325.0 957 100.130 F.L.=99.780 12205 2300 2300 2300 2720 125 EXPANSION GAP 125 EXPANSION GAP OUTER COVER PLATE 640X40X1070 938.5 1350 1350 1350 1282.5 1350 1350 1122.5 1350 1356.5 1356.5 1350 1122.5 1350 1350 1282.5 1350 1350 1350 938.5 END STIFF WEB PLATE 270X25X7846 2150X16X10358 R.C.C. 445 8885 97.410 9485 INT. STAFF Ls. 150X150X10 WITH X-FRAME 2250 INT. STAFF Ls. 150X150X10 WITH X-FRAME 7675 WEB PLATE 2150X16X10358 OVER ALL LENGTH OF GIRDER =26050 CENTER OF BEARINGS =25 CLEAR SPAN=24 INT. STAFF Ls. 150X150X10 WITH X-FRAME WEB PLATE 2150X16X10358 9485 445 R.C.C. 2720 8885 2300 2300 2300 100.130 F.L.=99.780 RCC UPRIGHT SLAB RCC COUNTERFORTS RCC UPRIGHT SLAB 1. ALL THE DIMENSIONS ARE IN mm AND ALL LEVELS IN METERS UNLESS OTHERWISE SPECIFIED. 2. LOADING - 25t B.G. LOADING - 2008. (SUPER STRUCTURE) 3. SUB - STRUCTURE WILL BE DESIGNED CONSIDERING DFC LOADING FOR FUTURE PROVISION. 4. DESIGN CRITERIA I) IRS BRIDGE RULES II) IRS CONCRETE BRIDGE CODE III) IRS BRIDGE SUBSTRUCTURE AND FOUNDATION CODE 5. CONCRETE GRADE:- I) PIERS & ABUTMENTS -- M-35 II) PILES, PILE CAPS, PIER CAPS, ABUTMENT CAPS-- M-35 III) BASE COURSE-- PCC 1 : 2 : 4 6. HIGH YIELD STRENGTH DEFORMED TMT BAR OF GRADE Fe-500 CONFORMING TO IS: 1786-1986 SHALL BE USED AS REINFORCEMENT. 8. ALL DIMENSIONS AND LEVEL SHOULD BE VERIFIED & RECONCILED BEFORE EXECUTION. 9. BACK FILL SHOULD BE AS PER CLAUSE 7.5 OF IRS BRIDGE SUB-STRUCTURE AND FOUNDATION CODE. 10. WEEP HOLES SHALL BE OF 75/100 DIA PVC PIPES STAGGERED @ C/C BOTH HORIZONTALLY & VERTICALLY THROUGH RETURN WALL & ABUTMENT. 11. ALL PILES ARE DIA BORED CAST-IN-SITU AND THEIR CONSTRUCTION SHALL CONFORM RELEVANT CLAUSE OF IS: 2911 (PART-1/SEC-2) 1979 AND IRS BRIDGES SUB-STRUCTURE AND FOUNDATION CODE. 12. LENGTH OF PILE WILL BE DECIDED AFTER COMPLETION OF DESIGN OF PILE. 13. VERTICAL & HORIZONTAL LOAD CARRYING CAPACITY OF PILE SHALL BE ASCERTAINED AT SITE BY CONDUCTING INITIAL LOAD TEST AS PER IS: 2911 PART IV. 14. POSITION OF BEARING MAY BE TALLIED AT SITE WITH THE DRAWING. 15. LAP LENGTHS SHOULD BE 35 D WHERE D = DIA. OF BARS. LAP JOINT SHOULD BE STAGGERED NOT MORE THAN 50% BARS SHOULD BE LAPPED AT ANY CROSS SECTION. 16. IF THE BAR DIA, IS MORE THAN 32 mm DIA, OF BAR, LAP LENGTHS SHOULD BE GIVEN AS PER CLAUSE NO. 15.9.6.6 OF IRS CONCRETE BRIDGE CODE. 17. GRADED AGGREGATE OF NOMINAL SIZE 20 mm SHALL BE USED AS PER IS : 383. 18. SUPER-STRUCTURE OF THE DRAWING SHOULD BE PREPAERED AS PER RDSO'S DRAWING NO. RDSO/B - 16019. NOTES:- ROAD L.=90.205 0 7000 G.L.=88.925 1280 G.L.=88.925 G.L.