ALIGNMENT- CURVE Curve - 28 (LHS) "PSC'S SANCTION TO BE OBTAINED PRIOR TO EXECUTION OF WORK"

GRADIENT- Existing- Fall 1 in 453 Angle = 41°9'11''

Proposed-Fall 1 in 453
C/L BR.N0-110, SPAN-1X1.220M.
R = 556.904 (3.142°)
CL OF EXG. TRACK CL OF PROP. TRACK Slab CH: 960186.50M. TCL.=500 m LEGEND:-
PROP. SPAN 1X2.00M RCC BOX TL= 209.066 m 1. EXTG. WORK SHOWN AS BLACK
Trans.L = 100 m. 2. PROP. WORK SHOWN AS RED
Track Center 9040 Shift = 0.748 m 3. DISMANTLED WORK SHOWN AS BLACK DOTTED

300
4. TEMPORARY PROTECTION SHOWN AS GREEN
SE = 130 mm 5. IRPSM NO. 13.00.15.19.1.30.001
3925 3925 Speed = 90 Kmph (PSR) N
NDARY
3150
6300 1676 PROP. RAIL LEV : 609.932 S.E.C.RLY BOU NOTES:-
EXIST. RAIL LEVEL:609.911
1. ALL DIMENSIONS ARE IN MILLIMETRE UNLESS OTHER WISE STATED.
EXIST. FORMATION LEVEL:609.171 625 625 PROP. SLAB TOP/FORM. LEV : 609.170 30 2. ALL DIMENSIONS AND LEVELS SHOULD BE VERIFIEDFROM SITE & RECONCILED BEFORE EXECUTION.
350 PROP. SLAB BOTTOM LEV : 608.820 0T 3. DESIGN CRITERIA
250 SL H. (i) I.R.S BRIDGE SUB STRUCTURE CODE 2013(REVISED) INCLUDING LATEST A&C SLIPS.
450 F.B.1172
V. C. 822
OP
E2 MA STON 170 123.0 M (ii) I.R.S CONCRETE BRIDGES CODE 2014(REPRINT) INCLUDING LATEST A&C SLIPS
1965 1200 HFL: 608.944 :1 X.
UP E PIT
BED LEVEL
(iii) I.R.S BRIDGE RULES 2014 INCLUDING LATEST A&C SLIPS.
TO C BAIKUNTHPUR
B L= 608.566 Bed Lvl. 608.566 378 HF HING UP (iv) I.R. BRIDGE MANUAL 1998 INCLUDING LATEST A&C SLIPS.
L 4. DRAWING SHOULD NOT BE SCALED. ONLY WRITTEN DIMENSIONS TO BE FOLLOWED.
350

450
300
350
300 TH. STONE
KARONJI 5. ANGLE OF REPOSE OF BACK FILL SHALL NOT BE LESS THAN 35°.
6. DESIGN MIX CEMENT CONCRETE M-25 GRADE WITH 20 MM GRADED STONE AGGREGATE OF APPROVED QUALITY FOR WING WALL,
FLOORING
EXISTING TRACK 9.04m

270
600 RETAINING WALL, CURTAIN WALL, DROP WALL, TOE WALL AND STRUCTURES OTHER THAN RCC BOX.
3100 7. DESIGN MIX CEMENT CONCRETE M-35 GRADE WITH 20MM GRADED STONE AGGREGATE OF APPROVED QUALITY FOR RCC BOX.

150 MM THK. WEARING COURSE PROP. TRACK 8. ALL RCC AND CC WORKS SHALL BE DONE IN ACCORDANCE WITH SPECIFICATIONS LAID DOWN IN IRS CONCRETE BRIDGE CODE.

FLO
BORIDAND 9. BACKFILL AND FILTER MEDIA SHALL BE GRANULAR MATERIAL AS PER PARA 7.5 OF BRIDGE SUB-STRUCTURE CODE (FOR

450
350 MM THICK. BOTTOM SLAB WING WALL/FACE WALL).

W
150 MM THK. PCC BASE COURSE
850 MM THK. SAND FILLING
NAGAR DN
10. LAPPING OF BARS SHOULD BE MINIMISED AND STAGGERED WHEREVER NECESSARY. MINIMUM LENGTH OF LAP SHALL BE AS
44.0 m GIVEN IN IRS CONCRETE BRIDGE CODE FOR TOR STEEL.
11. WEEP HOLES SHALL BE OF 100 DIA UPVC PIPES STAGGERED @1000mm C/C ABOVE LOW WATER LEVEL IN BOTH WING WALL/
BARREL LENGTH 7850 450 RY RETURN WALL AND EARTH RETAINER OF BOX.
N DA 12. ALL CONCRETE WORK SHALL BE MECHANICALLY MIXED AND VIBRATED.
B OU 13. CURING SHALL BE DONE AS PER CLAUSE NO. - 8.4 OF IRS CONCRETE BRIDGE CODE.

