEEVE DETAIL SEM Certified that this document has been designed and checked in accordance with GC Quality Assurance Plan. RENU RKM NIKHIL SM 150MM DIA CUTOUTS IN GROUND FLOOR ROOF SLAB FOR PLUMBING PIPES AND FDs 05 06 07 08 09 10 PL-01 PL-02 PL-03 PL-04 PL-05 PL-06 PL-07 PL-08 800 300 550 250 300 600 300 230 650 300 350 230 300 300 230 1350 01 02 HVAC-01 HVAC-03 800 1800 500900 S. No. Shaft Schedule Ground Floor Shaft Name Width Length 11 S&T-01 500 800 12 13 03 HVAC-04 2000450 04 HVAC-05 700700 03 HVAC-06 700700 UP INT-L1 213600 27 37 38 41 42 52 209700 FHC 1200MMX600MM PL-08 650MM X 1350MM HVAC-04 SHAFT FOR REFF. PIPES 2000MM X 450 MM CUTOUT IN CEILING 4600MM X 850MM CUTOUT FOR ELEC. 600MM X 300MM CUTOUT FOR LV. 600MM X 300MM 650x250 CUTOUT IN FLOOR (TO BE SEALED LATER) 6075 325 1875 625 625 1250 1250 1255 1000 1000 600 600 1000 375 245 195 150mm DIA CUT OUT IN SLAB 260 260 260 755 4060 476 445 260 1600 150 660 1300 1453 4600 850 PLUMBING CUTOUT IN WALL SIZE-150MMX150MM IL OF CUT OUT=+212875 E F G H J K 400 695 1 2 3 2.1 4 4.1 1.1 1200MMX600MM WIDE CUTOUT FOR LV. 2.1 4.1 4.2 1.1 10 6.1 6.2

SMOKE EX.SHAFT UPTO TERRACE HVAC-05 700x700 TOILET EX.SHAFT UPTO TERRACE

QR Code allows verification of drawings through WRENCH Senior Discipline Expert Project Director APPROVAL BY NCRTC QR CODE GF OFFCI, BELOW CWG FLYOVER AT KHEL GAON, NEW DELHI-110092, TEL: +91 120 490 8800,EMAIL:DMGC@AIAIGC.COM ,WEBSITE:WWW.AIAIGC.COM Client: Chief Discipline Expert Certified that this document has been designed and checked in accordance with GC Quality Assurance Plan. TANDON CONSULTANTS PVT. LTD. FOUNTAINHEAD JV Lead Partner TANDON CONSULTANTS PVT. LTD 17, LINK ROAD, JANGPURA EXTENSION NEW DELHI-110014 Phone: 24317684, 24310509, FAX: 24316057 E-mail: tandon@tcpl.com, Website www.tcpl.com Designed: Drawn: Checked: Approved: NATIONAL CAPITAL REGION TRANSPORT CORPORATION 7/6, Siri Fort Institutional Area, August Kranti Marg, New Delhi 110049 Project Title: Contract DM/DD/COR-OF/020: Engagement of DDC for Detailed Design of two number of RRTS elevated Stations (i.e. Sarai kale khan and New Ashok Nagar including Multimodal Integration Scheme), approx. 11 km Elevated Viaduct (from Sarai Kale Khan upto Elevated RRTS Ramp near Khichripur and Sarai Kale Khan to Jungpura Stabling yard), Stabling Yard and Detailed Master Plan of approx. 12 Ha. Land parce at Jungpura. Drawing Title: Project Stage: E&MDiscipline: Paper Size: A1 Date: Scale Drawing: Revision: NOTES: 1. All dimensions are in mm.& areas, levels are in meters unless otherwise specified. 2. All levels given in drawing are Floor Finish level unless otherwise specified. 3. This drawing must be read in conjunction with all relevant architectural, structural, plumbing, fire fighting, electrical and traffic management drawing. 4. Any discrepancy must be brought to the notice of NCRTC before execution of work. JANGPURA HOUSING REV DATE DESCRIPTION Drawn byIssued by 1 50 Project Name CLUBHOUSE - FIRST FLOOR SEM 26/09/23 NCRTC-DM020-TFJ-JNGP-RES-M2-SE-40403 DesignerAuthor CheckerApprover 1 50 FIRST FLOOR PLAN 1 R0 SEM Certified that this document has been designed and checked in accordance with GC Quality Assurance Plan. RENU RKM NIKHIL SM SLEEVE. 65mmØ. FOR M.S.PIPE UP TO 40mmØ. DIA OF PIPE. DETAIL OF SLEEVES FOR FIRE FIGHTING WORKS S01 REF. NO. OF CUTOUT S03 80mmØ 125mmØ. S04 100mmØ 150mmØ. S05 150mmØ 200mmØ. 50Ø TO 65mmØ 100mmØ. S02 CENTER OF SLEEVE FROM BOTTOM OF SLAB. 300MM FROM BOTTOM OF SLAB 300MM FROM BOTTOM OF SLAB 300MM FROM BOTTOM OF SLAB 300MM FROM BOTTOM OF SLAB 300MM FROM BOTTOM OF SLAB DIA OF HVAC-WALL OPENING DETAIL HVAC-SLEEVE DETAIL 150MM DIA CUTOUTS IN GROUND FLOOR ROOF SLAB FOR PLUMBING PIPES AND FDs 05 06 07 08 09 10 PL-01 PL-02 PL-03 PL-04 PL-05 PL-06 PL-07 PL-08 800 300 550 250 300 600 300 230 650 300 350 230 300 300 230 1350 01 02 HVAC-01 HVAC-03 8001800 500900 S. No. Shaft Schedule Ground Floor Shaft Name Width Length 11 S&T-01 500 800 12 13 03 HVAC-04 2000450 04 HVAC-05 700700 03 HVAC-06 700700 COFFERED CEILING BELOW ST-02 213600 UP DN 27 38 39 209700 1.2 M WIDE FHC - 1200MM X 600MM PL-06 300MM X 300MM PL-07 230MM X 230MM PL-04 PL-05 600MM X 300MM HVAC-03 F.A. SHAFT 900MM X 500MM CUTOUT FOR ELEC. 600MM X 300MM CUTOUT FOR LV. 600MM X 300MM 6075 350x200 CUTOUT IN FLOOR (TO BE SEALED LATER) 1000 1875 1250 1250 1000 1000 1255 100 695 260 450 300 185 400 615 190 580 310 135 615 575 100 100 470 150 485 500 100 470 420 215 200 215 450 300 FT FT FT 150mm DIA CUT OUT IN SLAB 150mm DIA CUT OUT IN SLAB FT 150mm DIA CUT OUT IN SLAB 150mm DIA CUT OUT IN SLAB PLUMBING CUTOUT IN WALL SIZE-200MMX100MM IL OF CUT OUT=+216650 PLUMBING CUTOUT IN WALL SIZE-200MMX150MM IL OF CUT OUT=+216350 PLUMBING CUTOUT IN WALL SIZE-200MMX150MM IL OF CUT OUT=+216475 550 1200 550 350 550 290 1090 600 1755 175 1250 260 575 1290 550 1210 335 940 850 440 1115 695 485 585 550 695 570 260 780 1050 1785 S & T -02 500 X 800 SLAB CUTOUT 300MM X 230MM

