AL P1 P2 P3 P4 P5 AR UCHCHHAL NIZAR

CL OF BRG CL OF BRG CL OF BRG CL OF BRG CL OF BRG

CL OF EJ CL OF EJ CL OF EJ CL OF EJ CL OF EJ CL OF EJ CL OF BRG
UCHCHHAL CL OF BRG CL OF BRG CL OF BRG CL OF BRG CL OF BRG CL OF BRG CL OF EJ

W
NIZAR
20000 39100 C/C OF EJ 39100 C/C OF EJ 39100 C/C OF EJ 39100 C/C OF EJ 39100 C/C OF EJ 39100 C/C OF EJ 20000

900
900

900
900

900
900

900
900

900
900

NESU
900 37300 C/C OF BRG 37300 C/C OF BRG 37300 C/C OF BRG 37300 C/C OF BRG 37300 C/C OF BRG 37300 C/C OF BRG 900

N
S
CRASH BARRIER / RAILING

D/S
100mm THK. WEARING COAT 100mm THK. WEARING COAT 100mm THK. WEARING COAT 100mm THK. WEARING COAT 100mm THK. WEARING COAT 100mm THK. WEARING COAT

RIVER
WEEP HOLES APPROACH SLAB APPROACH SLAB WEEP HOLES
SLOPE 240mm DECK SLAB 240mm DECK SLAB 240mm DECK SLAB FRL 240mm DECK SLAB FRL : 112.720
240mm DECK SLAB 240mm DECK SLAB SLOPE

E
EXISTING BRIDGE

1.5
1 ABUTMENT CAP ABUTMENT CAP
PSC GIRDER PIER CAP PSC GIRDER PIER CAP PSC GIRDER PIER CAP PSC GIRDER PIER CAP PSC GIRDER PSC GIRDER 1.5
PIER CAP
UKAI DAM HFL : 106.990 1 PITCHING AS
WEEP HOLES WEEP HOLES PROPOSED BRIDGE
PER DETAILS
PITCHING AS PIER PIER PIER PIER PIER
ABUTMENT UKAI DAM FULL RESERVOIR RL : 105.156
PER DETAILS AL P1 P2 P3 P4 P5 AR
ABUTMENT
PILE CAP TOP PILE CAP TOP PILE CAP TOP PILE CAP TOP PILE CAP TOP
TOE WALL PILE CAP TOP TOE WALL
RL: 102.600 RL: 102.600 RL: 102.600 RL: 102.600 RL: 102.600
RL: 102.250
RETAINING WALL RIDING PILE CAP PILE CAP PILE CAP PILE CAP PILE CAP RIDING RETAINING WALL
PILE CAP BOTTOM PILE CAP BOTTOM PILE CAP BOTTOM PILE CAP BOTTOM PILE CAP BOTTOM PILE CAP BOTTOM RETURN
RETURN RL: 100.000 RL: 100.000 RL: 100.000 RL: 100.000 RL: 100.000 RL: 100.000

U/S
HFL : 94.634

8mm THK. MS LINER

KEY PLAN
UKAI DAM CREST RL : 91.135
RIVER BED PROFILE
8mm THK. MS LINER
SCHEDULE OF CO-ORDINATES REFERENCES (LATEST REVISION)
· 1/2............ GENERAL ARRANGEMENT DRAWING (BRIDGE PORTION)(SHEET 2 OF 2)
MARK EASTING NORTHING · 2............... GENERAL ARRANGEMENT DRAWING (APPROACH PORTION)
CD1 377396.4942 2351668.6043
8mm THK. MS LINER 8mm THK. MS LINER 8mm THK. MS LINER 8mm THK. MS LINER 8mm THK. MS LINER
STRUCTURE AND OTHER DATA:-
CD2 377399.7206 2351707.5710
(PERMANENT LINER) 1. SPAN ARRANGEMENT 6 SPANS OF 39.10M C/C OF PIER
CD3 377402.9470 2351746.5376 2. SUB STRUCTURE PILE FOUNDATION, R.C.C. PIERS, R.C.C ABUTMENT,
CD4 377406.1734 2351785.5043 R.C.C. PIERCAP, R.C.C. RETAINING WALL
3. BEARINGS POT-PTFE BEARING
CD5 377409.3998 2351824.4709 4. SUPER STRUCTURE P.S.C. GIRDER, R.C.C. DECK SLAB AND DIAPHRAGM
ROCK PROFILE CD6 377412.6262 2351863.4376 5. WEARING COAT 100mm THK. RCC WEARING COAT (M40)
6. EXPANSION JOINT 80mm STRIP SEAL EXPANSION JOINT
CD7 377415.8526 2351902.4042
7. WATER SPOUTS AT 5.0m C/C
8. RAILINGS RCC CRASH BARRIER AS MENTIONED