LONGITUDINAL SECTION DETAILS OF TOE WALL .R LY 14. TMT STEEL SHALL SATISFY/CONFIRM IS 1786-2008 (Fe-500).
S .E.C 15. MIX DESIGN SHALL BE APPROVED BY ENGINEER-IN-CHARGE.
16. NO CONSTRUCTION JOINT SHALL BE PROVIDED EXCEPT AS SHOWN WITHOUT PRIOR APPROVAL OF ENGINEER-IN- CHARGE
(SCALE 1:100)
KEY PLAN AND CONSTRUCTION JOINT SHALL BE PROPERLY TREATED.
17. SKIN REINFORCEMENT- 10 mm @ 200 C/C BOTH WAYS SHALL BE PROVIDED ON ALL EXPOSED SURFACES OF WING WALL
(NOT TO SCALE) AND RETURN WALL/FACE WALL.
18. MOUTH OF THE OLD BRIDGE AND NEW BRIDGE SHALL HAVE SMOOTH MATCHING FOR SMOOTH FLOW OF WATER.
19. PROPER SLOPE SHALL BE PROVIDED IN WEARING COAT AS PER NATURAL SITE CONDITION.
20. THE FLOOR JOINT BETWEEN OLD AND NEW BRIDGE SHALL BE SEALED BY SEALANT.
21. IF THE GAP BETWEEN OLD & NEW STRUCTURE EXISTS DUE TO SHIFTING OF C.L. OF TRACK OR OTHERWISE, IT SHALL BE
G.L.(RL=608.425)
AMBIKAPUR

FILLED WITH MASS CONCRETE OF SUITABLE SECTION.

22. TEMPORARY SPEED RESTRICTION, IF REQUIRED SHOULD BE IMPOSED DURING EXECUTION OF WORK TO SUIT AT SITE CONDITIONS.

SILTY SAND
23. THIS CERTIFIED THAT SOIL STRATA BELOW THE PROPOSED RCC BOX IS NON-ERODIBLE..
24. TOP OF SLAB OF BOX SHALL HAVE A WEARING COURSE IN A SLOPE OF 1 IN 40 TOWARDS OUTSIDE FOR PROPER DRAINAGE.
450 3100 225 1550
25. NECESSARY PROTECTION WORK SHALL BE PROVIDED BEFORE EXECUTION OF WORK.

HALF SECTION AND HALF ELEVATION

500
75 450 75 26. THE DIFFERENCE BETWEEN PROPOSED RL & PROPOSED FL HAS BEEN TAKEN AS 762 MM.
400 625 400 1750 1750 600 TH. WELL HAND 27. PROPER OUTLET ON D/S SIDE FOR DRAINAGE OF DISCHARGE WATER IS TO BE ENSURED.
150

150TH. COURSE PCC

C.L. OF PROP. RCC BOX
RCC-300MM Ø PILING PACKED BOULDER 28. BRIDGES LOCATED WITH DIFFERENCE IN FL FOR MORE THAN 30 CM, CENTRAL DRAIN WITH SUITABLE OPENING INSIDE
3150 3150

Bed Level 608.566

6300 FILLING BRIDGE IS TO BE PROVIDED TO AVOID STAGNATION OF RAIN WATER.

1
3100

3100

.5:
29. ALL RCC SURFACES COMING IN CONTACT WITH SOIL SHOULD BE PAINTED WITH BITUMEN OR COALTAR OF APPROVED
BACK FILL

150TH. W. C.
QUALITY @ 1.464 KG/SQM.

PE
800 MATERIALS

HIGHLY WEATHERED ROCK

LO
U TYOE CONNECTING WEEP 30. BALLAST CUSHION OF 350MM HAS BEEN CONSIDERED IN DESIGN.

1
WALL 31. ENGINEER-IN-CHARGE AT SITE SHOULD ENSURE THAT THE BEARING CAPACITY OF THE SOIL SHOULD BE NOT LESS THAN

1:
1550 HOLES

EN
FOUNDATION PRE SSURE.

