CL OF BR. NO.

276 AT KM 879 /442

PINK BOOK ITEM NO - 53/2016-17
PROJECT ID : 05.04.15.16.1.37.002
NOTES :
1. EXISTING WORK SHOWN IN BLACK.
2. PROPOSED WORK SHOWN IN RED.
N.R BOUNDARY 3. WORK TO BE DISMANTLED SHOWN IN GREEN.
4. ALL DIMENSIONS ARE IN MM.
5 ALL WRITTEN DIMENSIONS ONLY TO BE FOLLOWED.
(DANDUPUR) (GAURA)
20.00 m 6. WEEP HOLES OF 100 Ø PVC/AC PIPES ARE TO BE PROVIDED AT 1000mm C/C BOTH VERTICALLY
C
L OF EXG.DN TRACK & HORIZONTALLY IN STAGGER IN RETURN WALL .
C
L OF PRO. UP TRACK C
L OF EXIST. DN TRACK 7. HIGH FLOOD LEVEL HAS BEEN KEPT AS OF EXISTING.
6000 8. MIN.SIZE OF RCC BOX HAS BEEN TAKEN.THEREFORE FORMATION LEVEL AND BED LEVEL HAVE
6000 BEEN CHANGED ACCORDINGLY.
C
L OF PRO.UP TRACK
LENGTH OF THE BOX = 6439 5600 6000 9. ONLY AFFECTED PORTION OF THE EXIST.BRIDGE WILL BE DISMANTLED.
400
SHEAR KEY
19.95 m 10. DETAIL OF EXISTING BRIDGE IS AS PER SITE.
300 500 5100 5500 500
1814 3925 11. PROTECTION WORK WILL BE DONE AS PER SITE CONDITION.

1200
1676 1676 12. FOR R.C.C DETAIL REFERRED TO NRHQE PLAN NO-2983-SB/2014.
RAIL LEVEL = 98.539 500 EXIST.RAIL LEVEL= 98.547 WEARING COAT M25 150TH N.R BOUNDARY 13. ALL RCC & CC WORK IS TO BE DONE WITH SPECIFICATION LAID DOWN IN IRS CODE.
150 RCC BOX 250TH
FORM. LEVEL = 97.801 EXIST.FORM. LEVEL = 97.877 PCC M15 150TH 14. GRADE OF CONCRETE :-

225
450
150 500 THK.BLANKETING MATERIAL SAND FILLING 300TH A. M-35 = FOR R.C.C WORK IN BOX.
568 EARTH FILL
SOIL B. M-25 = M.C.C WORK IN HEAD WALL , R/WALL , W/WALL AND COPING. .
FB-2079 250 FB=2155 SECTION OF SHEAR KEY
100 C. M-15 = FOR LEVELING COURSE
1350 1200 D. M-25 = FOR WEARING COURSE
H.F.L = 95.722 610 H.F.L = 95.722 KEY - PLAN 15. EXTRA CARE SHALL BE TAKEN TO ENSURE SAFETY OF RUNNING TRAIN, WHILE DISMANTLING OF
BED LEVEL = 95.442 250 EXIST.BED LEVEL = 95.442 NOT TO SCALE EXISTING WORK , EXCAVATION ,LAYING OF CC & RCC NEAR EXISTING STRUCTURE AND ITS
BRICK ON EDGE
FLOORING FOUNDATION.
WEARING COAT M25 150TH G.L G.L 16. THE STANDARD OF LOADING WILL BE 25 T - 2008.
PCC M15 150TH 17. BOULDER BACKING UNIFORMLY OF 60CM THICK LAYER ALONG THE RCC BOX AND HEAD WALL.
150 TH PCC SAND FILLING 300TH 18. BACK FILL AND FILTER MEDIA SHALL BE GRANULAR AS PER CLAUSE 7.5 OF IRS BRIDGE
75 TH PCC
SECTION "AA" SUB-STRUCTURE & FOUNDATION CODE.
19. RETAINING WALL / WING WALL / RETURN WALL SHOULD BE PROVIDED AS PER

BED LEVEL = 95.442

BED LEVEL = 94.932

FORM. LEVEL = 97.801

FORM. LEVEL = 97.801

RAIL LEVEL = 98.539

RAIL LEVEL = 98.539

FB-2079

H.F.L = 95.722
FB-2079
NRHQE PLAN-BM-01/GT/2021 DRAWING BY THIS OFFICE TO SUIT SITE.