1500 DIA. BORED 1500 DIA. BORED 1500 DIA. BORED 1500 DIA. BORED 1500 DIA. BORED HYDRAULIC DATA:-
CAST IN-SITU PILE CAST IN-SITU PILE CAST IN-SITU PILE CAST IN-SITU PILE CAST IN-SITU PILE
1500 DIA. BORED 1500 DIA. BORED 1. CATCHMENT AREA : 692.500 Sq.Km.
CAST IN-SITU PILE CAST IN-SITU PILE 2. DESIGN DISCHARGE : 3576.90m3/sec
(126317.150 CUSECS)
3. HFL (BY DISCHARGE) : 94.634m
4. AHFL (BY DISCHARGE) : 94.775m
5. RUGOSITY COEFFICIENT : 0.045
6. VELOCITY : 5.723 m/sec.
PILE TERMINATION PILE TERMINATION PILE TERMINATION PILE TERMINATION PILE TERMINATION PILE TERMINATION PILE TERMINATION
RL: RL: RL: RL: RL: RL: RL:
UKAI DAM DATA:-
1. HFL : 106.990m
2. FRL : 105.156m
FORMATION LEVEL (m) 112.580 112.699 112.720 112.720 112.720 112.720 112.720 112.720 112.720 112.720 112.720 112.720 112.720 112.720 112.720 112.677 112.559
3. CREST RL : 91.135m
GROUND/RIVER BED LEVEL (m) 99.931 100.385 100.530 100.437 100.324 100.300 94.495 90.670 88.687 90.011 94.399 100.303 100.353 100.490 100.577 100.830 101.383 4. MDDL : 84.000m
CHAINAGE (km) 00+120.000 00+130.000 00+131.798 00+140.000 00+150.00000+151.798 00+190.898 00+229.998 00+269.098 00+308.198 00+347.298 00+386.39800+390.000 00+400.000 00+406.398 00+410.000 00+420.000

NOTES:-
SECTIONAL ELEVATION OF NEW BRIDGE GENERAL:
( SCALE - 1 : 250) 1. ALL DIMENSIONS ARE IN MILLIMETER AND LEVELS ARE IN METER UNLESS OTHERWISE
MENTIONED.
2. DIMENSIONS SHALL NOT BE SCALED OFF FROM THE DRAWING. ONLY WRITTEN
CL OF BRG CL OF BRG CL OF BRG CL OF BRG CL OF BRG DIMENSIONS SHALL BE FOLLOWED.

D/S
CL OF EJ CL OF EJ CL OF EJ CL OF EJ CL OF EJ CL OF EJ CL OF BRG 3. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH OTHER RELATED DRAWINGS.
CL OF BRG CL OF BRG CL OF BRG CL OF BRG CL OF BRG CL OF BRG CL OF EJ
20000 39100 C/C OF EJ 39100 C/C OF EJ 39100 C/C OF EJ 39100 C/C OF EJ 39100 C/C OF EJ 39100 C/C OF EJ 20000 MATERIAL:

900
900

900
900

900
900

900
900

900
900
4. GRADE OF CONCRETE SHALL BE AS FOLLOWS:
900 37300 C/C OF BRG 37300 C/C OF BRG 37300 C/C OF BRG 37300 C/C OF BRG 37300 C/C OF BRG 37300 C/C OF BRG 900 PILE AND PILECAP = M40, PIER AND PIER CAP = M40,
ABUTMENT, RETURN WALL, DIRT WALL, RETAINING WALL AND RAFT = M40,
APPROACH SLAB = M30, CRASH BARRIER = M40, WEARING COAT = M40,
UCHCHHAL PSC-GIRDER = M50, DIAPHRAGM AND DECK SLAB = M50, PEDESTAL = M40,
NIZAR PCC LEVELLING COURSE = M15 UNLESS OTHER WISE MENTIONED.
EXISTING BRIDGE EXISTING BRIDGE EXISTING BRIDGE EXISTING BRIDGE 5. REINFORCEMENT SHALL BE OF HYSD (TMT) FBEC/CRS BARS OF FE 550D, CONFORMING TO
IS-1786 (LATEST REVISION).
6. BACK FILL MATERIAL BEHIND ABUTMENT WALL, RETAINING WALL SHALL BE OF
COHESIONLESS (C=0 AND PHY = 30 DEGREE) CONFORMING TO APPENDIX:6, IRC-78:2014.
7. PRE-MOULDED EXPANSION JOINT FILLER SHALL BE USED TO FILL SEPARATION GAP AT
RETURNWALL, ABUTMWNT, RETAINING WALL..

CONSTRUCTION:
FEELING BETWEEN EXISTING
CL OF PROPOSED ROAD /

8. THIS DRAWING IS RELEASED FOR THE PURPOSE OF TENDER ONLY. THIS DRAWING SHALL
5000

FEELING BETWEEN EXISTING

GAP

AND NEW BRIDGE 1500 DIA. BORED 1500 DIA. BORED 1500 DIA. BORED BE USED TO UNDERSTAND THE EXTENT OF WORK, TYPE/MATERIAL OF CONSTRUCTION
AND NEW BRIDGE
CAST-IN-SITU RCC PILE CAST-IN-SITU RCC PILE CAST-IN-SITU RCC PILE
500

1500 DIA. BORED PSC GIRDER RCC PSC GIRDER RCC PSC GIRDER RCC EXPECTED AND TO WORK OUT CONSTRUCTION METHOD AND SCHEDULE ETC.
CARRIAGE WAY