2630 100mm

E F G H J K 4.2 5 6 7 8 9 10 6.1 11 6.2 1200MMX600MM WIDE CUTOUT FOR LV. 2.1 4.1 4.2 1.1 10 6.1 6.2

HVAC-06 700x700

SUNKEN & 50mm MARGIN REQUIRED

19.06.2023 JANGPURA HOUSING TANDON CONSULTANTS PVT. LTD. FOUNTAINHEAD JV AM Design Lead Partner TANDON CONSULTANTS PVT. LTD 17, LINK ROAD, JANGPURA EXTENSION NEW DELHI-110014 Phone: 24317684, 24310509, FAX: 24316057 E-mail: tandon@tcpl.com, Website www.tcpl.com DGM Design EM Design REVDATE DESCRIPTION Originator QR Code allows verification of drawings through WRENCH APPROVAL BY NCRTC QR CODE CheckedApproved Scale: 7/6, Siri Fort Institutional Area, August Kranti Marg, New Delhi - 110049 Discipline: Certified that this document has been designed and checked in accordance with GC Quality Assurance Plan. Senior Discipline Expert Project Director GC OFFICE, BELOW CWG FLYOVER AT KHEL GAON, NEW DELHI-110092, TEL: +91 120 490 8800, EMAIL:DMGC@AIAIGC.COM ,WEBSITE: WWW.AIAIGC.COM Drawing: Revision: Paper Size: Client: Project Stage: Chief Discipline Expert Certified that this document has been designed and checked in accordance with DDC Quality Assurance Plan. Designed: Drawn: Checked: Approved: Drawing Title: Project Title: NATIONAL CAPITAL REGION TRANSPORT CORPORATION Date Contract DM/DD/COR-OF/020: Engagement of DDC for Detailed Design of two number of RRTS elevated Stations (i.e. Sarai kale khan and New Ashok Nagar including Multimodal Integration Scheme), approx. 11 km Elevated Viaduct (from Sarai Kal Khan upto Elevated RRTS Ramp near Khichripur and Sarai Kale Khan to Jungpura Stabling yard), Stabling Yard and Detailed Master Plan of approx. 12 Ha. Land parcel at Jungpura. DELHI-MEERUT RRTS ARCHITECTURE AS SPEC A1 R0 NCRTC-DM020-TFJ-JNGP-RES-M2-AR-41104 TOWER-B FES-01 AND FES-02 DETAILS RENU SM RKM SHUBHAM GFC WALL OPENING DETAIL FOR NON TOWER AREA DOOR/WINDOW SCHEDULE 200 3050 2500 310 730 1500 4200 1500 300 W-10 W-03 W-07 W-06 FD1 DN 5 7 6 8 LD-1 FIRE ESCAPE STAIRCASE- 02 PLAN (1:50) WI-02 RWP PIPE UP +209.55M +209.85M +208.20M 1100 380 1500 1320 1300 5000 4750 W-05 1050 6050 6050 9200 420 3775 460 3280 9200 1510 1100 1100 4324 1500 1550 4820 PAVEMENT LVL +209.55 PLINTH LVL +209.85 B.O.S. LVL +212.15 300 2300 ELEVATION-5 (1:50) W-06 350 2950 420 4200 380 1050 5000 6050 ELEVATION-7 (1:50) 1000 300 PAVEMENT LVL +209.55 PLINTH LVL +209.85 B.O.S. LVL +212.15 LD-1 2300 350 200 2950 1300 6050 200 4750 1500 200 3050 1400 PAVEMENT LVL +209.55 PLINTH LVL +209.85 B.O.S. LVL +212.15 300 2500 FD1 2300 ELEVATION-6 (1:50) W-07 WI-02 2950 1100 310 730 1500 1550 3775 4325 9200 350 1510 1400 PAVEMENT LVL +209.55 PLINTH LVL +209.85 B.O.S. LVL +212.15 300 ELEVATION-8 (1:50) 2300 350 2950 W-05 4820 1320 1500 460 3280 1100 9200 1400 2300 ELEVATION - 4 (1:50) 300 +212.15 B.O.S. LVL +209.85 PLINTH LVL +209.55 PAVEMENT LVL 350 2950 6370 3500 835 835 ELEVATION-2 (1:50) 350 2300 300 +212.15 B.O.S. LVL +209.85 PLINTH LVL +209.55 PAVEMENT LVL 2100 2950 5170 W-02 1400 1200 W-01 500 ELEVATION-3 (1:50) 300 +212.15 B.O.S. LVL +209.85 PLINTH LVL +209.55 PAVEMENT LVL 2100 2300 2950 6030 365 5165 350 PAVEMENT LVL +209.55 PLINTH LVL +209.85 B.O.S. LVL +212.15 300 2300 350 1400 200 1000 200 ELEVATION-1 (1:50) FD1 2950 W-01 6030 3275 LD-1 1500 125 1500 1650 340500365 FIRE ESCAPE STAIRCASE- 01 PLAN (1:50) LD-1 3 4 2 1 DN FD1 W-10 W-04 W-01 W-01 W-02 6030 5170 6370 220600180 1650 1500 125 1500 500 340 365 835 3500 835 500 +209.55M +209.85M UP +209.10M RWP PIPE 1100 365 5165 3275 1230 75 850 1400 75 200MM HIGH PARAPET FIRE ESCAPE STAIRCASE- 01 TERRACE PLAN (1:50) +212.30 SLOPE RWP PIPE +209.55M +209.85M +210.95M KHURRA 200MM HIGH PARAPET FIRE ESCAPE STAIRCASE- 02 TERRACE PLAN (1:50) +212.30 SLOPE RWP PIPE +209.85M +210.95M +209.55M KHURRA

