SOUTH EASTERN RAILWAY DAMODAR VALLEY CORPORATION TO ASANSOL TO PURULIA ( A GOVT. OF INDIA ENTERPRISE )

Transcription

1 TO PURULI TO SNSOL TO PURULI TO SNSOL SOUTH ESTERN RILWY DMODR VLLEY ORPORTION ( GOVT. OF INDI ENTERPRISE ) Ôãñ ãì ÈãƒâØã ãšñ ãäêã Ôãã½ãã ¾ã ̾ãÌãÔ ãã E S.E. RLY./GR. ÌããäÀÓŸ ½ã쌾ã ããä¼ã¾ãâ ãã (Ôãñ ãì) DY.E. (R.) S.E. RLY./GR. ãšã¾ãã¹ããêã ãš ããä¼ã¾ãâ ãã (Ôãñ ãì) XEN (R.) S.E. RLY./GR. (Ôã½ã Ìã¾ã ãš) ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ãšñ. ããè.¹ããè. Sr. DEN (o-ord) S.E. RLY./KGP. (¹ããäÍÞã½ã) ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ãšñ. ããè. ¹ããè. Sr. DEN (WEST) S.E. RLY./KGP. ¹ããè. ¹ããÊã ½ãÖã¹ãƺãâ ã ãš/ ¹ããè P. Pal GM (P) ¹ããè. ãšñ. ªãÔ㠹㠽ãÖã¹ãƺãâ ã ãš/ãäôã P.K. Das DY. G.M ( ) ã. ÊãããäÖ ãè ¹ãƺãâ ã ãš/ãäôã ( ãè Ìãâ Ôã) N. LHIRI MNGER / (D & S) ¹ãƺãâ ã ãš/ ãäôã Àムáôã/ ãšãñêã ãšã ãã ãàã ããâþãã Øã¾ãã HEKED y R. NERJEE MNGER IVIL Drawn y.

2 .L. OF TRK.L. OF RIDGE RIL LEVEL m. FORMTION LEVEL m. RIL LEVEL m. FORMTION LEVEL m. ERTH RETINER a2 bars 2160 SLOPE 2H : 1V FREE ORD H.F.L = m. LERNE 103 ED LEVEL m TH. P... WERING OURSE (M-25) SLOPE 2H : 1V :1 ED LEVEL m x 400 HUNH REPET SME S ON OTHER SIDE OF OX M-35 'h1' bars OPENING OF ULVERT 150 mm. TH. P... SE OURSE (M-25) mm.th. STONE PITHING mm. Thk. SOIL TO E EXVTED & FILLED K WITH SELETED MTERIL WELL OMPTED SETIONL ELEVTION T X-Y SLE 1: mm.th. STONE PITHING mm. Thk. W.. M TH. P... SE OURSE (M-25) mm. Thk. SOIL TO E EXVTED & FILLED K WITH SELETED MTERIL WELL OMPTED SETION LONG THE TRK SLE 1: mm. TH. P... WERING OURSE (M-25) d bars M-35 'h2' bars c bars 0.m. SND FILLING 150 mm. TH. P... SE OURSE (M-25) TYP.DETILS T & SLE 1:50 GENERL NOTES X DROP WLL TH. STONE PITHING SLOPE NOT STEEPER THN 1 : 1 f2 bars D/S TH. WELL HND PKED OULDERS a1 bars 20 mm. GP f1 bars e bars 'h3' bars g3 shear links 3948 a2 bars 4000 TO JOY HNDIPHR STN. PLNT TOP PLN SLE 1: 4 g1 shear links.l. OF RIDGE 'h1' bars d bars mm. GP e bars 4000 Haunch 400 x 400 a1 bars f1 bars f2 bars TH. WELL HND PKED OULDERS 'h3' bars g3 shear links a1 bars TH. STONE PITHING Y U/S URTIN WLL SLOPE NOT STEEPER THN 1 : 1 16 / 10 / 12 / 10 / 12 / OPING.. (M-20) ED LEVEL 10 / 10 / OTH WY DETILS OF R... RETURN WLL 16 / SLE 1:50..(M-25) OPING TH. WELL HND PKED OULDERS 0 16 / ED LEVEL 10 / 10 / OTHWY 2530 DETILS OF R... WING WLL SETION - SLE 1:50 ERTH SLOPE 2H : 1V 10 / SETION T - mm. WELL PKED OULDER mm. Thk. SOIL TO E EXVTED & FILLED K WITH WELL OMPTED SND ERTH SLOPE 2H : 1V 16 / VRYING 4290 TO 16 / 150 mm. TH. P... (M-25) SE OURSE mm. SOIL TO E EXVTED & FILLED K WITH WELL OMPTED SND K FILL MTERIL (GW,GP,SW) GROUP SLOPE S ONVENIENT FROM ONSTRUTION P... M-25 POINT OF VIEW UT NOT STEEPER THN 1:1 16 / c d R ENDING SHEDULE OF OX MRK a1 a2 b e f1 f2 g1 g2 g3 h1 h2 h3 DI & SPING OF RS(m.m.) 12 / / 20 / 12 / 10 along 10 along 10 along 10 / 10 / 10 / LODING TLE SHOWING RIDGE DETILS H.F.L. = LERNE FREEORD GR. OF ON. DISHRGE ENDING OF R m. 103 mm.( DEQUTE) 2752 mm. ( DEQUTE) M-35 (R...), M-25 (P...) 3 m / Sec m.very dense, yellow, silty medium to fine sans with gravels / ompletely weathered rock. (Residual soil.) m 6.00m. 3.0 m.highly weathered yellowish grey fine to medium grained sand stone R.L m. 9.00m. SM ORE-LOG DETILS SLE 1: REMRKS 2. LEVELS RE IN METRES. 3. LL DIMENSIONS ND LEVELS SHOULD E VERIFIED & REONILED EFORE EXEUTION. 