CAST-IN-SITU RCC PILE BEARING CRASH BARRIER BEARING BEARING CRASH BARRIER BEARING BEARING CRASH BARRIER BEARING DIMENSIONS, LEVELS, THICKNESS GIVEN ARE TENTATIVE AND MAY CHANGE AT THE TIME
OF EXECUTION.
PCC PCC PCC PCC 9. PILE AND PILECAP LEVELS & SIZE SHOWN ARE TENTATIVE, AND MAY BE CHANGE DURING
RETAINING WALL DETAILED DESIGN.
4500
RETAINING WALL PIER CAP PIER CAP PIER CAP PIER CAP PIER CAP ABUTMENT CAP APPROACH 10. THE WORK SHALL BE EXECUTED IN ACCORDANCE WITH MOST'S SPECIFICATION FOR
SLAB ROAD AND BRIDGE WORKS AND IRC CODE PROVISIONS UNLESS OTHERWISE
7500

PILE CAP PILE CAP PILE CAP PILE CAP

SPECIFICALLY MENTIONED.
10375

PEDESTAL INTERMEDIATE INTERMEDIATE PEDESTAL PEDESTAL INTERMEDIATE INTERMEDIATE PEDESTAL PEDESTAL INTERMEDIATE INTERMEDIATE PEDESTAL
DIAPHRAGM DIAPHRAGM DIAPHRAGM DIAPHRAGM DIAPHRAGM DIAPHRAGM 11. NECESSARY SUITABLE SHORING AND STRUTTING SHALL BE PROVIDED FOR CASTING OF
1500 DIA. BORED ABUTMENT WALL DIRT STRUCTURAL MEMBERS AND OTHER PLACE WHEREVER REQUIRED TO PROTECT
RCC PIER RCC PIER RCC PIER
CAST-IN-SITU WALL EXISTING BRIDGE COMPONENT OR OTHRE STRUCTURE.
RCC PILE RETAINING WALL END DIAPHRAGM END DIAPHRAGM END DIAPHRAGM END DIAPHRAGM END DIAPHRAGM END DIAPHRAGM 12. WEEP HOLES OF 100mm DIA @ 1000C/C SHOULD BE PROVIDED STAGGERED BOTH
450
RETAINING WALL VERTICALLY AND HORIZONTALLY IN RETAINING/ WING/ RETURN WALL/ ABUTMENT WALL.
1500 13. A CLEAR VERTICAL CONSTRUCTION JOINT SHALL BE PROVIDED AT THE JUNCTION OF
ABUTMENT AND RETAINING WALL AND AT THE VERTICAL SECTIONS WHERE THERE IS
STEPPING UP IN FOUNDATION LEVELS OR CHANGES IN CROSS SECTION OF RETAINING
425

RCC RAILING DRAINAGE SPOUT RCC RAILING DRAINAGE SPOUT RCC RAILING DRAINAGE SPOUT
RETURN WALL.
RCC CRASH BARRIER RCC CRASH BARRIER RCC CRASH BARRIER WALL 14. BORE LOGS ARE REPRODUCED FROM THE GEOTECHNICAL INVESTIGATION REPORT FROM
HALF BOTTOM PLAN HALF TOP PLAN
RETURN M/S MATTEST ENGINEERING SERVICES. REPORT NO. MES/Surat/20240331002/012.

U/S
WALL 15. THE PILE CAPACITY AT THE FOUNDATION LEVELS IS CONSIDERED AS PER GEOTECH
REPORT MENTIONED IN NOTE-14.
TOE WALL TOE WALL 16. MAXIMUM BASE PRESSURE AT FOUNDING LEVEL OF RETAINING WALL IS 35.0 T/SQ.M.
17. BACKFILLING AT ABUTMENT SHALL BE DONE BEFORE CASTING OF SUPERSTRUCTURE.
18. INITIAL PILE LOAD TEST SHALL BE CARRIED OUT PRIOR TO EXECUTION OF ACTUAL PILE.
P1 P2 P3 P4 P5

SIGN: SIGN:
AL HALF TOP PLAN AT DECK LEVEL HALF BOTTOM PLAN AT FOUNDATION LEVEL AR
( SCALE - 1 : 250) ( SCALE - 1 : 250)

Deputy Executive Engineer, Executive Engineer,

Uchchhal (R&B) Sub-Division Tapi (R&B) Division

W
D/S

Uchchhal Vyara

N
NESU

S
FOR TENDER PURPOSE
RIVER

E
REVISION
PARTICULARS
NO. DATE

R0 04/02/2025 FOR TENDER PURPOSE

BH6 BH1 R1 21/07/2025 REVISED AS PER R&B DESIGN CIRCLE OBSERVATIONS

BH7 BH4 BH3
BH5 BH2 THIS DRAWING IS THE PROPERTY OF MATTEST ENGINEERING SERVICES AND MUST BE
CD1 CD7 RETURNED ON REQUEST. IT IS SUBMITTED AS CONFIDENTIAL INFORMATION IN CONNECTION
CD2 CD3 CD4 CD5 CD6 WITH THE ENQUIRY, TENDER ORDER OR CONTRACT. IT IS NOT TO BE USED FOR ANY OTHER
PURPOSE OR ORDER NOR MAY IT BE COPIED OR LENT WITHOUT OUR AUTHORITY IN WRITING.