4.727 M F.F.L. PLINTH LVL.

3.827 M F.F.L. PAVEMENT LVL.

3.677 M

(2NOS)160Ø UPVC RWP FROM TERRACE TO ROAD LVL.

(E03) (PAVEMENT TO PLINTH) PLINTH LEVEL: + 4.727 M PAVEMENT LEVEL: + 3.827 M NO. OF RISERS - 6 RISER: 150 MM TREAD: 300 MM WIDTH: 2000MM

FINISHES SCHEDULE FINISH TAG W32 C21 W15 PARTICULARS

POLISHED GRANITE (100MM HIGH) CEILING ACRYLIC DISTEMPER INTERIOR ACRYLIC EMULSION PAINT

HONED GRANITE SINGLE PIECE FOR TREADS POLISHED GRANITE SINGLE PIECE FOR RISER HONED GRANITE FOR LANDING

10.11.2022 1:50 RISHABH UGC05-ARP-SBA-1800-002 BANDRA (BKC) METRO STATION VOL 3A (ABOVE GROUND) E03 : EMERGENCY STAIRCASE FINISHES ( ST 02 ) (2 OF 3 SHEET) 1. UGC05-ARP-SBA-1000-001STREET LEVEL PLAN 3. UGC05-ARP-SBA-1100-001 COVER LEVEL PLAN 4.UGC05-ARP-SBA-1300-001CONCOURSE LEVEL PLAN 5.UGCO5-ARP-SBA-1800-001 E03: EMERGENCY STAIRCASE DETAIL (ST-02) (1 OF 3 SHEET) MUMBAI METRO LINE 3 (COLABA-BANDRA-SEEPZ) CONTRACT UGC-05 Detailed Design Consultant (DDC, ARCHITECTURAL, MEP) Scale Designed : Checked Drawn Approved : Date Drawing Title Drawing No. Rev. Drg. Status Contractor Project Title OMIKRON KAPPA PSP INDUS CONSULTRANS JV A JOINT VENTURE OF OMIKRON KAPPA CONSULTING S. A (GREECE), PSP CONSULTING ENGINEERS GMBH (GERMANY) & INDUS CONSULTRANS PVT. LTD. (INDIA) ARCHITECTURAL DESIGN FOUNTAINHEAD MEP DESIGN – INTERCONTINENTAL CONSULTANTS & TECHNOCRATS PVT LTD. DESIGN AND CONSTRUCTION OF UNDERGROUND STATIONS AT DHARAVI, B.K.C., VIDYANAGRI AND SANTACRUZ & MID VENTILATION SHAFT AT AGREEPADA HUTMENT AND ASSOCIATED TUNNELS Rev.DateDrawn Description Designed Checked Approved P-Preliminary, D-Definitive, C-Construction Reference, W-Working Drawing, B-As Built A1 CAD File Name :UGC05-ARP-SBA-1800-002-A0.DWG MUMBAI METRO RAIL CORPORATION LTD. NaMTTRI Building, Plot No. R-13, 'E'- Block, Bandra Kurla Complex, Bandra (East), Mumbai 400051. NOTIFICATION General Consultant (GC) A Objection. A complete resubmission is required. B No Objection with comments. C Notice of No objection. Assessor Discipline Leader Engineer As noted in the DSR No. _________________ dated ________ REFERENCE DRAWINGS A B C JKIL-CRTG JV DDC Interdisciplinary Coordination Sign off Mep : Structure : D A0 DEFINITIVE DESIGN + 3.827 M F.F.L. PAVEMENT LVL. + 4.727 M F.F.L. PLINTH LVL. + 3.677 M F.F.L. ROAD LVL. 150 900 + 9.127 M B.O.S. MUMTY LVL. 10 TEXTURE PAINT ELEVATION 3 1000 ST-02 (E03) (PLINTH TO CONCOURSE) PLINTH LEVEL: + 4.727 M PAVEMENT LEVEL: + 3.827 M COVER LEVEL: - 1.21 M CONCOURSE LEVEL: - 7.86 M NO. OF RISERS - 80 RISER: 157.337 MM TREAD: 300 MM WIDTH: 1600 MM PLINTH LVL.= +4.727 M H.F.L.= +2.85

LEVEL

ST-02

M REQUIRED PLINTH

= +3.85 M FLOOD GATE:

FLOODGATES PROVISION REQUIRED BECAUSE PLINTH LEVEL IS HIGHER THAN HIGH FLOOD LEVEL.