4. LODING STNDRD I.R.S. 25 TONNE LODING OF FOR ONRETE, SPEIFITION REFER I.S & I.R.S. ON. RIDGE ODE. 6. DESIGN RITERI :- i) I.R.S. RIDGE RULES. ii) I.R.S. ONRETE RIDGE ODE. iii) I.R.S. RIDGE SU-STRUTURE & FOUNDTION ODE. 7. REINFOREMENT SHLL E HYSD R OF GRDE Fe 500 ONFORMING TO IS: ND LL R SURFE OMING IN ONTT WITH SOIL SHOULD E PINTED WITH ITUMEN OR OLTR OF PPROVED KG/SQM. 8. ONRETE GRDE :- i) R... OX...M-35 (DESIGN MIX.) ii) LL R... WORK...M-35 (DISIGN MIX) iii) LL P... WORK...M-25 (NOMINL MIX) 9. MX. SIZE OF GGREGTE TO E USED IS 20 mm. 10. EXPOSURE ONDITION IS MODERTE REF..L. NO OF I.R.S. ONRETE RIDGE ODE. 11. LER OVER OF 50 mm. 12. LPPING OF RS SHOULD E MINIMISED & LL STGGERED WHEREVER NEESSRY MINIMUM LENGTH OF LP SHLL E S GIVEN IN IRS ONRETE ODE 50 FOR TOR STEEL, THE NUMER & LOTION OF LP IS TO E DEIDED T SITE. 13. WEEP HOLES TO E PROVIDED IN RETURN WLLS Y USING /75 mm. DI PV 0 / VERT. & 0 mm./ HOR. IN STGGERED OTHWY. OF R. 15. mm. WELL HND PKED OULDERS K FILLING TO E PROVIDED ESIDE THE OX ND RETURN WLLS S PER.L 7.5 OF I.R.S RIDGE SUSTRUTURE & FOUNDTION ODE. 17. ENGINEER-IN-HRGE T SITE SHOULD STISFY HIMSELF WITH S... OF SOIL. 18. ED SLOPE SHLL E DJUSTED S PER SITE ONDITIONS Y OMPETENT UTHORITY IT SHOULD E KEPT MINIMUM 1 IN. 19. DEPTH OF FOUNDTION SHOWN TENTTIVELY. HOWEVER, THIS MY VRY TO SUIT SITE ONDITION & TO E DEIDED Y THE ENGINEER-IN-HRGE. 20. DRWING ND DESIGN SED ON SOIL TEST REPORT. 21. DESIGN MX. ERING PRESSURE T FOUNDTION LEVEL = t/m sq. 22. SEPRTE WTERWY LULTION RE NOT PROVIDED S IT IS LNING ULVERT. 23. FOR LIGNMENT PLN REFER DRG. No. RITES/KOL./DV/RTPS - SHEET No.- OF E'S DRG. No TOLERNES FOR FINISHED ONRETE RIDGE STRUTURE SHOULD NOT EXEED THE LIMIT S GIVEN IN LUSE 6.5 OF ONRETE RIDGE ODE. DMODR VLLEY ORPORTION ÔãËãÖ ãšãà ãšã ãã½ã :- ÀムÔãá ãäêããä½ã ñ ( GOVT. OF INDI ENTERPRISE ) DETILS OF RIDGE DETILS :- R. No. 1, T Km. (-) 0/311, OF 1 x 4.0m. x 4.0m. OX ULVERT. c bars 'h2' bars g2 shear links R... DETILS OF OX SETION T - SLE 1:25 DROP WLL / URTIN WLL SLE 1:50 FOR TENDER PURPOSE ÌããäÀÓŸ ½ã쌾ã ããä¼ã¾ãâ ãã (Ôãñ ãì) ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ããè. ããà. Ôããè. ãšã¾ãã¹ããêã ãš ããä¼ã¾ãâ ãã (Ôãñ ãì) (Ôã½ã Ìã¾ã ãš)ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ãšñ. ããè.¹ããè. (¹ããäÍÞã½ã)ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ãšñ. ããè. ¹ããè. ¹ããè. ¹ããÊã ½ãÖã¹ãƺãâ ã ãš/ ¹ããè ¹ããè. ãšñ. ªãÔ㠹㠽ãÖã¹ãƺãâ ã ãš/ãäôã ã. ÊãããäÖ ãè ¹ãƺãâ ã ãš/ãäôã ( ãè Ìãâ ½ã. ½ã. Ôãñ ã ÔãÊããÖ ãšãà Ôã) (ãä ãムã) P. Pal P.K. Das N. LHIRI M.M. Sen GM (P) DY. G.M ( ) MNGER / (D & S) onsultant (Design). ã ªãè ¹ãƺãâ ã ãš/ ãäôã Àムáôã/ ãšãñêã ãšã ãã ãàã ããâþãã Øã¾ãã hecked y. Nandi (Mgr/) ãää¹ã. ãäôã Öã Àã¾ã( ãšõ ÔãâÞããÊã ãš) Drawn y P. Sinha Roy (D Operator)

3 .L. OF EXT. TRK.L. OF RIDGE EXT. RIL LEVEL m. EXT. FORMTION LEVEL m. LERNE FREE ORD EXISTING RIDGE mm.thk. STONE PITHING 250 SLOPE 2:1 H.F.L = m. ED LEVEL m mm. TH. P... SE OURSE (M-25) THIS PORTION IS DEMOLISHED T THE TIME OF ONSTRUTION mm. Thk. SOIL TO E EXVTED & FILLED K WITH SELETED MTERIL WELL OMPTED SETIONL ELEVTION T X-Y SLE 1:.L. OF TRK TH. P... WERING OURSE (M-25) SLOPE 2H : 1V RIL LEVEL m. FORMTION LEVEL m. 2.5:1 ED LEVEL m TH. P... SE OURSE (M-25) 347 x HUNH REPET SME S ON OTHER SIDE OF OX SETION LONG THE TRK SLE 1: EXT. RIL LEVEL m. EXT. FORMTION LEVEL m. Haunch x EXT.ED LEVEL 150 TH. 0 W.. (M-25) 150 