PROJECT NO. GENERAL ARRANGEMENT DRAWING

TITLE
(BRIDGE PORTION)(SHEET 1 OF 2)

DRAWN BY
U/S

VIVEK PARMAR MAJOR BRIDGE ACROSS RIVER NESU,

AT CH : 17/4 TO 17/6 KM.
CHECKED BY NAME ON UCHCHHAL NIZAR ROAD
OF KM. 0/0 TO 74/4 (SH-80)
BRIJESH KUNJALIYA WORK IN THE STATE OF GUJARAT
APPROVED BY
AL P1 P2 P3 P4 P5 AR RAKESH GEVARIYA
REF.DRG.NO. -
0+140.00

0+160.00

0+180.00

0+200.00

0+220.00

0+240.00

0+260.00

0+280.00

0+300.00

0+320.00

0+340.00

0+360.00

0+380.00

0+400.00
SCALE NTS THE DEPUTY EXECUTIVE ENGINEER,
CLIENT UCHCHHAL (R&B) SUB DIVISION, UCHCHHAL .
DATE 21/07/2025
DRG.NO. REV. MATTEST ENGINEERING SERVICES
A-39,40,41, City Industrial Estate, Udhana Navsari Road,

BOREHOLE BH-01 BORELOG LOCATION BOREHOLE BH-02 BOREHOLE BH-03 BOREHOLE BH-04 BOREHOLE BH-05 BOREHOLE BH-06 BOREHOLE BH-07 1/1 R1 Near Swaminarayan Temple, Surat, 394210
Ph. No. 0261-2272261
 CL OF EXISING BRIDGE CL OF NEW BRIDGE CL OF EXISING BRIDGE CL OF NEW BRIDGE CL OF NEW BRIDGE

EXISTING BRIDGE 5000 10375 EXISTING BRIDGE 5000 10375

CL OF EJ
CLEAR GAP 450 CLEAR GAP 450
500 7500 1500 425 CL OF BRG 500 7500 1500 425
CRASH BARRIER CRASH BARRIER 50m LONG EXTRUDED BIAXIAL 50m LONG EXTRUDED BIAXIAL
(CARRIAGEWAY) FOOTPATH
POLYPROPYLENE GEOGRID 30KN POLYPROPYLENE GEOGRID 30KN
RHS RHS IN FULL FORMATION WIDTH IN FULL FORMATION WIDTH
FRL:112+720 FRL:112.720 100 THICK 100 THK. PCC 80 EXPANSION GAP FRL:112+720 FRL:112.720 100 THICK 100 THK. PCC 80 EXPANSION GAP 50000 4500 4500 50000
CRASH eR % WEARING COAT RCC RAILING WEARING COAT CRASH eR % WEARING COAT RCC RAILING WEARING COAT
FRL FRL APPROACH SLAB APPROACH SLAB
BARRIER BARRIER
240 THK. 240 THK. 300 300
DECK SLAB DECK SLAB 300 300
300 THK.
PRECAST 150 150
APPROACH SLAB

3073

3073
PRECAST 600 1500 150 150 1500 600

2726
GIRDER

3410
150 THICK 150 THICK
GIRDER 150 THICK PCC (M15) PCC (M15) PCC (M15) 150 THICK PCC (M15)

POT-PTFE BEARING 300 THICK POT-PTFE BEARING

(TYP.)

(TYP.)
FILLING MATERIALC=0, FILLING MATERIALC=0,

600

600
DIRT WALL

493

493
429

429
PEDESTAL PEDESTAL PHY=30 DEG(NO COHESIVE SOIL) PHY=30 DEG(NO COHESIVE SOIL)
364 300 RL : 109.222 WEEP HOLES POT-PTFE BEARING 364 300 RL : 109.222 POT-PTFE BEARING PEDESTAL

600

600
850 900 900 850

800 700

800 700
1325 2575 2575 2575 1325 640 PEDESTAL 912.5 2575 2575 2575 912.5

1500

1500
ABUTMENT CAP 150 PIER CAP EXTRUDED BIAXIAL EXTRUDED BIAXIAL
900 THK. ABUTMENT CAP POLYPROPYLENE POLYPROPYLENE
WIRE MESH
RETURN WALL PIER CAP GEOGRID GEOGRID
1150 1200 1150 (REFER NOTE) (REFER NOTE)
ABUTMENT 2675 150 4200 2675
UKAI DAM HFL : 106.990 UKAI DAM HFL : 106.990 3500
9550
600 THICK FILTER MEDIA 100mm DIA PVC PIPE
WEEP HOLES
CONFORMING TO (WEEP HOLES) AT
RCC ABUTMENT CLAUSE 2.1 OF APPENDIX-6 1.00m c/c STAGGERED RCC PIER RCC PIER
OF IRC:78-2014
UKAI DAM FULL RESERVOIR RL : 105.156 UKAI DAM FULL RESERVOIR RL : 105.156

10375 4200
2462.5 5187.5 5187.5 2462.5 PILE CAP 4250 1200 5450 PILE CAP 4050 600 3000 600 4050 2925 1200 2925
PILE CAP
TOP RL:102.250 TOP RL:102.250 TOP RL:102.600
7050
15300
10900
2250