F20 F29 F31

F.F.L. ROAD LVL. 150 900 + 9.127 M B.O.S. MUMTY LVL. 10 TEXTURE PAINT ELEVATION 1 1000 +9.127 M B.O.S. MUMTY LVL. 150 900 + 3.827 M F.F.L. PAVEMENT LVL. + 4.727

F.F.L. PLINTH LVL. + 3.677 M F.F.L. ROAD LVL. 4400 TEXTURE PAINT ELEVATION 4 +9.127 M B.O.S. MUMTY LVL. 150 900 + 3.827 M F.F.L. PAVEMENT LVL. + 4.727 M F.F.L. PLINTH LVL. + 3.677 M F.F.L. ROAD LVL. 4400 D4B TEXTURE PAINT ELEVATION 2 2400 ROOF LEVEL PLAN 1800-002 A 1800-002 B 1800-002 B UP 1800-002 A 10 SLOPE KHURRA

500 230 230 450 KHURRA DETAIL

22.10.2022 1:400 BANDRA (BKC) METRO STATION ST-30 STAIRCASE PLANS ANUBHAB D A0 UGC05-ARP-SBA-1800-47 MUMBAI METRO LINE 3 (COLABA-BANDRA-SEEPZ) CONTRACT UGC-05 Detailed Design Consultant : (DDC, ARCHITECTURAL, MEP Scale Designed : Checked Drawn Approved : Date Drawing Title Drawing No. Rev. Drg. Status Contractor Project Title : OMIKRON KAPPA PSP - INDUS CONSULTRANS JV A JOINT VENTURE OF OMIKRON KAPPA CONSULTING S. A (GREECE), PSP CONSULTING ENGINEERS GMBH (GERMANY) & INDUS CONSULTRANS PVT. LTD. (INDIA) ARCHITECTURAL DESIGN FOUNTAINHEAD MEP DESIGN – INTERCONTINENTAL CONSULTANTS & TECHNOCRATS PVT LTD. DESIGN AND CONSTRUCTION OF UNDERGROUND STATIONS AT DHARAVI, B.K.C., VIDYANAGRI AND SANTACRUZ & MID VENTILATION SHAFT AT AGREEPADA HUTMENT AND ASSOCIATED TUNNELS Rev.DateDrawn Description Designed Checked Approved P-Preliminary, D-Definitive, C-Construction Reference, W-Working Drawing, B-As Built A1 CAD File Name :UGC05-ARP-SBA-1800-047-A0.DWG MUMBAI METRO RAIL CORPORATION LTD. NaMTTRI Building, Plot No. R-13, 'E'- Block, Bandra Kurla Complex, Bandra (East), Mumbai 400051. NOTIFICATION General Consultant (GC) : A Objection. A complete resubmission is required. B No Objection with comments. C Notice of No objection. Assessor Discipline Leader Engineer As noted in the DSR No. _________________ dated ________ REFERENCE DRAWINGS A B C JKIL-CRTG JV DDC Interdisciplinary Coordination Sign off Mep : Structure DEFINITIVE DESIGN ELEVATION 1 ELEVATION 2 ELEVATION 3 ELEVATION 4 +3.23M PAVEMENT LEVEL +3.08M ROAD LEVEL +4.13M PLINTH LEVEL -1.21M COVER T.O.S LEVEL L7 L7 D4b 1 5 6 8 9 14 16 17 21 24 25 30 32 2145 2095 1696 2145 SPACE FOR PRESSURIZATION FAN 3000 2000 ST-30 4890 3200 3000 3600 1500 1500 1500 1500 1500 5500 41 4289 151 450 1800 150 MM THK FLOORING 150 MM THK FLOORING PAVEMENT LEVEL +3.08M ROAD LEVEL +4.13M PLINTH LEVEL -1.21M COVER T.O.S LEVEL +3.23M 2145 2145 ST-30 5777 4580 2145 2400 A B 1 5 6 8 9 13 14 17 21 22 24 29 30 32 1600 1500 1600 1650 1600 4890 4450 4289 150 450 150 MM THK FLOORING 150 MM THK FLOORING CUTOUT FOR INDICATOR AS PER VENDOR SS ARCHITRAVE AS PER VENDOR GLASS CANOPY +8.38M B.O.S +3.23M +4.13M PAVEMENT LEVEL PLINTH LEVEL +3.08M ROAD LEVEL R R 1005 1005 600 600 600 600 600 600 600 600 30 1000 300 300 2100 L7 2400 300 350 300 300 VENTILATION CUTOUT (3850MM FROM F.F.L OF PLINTH LVL) 3850 900 RAMP +3.23M +4.13M PAVEMENT LEVEL PLINTH LEVEL +3.08M ROAD LEVEL +8.38M B.O.S 600 600 600 600 600 600 60030 600 R R 1200 1200 R R 1200 1200 R +3.23M +4.13M PAVEMENT LEVEL PLINTH LEVEL +3.08M ROAD LEVEL +8.38M B.O.S 600 600 600 600 600 60030 R 1200 1200 1200 1200 R 600 RAMP 600 +3.23M +4.13M PAVEMENT LEVEL PLINTH LEVEL +3.08M ROAD LEVEL +8.38M B.O.S 30 600 600 600 600 600 600 600 600 R R 1200 1200 1200 1200 DRY CLADDING WITH 30 MM THICK POLISHED GRANITE STONE (COLOR 1)