(88.925) 500 1750 87.925 SECTION OF EXISTING ROAD 87.925 1750 500 87.925 CAP CAP RCC PILE CAP 50 75 MM BASE COURSE 1:2:4 75MM BASE COURSE 1:2:4 SECTION AT- 'BB' SECTIONAL ELEVATION ELEVATION AT AA 0.0 M (88.925) 0.0 M (88.925) A 8100 650 650 1300 B B PROPOSED C/L OF TRACK OUTER COVER PLATE 640X40X1070 318 250 1117 578 1117 578 1117 289 289 1117 578 1117 578 1117 289 289 1117 578 1117 289 288.5 1114 317.5 189.0 181.0 370 X-FRAME HORZ. L130X130X12 1924 LONG 325X10X370 370X10X957 X-FRAME HORZ. L 130X130X12 1960 LONG 370X10X957 189.0 181.0 370.0 INNER COVER PLATE 290X40X1070 370X10X956 370X10X957 OUTER COVER PLATE 640X40X1070 Ls. 150X150X12X1778 26050 TOP PLAN 289 289 1117 578 1117 578 1117 289 289 1117 578 1117 578 1117 250317.5 Ls. 150X150X12X1778 370X10X955 PROPOSED C/L OF TRACK 370X10X957 PROPOSED C/L OF TRACK 1300 650 650 8100 A 7.0 M WATER TABLE CI/CL SM SP-SM SP-SM YELLOW CLAYEY SILT 12.0 M 18.5 M 21.0 M LIGHT YELLOWISH FINE SAND WITH KANKAR YELLOWISH RED,FINE TO MEDIUM GRAINED SAND WITH KANKAR 6.9 M WATER TABLE CI/CL SM SP-SM SM SM YELLOW CLAYEY SILT 12.0 M YELLOWISH FINE SILTY SAND 15.0 M 18.0 M YELLOWISH FINE TO MEDIUM GRAINED SAND 21.0 M LIGHT RED,FINE TO MEDIUM GRAINED SAND WITH KANKAR FOR TENDER PURPOSE ONLY N ROAD/UNCHDIH TOWARDS MEJA RAILWAY TRACK BRIDGE NO.15 CH. 7/354 KM. BOX SIZE:- 1x24.4M(PLATE GIRDER) 30.0 M 30.0 M BORE LOGS PROP. WIDENING TO ALD NH.76E TO MIRZAPUR PROP. WIDENING TOWARDS PLANT RAILWAY TRACK NH. CH. 440.100 KM. SCALE KEY PLAN 0MM 500
7720 3860 1 1 8100 F.L.=104.0 TOP OF BOX CROSS SECTION OF EMBANKMENT C/L OF TRACK 0 4050 9340 3470 0 675 3860 G.L.=88.14 RAIL LEVEL = 104.738 FORMATION LEVEL = 104.000 NOTES :- 1. ALL DIMENSIONS ARE IN MM AND LEVELS ARE IN METRES UNLESS OTHERWISE SPECIFIED. 2. ONLY WRITTEN DIMENSION & DATA ARE TO BE FOLLOWED, DIMENSIONS ARE NOT TO BE SCALED. 3. DESIGN CRITERIA i) LOADING : DFC LOADING (32.5t AXLE LOAD) ii) IRS BRIDGE RULES INCORPORATING ALL A&C SLIPS ISSUED TILL DATE. iii) IRS CONCRETE BRIDGE CODE INCORPORATING ALL A&C SLIPS ISSUED TILL DATE. iv) IRS BRIDGE SUBSTRUCTURE & FOUNDATION CODE INCORPORATING ALL A&C SLIPS ISSUED TILL DATE. v) IRC-5, IRC-6 & IRC-54. 4. THE PROPOSED BRIDGE IS FOR PRIVATE SIDING OF MTPP. 5. CONTROLLED CONCRETE SHALL BE USED IN STRUCTURE AS UNDER: i) RCC BOX - M-35 ii) WING WALL & RETURN WALL - M-30 iii) WEARING COURSE - M-35 iv) BASE COURSE - M-15 6. HIGH YIELD STRENGTH DEFORMED BARS OF GRADE Fe 500 CONFORMING TO IS: 1786-1985 SHALL BE USED AS REINFORCEMENT. 7. LAP LENGTH SHOULD BE 45D WHERE D=DIA OF BARS. LAP JOINT SHOULD BE STAGGERED. NOT MORE THAN 50% BARS SHALL BE LAPPED AT ANY CROSS SECTION. 