2250
PILE CAP PILE CAP

2600

2600
12300 PILE CAP
PILE CAP PILE CAP BOTTOM
BOTTOM RL:100.00 RL: 100.000 PILE CAP
BOTTOM RL:100.00
900 4500 4500 4500 900 900 4550 4550 900 100 THICK PCC M15
100 THK. PCC M15
15300
10900 100 THK. PCC M15 EXISTING GROUND LEVEL EXISTING GROUND LEVEL
900 5250 5250 900 900 2625 2625 900 NATURAL SOIL REPLACEMENT REQUIRED NATURAL SOIL REPLACEMENT REQUIRED
IF S.B.C. < 10 T/SQ.M IF S.B.C. < 10 T/SQ.M
5250

8mm THK. MS LINER 8mm THK. MS LINER

1500 DIA. BORED
CAST-IN-SITU
1500 DIA. BORED 1500 DIA. BORED RCC PILE
CAST-IN-SITU CAST-IN-SITU
RCC PILE RCC PILE
SECTION A-A SECTION B-B
HFL : 94.634 HFL : 94.634 LONGITUDINAL SECTION APPROACH PORTION LONGITUDINAL SECTION APPROACH PORTION
( SCALE - 1 : 75 ) ( SCALE - 1 : 75 )

SPECIAL NOTES:-

(A) THE FOLLOWING TECHNICAL PROVISIONS SHALL BE STRICTLY APPLIED TO AVOID

SETTLEMENT PROBLEMS IN THE CONSTRUCTION OF APPROACH SLABS.
(1) GEOGRID SHALL BE USED IN THE CONSTRUCTION OF EMBANKMENT BELOW THE
APPROACH SLAB. IN WHICH THE TYPE OF GEOGRID AND THE THICKNESS OF THE
LAYER SHOULD BE TAKEN AS FOLLOWS:-
I. HEIGHT UP TO 3.0 M - EXTRUDED BIAXIAL POLYPROPYLENE GEOGRID 30 KN AND
UKAI DAM CREST RL : 91.135 UKAI DAM CREST RL : 91.135
LAYER THICKNESS 0.75 M.
II. ABOVE 3.0 M AND UP TO 6.0 M HEIGHT-EXTRUDED BAXIAL POLYPROPYLENE
GEOGRID 30 KN AND LAYER THICKNESS 0.6 M.
III. ABOVE 6.0 M AND UP TO 9.0 M IN HEIGHT
a) FROM BASE TO 6.0 M - EXTRUDED BAXIAL POLYPROPYLENE GEOGRID 40KN AND
LAYER THICKNESS 0.6 M.
b) ABOVE 6.0 M AND UP TO 9.0 M HEIGHT EXTRUDED BIAXIAL POLYPROPYLENE
RIVER BED RL : 88.687 RIVER BED RL : 88.687 GEOGRID 30KN AND LAYER THICKNESS 0.75 M.
IV. ABOVE 9.0 M AND UP TO 12.0 M IN HEIGHT
a) FROM BASE TO 8.0 M - EXTRUDED BIAXIAL POLYPROPYLENE GEOGRID 40KN AND
LAYER THICKNESS 0.6 M.
b) ABOVE 8.0 M AND UP TO 12.0 M - EXTRUDED BIAXIAL POLYPROPYLENE GEOGRID
40KN AND LAYER THICKNESS 0.75 M.
V. HEIGHT ABOVE 12.0 MTRS - TECHNICAL GUIDANCE SHOULD BE SOUGHT AFTER
SCOUR / ROCK RL SCOUR / ROCK RL CONSULTING DESIGN (R&B) CIRCLE.
(2) SBC ON THE APPROACH SIDE OF THE BRIDGE. IN CASE IT IS LESS THAN 10
TON/SQ.M, REMOVING EXISTING SOIL GEOGRID AND SAND LAYER AS PART OF SOIL
IMPROVEMENT TILL GOOD SOIL AS PER SITE CONDITION AS MENTIONED ABOVE
POINT NO (1) HAS TO BE DONE.
(3) NON-COHESIVE SOIL SHOULD BE USED AS FILLING MATERIAL. IN WHICH SOIL WITH
PARAMETERS C=0 AND Ø=30 DEGREE MUST BE TAKEN.
(4) NECESSARY WEEP HOLES AND FILTER MEDIA SHALL BE PROVIDED IN THE
ABUTMENT AND SIDEWALL AS PER THE DESIGN.
(5) THE GENERAL ARRANGEMENT OF CONSTRUCTION OF APPROACH SLAB IS SHOWN IN
THE D, THE DETAILS OF WHICH ARE TO BE IMPLEMENTED DURING CONSTRUCTION.
(B) THE FOLLOWING TECHNICAL PROVISIONS SHALL NECESSARILY APPLY IN THE
CONSTRUCTION OF APPROACH EMBANKMENTS.
(1) IN THE CONSTRUCTION OF THE APPROACH, THE APPROACH SLAB SHALL BE LAID AT
BOTH ENDS. FOR A LENGTH OF 50 M GEOGRID BELOW THE ASPHALT LAYER, ABOVE
THE WMM/WBM LAYER. IN WHICH EXTRUDED BAXIAL POLYPROPYLENE GEOGRID OF
30 KN CAPACITY HAS TO BE PLACED IN THE TOTAL WIDTH OF THE FORMATION AND
50 METERS IN LENGTH.
(2) APPROACH DUE TO GEOGRID SHALL NOT CAUSE ANY CHANGE IN OTHER ITEMS OF
PILE PILE PILE PILE CONSTRUCTION ALSO. THE ABOVE GEOGRID SHOULD BE CONSIDERED ONLY AS A
TERMINATION RL TERMINATION RL TERMINATION RL TERMINATION RL SOLUTION TO SOLVE THE SETTLEMENT PROBLEM AND IMPROVE THE RIDING
CROSS SECTION AT ABUTMENT QUALITY.
CROSS SECTION AT ABUTMENT ( SCALE - 1 : 100) CROSS SECTION AT PIER CROSS SECTION AT PIER
( SCALE - 1 : 100) CL OF EXPANSION JOINT ( SCALE - 1 : 100) ( SCALE - 1 : 100)
TRAFFIC
DIRECTION CL OF BRG PCC