18.09.17 1:50 SANYA GULERIA D UGC05-ARP-SBA-1900-061 A6 BANDRA (BKC) METRO STATION E12 : LIFT (L8) - PLANS, SECTIONS AND ELEVATIONS KEY PLAN SCALE 1:2000 LIFT (L8) MUMBAI METRO LINE 3 (COLABA-BANDRA-SEEPZ) CONTRACT UGC-05 Detailed Design Consultant (DDC, ARCHITECTURAL, MEP) Scale Designed : Checked Drawn Approved : Date Drawing Title : Drawing No. : Rev. Drg. Status Contractor : Project Title OMIKRON KAPPA PSP INDUS CONSULTRANS JV A JOINT VENTURE OF OMIKRON KAPPA CONSULTING S. A (GREECE), PSP CONSULTING ENGINEERS GMBH (GERMANY) & INDUS CONSULTRANS PVT. LTD. (INDIA) ARCHITECTURAL DESIGN FOUNTAINHEAD MEP DESIGN – INTERCONTINENTAL CONSULTANTS & TECHNOCRATS PVT LTD. DESIGN AND CONSTRUCTION OF UNDERGROUND STATIONS AT DHARAVI, B.K.C., VIDYANAGRI AND SANTACRUZ & MID VENTILATION SHAFT AT AGREEPADA HUTMENT AND ASSOCIATED TUNNELS Rev.DateDrawn Description Designed Checked Approved P-Preliminary, D-Definitive, C-Construction Reference, W-Working Drawing, B-As Built A1 CAD File Name :UGC05-ARP-SBA-1900-061-L8 - A6.DWG MUMBAI METRO RAIL CORPORATION LTD. NaMTTRI Building, Plot No. R-13, 'E'- Block, Bandra Kurla Complex, Bandra (East), Mumbai 400051. NOTIFICATION General Consultant (GC) A Objection. A complete resubmission is required. B No Objection with comments. C Notice of No objection. Assessor Discipline Leader Engineer As noted in the DSR No. _________________ dated ________ REFERENCE DRAWINGS A B C JKIL-CRTG JV DDC Interdisciplinary Coordination Sign off Mep : Structure : DEFINITIVE DESIGN 1.UGC05-ARP-SBA-1000-001 STREET LEVEL PLAN 2.UGC05-ARP-SBA-1100-001 COVER LEVEL PLAN 3.UGC05-ARP-SBA-1300-001 CONCOURSE LEVEL PLAN 4. UGC05-ARP-SBA-1600-001 LONG SECTION AA 1165 R 1005 1005 750 300 300 3850 300 600 600 600 600 600 600 600 600 600 30 FFL-TOP LANDING HEAD ROOM TOP CUTOUT FOR INDICATOR AS PER VENDOR SS ARCHITRAVE AS PER VENDOR DRY CLADDING WITH 30MM THICK POLISHED GRANITE COLOR-1 GLASS CANOPY +9.35M B.O.S +4.05M ROAD LEVEL +4.20M PAVEMENT LEVEL +5.10M PLINTH LEVEL D8 VENTILATION CUTOUT (3850MM FROM F.F.L OF PLINTH LVL) 200 3100 1000 300 300 2100 L8 2400 300 350 CONTROL PANEL 900 RAILING ELEVATION 1 BKC STATION CH:20912 ON HOLD ON HOLD +4.20M +5.10M PAVEMENT LEVEL PLINTH LEVEL +4.05M ROAD LEVEL +9.35M B.O.S +4.81M FIRST LANDING RAMP 210 1200 500 300 400 210 30 600 600 600 600 600 600 600 600 ELEVATION 2 +4.20M +5.10M PAVEMENT LEVEL PLINTH LEVEL +4.05M ROAD LEVEL +9.35M B.O.S TEXTURE PAINT ELEVATION 3 +4.20M +5.10M PAVEMENT LEVEL PLINTH LEVEL +4.05M ROAD LEVEL +9.35M B.O.S TEXTURE PAINT +4.81M FIRST LANDING RAMP ELEVATION 4

FINISHING SCHEDULE

MUMBAI METRO LINE 3 (COLABA-BANDRA-SEEPZ) CONTRACT UGC-05 Detailed Design Consultant : (DDC, ARCHITECTURAL, MEP Scale Designed : Checked Drawn Approved : Date Drawing Title Drawing No. Rev. Drg. Status Contractor Project Title : OMIKRON KAPPA PSP - INDUS CONSULTRANS JV A JOINT VENTURE OF OMIKRON KAPPA CONSULTING S. A (GREECE), PSP CONSULTING ENGINEERS GMBH (GERMANY) & INDUS CONSULTRANS PVT. LTD. (INDIA) ARCHITECTURAL DESIGN FOUNTAINHEAD MEP DESIGN – INTERCONTINENTAL CONSULTANTS & TECHNOCRATS PVT LTD. DESIGN AND CONSTRUCTION OF UNDERGROUND STATIONS AT DHARAVI, B.K.C., VIDYANAGRI AND SANTACRUZ & MID VENTILATION SHAFT AT AGREEPADA HUTMENT AND ASSOCIATED TUNNELS Rev.DateDrawn Description Designed Checked Approved P-Preliminary, D-Definitive, C-Construction Reference, W-Working Drawing, B-As Built A1 CAD File Name :UGC05-ARP-SBA-6200-011-A0.DWG MUMBAI METRO RAIL CORPORATION LTD. NaMTTRI Building, Plot No. R-13, 'E'- Block, Bandra Kurla Complex, Bandra (East), Mumbai 400051. NOTIFICATION General Consultant (GC) : A Objection. A complete resubmission is required. B No Objection with comments. C Notice of No objection. Assessor Discipline Leader Engineer As noted in the DSR No. _________________ dated ________ REFERENCE DRAWINGS A B C JKIL-CRTG JV DDC Interdisciplinary Coordination Sign off Mep : Structure 1:100 KANDARP 05.03.2021 UGC05-ARP-SBA-6200-011 COVER LEVEL RCP PLAN KEYPLAN SCALE 1:2000 E-02 D A0 BANDRA (BKC) METRO STATION VOL 3A (ABOVE GROUND) ENTRY STRUCTURE RCP E02: (ESC01 & ST-01) FINISHES (3 OF 3 SHEET) DEFINITIVE DESIGN ROAD LEVEL RCP PLAN 1.UGC05-ARP-SBA-1000-001 STREET LEVEL PLAN 2.UGC05-ARP-SBA-1100-001 COVER LEVEL PLAN 3.UGC05-ARP-SBA-1300-001CONCOURSE LEVEL PLAN 4. UGCO5-ARP-SBA-1700-002E02: (ESC01 & ST-01) DETAIL 5. UGC05-GCC-SBA-ARP-2020- BIM MODEL(ARCHITECTURE & STRUCTURE) PI-01-R02(06082022) 6. UGC05-MEP-SBA-6111-001-A8 SEM ALL LEVELS 7. UGCO5-ARP-SBA-3000-002 DOOR DETAIL 6 ROOF PROFILE BOUNDARY WALL ESC-01A A A 6200-001 6200-001 PAVEMENT LEVEL +4.74M. +3.686M. RCC WALL BELOW PLINTH LEVEL 7 1 7 C 6200-001 BAFFLE CEILING (50MM THICK BAFFLE @ 200MM C/C) 3970 150 1000 2000 42 6 7 COVER LEVEL -1.56M. C25 METAL STRIP CEILING 300X1500(BOTTOM OF CEILING:3000 MM FROM FFL ) 8310 4775 300