mm. Thk. W.. M ROSS SETION OF mm. Thk. SOIL TO E EXVTED & FILLED K EXISTING RIDGE WITH SELETED MTERIL WELL OMPTED SETION T P-P 1397 SLE 1: ERTH RETINER a2 bars M-35 'h1' bars OPENING OF ULVERT 150 mm. Thk. P... WERING OURSE (M-25) d bars M-35 'h2' bars c bars mm. SND FILLING 150 mm. Thk. P... SE OURSE (M-25) TYP.DETILS T & SLE 1:50 20 mm. TH. LEN JOINTS RE TO E FILLED UP WITH SUITLE MTERIL..L. OF EXT. TRK X SLOPE NOT STEEPER THN 1 : 1 EXISTING RIDGE TH. WEL HND PKED OULDERS 'a1' bars FILLED UP WITH SUITLE MTERIL. 20 mm. THK. LEN JOINTS RE TO E 'f1' bars 'e' bars 'h3' bars f2 bars 'a2' bars 'g3' shear links mm. GP 20 mm. GP PROP. EXTN 'b' bars 'g1' shear links Haunch x 'c' bars 'h1' bars 'h2' bars TO JOY HNDIPHR STN. 'd' bars 'f1' bars 'a1' bars 'h3' bars g3 shear links 'e' bars 'f2' bars g2 shear links DETILS OF R... OX SETION T - SLE 1: PLNT.L. OF RIDGE TOP PLN SLE 1: FOR TENDER PURPOSE.L. OF PROP. TRK 20 mm. GP 694 TH. WEL HND PKED OULDERS UP/S TH. STONE PITHING Y SLOPE NOT STEEPER THN 1 : 1 URTIN WLL P... M-25 DETILS OF DROP WLL / URTIN WLL SLE 1:50 10 / OPING.. (M-20) ED LEVEL 10 / 12 / 10 / OTH WY 12 / TH. WELL HND PKED OULDERS..(M-25) OPING 10 / R.L m m Very dense, reddish brown silty medium to fine sand SM with gravels. 1.35m. ERTH SLOPE 2H : 1V 10 / 12 / ED LEVEL 10 / OTHWY ORE-LOG DETILS SLE 1: mm. WELL PKED OULDER DETILS OF R... RETURN WLL SETION T '-' SLE 1: mm. Thk. SOIL TO E EXVTED & FILLED K WITH WEL OMPTED SND VRYING 2190 TO SLOPE S ONVENIENT FROM ONSTRUTION POINT OF VIEW UT NOT STEEPER THN 1:1 12 / 150 mm. Thk. P... (M-25) SE OURSE DETILS OF R... WING WLL SETION - SLE 1:50 ERTH SLOPE 2H : 1V mm. Thk. SOIL TO E EXVTED & FILLED K WITH WEL OMPTED SND DN UTION INDITOR OPERTION SHEDULE:- MRK a1 a2 b c d e f1 f2 g1 g2 g3 h1 h2 h3 m. T DN SPEED INDITOR 800m. LODING R ENDING SHEDULE OF OX DI & SPING OF RS(m.m.) TLE SHOWING RIDGE DETILS H.F.L. = LERNE FREEORD GR. OF ON. DISHRGE / / / / / / / / / / / 1. TEMPORRY SPEED RESTRITION OF 20 KMPH SHLL E IMPOSED. 2. WING WLL OF THE EXISTING RIDGE TO E DISMNTLED Y PROVIDING TEMPORRY PROTETION RRNGEMENT OF U. PILING m m. 500 mm.( DEQUTE) 1197 mm. ( DEQUTE) M-35 (R...), M-25 (P...) 30m. 20 m 3 / Sec. 800m. ENDING OF R INDITOR DN TERMINTION m. 933 T REMRKS TEMPORRY SIGNLING & SPEED RESTRITION DIGRM NOT TO SLE m. ( GOVT. OF INDI ENTERPRISE ) GENERL NOTES 2. LEVELS RE IN METERS. 3. LL DIMENSIONS ND LEVELS SHOULD E VERIFIED & REONILED EFORE EXEUTION. 4. LODING STNDRD I.R.S. 25 TONNE LODING OF FOR ONRETE, SPEIFITION REFER I.S & I.R.S. ON. RIDGE ODE. 6. DESIGN RITERI :- i) I.R.S. RIDGE RULES. ii) I.R.S. ONRETE RIDGE ODE. iii) I.R.S. RIDGE SU-STRUTURE & FOUNDTION ODE. 7. REINFOREMENT SHLL E HYSD R OF GRDE Fe 500 ONFORMING TO IS: ND LL R... SURFE OMING IN ONTT WITH SOIL SHOULD E PINTED WITH ITUMEN OR OLTR OF PPROVED KG/SQM. 8. ONRETE GRDE :- i) R... OX...M-35 (DESIGN MIX.) ii) LL R... WORK...M-35 (DISIGN MIX) iii) LL P... WORK...M-25 (NOMINL MIX) 9. MX. SIZE OF GGREGTE TO E USED IS 20 mm. 10. EXPOSURE ONDITION IS MODERTE REF..L. NO OF I.R.S. ONRETE RIDGE ODE. 11. LER OVER OF 50 mm. 12. LPPING OF RS SHOULD E MINIMISED & LL STGGERED WHEREVER NEESSRY MINIMUM LENGTH OF LP SHLL E S GIVEN IN IRS ONRETE ODE 50 FOR TOR STEEL, THE NUMER & LOTION OF LP IS TO E DEIDED T SITE. 13. WEEP HOLES TO E PROVIDED IN RETURN WLLS Y USING /75 mm. DI PV 0 / VERT. & 0 mm./ HOR. IN STGGERED OTHWY. OF R. 15. mm. WELL HND PKED OULDERS K FILLING TO E PROVIDED ESIDE THE OX ND RETURN WLLS S PER.L 7.5 OF I.R.S RIDGE SUSTRUTURE & FOUNDTION ODE. 17. ENGINEER-IN-HRGE T SITE SHOULD STISFY HIMSELF WITH S... OF SOIL. 18. ED SLOPE SHLL E DJUSTED S PER SITE ONDITIONS Y OMPETENT UTHORITY IT SHOULD E KEPT MINIMUM 1 IN. 19. DEPTH OF FOUNDTION SHOWN TENTTIVELY. HOWEVER, THIS MY VRY TO SUIT SITE ONDITION & TO E DEIDED Y THE ENGINEER-IN-HRGE. 20. DRWING ND DESIGN SED ON SOIL TEST REPORT. 21. DESIGN MX. ERING PRESSURE T FOUNDTION LEVEL = t/m sq. 22. SEPRTE WTERWY LULTION RE NOT PROVIDED S IT IS LNING ULVERT. 23. FOR LIGNMENT PLN REFER DRG. No. RITES/KOL./DV/RTPS - SHEET No.- OF E'S DRG. No TOLERNES FOR FINISHED ONRETE RIDGE STRUTURE SHOULD NOT EXEED THE LIMIT S GIVEN IN LUSE 6.5 OF ONRETE RIDGE ODE. DMODR VLLEY ORPORTION ÔãËãÖ ãšãà ãšã ãã½ã :- ÀムÔãá ãäêããä½ã ñ RIDGE DETILS :- R. No. 2, T Km. 0/050, OF 1 x 2.0m. x 2.0m. OX ULVERT. JO - FLY- OVER LINE, TO E EXTENDED. KEY PLN NOT TO SLE ÌããäÀÓŸ ½ã쌾ã ããä¼ã¾ãâ ãã (Ôãñ ãì) ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ããè. ããà. Ôããè. ãšã¾ãã¹ããêã ãš ããä¼ã¾ãâ ãã (Ôãñ ãì) (Ôã½ã Ìã¾ã ãš) ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ãšñ. ããè.¹ããè. (¹ããäÍÞã½ã) ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ãšñ. ããè. ¹ããè. ¹ããè. ¹ããÊã ½ãÖã¹ãƺãâ ã ãš/ ¹ããè ¹ããè. ãšñ. ªãÔ㠹㠽ãÖã¹ãƺãâ ã ãš/ãäôã ã. ÊãããäÖ ãè ¹ãƺãâ ã ãš/ãäôã ( ãè Ìãâ Ôã) ½ã. ½ã. Ôãñ ã ÔãÊããÖ ãšãà (ãä ãムã) P. Pal P.K. Das N. LHIRI M.M. Sen GM (P) DY. G.M ( ) MNGER / (D & S) onsultant (Design). ã ªãè ¹ãƺãâ ã ãš/ ãäôã Àムáôã/ ãšãñêã ãšã ãã ãàã ããâþãã Øã¾ãã hecked y. Nandi (Mgr/) ãää¹ã. ãäôã Öã Àã¾ã ( ãšõ ÔãâÞããÊã ãš) Drawn y P. Sinha Roy (D Operator)

4 j2 shear links mm. Thk. SOIL TO E EXVTED & FILLED K WITH WELL OMPTED SND.L. OF TRK L. OF RIDGE RIL LEVEL m. RIL LEVEL m. ERTH RETINER a4 bars FORMTION LEVEL m. FORMTION LEVEL m M FREE ORD SLOPE 2H : 1V H.F.L = m. 923 LERNE ED LEVEL m. mm.th. STONE PITHING 150 mm. TH. P... SE OURSE (M-25) mm. Thk. SOIL TO E EXVTED & FILLED K WITH SELETED MTERIL WELL OMPTED TH. P... WERING OURSE (M-25) mm.th. STONE PITHING SLOPE 2H : 1V :1 ED LEVEL m TH. P... SE OURSE (M-25) 800 x HUNH 150 mm. Thk. W.. M-25 mm. Thk. SOIL TO E EXVTED & FILLED K WITH SELETED MTERIL WELL OMPTED REPET SME S ON OTHER SIDE OF OX OPENING OF ULVERT 150 mm. Thk. P... WERING OURSE (M-25) c bars M-35 mm.thk. d1 bars SND FILLING 150 mm. Thk.. P... SE OURSE (M-25) SETIONL ELEVTION T X-Y SLE 1: SETION LONG THE TRK SLE 1: TYP.DETILS T & SLE 1:50 GENERL NOTES 20 mm. GP PLNT.L. OF TRK.L. OF RIDGE mm. GP OPING.. (M-20) ED LEVEL 10 / ERTH SLOPE 2H : 1V 10 / mm. WELL PKED OULDER DETILS OF R... RETURN WLL SETION T - SLE 1:50 R ENDING SHEDULE OF OX DI & SPING MRK ENDING OF R REMRKS OF RS(m.m.) 4740 a1 / a2 / 4740 a3 / a4 / b / LEVELS RE IN METRES. 3. LL DIMENSIONS ND LEVELS SHOULD E VERIFIED & REONILED EFORE EXEUTION. 