900
2463

CL OF BRG
TRAFFIC CL OF EXPANSION JOINT
DIRECTION
CL OF BRG
SIGN: SIGN:
900

4500

900
1500 1500
1500 DIA. BORED 1500 DIA. BORED CAST ROUGH CAST ROUGH
RETURN WALL CAST-IN-SITU CAST-IN-SITU

150

150 150
RCC PILE RCC PILE
77
500 Deputy Executive Engineer, Executive Engineer,
CL OF NEW BRIDGE

50 50 Uchchhal (R&B) Sub-Division Tapi (R&B) Division

SCHEDULE PILE LEVELS : 50 175 175 Uchchhal Vyara

5250
PILE 587.5 325 587.5 587.5 325 587.5
1200

CL OF NEW BRIDGE
SCOUR RL (m) TERMINATION RL RCC ABUTMENT

600
(m)
FOR TENDER PURPOSE
10375

15300
SCHEDULE OF CO-ORDINATES

4500
8575

AL 85.021 74.800 RCC PIER

1100

MARK EASTING NORTHING

1200

P1 79.496 68.900

1700
RCC PILE CAP

12300

4200
3000
CD1 377396.4942 2351668.6043

2500

2500
P2 79.496 66.600 REVISION
PARTICULARS
CD2 377399.7206 2351707.5710 NO. DATE

2273
287.5 287.5 287.5 287.5
P3 79.496 66.100 CD3 377402.9470 2351746.5376
100 R0 04/02/2025 FOR TENDER PURPOSE
P4 79.496 66.000 100 CD4 377406.1734 2351785.5043 RCC PILE CAP
R1 21/07/2025 REVISED AS PER R&B DESIGN CIRCLE OBSERVATIONS

600
P5 79.496 71.300 CD5 377409.3998 2351824.4709
THIS DRAWING IS THE PROPERTY OF MATTEST ENGINEERING SERVICES AND MUST BE
CD6 377412.6262 2351863.4376 RETURNED ON REQUEST. IT IS SUBMITTED AS CONFIDENTIAL INFORMATION IN CONNECTION
AR 85.021 73.300

5250
4250 WITH THE ENQUIRY, TENDER ORDER OR CONTRACT. IT IS NOT TO BE USED FOR ANY OTHER
CD7 377415.8526 2351902.4042 PURPOSE OR ORDER NOR MAY IT BE COPIED OR LENT WITHOUT OUR AUTHORITY IN WRITING.
PCC
4500

DETAILS OF CRASH BARRIER

900

200
PROJECT NO. GENERAL ARRANGEMENT DRAWING
TITLE
( SCALE - 1 :30 ) (BRIDGE PORTION)(SHEET 2 OF 2)

DRAWN BY

300
REFERENCES (LATEST REVISION) VIVEK PARMAR MAJOR BRIDGE ACROSS RIVER NESU,
2463

AT CH : 17/4 TO 17/6 KM.

· 1/1............ GENERAL ARRANGEMENT DRAWING CHECKED BY NAME ON UCHCHHAL NIZAR ROAD
RCC PILE 900 900 OF
(BRIDGE PORTION)(SHEET 1 OF 2)