Area Code Ceiling location E2 ROAD LEVEL ENTRY STRUCTURE METAL BAFFLE CEILING METAL STRIP CEILING Ceiling Finishes COVER LEVEL ENTRY STRUCTURE

1:100 KANDARP 05.03.2021 D A0 UGC05-ARP-SBA-6200-012 KEY PLAN SCALE-1:2000 BANDRA (BKC) METRO STATION VOL 3A (ABOVE GROUND) ENTRY STRUCTURE RCP E04: (ESC02 & ST-03) FINISHES (1 OF 2 SHEET) MUMBAI METRO LINE 3 (COLABA-BANDRA-SEEPZ) CONTRACT UGC-05 Detailed Design Consultant : (DDC, ARCHITECTURAL, MEP Scale Designed : Checked Drawn Approved : Date Drawing Title Drawing No. Rev. Drg. Status Contractor Project Title : OMIKRON KAPPA PSP - INDUS CONSULTRANS JV A JOINT VENTURE OF OMIKRON KAPPA CONSULTING S. A (GREECE), PSP CONSULTING ENGINEERS GMBH (GERMANY) & INDUS CONSULTRANS PVT. LTD. (INDIA) ARCHITECTURAL DESIGN FOUNTAINHEAD MEP DESIGN – INTERCONTINENTAL CONSULTANTS & TECHNOCRATS PVT LTD. DESIGN AND CONSTRUCTION OF UNDERGROUND STATIONS AT DHARAVI, B.K.C., VIDYANAGRI AND SANTACRUZ & MID VENTILATION SHAFT AT AGREEPADA HUTMENT AND ASSOCIATED TUNNELS Rev.DateDrawn Description Designed Checked Approved P-Preliminary, D-Definitive, C-Construction Reference, W-Working Drawing, B-As Built A1 CAD File Name : UGC05-ARP-SBA-6200-003(E4).DWG MUMBAI METRO RAIL CORPORATION LTD. NaMTTRI Building, Plot No. R-13, 'E'- Block, Bandra Kurla Complex, Bandra (East), Mumbai 400051. NOTIFICATION General Consultant (GC) : A Objection. A complete resubmission is required. B No Objection with comments. C Notice of No objection. Assessor Discipline Leader Engineer As noted in the DSR No. _________________ dated ________ REFERENCE DRAWINGS A B C JKIL-CRTG JV DDC Interdisciplinary Coordination Sign off Mep : Structure DEFINITIVE DESIGN ROAD LEVEL RCP PLAN E-4 1.UGC05-ARP-SBA-1000-001STREET LEVEL PLAN 2.UGC05-ARP-SBA-1100-001COVER LEVEL PLAN 3.UGC05-ARP-SBA-1300-001 CONCOURSE LEVEL PLAN 4. UGCO5-ARP-SBA-6200-006E04: (ESC01 & ST-01) DETAIL 5. UGC05-GCC-SBA-ARP-2020- BIM MODEL(ARCHITECTURE & STRUCTURE) PI-01-R02(06082022) 6. UGC05-MEP-SBA-6111-001-A8 SEM ALL LEVELS 7. UGCO5-ARP-SBA-3000-002 DOOR DETAIL COVER LEVEL RCP PLAN FINISHING SCHEDULE Area Code Ceiling location E2 ROAD LEVEL ENTRY STRUCTURE METAL BAFFLE CEILING METAL STRIP CEILING Ceiling Finishes COVER LEVEL ENTRY STRUCTURE 01 06 ROLLING SHUTTER UP WIDTH 1800 MM TREAD - 300 MM RISER -150 MM ST-03A ES-02A 200 MM WIDE CHANNEL DRAIN PAVEMENT LVL. +3.841 M PLINTH LVL. +4.740M ROAD LVL. +3.691 M PF07 A +5.052M PLINTH LEVEL L5 6200-003 A 6200-003 1 6200-003 A C 6200-003 C 6200-003 BOUNDARY WALL 6 RISERS @ 150 MM FALL PROTECTION RAILING D8 RS2 GL2 UP GL1 150 MM Ø RWP 100 MM Ø RWP 100 MM Ø RWP PLINTH LVL. +4.741M UP GLASS CANOPY ABOVE F20- HONED GRANITE SINGLE PIECE FOR TREADS F29- POLISHED GRANITE SINGLE PIECE FOR RISER F31- HONED GRANITE FOR LANDING ST-03A 6200-003 B 6200-003 B D 6200-003 D 6200-003 BAFFLE CEILING 50X150MM @ 150MM 3910 150 150 13 14 12 UP TO GROUND UP TO GROUND DN TO CONC. L5 A 01 14 42 29 D8 6200-003 A 6200-004 B C 6200-003 C 6200-003 D 6200-004 D 6200-004 C25 METAL STRIP CEILING 300X1500(BOTTOM OF CEILING:3000 MM FROM FFL ) 1500 1590 1500 1500 1500 1500 1500 1590 2700 125 4250 18 N BKC STATION CH:20912 10 11 12 13 14 15 17 18 19 20 22 24 26 27 28 29 30 31 32 33 35 36 37 38 39 40 41 42 44 45 23