4. LODING STNDRD I.R.S. 25 TONNE LODING OF FOR ONRETE, SPEIFITION REFER I.S & I.R.S. ON. RIDGE ODE. 6. DESIGN RITERI :- i) I.R.S. RIDGE RULES. ii) I.R.S. ONRETE RIDGE ODE. iii) I.R.S. RIDGE SU-STRUTURE & FOUNDTION ODE. 7. REINFOREMENT SHLL E HYSD R OF GRDE Fe 500 ONFORMING TO IS: ND LL R SURFE OMING IN ONTT WITH SOIL SHOULD E PINTED WITH ITUMEN OR OLTR OF PPROVED KG/SQM. 8. ONRETE GRDE :- i) R... OX...M-35 (DESIGN MIX.) ii) LL R... WORK...M-35 (DISIGN MIX) iii) LL P... WORK...M-25 (NOMINL MIX) 9. MX. SIZE OF GGREGTE TO E USED IS 20 mm. 800 c d1 d2 / / / EXPOSURE ONDITION IS MODERTE REF..L. NO OF I.R.S. ONRETE RIDGE ODE. 11. LER OVER OF 50 mm. 12. LPPING OF RS SHOULD E MINIMISED & LL STGGERED WHEREVER NEESSRY MINIMUM LENGTH OF LP SHLL E S GIVEN IN IRS ONRETE ODE 50 FOR TOR STEEL, THE NUMER & LOTION OF LP IS TO E DEIDED T SITE. 13. WEEP HOLES TO E PROVIDED IN RETURN WLLS Y USING /75 mm. DI PV 0 / VERT. & 0 mm./ HOR. IN STGGERED OTHWY DROP WLL X TH. STONE PITHING D/S 20 mm. GP TO JOY HNDIPHR STN TOP PLN SLE 1: 20 mm. GP UP/S TH. STONE PITHING Y URTIN WLL 10 / 12 / 12 / 10 / OTH WY..(M-25) OPING TH. WELL HND PKED OULDERS ERTH SLOPE 2H : 1V 20 / 4800 ED LEVEL VRYING 6690 TO 20 / 12 / 10 / OTH WY K FILL MTERIL (GW,GP,SW) GROUP SLOPE S ONVENIENT FROM ONSTRUTION POINT OF VIEW UT NOT STEEPER THN 1:1 e f g h1 h2 h3 h4 j1 j2 j3 / / / / / / / OF R. 15. mm. WELL HND PKED OULDERS K FILLING TO E PROVIDED ESIDE THE OX ND RETURN WLLS S PER.L 7.5 OF I.R.S RIDGE SUSTRUTURE & FOUNDTION ODE. 17. ENGINEER-IN-HRGE T SITE SHOULD STISFY HIMSELF WITH S... OF SOIL. 18. ED SLOPE SHLL E DJUSTED S PER SITE ONDITIONS Y OMPETENT UTHORITY IT SHOULD E KEPT MINIMUM 1 IN. 19. DEPTH OF FOUNDTION SHOWN TENTTIVELY. HOWEVER, THIS MY VRY TO SUIT SITE ONDITION & TO E DEIDED Y THE ENGINEER-IN-HRGE. 20. DRWING ND DESIGN SED ON SOIL TEST REPORT. 21. DESIGN MX. ERING PRESSURE T FOUNDTION LEVEL = 25.0 t/m sq. 22. SEPRTE WTERWY LULTION RE NOT PROVIDED S IT IS LNING ULVERT. 23. FOR LIGNMENT PLN REFER DRG. No. RITES/KOL./DV/RTPS - SHEET No.- OF E'S DRG. No TOLERNES FOR FINISHED ONRETE RIDGE STRUTURE SHOULD NOT EXEED THE LIMIT S GIVEN IN LUSE 6.5 OF ONRETE RIDGE ODE a1bars TH. WELL HND PKED OULDERS a4 bars a2 bars j1 shear links j1 shear links Haunch x Haunch x h1 bars h3 bars h1 bars h3 bars e bars e bars f bars f bars TH. WELL HND PKED OULDERS 850 a3 bars / DETILS OF R... WING WLL SETION - SLE 1:50 20 / 150 mm. TH. P... (M-25) SE OURSE mm. SOIL TO E EXVTED & FILLED K WITH WELL OMPTED SND j4 LODING TLE SHOWING RIDGE DETILS H.F.L. = LERNE FREEORD GR. OF ON. DISHRGE m. 923 mm.( DEQUTE) 7567 mm. ( DEQUTE) M-35 (R...), M-25 (P...) m 3 / Sec. DMODR VLLEY ORPORTION ( GOVT. OF INDI ENTERPRISE ) SLOPE NOT STEEPER THN 1 : 1 j3 shear links h2 bars c bars h4 bars J4 shear links h4 bars j3 shear links h2 bars 7700 SLOPE NOT STEEPER THN 1 : P... M-25 DETILS OF DROP WLL / URTIN WLL SLE 1: m. Medium to very dense, grayish yellow, silty fine to medium, coarse sand with little gravels,/ompletely weathered rock. 2.5 m.weathred yellowish with blackish alternated mica based fine grained sand stone. R.L m m 7.00m. 9.50m. SM Sedimentary Rock. RIDGE DETILS :- R. No. 3, T Km. 0/966, OF 2 x 6.0m. x 6.0m. OX ULVERT. a1bars d2 bars d1 bars DETILS OF R... OX SETION T - SLE 1:50 j2 shear links FOR TENDER PURPOSE ORE - LOG DETILS SLE 1: ÌããäÀÓŸ ½ã쌾ã ããä¼ã¾ãâ ãã (Ôãñ ãì) ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ããè. ããà. Ôããè. ãšã¾ãã¹ããêã ãš ããä¼ã¾ãâ ãã (Ôãñ ãì) (Ôã½ã Ìã¾ã ãš)ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ãšñ. ããè.¹ããè. (¹ããäÍÞã½ã)ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ãšñ. ããè. ¹ããè. ¹ããè. ¹ããÊã ½ãÖã¹ãƺãâ ã ãš/ ¹ããè ¹ããè. ãšñ. ªãÔ㠹㠽ãÖã¹ãƺãâ ã ãš/ãäôã ã. ÊãããäÖ ãè ¹ãƺãâ ã ãš/ãäôã ( ãè Ìãâ ½ã. ½ã. Ôãñ ã ÔãÊããÖ ãšãà Ôã) (ãä ãムã) P. Pal P.K. Das N. LHIRI M.M. Sen GM (P) DY. G.M ( ) MNGER / (D & S) onsultant (Design). ã ªãè ¹ãƺãâ ã ãš/ ãäôã Àムáôã/ ãšãñêã ãšã ãã ãàã ããâþãã Øã¾ãã hecked y. Nandi (Mgr/) ãää¹ã. ãäôã Öã Àã¾ã( ãšõ ÔãâÞããÊã ãš) Drawn y P. Sinha Roy (D Operator)