900
KM. 0/0 TO 74/4 (SH-80)
BRIJESH KUNJALIYA WORK
900

· 2............... GENERAL ARRANGEMENT DRAWING IN THE STATE OF GUJARAT

END SECTION MID SECTION (APPROACH PORTION) APPROVED BY
900 2625 2625 900 NOTES:- RAKESH GEVARIYA
750 4550 4550 900 7050 (AREA = 2.363 SQ M) (AREA = 1.307 SQ M)
1. ALL DIMENSIONS ARE IN MILLIMETER AND LEVELS ARE IN METER UNLESS REF.DRG.NO. -
4250 1200 5450
PLAN OF PIER AND PILECAP CROSS SECTION OF PRECAST GIRDER OTHERWISE MENTIONED. SCALE NTS THE DEPUTY EXECUTIVE ENGINEER,
10900 ( SCALE - 1 : 25 ) 2. DIMENSIONS SHALL NOT BE SCALED OFF FROM THE DRAWING. ONLY CLIENT UCHCHHAL (R&B) SUB DIVISION, UCHCHHAL .
( SCALE - 1 :100 ) DATE 21/07/2025
WRITTEN DIMENSIONS SHALL BE FOLLOWED.
3. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH OTHER DRG.NO. REV.
ABUTMENT PLAN MATTEST ENGINEERING SERVICES
A-39,40,41, City Industrial Estate, Udhana Navsari Road,
( SCALE - 1 :100 )
RELATED DRAWINGS.
1/2 R1 Near Swaminarayan Temple, Surat, 394210
Ph. No. 0261-2272261
 151798
APPROACH PORTION
131798 20000
133602
APPROACH PORTION
20000 113602

FEELING BETWEEN FEELING BETWEEN

EXISTING AND NEW BRIDGE EXISTING AND NEW BRIDGE

W-METAL BEAM W-METAL BEAM

CRASH BARRIER CRASH BARRIER
A A B B

W-METAL BEAM W-METAL BEAM

CRASH BARRIER CRASH BARRIER

W-METAL BEAM W-METAL BEAM

CRASH BARRIER CRASH BARRIER

AL AR

PLAN OF APPROACH PORTION

( SCALE - 1 : 250 )

AL A2
CL OF EJ
CL OF EJ
151798 133602
APPROACH PORTION APPROACH PORTION
131798 20000 20000 113602

SLOPE 1:30 SLOPE 1:30

1.5
1
1.5
1
WEEP HOLES WEEP HOLES
ABUTMENT
ABUTMENT
TOE WALL TOE WALL
REFERENCES (LATEST REVISION)
11000 RIDING RIDING 11000 · 1/1............ GENERAL ARRANGEMENT DRAWING
RETAINING WALL RETURN RETURN RETAINING WALL (BRIDGE PORTION)(SHEET 1 OF 2)
· 1/2............ GENERAL ARRANGEMENT DRAWING
(BRIDGE PORTION)(SHEET 2 OF 2)
NOTES:-

1. ALL DIMENSIONS ARE IN MILLIMETER AND LEVELS ARE IN METER UNLESS

OTHERWISE MENTIONED.
FORMATION LEVEL 111.160 111.278 111.396 111.515 111.633 111.752 111.870 111.988 112.107 112.225 112.343 112.462 112.580 112.699 112.720 112.720 112.720 112.720 112.720 112.720 112.720 112.720 112.677 112.559 112.441 112.322 112.204 112.085 111.967 111.849 111.730 111.612 111.493 111.375 2. DIMENSIONS SHALL NOT BE SCALED OFF FROM THE DRAWING. ONLY
GROUND LEVEL (MIN) (m) 102.065 101.913 101.799 102.113 101.393 101.399 102.206 101.420 100.564 100.205 100.742 100.893 99.931 100.385 100.530 100.437 100.324 100.300 100.303 100.353 100.490 100.577 100.830 101.383 101.637 101.133 100.347 100.582 101.178 101.352 101.216 101.596 101.582 102.128 WRITTEN DIMENSIONS SHALL BE FOLLOWED.
CHAINAGE (km) 00+000.000 00+010.000 00+020.000 00+030.000 00+040.000 00+050.000 00+060.000 00+070.000 00+080.000 00+090.000 00+100.000 00+110.000 00+120.000 00+130.000 00+131.798 00+140.000 00+150.000 00+151.798 00+386.398 00+390.000 00+400.000 00+406.398 00+410.000 00+420.000 00+430.000 00+440.000 00+450.000 00+460.000 00+470.000 00+480.000 00+490.000 00+500.000 00+510.000 00+520.000
3. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH OTHER
RELATED DRAWINGS.

LONGITUDINAL SECTION OF APPROACH PORTION 10375

( SCALE - 1 : 250 )
500 450
7500 1500 425
10375
NEW BRIDGE APPROACH 11000
500 450 10375
EXISTING BRIDGE APPROACH 7500 1500 425 NEW BRIDGE APPROACH FRL:112.720
EXISTING BRIDGE APPROACH 500 7500 450 1475 TO 450 500

1700
1500
W-METAL BEAM 500 500

1200
FEELING BETWEEN `1'
EXISTING AND NEW SLOPE 2.5% `1' CRASH BARRIER
BRIDGE SLOPE 2.5%
KERB M15(500x300)
500 500 50mm FILTER MEDIA
230mm STONE PITCHING
BACK FILL
EXISTING APPROACH (C=0, PHY=30 DEGREE)
2
EMBANKMENT SLOPE EXISTING APPROACH 1 PCC PANEL (300X230) M-15
(INDICATIVE) EMBANKMENT SLOPE
BACK FILL IF HEIGHT MORE THAN 3.0M
(INDICATIVE) 600 THICK FILTER MEDIA
EXISTING EXISTING APPROACH (C=0, PHY=30 DEGREE) EXISTING APPROACH
APPROACH CONFORMING TO
EMBANKMENT SLOPE EXISTING EMBANKMENT SLOPE
EMBANKMENT CLAUSE 2.1 OF APPENDIX-6
(INDICATIVE) APPROACH (INDICATIVE) SIGN: SIGN:
OF IRC:78-2014

