8 7 6 5 4 3 2 1

TO DIV
219+550

E GHA
F F
PROPOSED ROW
45000 N

T
219+500
TOTAL STRUCTURE WIDTH U/S
41500

TO LO
LHS SERVICE ROAD LHS CARRIAGEWAY MEDIAN RHS CARRIAGEWAY RHS SERVICE ROAD D/S
9500 10500 1500 10500 9500
CL OF MEDIAN W E

NAND
FRL FRL FRL FRL 219+450
FRL SLOPE SLOPE FRL 822.157M
822.158M 822.950M 822.950M 300MM THICK DRY
FRL SLOPE 822.700M -2.500% -2.500% 822.700M SLOPE FRL
822.105M -2.500% -2.500% 822.105M STONE/BRICKREVETMENT OVER
FILTER GRANULAR MATERIAL
D/S RE WALL RE WALL U/S BRACKING 150MM THICK S

3882
3884
TO BE TO BE

3015
3062
DISMANTLED SELECTED EARTH FILL SELECTED EARTH FILL STR. PRO. - WIDENING
DISMANTLED
2 M20 PCC 1000 2 DETAILS EXISTING PROPOSED
1000 1
1 ENCASING
BED BED CHAINAGE 23+400 219+483
ILDS SLOPE SLOPE ILUS
E LEVEL 1:1000 LEVEL E
817.723M 1:1000 817.770M
STR. TYPE PIPE CULVERT PIPE CULVERT
3000 1500
FLOOR APPRON
COMPACTED SECTION A-A COMPACTED
COMPACTED FLOOR APPRON SPAN 2X1.2 m 2X1.2 m
GRANULAR MATERIAL (SCALE-1:150) EARTH 300 MM THICK DRY STONE KEY PLAN
GRANULAR MATERIAL
COMPACTED PITCHING FOR APRON (SCALE-1:2)
EARTH NOTES:
1. ALL DIMENSION ARE IN MM UNLESS OTHERWISE SPECIFIED.
2. THE Ø1200MM PIPES SHALL BE OF ISI CLASS NP-4 CONFIRMING TO IS-458 & ALL
NEW PIPE SHALL BE JOINTED AS PER MORTH SPECIFICATION
PROPOSED ROW
45000 3. THE LONGITUDINAL SLOPE OF THE PIPE SHALL NOT LESS THAN 1 IN 1000.
4. IN CASE DEPTH OF EARTH FILLING BETWEEN TOP OF THE PIPE AND THE BOTTOM
TOTAL STRUCTURE WIDTH
41500 OF THE PAVEMENT CRUST IS LESS THAN 600, THIS LAYERS IS REPLACED WITH PCC
LHS SERVICE ROAD LEFT CARRIAGEWAY MEDIAN RIGHT CARRIAGEWAY RHS SERVICE ROAD M20 ENCASING
9500 10500 1500 10500 9500 5. S.B.C. OF SOIL > 26 T/M²
EARTHEN SHOULDER CL OF MEDIAN EARTHEN SHOULDER 6. THE S.B.C OF THE SOIL STRATA SHALL BE CONFIRMED AND GOT APPROVED
D D
1500 1500 BEFORE LAYING THE FOUNDATION. AND ANY VARIATION SHALL BE BROUGHT TO
THE NOTICE OF ENGINEER IN-CHARGE.
TO DIVE GHAT B 7. APRON SHALL GENERALLY CONFIRM TO MORTH & SPECIFICATION SECTION NO
SLOPE SLOPE 2503.
1:2 RCC CRASH BARRIER SEPARATOR 1:2 8. THE PROPOSED CENTERLINE SHALL BE TAKEN AS PER THE APPROVED PLAN &
SLOPE 500 500
-2.500% SLOPE PROFILE FOR THE SAID LOCATION.
-2.500% KERB 9. THE F.R.L. OVER PROPOSED STRUCTURE SHALL BE GOT VERIFIED WITH THE
SANCTIONED L-SECTION FOR THE STRETCH.
SLOPE

SLOPE
1:2

EXISTING ILDS EXISTING ILUS

1:2
10. LEVELS SHALL BE CONFIRMED AS PER G.T.S BENCH MARK.
C
120

817.729M 817.762M 11. FOR CULVERTS SKEW TO THE TRAFFIC DIRECTION, LENGTH OF CULVERT SHALL
U/S BE ADJUSTED AS PER SITE CONDITION
D/S
12. THE ROW AT SAID CHAINAGE SHALL BE VERIFIED BEFORE EXECUTION TO
1200

120

ACCOMMODATE THE PROPOSED CROSS DRAINAGE WORK.