5 RIL LEVEL FORMTION LEVEL m..L. OF TRK.L. OF RIDGE L. OF TRK L. OF TRK-2 FORMTION LEVEL m ERTH RETINER a2 bars M-35 'h1' bars TO SNSOL FREE ORD 1925 R.. (M-35) 700 R.. (M-35) a2 bars 'h1' bars GROUND LEVEL m LERNE H.F.L = m. ED LEVEL m. R.. (M-35) TH. STONE PITHING 150 TH. P.. SE OURSE (M-25) 0.m. SOIL TO E EXVTED & FILLED K WITH SELETED MTERIL WELL OMPTED SETIONL ELEVTION T X-Y TH. P.. WERING OURSE (M-20) 20 MM GP R.. (M-35) SLOP NOT STEEPER THN 1 : 1 a1 bars g1 shear links Haunch 500 x 500 f1 bars e bars 'h3' bars g3 shear links f2 bars d bars c bars 'h2' bars g2 shear links R.. DETILS OF OX f1 bars a1 bars e bars f2 bars 'h3' bars g3 shear links 7 SLOP NOT STEEPER THN 1 : OPENING OF ULVERT 150TH. P.. WERING OURSE (M-20) d bars M-35 'h2' bars c bars 0.m. SND FILLING 150 TH. P.. SE OURSE (M-20) TYP.DETILS T & TO DR SITE PLN NOT TO SLE GENERL NOTES 1. LL DIMENSIONS RE IN MILLIMETRES EXEPT OTHERWISE STTED. 2. LEVELS RE IN METRES. 3. LL DIMENSIONS ND LEVELS SHOULD E VERIFIED & REONILED EFORE EXEUTION. 4. LODING STNDRD I.R.S. 25 TONNE LODING OF FOR ONRETE, SPEIFITION REFER I.S & I.R.S. ON. RIDGE ODE. 6. DESIGN RITERI :- i) I.R.S. RIDGE RULES. ii) I.R.S. ONRETE RIDGE ODE. iii) I.R.S. RIDGE SU-STRUTURE & FOUNDTION ODE. 7. REINFOREMENT SHLL E HYSD R OF GRDE Fe 500 ONFORMING TO IS: ND LL R SURFE OMING IN ONTT WITH SOIL SHOULD E PINTED WITH ITUMEN OR OLTR OF PPROVED KG/SQM. 8. ONRETE GRDE :- i) R... OX...M-35 (DESIGN MIX.) ii) LL R... WORK...M-35 (DISIGN MIX) iii) LL P... WORK...M-25 (NOMINL MIX) SLE 1:50 9. MX. SIZE OF GGREGTE TO E USED IS 20 mm. TH. STONE PITHING WITH EMENT GROUTTING 20 MM GP X D/S DROP WLL 20 MM GP TO PLNT TO JOY HNDIPHR STN..L. OF TRK.L. OF RIDGE PLN R.. (M-35) R.. (M-35) 20 MM GP 1180.L. OF EXISTING TRK-1.L. OF EXISTING TRK / WEEP HOLE 20 /.. M-(M-25) OPING ERTH SLOPE 2H : 1V TH. WELL HND PKED OULDERS KFILL MTERIL (GW,GP,SW) GROUP 20 / 10 / SLOPE S ONVENIENT FROM ONSTRUTION 10 / POINT OF VIEW UT NOT STEEPER THN 1:1 OTH WY ED LEVEL VERRYING 6490 TO 20 / 10 / 10 / OTHWY 20 / 150 TH. P.. (M-20) m. S0IL TO E EXVTED & FILLED K WITH WEL OMPTED SND 4 DETILS OF R... WING WLL SETION - SLE 1:50 Y b c d e R ENDING SHEDULE OF OX MRK a1 a2 f1 f2 g1 g2 g3 h1 DI & SPING OF RS(m.m.) / / 20 / 25 / 12 / 25 / 25 / 10 along 10 along 10 along 10 / ENDING OF R REMRKS 10. EXPOSURE ONDITION IS MODERTE REF..L. NO OF I.R.S. ONRETE RIDGE ODE. 11. LER OVER OF 50 mm. 12. LPPING OF RS SHOULD E MINIMISED & LL STGGERED WHEREVER NEESSRY MINIMUM LENGTH OF LP SHLL E S GIVEN IN IRS ONRETE ODE 50 D FOR TOR STEEL, THE NUMER & LOTION OF LP IS TO E DEIDED T SITE. 13. WEEP HOLES TO E PROVIDED IN RETURN WLLS Y USING /75 mm. DI PV 0 / VERT. & 0 mm./ HOR. IN STGGERED OTHWY. 14. DEVELOPMENT/ NHORGE LENGTH OF R SHLL E 46 D, WHERE D IS THE DIMETER OF R. 15. mm. WELL HND PKED OULDERS K FILLING TO E PROVIDED ESIDE THE OX ND RETURN WLLS S PER L 7.5 OF IRS RIDGE SUSTRUTURE & FOUNDTION ODE. 17. ENGINEER-IN-HRGE T SITE SHOULD STISFY HIMSELF WITH S... OF SOIL. 18. ED SLOPE SHLL E DJUSTED S PER SITE ONDITIONS Y OMPETENT UTHORITY IT SHOULD E KEPT MINIMUM 1 IN. 19. DEPTH OF FOUNDTION SHOWN TENTTIVELY. HOWEVER, THIS MY VRY TO SUIT SITE ONDITION & TO E DEIDED Y THE ENGINEER-IN-HRGE. 20. DRWING ND DESIGN SED ON SOIL TEST REPORT. 