TH T
BARREL LENGTH 7850

R NO
32. THE DIMENSIONS AS SHOWN IN THE DRAWING ARE TENTATIVE AND MAY BE MODIFIED AS PER DESIGN REQUIREMENT.

PE E
(SCALE 1:100)
425 350 B 350 33. SUITABLE CONSTRUCTION JOINT TO BE PROVIDED AT THE JUNCTION OF RETURN WALL AND BOX.

EE OP
A 34. DRAWING HAS BEEN PREPARED BASED ON APPROVED L-SECTION.

ST SL
TOE WALL
376
35. PROPER SAFETY MEASURE WILL BE ADOPTED DURING EXECUTION OF WORK TO SAVE THE EXISTING BRIDGE AND BANK.
1965

350
DN STREAM

2000

5500
UP STREAM BED LEVEL 36. CHECKING THE ADEQUACY OF STRENGTH OF EXISTING BRIDGES TO ALSO WITHSTAND LOADS FROM DOUBLING/MULTIPLE LINE
1220 2000 PROJECT IN THE VICINITY MAY ALSO BE ENSURED AS PER CRS SE CIRCLE LETTER NO. CRS/SEC/SECR/GEN/CORRES/725, DATED -

350
09.08.2021.
Direction of Flow 1200 37. (i) THIS DRAWING IS ONLY FOR APPROVAL OF GAD.
TOE WALL
(ii) TRANSITION SYSTEM OF APPROACH OF BRIDGE SHALL BE PROVIDED AS PER GE: R-50 (Rev-2).
350 350
(iii) PCE CIRCULAR NO 16(REVISED) VIDE LETTER NO SECR/HQ/ENGG/TC-IV/CE CIRCULAR /VOL-II, DATED 16.02.2023 FOR SAFETY

100 TH. COURSE PCC

DETAILS OF CONST. MATERIAL PRECAUTION AT WORK SITE SHALL BE FOLLOWED.
(iv) PROTECTION WORK WILL BE DONE AS PER RDSO LETTER. NO CBS/DB/DT:27.04.2017

PROP. FORM. LEV : 609.170

1
(v) DROP WALL / CURTAIN WALL /RETURN WALL / TOE WALL DETAILS SHOWN ARE TENTATIVE, THE SAME TO BE RECONFIRMED

1:
EN
M-35 WITH GT REPORT.

TH T
RCC BOX

R O
PE E N
EE OP
SECTION OF RETURN WALL MCC M-25

ST SL
GRADE OF STEEL Fe-500 OPERATION SCHEDULE
RCC-300MM Ø PILING
GRAPHICAL 1. TEMPORARY SPEED RESTRICTION OF 20 KMPH SHALL BE IMPOSED AS PER TEMPORARY SIGNAL AND SPEED
REFERENCE RDSO DRAWING NO. B-10155/1
REPRESENTATION OF RESTRICTION DIAGRAM AS PER LATEST IRPWM PARA 807 & 808 ANNEXURE-8.3. (IF REQUIRED AS PER SITE CONDITION).
MAX. FOUNDATION PRESSURE 200 KN/SQM
SOIL STRATA 2. EXCAVATION OF ENTIRE BARREL LENGTH WILL BE DONE.
BORIDAND

CLEAR COVER FOR REIF OF RCC BOX 50MM 3. P.C.C. WILL BE LAID FOLLOWED BY CASTING OF RCC. BOX.
4. AFTER CONSTRUCTION OF BOX/ RETURN WALL, EXISTING WING/RETURN WALL SHALL
CLEAR COVER FOR WING/RETURN WALL 50MM BE BURRIED BY BACK FILL MATERIALS AND SPEED WILL BE RESUMED TO NORMAL SECTIONAL SPEED.
RETURN WALL RCC> 3m. Ht. < MCC

BED LEVEL ABSTRACT OF SAFE BEARING CAPACITY (SBC)OF SOIL. TOE WALL
DROP WALL/CURTAIN WALL
M.C.C. (M-25)
CERTIFICATE
M.C.C. (M-25)
(FOR 2m. DEPTH) IT IS CERTIFIED THAT SOIL STRATA BELOW THE PROPOSED BOX IS
PLAN
NON-ERODIBLE
(SCALE 1:100) 1620 Safe Bearing SIGNATURE BLOCK
Recommended Allowable
SL. No. BH Reference Capacity in T/m2 Bearing Capacity
(Estimated From Rock CE/Con-II/BSP
in T/m2 Dy.CE/Con/SDL
Core Strength)
540 Dy.CE/Con/DES/BSP

250 250 250

AXEN/Con/Design/BSP
eq- v-@fu-@fcykliqj vkjs[k la[;k@C. E. /C./BSP's DRG. No.-
DETAILS OF CURTAIN / Br no-110, 36.76 36.76
DROP WALL
1.
Dy.CE/Con/SDL
PINK BOOK ITEM NO.-26 OF 2020 - 2021
Disgniation Name/Signature LOADING -25 TON LOADING - 2008
CL. OF PROP. RCC BOX BRIDGE DETAILS TABLE C/L BR.N0-110, SPAN-1X1.220M.

