Rail cum Road Bridge across the Ganga near Munger

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The Bridge Fabrication and Erection is executing by P & R.
The presesntation contains only brief about bridge.

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Rail cum Road Bridge across the Ganga near Munger

  1. 1. M/S P&R INFRAPROJECTS LTD QUIET OFFICE NO 7, 1ST AND 2ND FLOOR CHANDIGARH, 160035
  2. 2. INTRODUCTION TO PROJECT LOCATION MALHIPUR ,SHAHIBPUR KAMAL DISTT.BEGUSARAI ,BIHAR INDIA PROJECT SUPER STRUCTURE OF RAIL CUM ROAD BRIDGE PROJECT OVER RIVER GANGA PRINCEPLE EMPOLOYER EAST CENTRAL RAILWAY (ECR) CONTRACTOR BRETHWET BURN JOSOPH (BBJ) SUB-CONTRACTOR GAMMON INDIA LTD. SUB-SUB CONTRACTOR P&R INFRA PROJECTS LTD. TOTAL AWARDED SPANS 125 MTR LONG X 14 NOS .32 MTRS LONG X 1 NO. TOTAL DIMENSION OF AWARDED BRIDGE 1782 MTRS LONG ,12.25 MTRS WIDE & 18.5MTR HIGHT TOTAL QTY. OF STEEL INVOLVED 28000 MT(APROX) WT.OF A SINGLE SPAN 1866 MT(APROX) TOTAL NO.OF PANNELS IN A SPAN 16 NOS (116.625 MT EACH) CONTRACTUAL VALUE OF 120 CR.(INR) FABRICATION & ERECTION.
  3. 3. INTRODUCTION TO PROJECT SR NO. TOTAL NO. OF PRINCIPLE MEMBERS IN 1 SPAN QUANTITY 1 BOTTOM CHORD 32 2 BOTTOM CROSS GIRDER 17 3 BOTTOM LATERAL BRACING 16 4 BOX DIAGONAL 12 5 BRAKING BRACING 8 6 END RAKER 4 7 END VERTICAL 4 8 KNEE BRACING 6 9 LOWER DIAGONAL 24 10 MIDDLE CROSS GIRDER 17 11 MIDDLE HORIZONTAL 32 12 PORTAL BRACING 2 13 RAIL STINGER BRACING 16 14 RAIL STRINGER 32 15 ROAD STINGER 80
  4. 4. INTRODUCTION TO PROJECT SR. NO. TOTAL NO. OF PRINCIPLE MEMBERS IN 1 SPAN QUANTITY 1 LOWER DIAGONAL 24 2 MIDDLE CROSS GIRDER 17 3 MIDDLE HORIZONTAL 32 4 PORTAL BRACING 2 5 RAIL STINGER BRACING 16 6 RAIL STRINGER 32 7 ROAD STINGER 80 8 TOP CHORD 28 9 TOP CROSS GIRDER 15 10 TOP LATERAL BRACING 14 11 UPPER DIAGONAL 24 12 VERTICAL POST 34
  5. 5. PHYSICAL PROGRESSS OF SITE AS ON DATE 31.07.12 SR.NO JOB DISCRIPTION WORK DONE 1 CUTTING 13,640.859 MT 2 FITUP 12,063.466 MT 3 WELDING 11,679.465 MT 4 DRILLING 10,698.97 MT 5 INSPECTION 9230.42 MT 6 PAINTING 6726.98 MT 7 ERECTION 5150.49 MT 8 RIVETING 2,39,341 NOS
  6. 6. FINANCIAL PROGRES OF SITE AS ON DATE 31.07.12 1 TOTAL GROSS BILL CLAIMED 2 TOATL GROSS BILL CERTIFIED FROM M/S GIL 3 TOATL BILL PAID 4 WCT RECOVERED 5 TDS RECOVERED 6 OTHER RECOVERIES 7 BALANCE DUE 8 EXTRA CLAIM
  7. 7. MACHINERY AND EQUIPMENT SR.NO. ITEM CAPACITY QUANTITY 1 AMERICAN CRANE 9260 125 TON 1 NOS 2 TATA 655 CRANE 45 TON 1 NOS 3 DERRIK CRANE 25 MT AT 25 M RADIUS 02 NOS 4 HYDRA ESCORT 07 NOS 5 TATA TAILOR 02 NOS 6 ELECTRIC TROLLEY AT ERECTIN 02 NOS 7 DEEP LORRY 10 SET
  8. 8. MACHINERY AND EQUIPMENT SR. NO. EQUIPMENTS QUANTITY CAPACITY 1 ARC WELDING MACHINE 19 NOS 400 Amp 2 SAW WELDING MACHINE FIDDER (OUTER) 05 NOS 3 SAW WELDING MACHINE FIDDER (INNER) 02 NOS 4 MIG WELDING MACHINE 09 NOS 5 MOTHER OVEN 09 NOS 6 BLOWER MACHINE 07 NOS 7 CARRY OVEN 05 NOS