8. ONE COAT OF APPROVED QUALITY PAINT SHALL BE APPLIED ON REINFORCEMENT AS PER CL. 7.1.5 OF IRS CONCRETE BRIDGE CODE. 9. BACKFILL MATERIAL SHOULD BE AS PER CLAUSE 7.5 OF IRS BRIDGE SUBSTRUCTURE & FOUNDATION CODE. 10. ALL RCC SURFACES COMING IN CONTACT WITH SOIL SHALL BE PAINTED WITH BITUMEN OR TAR OF APPROVED QUALITY @ 1.464 KG/SQM. 11. CLEAR COVER FOR REINFORCEMENT BARS SHALL BE 50mm. 12. ALL DIMENSIONS OF FOUNDATIONS, LEVELS SHALL BE VERIFIED AND RECONCILED BASED ON SITE CONDITIONS BEFORE EXECUTION OF WORK. 13.BARREL LENGTH OF BOX HAS BEEN DECIDED BASED ON SKEW ANGLE, SURCHARGE HEIGHT AT THE LOCATION AND SHALL BE FINALIZED AS PER ACTUAL SITE CONDITIONS. 14. WEEP HOLES SHALL BE OF 75/100 DIA PVC PIPES STAGGERED @ C/C VERTICALLY & HORIZONTALLY. 15. RDSO DRG. NO. RDSO/B-10154 SHALL BE FOLLOWED FOR REINFORCEMENT DETAILS. 16.RDSO DRG NO RDSO/M-0001 SHALL BE FOLLOWED FOR HEIGHT GAUGE. 18. 20 MM EXPANSION GAP WILL BE PROVIDED AT THE JUNCTION OF COUNTER FORT RETAINING WALL AND RETAINING WALL AS MARKED ON THE PLAN OF WING WALL. 35076 150 TH. WEARING COURSE 150 TH. BASE COURSE 900mm TH. RCC M - 35 COMPACTED SAND FILLING COMPACTED EARTH 3190 BED SLOPE 1IN 100 A B HAUNCH xmm TOP OF SLAB = 99.330 ROAD LVL = 92.680 GL. = 88.140 700 0 450 0 700 0 225MM RCC EARTH RETAINER 0 4670 Y Y 150 TH WEARING COURSE 900 150 TH BASE COURSE PCC M-15 COMPACTED EARTH 3190 3190 800 11510 ROAD LVL = 92.680 G.L.=88.14 FOR TENDER PURPOSE ONLY LONGITUDINAL SECTION AT 'Y-Y' CROSS SECTION OF RCC BOX AT 'X-X' 0 1500 1250 TOWARDS PLANT G.L. EXISTING ROAD KM 15/469 8000 19067 Y 5314 1800 TOE LINE 1800 5509 EARTH SLOPE 30713 BERM 6500 4500 21956 12068 20MM EXPANSION GAP 20MM EXPANSION GAP 4500 6500 EARTH SLOPE 700 BERM RCC BOX NO.2 (2x6mx6m) TOWARDS PLANT 2585 BORE HOLE CH:25/528 35076 PLAN 4050 TOWARDS MEJA ROAD/UNCHDIH FORMATION WIDTH 4050 17535 17535 HALF TOP HALF BOTTOM 0 0 450 EARTH SLOPE 1 700 X X 21956 30713 HIGHT GAUGE 5509 TOE LINE 1800 5314 Y GROUND LVL. 5750 1500 8500 225 450 225 WEEP HOLES TOP SLAB CH:25/528 800 0 TYPICAL DETAIL OF 'A' YALLOWISH VERY STIFF SILTY CLAY WITH KANKAR 6.00 9.00 15.00 YALLOWISH VERY STIFF SILTY CLAY CLAY WITH KANKAR YALLOWISH VERY STIFF SANDY SILTY CLAY WITH KANKAR BORE LOG (NOT TO SCALE) NOTE:- WATER TABLE NOT AVAILABLE UP TO 15 M DEPTH. 1200 150 900 150 225 450 SAND FILLING WEARING COURSE M-35 BOTTOM SLAB RCC M-35 PCC 1:3:6 RCC BOX BR.NO.55 CH. 25/513 PROP 2x6x6m G.L. 1 1200 1500 350 TYPICAL DETAIL OF 'B' KEY PLAN 500 WING WALL AFTER 20 MM EXPANSION GAP
FOR TENDER PURPOSE ONLY MEJA URJA NIGAM (Pvt.) LIMITED
FOR TENDER PURPOSE ONLY MEJA URJA NIGAM (Pvt.) LIMITED