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PROJECT REPORT Project Guide

Miss Deepti GuptaSenior LecturerSubmitted By

Neha Singh1212200073Rakesh Kumar Gupta1212200083Zeeshan Ahmed1212200126

PLANNING OF DOUBLING OF BROAD GAUGE RAILWAY LINE AT SHIVNAGAR- BANDHUAKALAN (10 KM)

SHRI RAMSWAROOP MEMORIAL COLLEGE OF ENGINEERING & MANAGEMENT

INTRODUCTION

METHODOLOGY

LOCATIONBandhuakalan -Shivnagar Section (12.5 km)

LUCKNOWUTRAITIABAKKASANUPGANJRAHMATNAGARCHANDRAULLITRIVEDIGANJHAIDERGARGHCHAUBISIAKBARGANJSINDHURWANIHALGARHADHINPURMUSAFIRKHANASHIVNAGARBANDHUAKALANSULTANPURHARPALGANJJAUNPURZAFRABAD

PROCESS OF DOUBLING

ENGINEERING CUM TRAFFIC SURVEYTRAFFIC SURVEY DETAILSTimings of the train (Hourly basis)No. of trains passingSHIVNAGARNo. of trains passingBANDHUAKALANBEFOREAFTERBEFOREAFTER03:00-04:00 0 0 0005:00-06:00 0 2 0206:00-07:00 1 1 2207:00-08:00 1 1 0008:00-09:00 1 41510:00-11:00 0 0 0011:00-12:00 0 0 0212:00-13:00 1 1 0013:00-14:00 0 20314:00-15:00 0 20115:00-16:00 0 2 0116:00-17:00 0 2 0117:00-18:00 0 0 0218:00-19:00 0 3 0019:00-20:00 2 2 2220:00-21:00 0 0 0021:00-22:00 1 1 1123:00-00:00 0 0 00TOTAL 723622

SPECIFICATION OF WORK

SPECIFICATION OF WORK

EARTHWORK AND FORMATION

17

CROSS SECTION PROFILE

QUANTITY ESTIMATEBLANKETING MATERIALSOIL1.4 m0.6 m5.3 mExisting trackProposed double lineSubgrade = 74200 Cubic MeterBlanketing Material = 10600 Cubic MeterBallast = 2800 Cubic MeterSleeper =16600 Nos.

BRIDGES

LEVEL CROSSINGS

LIST OF LEVEL CROSSINGSSN Level X-ing No. Manned / Unmanned Interlocked/Non interlocked Remark 1 82/C Manned Interlocked Traffic 2 83/C Manned Interlocked Traffic 3 84/C Manned Non-interlocked Engineering 4 85/C Manned Non-interlocked Engineering 5 86/C Manned Non-interlocked Engineering 6 87/C Un- Manned Non-interlocked Engineering 7 88/C Un- Manned Non-interlocked Engineering 8 89/C Un- Manned Non-interlocked Engineering 9 90/C Manned Non-interlocked Engineering11 91/C Un- Manned Non-interlocked Engineering 12 92/C Un- Manned Non-interlocked Engineering13 93/C Un- Manned Non-interlocked Engineering 14 94/B Manned Interlocked Traffic 15 95/B Manned Interlocked Traffic

TEST ON AGGREGATESTONE AGGREGATE TESTSN Sample No. Abrasion value Impact value Water absorption 1 1 16.68% 13.75% 0.296% 2 2 15.90% 13.79% 0.347% 3. AVERAGE 16.29% 13.77% 0.321% 4. MAXIMUM PERMISSIBLE VALUE 30% 20% 1% 5. WITHIN PERMISSIBLE LIMITSOR NOT? YES YESYES

TEST ON SOILTEST ON BURROW SOILSN Location of Subgrade sample LL PL Dispersive nature 1 SHIVNAGAR 22.10 6.55 NO 2 BANDHUAKALAN 22.29 6.70 NO

PLATE LAYING OR TRACK LINKINGTELESCOPIC METHOD

OPENING FOR GOODS TRAFFIC AND BALLASTING

CONCLUSION

FUTURE SCOPE

ADVANTAGE

Railway is a unique integrator of India. We must restore the strength of Indian railways as the back bone of India.- Mr. Suresh Prabhu Railway Minister of IndiaThanks