10375
600 THICK FILTER MEDIA '2'

6975
EMBANKMENT
CONFORMING TO
GL
CLAUSE 2.1 OF APPENDIX-6 GL
OF IRC:78-2014 TOE WALL

12932 / 12686
PCC M20 RETAINING WALL RETAINING WALL
GL GL
TYPICAL APPROACH CROSS SECTION WITHOUT RETAINING WALL

12932

12686
( SCALE - 1 :100 ) Deputy Executive Engineer, Executive Engineer,
RETAINING WALL RETAINING WALL Uchchhal (R&B) Sub-Division Tapi (R&B) Division
12932

12686

Uchchhal Vyara
WEEP HOLES @ 1m C/C
STAGGERED BOTH
HORIZONTALLY AND

1200
WEEP
100mm
HOLES
DIA @
PVC
1mPIPE
C/C VERTICALLY

1700
(WEEP HOLES)
STAGGERED AT
BOTH FOR TENDER PURPOSE
1.00m
HORIZONTALLY
c/c STAGGERED
AND 500
VERTICALLY

30mm BC PCC REVISION

RETAINING WALL TRAFFIC PARTICULARS
50mm DBM W METAL DIRECTION NO. DATE
50mm BM BEAM RAIL
125mm WMM-I W METAL BEAM R0 04/02/2025 FOR TENDER PURPOSE
125mm WMM-II CRASH BARRIER
PLAN OF RETAINING WALL
X ( SCALE - 1 :100 ) R1 21/07/2025 REVISED AS PER R&B DESIGN CIRCLE OBSERVATIONS
200mm GSB-V 1500 1500 1500 1500
200mm GSB-III THIS DRAWING IS THE PROPERTY OF MATTEST ENGINEERING SERVICES AND MUST BE
RETURNED ON REQUEST. IT IS SUBMITTED AS CONFIDENTIAL INFORMATION IN CONNECTION
KERB (M15) WITH THE ENQUIRY, TENDER ORDER OR CONTRACT. IT IS NOT TO BE USED FOR ANY OTHER
500mm HARD MURRUM PEDESTAL (M30) 50mm FILTER MEDIA 11000 1700 6975 1700
(500x300) PURPOSE OR ORDER NOR MAY IT BE COPIED OR LENT WITHOUT OUR AUTHORITY IN WRITING.
(350x350x750)

1700

1700
230mm STONE PITCHING 10375
83
350 ROAD LVL. RAFT BOTTOM RAFT BOTTOM GENERAL ARRANGEMENT DRAWING
PROJECT NO. TITLE
1700 6975 1700 SLOPE 300 RL: 98.00 RL: 98.00 (APPROACH PORTION)
BEAM (M30) 200
1700

10375 (350x350) G.L.

310
= =
194
MASONARY STEPS DRAWN BY
150 100 THICK PCC M15 100 THICK PCC M15

500
RAFT BOTTOM ROAD CRUST AS PER TENDER VIVEK PARMAR MAJOR BRIDGE ACROSS RIVER NESU,

750
RL: 98.00 1000 THICK RUBBLE SOLING 1000 THICK RUBBLE SOLING

450
SPECIFICATION AT CH : 17/4 TO 17/6 KM.
TOE WALL NAME

600
CHECKED BY ON UCHCHHAL NIZAR ROAD
150 150 11300 OF
100 THICK PCC M15
PEDESTAL(M30) OF PCC (M-20) TYP. CROSS SECTION OF 10675
BRIJESH KUNJALIYA WORK
KM. 0/0 TO 74/4 (SH-80)
(350X350X750) IN THE STATE OF GUJARAT
X

150
1000 THICK RUBBLE SOLING W METAL BEAM RAIL APPROVED BY
SAND FILLING/EMBANKMENT 100Thk. PCC (M15) EMBANKMENT ( SCALE - 1 : 30 )
10675 626 RAKESH GEVARIYA
LONGITUDINAL SECTION AT RETAINING WALL CROSS SECTION AT RETAINING WALL
REF.DRG.NO. -
DETAIL-1 C/S OF W-METAL BEAM CRASH BARRIER SECTION THROUGH STEPS DETAIL-2
( SCALE - 1 : 100) ( SCALE - 1 : 100)
ELEVATION OF W-METAL BEAM CRASH BARRIER ( SCALE - 1 :50 ) SCALE NTS THE DEPUTY EXECUTIVE ENGINEER,
( SCALE - 1 :50 ) ( SCALE - 1 :30 ) CLIENT UCHCHHAL (R&B) SUB DIVISION, UCHCHHAL .
TYPICAL APPROACH CROSS SECTION WITH RETAINING WALL ( SCALE - 1 :50 ) ( SCALE - 1 :30 )
DATE 21/07/2025
( SCALE - 1 100
: )
DRG.NO. REV. MATTEST ENGINEERING SERVICES
A-39,40,41, City Industrial Estate, Udhana Navsari Road,

2 R1 Near Swaminarayan Temple, Surat, 394210

Ph. No. 0261-2272261