H.F.L = 95.722
8mm Dia @ 200mm
bothsides
20. REINFORCEMENT DETAIL FOR PROPOSED RCC BOX WILL BE TAKEN FROM SAME SECTION
OR NEXT HIGHER SECTION MENTION IN RDSO APPROVED DRAWING.
C 21. SUITABLE CONSTRUCTION METHODOLOGY MAY BE ADOPTED FOR INSERTION OF RCC BOX
L OF EXIST. DN TRACK
TAKING CARE OF SAFETY OF EXISTING TRACK
CL OF PRO. UP TRACK
22. SHEET PILE SHALL BE DONE IF REQUIRED

1450 2359
23. CURTAIN WALL/DROP WALL SHALL BE PROVIDED AS PER LETTER NO.MISC/DOP/BRIDGE DATE
N.R BOUNDARY

N.R BOUNDARY
6000 10mm @ 200mm C/C
13.04.2020.
24. ALL BOX SHALL BE PAINT WITH BITUMEN PAINT AFTER CASTING

2359
738

740
25. DEPTH OF HEAD WALL AS PER IRBM

AS PER DRAWING

AS PER DRAWING
8mm Dia @200mm C/C
with conc, of M25
400 5600 6000 26.GEO DRAIN AND PVC PIPE WOULD BE ADDED IF REQUIRED.
PCC M15
27.GEO-MEMBRANE TO BE PROVIDED AT JUNCTION BOX.

1200
907
250

1200
GRANULAR MATERIAL

250
907
DETAIL OF STRUCTURAL DESIGN
D 500 5100 5500 500 OF DROP/ CURTAIN WALL
300 1463

L OF BRIDGE
4576 150 150
1000

SECTIONAL ELEVATION

SECTIONAL ELEVATION
:1
L OF BRIDGE
1450

1
PE
O
1450

SL
600 R 600
30

(D - D)
(B - B)
U/S 48 250 D/S 250 250 BED LEVEL=94.932

6048
6048
1000

1000
500

HAUNCH
500

HAUNCH
200x200

200x200

1000
610 4250

750
A 250 GEO-MEMBRANE A

300 TH. SAND FILLING

SECTION OF WING WALL (DIM. SECTION OF RETAINING WALL
1524

600 610 DIA. PIPE AS PER DRG NO.NRHQE PLAN (DIM. AS PER DRG NO.NRHQE

500 THK.BLANKETING MATERIAL

SOIL

300 TH. SAND FILLING

150 TH. PCC

150 TH. PCC

250 TH. RCC BOX

250 TH. RCC BOX

150 TH. WEARING COAT

150 TH. WEARING COAT

NO BM-01/GT/2021 PLAN NO BM-01/GT/2021

150 TH.COPING
1450

:1
1
PE
N.R.H.Q.E (P) PLAN NO :

O
SL
150 150

BOULDER BACKING
GRANULAR MATERIAL
500 THK.BLANKETING MATERIAL
SOIL
600 BOULDER BACKING D

75 TH. PCC
FACE OF EXISTING BRIDGE 50MM N.R DY.C.E/C/LKO PLAN NO :
CHISELING DURING CONSTRUCTION OF
NEW BRIDGE.

NORTHERN RAILWAY
DOWELLING 12MM @300MM
C/C BOTH WAYS ON FACE
WALL ONLY. DRAWING OFFICE / CONST. / LUCKNOW
PLAN
(DETAILS OF JUNCTION ARRANGEMENT) LUCKNOW DIVISION

BRIDGE NO.276 (1 X 0.61 M PIPE) AT KM 879/442 TO BE

EXISTING PROPOSED
BRIDGE KILOMETRE DISCHARGE EXTENDED AS (1 X 1.00 X 1.35 M ) RCC BOX
TRACK TO HEIGHT OF RAIL FORMATION BED H.F.L / FREE SIZE OF RAIL FORMATION BED FREE HEIGHT OF HEIGHT OF LENGTH OF LENGTH OF REMARK
NO SPAN (IN CUMECS)
FACE OF BR BRIDGE LEVEL LEVEL LEVEL F.S.L BOARD R.C.C BOX LEVEL LEVEL LEVEL BOARD BRIDGE WING WALL WING WALL R.C.C BOX IN C/W OF DOUBLING BETWEEN AMETHI - JANGHAI
AXEN/BD Dy. CE/BD CBE
1 X 610 1 X 1000 X 1350 BALANCING SECTION OF LUCKNOW DIVISION
276 879/442 5600 2465 98.547 97.877 95.442 95.722 2155 98.539 97.801 95.442 2079 2359 1450 3048 2079 CULVERT
PIPE RCC BOX
GENERAL ARRANGEMENT PLAN
(RAKESH KUMAR) (V. K . GARG)
FEASIBILITY HAS BEEN CHECKED AND FOUND FEASIBLE XEN/C/D-I Dy. CE/C/D-I CPM
SCALE :- 1:100
FILE NO :-
CALCULATION NO :-
SSE /C/W/LKO SSE /W/PBH AXEN/C-II/PBH ADEN/PBH M/S DESIGN POINT/DESIGN DIRECTOR (SATYA KISHOR) (PAVAS YADAV) (MONU DHANKHAD) (BHAVIK BAMNIYA) (O. P. TIWARI) (RANJEET KUMAR) (MANISH THAPLYAL)
CANCELLED NO :-
DESIGN DIRECTOR SSE /C/W/LKO ADEN/PBH AXEN/C-II/LKO Dy.CE/C-V/LKO Dy.CEE/C/LKO Sr. DEN- II/LKO Sr. DEE/TRD/LKO Sr. DEN/C/LKO DRM