A A
C 13. THE PIPE SHALL BE MANUFACTURED USING VIBRATING CASING PROCESS ONLY. C
1200

14. U/S & D/S ARE SUBJECTED TO BE VARIED AS PER SITE CONDITION.
120

FLOOR
FLOOR APRON 15. ILUS & ILDS ARE SUBJECTED TO BE VARIED AS PER SITE CONDITIONS,
APRON IT SHOULD BE VERIFIED BEFORE EXCAVATION.
120

16. IN CASE OF CLAY OF CLAY SOIL/SOFT SOIL ADD 600MM THIK. COMPACTED

SLOPE
C
SLOPE

1:2
SAND BELOW BEDDING PIPE AND HEADWALL.
1:2

SLOPE 17. GRADE OF CONCRETE -

-2.500% PCC HEADWALL:M15
KERB SLOPE PCC LEVELING COURSE:M15
-2.500% 18. ADJUST BARREL LENGTH WITH TYPICAL PIPE SEGMENT LENGTH 2500MM
SLOPE SEPARATOR RCC CRASH BARRIER TO LONAND SLOPE
1:2 1:2 19. REFER RELEVANT TCS FOR ROAD CRUST &ROADWAY WIDTH
500 500
B
LEGENDS:-
FRL - FINISHED ROAD LEVEL
B GL - GROUND LEVEL B
LHS BARREL LENGTH
6250
PLAN RHS BARREL LENGTH
8750 TYP - TYPICAL
(SCALE-1:150) ILDS - INVERT LEVEL AT DOWN STREAM SIDE
PROPOSED LHS WIDENING WIDTH EXISTING WIDTH STRUCTURE PROPOSED RHS WIDENING WIDTH ILUS - INVERT LEVEL AT UP STREAM SIDE
6042 27000 8458 CL - CENTER LINE
THK - THICKNESS
ROW - RIGHT OF WAY
-STONE PITCHING
PIPE NO. ILUS ILDS SLOPE
-FLEXIBLE APRON
-DISMANTLE STRUCTURE
1 817.770M 817.723M 1:1000 -RECONSTRUCTION
-EXISTING STRUCTURE
2 817.770M 817.723M 1:1000 *IL/BED LEVEL TO BE VERIFIED AT SITE AND IF VARIES INFORM TO DESIGN
TEAM & BRING INFORMATION TO SITE ENGINEER
CLIENT AUTHORITY ENGINEER PROOF CONSULTANT SAFETY CONSULTANT EPC CONTRACTOR DESIGN CONSULTANT JOB NO : 2022004 TITLE :
A THAKUR INFRA PROJECTS PVT LTD REV. A
NATIONAL HIGHWAYS AUTHORITY OF INDIA RD Civil Solutions JOINT VENTURE DESIGNED BY P.P. R0
G 5&6, SECTOR-10, DWARKA,NEW CONSTRUCTION DELHI - 110 075.
M/S BLOOM COMPANIES LLC "JV" T AND T INFRA LIMITED GENERAL ARRANGEMENT
IN ASSOCIATION WITH CDF INFRA CON PVT LTD 1ST FLOOR,OM SADNIKA BLDG,PLOT NO.265/1, PANVEL URAN
AEROTIDE INFRASTRUCTURE DRAWN F.K.M.
M/S INFRADEV SOLUTION PRIVATE LIMITED
501, 5TH FLOOR, PEARL SQUARE,
SATAV NAGAR, HANDEWADI ROAD,HADAPSAR, A 401,GOKUL CREST,SAKORE NAGAR,VIMAN
ROAD,PANVEL,NAVI MUMBAI - 41206. DIST.RAIGAD.
MAHARASHTRA - INDIA ENGINEERING PVT LTD
DETAILS OF PIPE CULVERT AT
616 GREATER BRAJESHWRI COLONY NEAR AGRAWAL PUBLIC SCHOOL, PUNE - 411028MAHARASHTRA NAGAR,PUNE,MAHARASHTRA,4110146 &
A1,VISHNUVIHAR, BIBVEWADI-KONDHWA ROAD, MARKET YARD, UNIT 305,3RD FLOOR,GLOBE ESTATE,NEW CONSTRUCTION CHECKED RPVP CH. 219+483 SIZE
PROJECT NAME BICHOLI MARDANA ROAD INDORE MP 452016 INDIA rdcivilsolutions@gmail.com info.cdfic@gmail.com PUNE, MAHARSHTRA 411037 KALYAN ROAD,MIDC PHASE-1,DOMBIVLI EAST,MUMBAI-
421201. A3
SEAL SIGN SEAL SIGN SEAL SIGN SEAL SIGN SEAL APPROVED V.B.
PACKAGE-5 FOUR LANING OF LONAND - DIVE GHAT SECTION OF
R0 18-11-2022 FOR REVIEW AND APPROVAL NH-965 IN THE STATE OF MAHARASHTRA ON EPC MODE (DESIGN DATE 18-11-2022 DRAWING NO : NHAI/LD/DD-429301 SHEET NO
CH.166+400 KM TO CH.220.900 KM).
REV DATE DESCRIPTION SCALE AS SHOWN 01 OF 02