LIFT SCHEDULE

DRAWN BY DATE FILE NAME DRAWING SCALE DRG STATUS DRAWING NO. REV CHECKED BY REVIEWED BY ABBREVIATION & LEGEND A1 SIZE PROJECT DIRECTOR DATE DATE DATE SIGN : SIGN PROJECT EMPLOYER GENERAL CONSULTANTS OTHER DEPARTMENT CLEARANCE: CHECKED BY CHECKED BY CONTRACTOR : CONTRACTOR'S CONSULTANT NAME NAME NAME SIGN NAME DESIGNATION NAME DESIGNATION SIGN CR NAME SIGN GC SIGN NAME CR NAME SIGN GC SIGN NAME SIGN CRD C-9/9148, Vasant Kunj, New Delhi-110070 Email: office@studiofountainhead.com,2sushreemathur@gmail.com Mumbai CEG Metro SYSTRA-CEG-SMCIPL CONSORTIUM M/s.Systra-CEG-SMCIPL NOTES:

FRONT WALL,

HEIGHT, LOAD

CONSTRUCTION SHALL BE COORDINATED WITH L&E CONTRACTOR ONCE HE IS ON BOARD.

LINTEL

HOOKS

SPRINKLER

WILL BE PROVIDED AT THE PITS OF LIFTS AND ESCALATORS.

CUTOUTS

TO BE CONSTRUCTED

LIFT CONTRACTOR IS ON BOARD.

3. LIFTS FRONT WALL

ONCE

LIFTS/ESCALATOR LOAD HOOKS TO BE FINALISED ONCE LIFT AND ESCALATOR CONTRACTOR IS ON BOARD.

LIFTING ARRANGEMENT AND CUT OUTS WILL BE PROVIDED

LIFTS

ESCALATOR

PER VENDOR.

FOR

AND

LIFT HOOKS INFORMATION WILL BE PROVIDED AS PER VENDOR. ABBREVATIONSF.F.L.- FINISH FLOOR LEVEL T.O.S.- TOP OF SLAB B.O.S - BOTTOM OF SLAB L1 L2 2150 2550 2550 625 625 1300 625 1300 625 +12.35 M PLINTH LVL. +11.75 M PAVEMENT LVL. 1200 2550 2505 5600 2000 2800 7200 SLOPE 1575 B B A A 1 2 3 4 1550 RS 735 715 20 897 2550 2050 2550 20 897 1300 300 950 300 1300 300 625 300 625 625 625 625 625 2150 2550 2550 20 897 2050 2550 2550 1200 2250 20 897 2550 2550 2150 625 625 625 625 300 300 950 300 1300 1300 300 625 625 20 897 L8 L8 L8 L8 50 MM THK. FLOOR FINISHING STUCTURAL GLAZING VENTILATION CUTOUT (3850MM FROM F.F.L OF PLINTH LVL) +12.35M PLINTH LVL DRY CLADDING WITH 30MM THICK POLISHED GRANITE COLOR-1 +2.30M BASEMENT- 2 LVL -1.30M BASEMENT- 3 LVL -7.55M CONCOURSE LVL L8 L8 FALSE CEILING DRY CLADDING WITH 30MM THICK POLISHED GRANITE DRY CLADDING WITH 30MM THICK POLISHED GRANITE SS ARCHITRAVE 150 MM THK. FLOOR FINISHING 150 MM THK. FLOOR FINISHING DRY CLADDING WITH 30MM THICK POLISHED GRANITE 150 MM THK. FLOOR FINISHING SS ARCHITRAVE CUTOUT FOR INDICATOR CUTOUT FOR INDICATOR CUTOUT FOR INDICATOR +11.75M PAVEMENT LVL +17.35M B.O.S LIFT NUMBER FLOOR SERVED TOTAL RISE L1 19000 GROUND TO CONCOURSE LIFT TYPE 2550 X 2150 INTERNAL SHAFT SIZE (W X D) OVERHEAD NORMAL 5000 PIT DEPTH 1700 CLEAR DOOR OPENING HANGING/NON HANGING 1300 NON-HANGING L2 GROUND TO CONCOURSE NORMAL 500017001300 NON-HANGING