दक्षिण पूर्व मध्य रेलवे

450 BALLAST RETAINER Slab CH: 960186.50M.
S.NO DESCRIPTION EXISTING PROPOSED PROP. SPAN 1X1.220M RCC BOX
600 1920 600 225

INDICATOR
INDICATOR
.\SECR logo.png

SOUTH EAST CENTRAL RAILWAY

(DN LINE)
(DN LINE)
1x1.220 m RCC BOX

CAUTION
350 WEEP HOLES 75MM 1 SPAN ARRANGEMENT 1x1.220m SLAB

SPEED
350
BACK FILL 2 EXPOSURE CONDITION MODERATE MODERATE BAIKUNTHPUR
MATERIALS HAUNCH
200X200 3 SEISMIC ZONE ZONE III ZONE III S.E.C.RLY BOUNDARY eaMy & fcykliqj [kaM & cksjhMk.M
350 350 1200 4 ALIGNMENT CURVE CURVE(3.142°) DIVISION: BILASPUR SECTION: BRND-

T/G
T/P
LENGTH OF
T 1:1

20
1200
SL EP
ST

O LONGEST PASSENGER TRAIN

बोरीदंड अंबिकापुर दोहरीकरण परियोजना के दोहरीकरण के संबंध में नगर - बैकुंठपुर स्टेशन के
N EN GRADIENT
O ER

Fall 1 in 453 Fall 1 in 453

E

5
PE T

E H 800m OR LENGTH OF LENGTH OF

P
O RT 30m
N HE

LONGEST GOODS TRAIN

2000 SL PE
LONGEST GOODS TRAIN
O N

बीच चैनेज 960186.50 m. पर प्रस्तावित पुल नंबर 110 के विस्तार की सामान्य व्यवस्था
T

DN
orZeku ikV

E E 150TH. WEARING COURSE-M25 6 RAIL LEVEL 609.911 m 609.932 M EXISTING TRACK

ST
आरेख.
1
:1

350 7 FORMATION LEVEL 609.171 m 609.170 M

LENGTH OF 30m UP
LONGEST GOODS TRAIN 800m OR LENGTH OF

T/G
GAD OF PROP. EXTN. OF Br. No.- 110 AT CH: 960186.50 M, BETWEEN NAGAR

T/P
LENGTH OF LONGEST GOODS TRAIN

20
350 150TH. W. C. M25 1200 8 H. F. L 607.998 m 607.998 M LONGEST PASSENGER TRAIN

150TH. PCC-M10
- BAIKUNTHPUR ROAD STNS. IN CONNECTION WITH PROP. DOUBLING OF
9 BED LEVEL 607.840 m 607.620 M
Sand Filling PROP. TRACK BORIDAND - AMBIKAPUR BG DOUBLING PROJECT.

CAUTION
NAGAR

(UP LINE)
SPEED

INDICATOR
(UP LINE)
INDICATOR
150TH. PCC-M10 -
10 TRACK CENTRE 9.040 M

वर्तमान पाट - EXISTING SPAN -1 X1.220 m ''SLAB''

SAND FILLING
11 LOADING STANDARD - 25T LOADING
-
2070 12 VERTICAL CLEARANCE 0.822 M S.E.C.RLY BOUNDARY PROP. EXTNS. SPAN - 1 X 2.00 m "RCC BOX"
- 1.172 M
TYPICAL DETAILS 13 FREE BOARD
DRAWN BY:-
- 0.378 M
SECTION ON RCC BOX
14 WATER DEPTH
Speed Restriction Diagram SUCCESS TECHNOLOGY
- 607.958 M
15 SCOUR LEVEL (NOT TO SCALE) ( INDUSTRIAL PROJECT & CIVIL SURVEYORS )

Signature Not
Verified
Digitally signed by
PEEYUSH
RAMRAKHYANI
Date: 2025.05.05
18:16:39 IST
Reason: IREPS-CRIS
Location: New Delhi