21. DESIGN MX. ERING PRESSURE T FOUNDTION LEVEL = t/m sq. 22. SEPRTE WTERWY LULTION RE NOT PROVIDED S IT IS LNING ULVERT. 23. FOR LIGNMENT PLN REFER DRG. No. RITES/KOL./DV/RTPS - SHEET No.- OF E'S DRG. No TOLERNES FOR FINISHED ONRETE RIDGE STRUTURE SHOULD NOT EXEED THE LIMIT S GIVEN IN LUSE 6.5 OF ONRETE RIDGE ODE h2 h3 10 / 10 / DMODR VLLEY ORPORTION GROUND LEVEL m. 2.5:1 RIL LEVEL FORMTION LEVEL m. ED LEVEL m. 150 TH. P... SE OURSE (M-25) x HUNH 150 mm. Thk. W.. M-25 0.m. SOIL TO E EXVTED & FILLED K WITH SELETED MTERIL WELL OMPTED 5850 REPET SME S ON OTHER SIDE OF OX OPING.. (M-20) ED LEVEL 10 / 400 DETILS OF R... RETURN WLL SETION T - SLE 1:50 ERTH SLOPE 2H : 1V mm. WELL PKED OULDER 10 / 0. m. SOIL TO E EXVTED & FILLED K WITH WEL OMPTED SND P.. M DETILS OF DROP WLL / URTIN WLL R.L m m. ROWNISH GREY, SILTY LY L WITH SND ND KNKR. 0.m. VERY DENSE, ROWNISH GREY, GM GRVELS WITH SND, SILT MIXTURE. 3.00m. MODERTELY WETHERED LKISH GREY WITH PINKISH LTERNTED HRD REDDISH GREY GNIESS. 7.50m. METMORPHI ROK ORE-LOG DETILS TLE SHOWING RIDGE DETILS LODING STNDRD 25 TON LODING LODING OF 8. H.F.L H.F.L = m. LERNE 0 mm. ( DEQUTE) FREEORD 1925 mm. ( DEQUTE) GR. OF ON. M-35 (R..), M-25 (P..) DISHRGE ( GOVT. OF INDI ENTERPRISE ) SETION LONG THE TRK SLE 1: FOR TENDER PURPOSE RIDGE DETILS :- R. No. 1, T Km. (-)0/311, OF 1 x 6.0m. x6.0m. R.. OX E S.E. RLY./GR. ÌããäÀÓŸ ½ã쌾ã ããä¼ã¾ãâ ãã (Ôãñ ãì) ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ããè. ããà. Ôããè. DY.E. (R.) S.E. RLY./GR. ãšã¾ãã¹ããêã ãš ããä¼ã¾ãâ ãã (Ôãñ ãì) ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ããè. ããà. Ôããè. XEN (R.) S.E. RLY./GR. (Ôã½ã Ìã¾ã ãš)ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ãšñ. ããè.¹ããè. Sr. DEN (o-ord) S.E. RLY./KGP. (¹ããäÍÞã½ã)ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ãšñ. ããè. ¹ããè. Sr. DEN (WEST) S.E. RLY./KGP. ¹ããè. ¹ããÊã ½ãÖã¹ãƺãâ ã ãš/ ¹ããè ¹ããè. ãšñ. ªãÔ㠹㠽ãÖã¹ãƺãâ ã ãš/ãäôã ã. ÊãããäÖ ãè ¹ãƺãâ ã ãš/ãäôã ( ãè Ìãâ Ôã) P. Pal P.K. Das N. LHIRI GM (P) DY. G.M ( ) MNGER / (D & S) ½ã. ½ã. Ôãñ ã ÔãÊããÖ ãšãà (ãä ãムã) M.M. Sen onsultant (Design) ãè.ºããñôã ( ãè. ) Drawn y D.OSE (T.).

6

7 KEY PLN GENERL NOTES NOT TO SLE E D D E MRK DI & SPING OF RS(m.m.) ENDING OF R REMRKS FOR TENDER PURPOSE R.L m m Dense, reddish brown silty medium to fine sand SM with gravels. 1.70m. DMODR VLLEY ORPORTION ÔãËãÖ ãšãà ãšã ãã½ã :- ÀムÔãá ãäêããä½ã ñ ( GOVT. OF INDI ENTERPRISE ) RIDGE DETILS :- R. No. 2, T Km. 0/050, OF 1 x 1.0m. x 1.2m. OX ULVERT. ERO SURFE LINE, TO E EXTENDED. ÌããäÀÓŸ ½ã쌾ã ããä¼ã¾ãâ ãã (Ôãñ ãì) ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ããè. ããà. Ôããè. ãšã¾ãã¹ããêã ãš ããä¼ã¾ãâ ãã (Ôãñ ãì) ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ (Ôã½ã Ìã¾ã ãš) ªãäàã ã ããè. ããà. Ôããè. ¹ãìÌãà ÀñÊãÌãñ/ ãšñ. ããè.¹ããè. (¹ããäÍÞã½ã) ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ãšñ. ããè. ¹ããè. ¹ããè. ¹ããÊã ½ãÖã¹ãƺãâ ã ãš/ ¹ããè ¹ããè. ãšñ. ªãÔ㠹㠽ãÖã¹ãƺãâ ã ãš/ãäôã ã. ÊãããäÖ ãè ¹ãƺãâ ã ãš/ãäôã ( ãè Ìãâ Ôã) Àムáôã/ ãšãñêã ãšã ãã. ããà.ºã ã ããê ¹ãƺãâ ã ãš/ ããä¼ã ãšê¹ã Àムáôã/ ãšãñêã ãšã ãã ãàã ããâþãã Øã¾ãã ( ãšõ ÔãâÞããÊã ãš)