  9. 9. MACHINERY AND EQUIPMENT SR.NO EQUIPMENTS QUANTITY CAPACITY 1 PUG CUTTING MACHINE 15 NOS 2 RADIAL DRILL MACHINE 11 NOS 3 RADIAL DRILL MACHINE 03 NOS 4 GANTRY CRANE 01 SET 45 MT 5 D.G. SETS TOATL CAPACITY 01 NOS 6 END MILLING MACHINE 01 NOS 7 CNC CUTTING MACHINE 01 NOS 8 H-BEAM ASSEMBLER 01 NOS 9 FLANGE STRAIGHTNOR 01 NOS 10 PLATE STAGIHTINING PRESS 01 NOS 11 LATHE MACHINE 01 NOS
  10. 10. MACHINERY AND EQUIPMENT SR. NO. ITEM QUANTITY 1 AIR COMPRESSOR (DIESEL) 10 NOS 2 AIR COMPRESSOR (ELECTRIC 02 NOS 3 MAGNETIC DRILL MACHINE 26 NOS 4 GRINDING MACHINE 24 NOS 5 OIL CUT DRILL MACHINE 01 NOS 6 HYDRAULLIC JACK OF DIFFERENT CAPACITY 18 NOS 7 JACKS OF DIFFERENT CAPACITY 26 NOS 8 TRAVSE JACK 750 TON 04 NOS 9 HYDRAULLIC PUMP 12NOS 12 NOS 10 BAREL PUMP 03 NOS 11 POWER PACK 04 NOS 12 Ff 2 MACHINE 02 NOS 13 HOOPER 04 NOS
  11. 11. MACHINERY AND EQUIPMENT SR. NO. ITEM QUANTITY 1 CHAIN PULLY BLOCK 17 NOS 2 Pp ROPE PULLY 22 NOS 3 STEEL WIRE ROPE PULLKY 3 LINE 04 NOS 4 RACHET 10 NOS 5 CONTAINER 01 NOS 6 HAND WINCH MACHINE 02 NOS 7 ELECTRIC WINCH MACHINE 01 NOS 8 TURN BUCLKLE 33 NOS 9 HOOK CHOOK MACHINE 08 NOS 10 D SHACKLE 136 NOS 11 GREASSE GUN 05 NOS
  12. 12. MACHINERY AND EQUIPMENT SR. NO. ITEM QUANTITY 1 METALIZING GUN 06 NOS 2 PLATE CATCHER ( VERTICAL 11 NOS 3 PLATE CATCHER ( HORIZONTAL 08 NOS 4 RIVETING GUN 29 NOS 5 RIMMER MACHINE 13 NOS 6 IMPACT WRENCH- 14 NOS 7 TORQUE WRENCH 09 NOS 8 MULTIPLY TORQUE WRENCH 06 NOS 9 WEB SLING 02 NOS 10 DOLLY MACHINE 28 NOS 11 RIVET BUSTER 07 NOS 12 SCREW LONG JACK 03 NOS 13 PENCIL GRINDING MACHINE 04 NOS 14 JIM SCREW 01 NOS 15 ROCKET JACK 04 NOS 16 WINCH MOTOR WITH TWO HANDLE 02 NOS 17 FIRE EXTINGUSHIER 08 NOS
  13. 13. PLATE STACKING YARD  PLATE ARE KEPT THICKNESS WISE AND GRADE WISE AND WILL BE ISSUED ON ISSUE SLIP FROM STORES ON APPROVAL OF PLANING ENGINEER.
  14. 14. PLATE MARKING  MARKING OF PLATES IS BEING DONE AS PER CUTTING PLAN APPROVED BY PLANING ENGINEER
  15. 15. PLATE CUTTING  AFTER MARKING INSPECTION AS PER CUTTING PLAN WILL BE CHECKED THEN ONLY CUTTING WILL BE CARRIED OUT
  16. 16. PLATE GRINDING
  17. 17. FITUP MEMBER IS BEING CARRIED OUT AS PER B1-2001 BOTTOM CHORD FITUP BOTTOM CHORD FITUP COMPLETE FITUP OF BOX DIAPHARAGMI GIRDER FITUP
  18. 18. WELDING OF MEMBERS 3 TYPES OF WELDING CONSUMBLES ARE BEING USED FOR SAW. 1 :W1 & F1 FOR IS – 2062 E-250. 2: W2 & F2 FOR IS -2062 E-350. 3: W4 & F4 FOR IS – 2062 E-450. MIG WELDING MIG WELDING OF VERTICLE POST TACK WELD BY SMAW
  19. 19. MEMBER DESTORTION CONTROL DISTORTION CONTROL OF END X GIRDER DISTORTION CONTROL OF END RACKER DISTORTION CONTROL OF ST.PLATE FOR FITUP OF BOTTOM CHORD.