2550 X 215019000

AIRPORT COLONY N DRAWN BY DATE FILE NAME DRAWING SCALE DRG STATUS DRAWING NO. REV CHECKED BY REVIEWED BY ABBREVIATION & LEGEND A1 SIZE PROJECT DIRECTOR DATE DATE DATE SIGN : SIGN PROJECT EMPLOYER GENERAL CONSULTANTS OTHER DEPARTMENT CLEARANCE: CHECKED BY CHECKED BY CONTRACTOR CONTRACTOR'S CONSULTANT NAME NAME NAME SIGN NAME DESIGNATION NAME DESIGNATION SIGN CR NAME SIGN GC SIGN NAME CR NAME SIGN GC SIGN NAME SIGN CRD C-9/9148, Vasant Kunj, New Delhi-110070 Email: office@studiofountainhead.com,2sushreemathur@gmail.com Mumbai CEG Metro SYSTRA-CEG-SMCIPL CONSORTIUM M/s.Systra-CEG-SMCIPL NOTES: a) ALL DRAWINGS ARE IN MILLIMETERS. b) ALL LEVELS ARE IN METERS, INDICATING 'FLOOR FINISH LEVEL' (FFL) WHEREVER APPLICABLE. c) GROUND LEVELS WHERE SHOWN ARE INDICATIVE & SHALL BE CONFIRMED AT SITE. d) ALL MINIMUM INTERVAL CLEARANCES ARE MANDATORY. e) ABSOLUTE RAIL LEVEL SHALL BE DERIVED FROM MML3 ALIGNMENT DRAWING. f) STRUCTURAL WALL TO SUIT THE FINAL TRACK ALIGNMENT. g) COLUMN LAYOUT IN SERVICE AREA TO BE COORDINATED & CONFIRMED BASED ON EQUIPMENT LAYOUT PROVIDED BY E&M CONSULTANT & CONTRACTOR. h) INFORMATION ON ACTUAL SIZE OF CUTOUT & OPENINGS TO BE AS PER E&M DRAWING. i) FLOOR FINISH AT PLATFORM LEVEL AND CONCOURSE LEVEL PUBLIC AREA IS 150MM. j) THE PLINTH LEVEL OF ABOVE GROUND STRUCTURES IS AS PER STATION. K) THE TRACK CENTRE IS SHOWN AS PER THE LATEST TRACK ALIGNMENT DRAWING-REFERENCE L) THE VERTICAL HEIGHT OF THE PLATFORM FINISHED LEVEL FROM THE RAIL LEVEL SHOULD BE 1090MM 5MM INCLUDING CONSTRUCTION TOLERANCE. M) THE HORIZONTAL DISTANCE FROM THE CENTRE OF TRACK TO PLATFORM EDGE SHOULD BE 1675MM ± 5MM INCLUDING CONSTRUCTION TOLERANCE. N) SYSTEM WIDE INPUTS WILL BE INCORPORATED AS PER SWC REQUIREMENTS, WHEN ON BOARD. CSIA STATION AIRPORT COLONY LINE-8 (FUTURE STATION) PART -01 SCALE:-1:100 GT MH GT MH 530 2500 500 2500 500 2500 1990 500X200MM CUTOUT FOR 10No. 25kV TRACTION CABLES IL1300MM FROM UNDERCROFT FFL) 500X200MM CUTOUT FOR 33kV POWER SUPPLY CABLES (IL 1300MM FROM UNDERCROFT FFL) 500X200MM CUTOUT FOR 10No. 25kV TRACTION CABLES (IL 1300MM FROM UNDERCROFT FFL) UNDERCROFT LVL -16.250M RAIL LVL -14.890M 01 05 12 RAIL LVL -14.890M RAIL LVL -14.890M OIL INTERCEPTOR DRAIN PIPE COLLECTION PIT (ALIGNED WITH WALL) COLLECTION PIT UPE CUTOUT 1100X1100MM IN CEILING 500X200MM CUTOUT FOR 33kV POWER SUPPLY CABLES IL 1300MM FROM UNDERCROFT FFL) CABLE SHAFT CUTOUT IN CEILING 1075MMX800MM UTILITY SHAFT CUTOUT IN CEILING 1500MMX800MM (ALIGNED WITH WALL) SEWAGE SUMP-01 SIZE=2750x2750x2000 MM LIQUID DEPTH CAP:-15M3 SEWAGE SUMP-02 SIZE=2750x2750MMx2000MM LIQUID DEPTH CAP:-15M3 PLUMBING SHAFT FOR SEEPAGE SUMP RISERS SIZE=1100x1760MM DOUBLESEALMANHOLECOVER SUMPACCESSSIZE=1200x750 SEEPAGE SUMP-03 SIZE=6000X8350X1400 MM LIQUID DEPTH CAP:-70 CUM (2NOS) 150Ø DI (K9) DRAIN PIPE SLOPE-1:100 SEEPAGE SUMP SIZE=1000MMx1000MM 1.0M LIQUID DEPTH PLUMBING SHAFT SIZE-450x350M 4nos. of 2500X500 PULLPIT 5 NOS 160 DIA HDPE PIPE FOR PIPE (FOR E&M,ECS & TVS) 5 NOS 160 DIA HDPE PIPE FOR HT.& CONTROL CABLE 5 NOS 160 DIA HDPE PIPE FOR HT.& CONTROL CABLE 5 NOS 160 DIA HDPE PIPE FOR PIPE (FOR E&M,ECS & TVS) 5 NOS 160 DIA HDPE PIPE FOR PIPE (FOR TELECOM CABLES) 5 NOS 200 DIA HDPE PIPE FOR PIPE (FOR SIGNALLING) 160MMØX9 HDPE PIPES FOR 33kV CABLES S09a S09c S15b S14c S12b U01a U01b U02a 2500 2500 2500 2500 480 500 500 3500X500 PULLPIT 500 545 3540 2500 440 3500 2375 500 500 500 500 7815 890 1000 1400 725 ELECTRICAL SHAFT 2500MMx1440MM 1000 1000 450 800 800 200 345 5 NOS 160 DIA HDPE PIPE FOR PIPE (FOR TELECOM CABLES) 5 NOS 200 DIA HDPE PIPE FOR PIPE (FOR SIGNALLING) S12c S11a PL01 PL02 PL02 300 1000 600 600 3225 2155 750 750 750 750 2100 600 500 2055 4270 600 600 600 750 750 860 750 2680 8350 6000 2155 1470 600 750 300 750 300 750 1200 750 1445 1250 1175 11570 1155 1100 1100 1100 1100 3345 1965 1500 40 1155 480 11560 (ALIGNED WITH WALL) 2590 600 1500 600 600 600 600 600 1155MM X 480MM 1075 1155MM X 480MM 1360 515 935 1115 1645 1 2 22600 32940 B ROOM NAME S.NO. 1 2 ROOM SCHEDULE ROOM SCHEDULE U01a SEWAGE SUMP -01 CUTOUT NUMBER PURPOSE SIZE (MM) CUTOUT SCHEDULE NO OF CUTOUTCUTOUT LOCATION U01b SEWAGE SUMP -02 800X1500 CEILING CEILING 1 CEILING 1 1 S12b 450X350 UTILITY SHAFT 800X1075 PLUMBING SHAFT S14c S15b CABLE SHAFT CEILING CEILING 1 1 S09a S09c UPE 1100X1100 UPE 1100X1100 3 U02a SEEPAGE SUMP -03 FLOOR 3 750X600 PL01 SUMP CUTOUT FLOOR 4 750X750 PL02 SUMP CUTOUT CEILING 1 S11a 2500X1440 ELECTRICAL SHAFT CEILING 1 S12c 1100X1760 PLUMBING SHAFT C D E G F