8 2.5:1 KEY PLN GENERL NOTES NOT TO SLE R ENDING SHEDULE OF OX DI & SPING MRK OF RS(m.m.) ENDING OF R REMRKS 4595 a1 / a2 / a3 / a4 / b / 13 c / d1 / DETILS OF R... OX SETION T - SLE 1:50 d2 e / / f / 7 g / h1 / h2 / h3 / h4 j1 / DMODR VLLEY ORPORTION ( GOVT. OF INDI ENTERPRISE ) ÔãËãÖ ãšãà ãšã ãã½ã :- ÀムÔãá ãäêããä½ã ñ j2 j FOR TENDER PURPOSE j4 590 RIDGE DETILS :- R. No. 3, T Km. 0/966, OF 2 x 6.0m. x 6.0m. OX ULVERT. ERO SURFE LINE, TO E EXTENDED. ãšã¾ãã¹ããêã ãš ããä¼ã¾ãâ ãã (Ôãñ ãì) ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ããè. ããà. Ôããè. (Ôã½ã Ìã¾ã ãš) ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ãšñ. ããè.¹ããè. (¹ããäÍÞã½ã) ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ãšñ. ããè. ¹ããè. ¹ããè. ¹ããÊã ½ãÖã¹ãƺãâ ã ãš/ ¹ããè ¹ããè. ãšñ. ªãÔ㠹㠽ãÖã¹ãƺãâ ã ãš/ãäôã ã. ÊãããäÖ ãè ¹ãƺãâ ã ãš/ãäôã ( ãè Ìãâ Ôã) Àムáôã/ ãšãñêã ãšã ãã. ããà.ºã ã ããê ¹ãƺãâ ã ãš/ ããä¼ã ãšê¹ã Àムáôã/ ãšãñêã ãšã ãã ãàã ããâþãã Øã¾ãã ( ãšõ ÔãâÞããÊã ãš)

9 8050 TO PURULI OVERLL LENGTH OF DEK TO SNSOL 400 THK PPROH SL 25 ENTRES OF ERINGS RIL LEVEL= M FORMTION LEVEL= M RIL LEVEL= M FORMTION LEVEL= M TH STONE PITHING TOP OF ED LOK RL OTTOM OF ED LOK RL M SPN PLTE GIRDER RDSO DRG NO. RDSO/ LER SPN GROUND LEVEL m TH STONE PITHING SITE PLN NOT TO SLE GENERL NOTES ROLLER ERING (460 X 830 X 425) RL M FIXED ERING ( X X 425) RL M FOUNDING LEVEL M R.. M TH. LEVELLING OURSE (TYP.) SETIONL ELEVTION T - 1 R.. M TH. LEVELLING OURSE (TYP.) FOUNDING LEVEL M 6 LKISH GREY MEDIUM LYEY MEDIUM TO ORSE SND WITH SMLL PERENTGE OF GRVELS. HIGHLY WETHERED, REDDISH SOFT ROK. METMORPHI ROK SLOPE 2 IN 1 DRY STONE PITHING SLOPE 1 IN 1.5 FLOW SLIGHTLY WETHERED GREYISH WITH YELLOWISH LTERNTED MODERTELY STRONG ND MODERTELY HRD GNEISS. METMORPHI ROK PPROH SL L. OF RIDGE ORE-LOG DETILS 1980 RS OF GIRDERS ROLLER ERING (460 X 830 X 425) TO PURULI.L. OF ERING.L. OF ERING.L. OF PLTE GIRDER TO SNSOL SLOPE 2 IN 1 SLOPE 1 IN 1.5 DRY STONE PITHING HLF TOP & HLF OTTOM PLN (GUGE) RIL LEVEL= M FORMTION LEVEL= M DMODR VLLEY ORPORTION DRY STONE PITHING 1980 DRY STONE PITHING ( GOVT. OF INDI ENTERPRISE ) FOUNDING LEVEL M R.. M35 1 RL M 1 SETION - RIDGE DETILS :- R. No. 480/1T Km0/, OF 1 x 24.4 STEEL GIRDER. ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ããè. ããà. Ôããè. E S.E. RLY./GR. ÌããäÀÓŸ ½ã쌾ã ããä¼ã¾ãâ ãã (Ôãñ ãì) ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ããè. ããà. Ôããè. DY.E. (R.) S.E. RLY./GR. ãšã¾ãã¹ããêã ãš ããä¼ã¾ãâ ãã (Ôãñ ãì) ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ããè. ããà. Ôããè. XEN (R.) S.E. RLY./GR. (Ôã½ã Ìã¾ã ãš)ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ãšñ. ããè.¹ããè. Sr. DEN (o-ord) S.E. RLY./KGP. (¹ããäÍÞã½ã)ªãäàã ã ¹ãìÌãà ÀñÊãÌãñ/ ãšñ. ããè. ¹ããè. Sr. DEN (WEST) S.E. RLY./KGP. ¹ããè. ãšñ. ªãÔã ¹ã ã. ÊãããäÖ ãè ¹ãƺãâ ã ãš/ãäôã ¹ããè. ¹ããÊã ½ãÖã¹ãƺãâ ã ãš/ ¹ããè ½ãÖã¹ãƺãâ ã ãš/ãäôã ( ãè Ìãâ Ôã) P. Pal P.K. Das N. LHIRI GM (P) DY. G.M ( ) MNGER / (D & S) ããà.ºã ã ããê ¹ãƺãâ ã ãš/ ãäôã Àムáôã/ ãšãñêã ãšã ãã ãàã ããâþãã Øã¾ãã hecked y R.anerjee ()

10 1 : 1 1 : 1 FORMTION LEVEL 1 : 1 10 T Q@ / MINIMUM DEPTH 400mm MX. S PER SITE ONDITION 12 / Q M / Q 75mm th. P 1 : 3 : 6 REINFOREMENT DETILS FOR R ROSS DRIN 1 : 1 FORMTION LEVEL MINIMUM DEPTH mm MX. S PER SITE ONDITION 1 : 2 : 4 DMODR VLLEY ORPORTION 75mm th. P 1 : 3 : 6 DETILS OF P DRIN S L E PROJET ODE : REV.

11 POND POND HUTS K H J U R V I L L G E POND POND POND RITES LIMITED ( GOVT. OF INDI ENTERPRISE )

12 STNDRD DRWING. RITES LIMITED