  20. 20. MARKING FOR DRILLING MARKING OF BOTTOM CHORD FOR DRILLING WITH BODY JIG.
  21. 21. DRILLING OF MEMBER DRILLING OF GUSSET BY RADILL DRILLING OF BOX DIAGONAL DRILLING OF BOTTOM CHORD DRILLING OF MID.HORIZONTAL
  22. 22. ULTRASONIC TESTING OF N-CROSS GIRDER OF SPAN 4 ULTRASONIC TESTING
  23. 23. INSPECTION BY GIL ,BBJ,ECR INSPECION OF VERTICAL POST WITH GIL ,BBJ,ECR & PLANT DEPO.
  24. 24. SAND BLASTING SAND BLASTING OF BLB SA-2.1/2 SAND BLASTING OF DIAGONAL SA-2.1/2
  25. 25. METALIZING METTALIZING OF ROAD STRINGER INSPECTION OF DFT BY ELCOMETER
  26. 26. PAINTING PAINTING OF MEMBERS BY SPRAY GUN
  27. 27. FINESHED MATERIAL MEMBERS READY FOR ASSEMBLY
  28. 28. MEMBER ASSEMBLY FOR ERECTION ASSEMBLY OF END VERTICLE IN PROGRESS FOR ERECTION ASSEMBLED MEMBER BEING READY FOR YARD RIVETING FOR ERECTION
  29. 29. DISPATCH TO ERECTION SITE DISPATCH OF END RACKER TO ERECTION SITE
  30. 30. MEMBER LOADING FOR ERECTION  MEMBER ARE LOADED FOR ERECTION POINT THROUGH AMERICAN CRANE 125 TON TO TROLLEY FOR ERECTION LIFTING OF MEMBER LOADING POINT LIFTING OF MEMBER FOR ERECTIONERECTION POINT
  31. 31. MEMBER TRANSPORTATION FROM LOADING POINT TO ERECTION POINT  MEMBER ARE TRANSPORTED THROUGH TROLLEY TO ERECTION POINT FOR ERECTION TRANSPORTATION OF MEMBER TO ERECTION POINT BY MANNUAL TROLEY LIFTING OF MEMBER FOR ERECTION
  32. 32. LIFTING OF MEMBER FOR ERECTION  MEMBER IS LIFTED TROUGH DERRIK CRANE FOR ERECTION AT ERECTION PIOINT ERECTION OF MEMBER IN PROGRESS ERECTED MEMBER TRAVERSE JACK 750 MT CAP.FOR LIGTING OF SPAN
  33. 33. RIVETING AT ERECTION SITE RIVETING OF JOINTS IN PROGRESS AT ERECTION FRONT RIVETED JOINT
  34. 34. ACHIEVEMENTS  FABRICATION OF 9500 MT IN JUST 10 MONTHS  SUCCESSFUL LANDING OF 3 SPANS  TIMELY ERECTION OF TWO NO.DERICK CRANES  WELDING QUALITY APPRICIATED BY C.E (ECR)  HOLE MATCHING APPRICIATED BY C.E (ECR)
  35. 35. HURDLES  LOCAL INTERFERANCE  SHORTAGE OF STEEL  ADMINISTRATION PROBLEMS  CASH FLOW  MAINTANENCE OF EQUIEPMENTS WITH OUT FUNDS  NON CO-OPERATION OF M/S GIL.  WRONG DEPLOYMENT OF CONTRACTORS
  36. 36. SAFETY DAY FLAG HOISTING FOR SAFETY DAY SAFETY SPEECH BY DGM PRIZE DISTRIBUTION BY DGM FOR SAFETY DAY CLOSING CERMONEY
  37. 37. ENVIRNOMENTAL DAY PLANTATION BY HONERABLE M.D ON ENVIRNOMENTAL DAY
  38. 38. TEAM P&R AT SITE
  39. 39. WITH THANKS AND REGARDS MR. R.S. YADAV (G.M.) MR. AFROZ KAPRA (D.G.M) AND TEAM P&R MUNGER SITE M/S P&R INFRAPROJECT LTD MUNGER

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