8 7 6 5 4 3 2 1
 8 7 6 5 4 3 2 1

600 LENGTH OF RETAINING WALL 600

ON LHS 21310 & ON RHS 21120 FRL

F F
ROAD CRUST
VARIES
RCC CRASH BARRIER

600
COMPACTED
120 120 EARTH FILL
150 600 150 120
1200 1200
2 2 200 120 200
120
1 120 1200 120 1200 120 1

260
INVERT INVERT

540
LEVEL LEVEL
3880

160
E E

COMPACTED COMPACTED
300 MM THICK DRY STONE
GRANULAR SECTION C-C EARTH
MATERIAL (SCALE - 1:30)
PITCHING FOR APRON

75
D D
150

150MM THK. PCC

LEVELING COURSE
VIEW B-B
(SCALE - 1:30)
RCC CRASH BARRIER
FRL
ROAD LEVEL
LENGTH OF JOINT

MIN.
0.35t
Lb

s
Lm
10MAX.
1

t
C a C
SELECTED EARTH FILL
MIN.
0.35t

S 4
4
1 1

HEIGHT OF RETAINING WALL

0.3t ID

ON LHS 6390 &ON RHS 6340

CAULKING SPACE
Do di Ls 12
Lt s = 0.002t or 2 MM (MAX. TO BE ADOPTED) PRECAST CLASS

120
ds Dm
a =INCLUDED ANGLE NOT MORE THAN 25° NP-4 CONCRETE PIPE
(ONLY FOR DESIGN PURPOSE NOT TO BE MEASURED)

1200
DETAILS OF TYPICAL JOINT INVERT
*(ANY ONE JOINT TO BE ADOPTED AS PER SITE) DETAILS OF TYPICAL JOINT LEVEL

120
(SPIGOT & SOCKET TYPE) *(ANY ONE JOINT TO BE ADOPTED AS PER SITE)
(SCALE - 1:10) (INTERNAL FLUSH TYPE)
(SCALE 1:40) COMPACTED
GRANULAR
B MATERIAL B

2000
di Do It Lb ds Dm Lm Is s

150
900±7 1215±5 141±5 132±3 1036 1058±00 61 65 1100±12 75 TOE HEEL
150 MM THK. PCC
1000±7 1330±5 141±5 132±3 1148 1170±00 61 65 1100±12 LEVELING COURSE

1200±7 1640±5 155±5 145±3 1372 1401±00 72 63 1465±15 DETAIL OF RETAINING WALL
(SCALE - 1:40)

CLIENT AUTHORITY ENGINEER PROOF CONSULTANT SAFETY CONSULTANT EPC CONTRACTOR DESIGN CONSULTANT JOB NO : 2022004 TITLE :
A THAKUR INFRA PROJECTS PVT LTD REV. A
NATIONAL HIGHWAYS AUTHORITY OF INDIA JOINT VENTURE DESIGNED BY P.P.
M/S BLOOM COMPANIES LLC RD Civil Solutions "JV" T AND T INFRA LIMITED GENERAL ARRANGEMENT R0
G 5&6, SECTOR-10, DWARKA,NEW CONSTRUCTION DELHI - 110 075. IN ASSOCIATION WITH CDF INFRA CON PVT LTD 1ST FLOOR,OM SADNIKA BLDG,PLOT NO.265/1, PANVEL URAN
501, 5TH FLOOR, PEARL SQUARE, ROAD,PANVEL,NAVI MUMBAI - 41206. DIST.RAIGAD. AEROTIDE INFRASTRUCTURE DRAWN F.K.M. DETAILS OF PIPE CULVERT AT
M/S INFRADEV SOLUTION PRIVATE LIMITED SATAV NAGAR, HANDEWADI ROAD,HADAPSAR, A 401,GOKUL CREST,SAKORE NAGAR,VIMAN MAHARASHTRA - INDIA ENGINEERING PVT LTD
616 GREATER BRAJESHWRI COLONY NEAR AGRAWAL PUBLIC SCHOOL, PUNE - 411028MAHARASHTRA NAGAR,PUNE,MAHARASHTRA,4110146 &
A1,VISHNUVIHAR, BIBVEWADI-KONDHWA ROAD, MARKET YARD, UNIT 305,3RD FLOOR,GLOBE ESTATE,NEW CONSTRUCTION CHECKED RPVP CH. 219+483 SIZE
PROJECT NAME BICHOLI MARDANA ROAD INDORE MP 452016 INDIA rdcivilsolutions@gmail.com info.cdfic@gmail.com PUNE, MAHARSHTRA 411037 KALYAN ROAD,MIDC PHASE-1,DOMBIVLI EAST,MUMBAI-
421201. A3
SEAL SIGN SEAL SIGN SEAL SIGN SEAL SIGN SEAL APPROVED V.B.
PACKAGE-5 FOUR LANING OF LONAND - DIVE GHAT SECTION OF
R0 18-11-2022 FOR REVIEW AND APPROVAL NH-965 IN THE STATE OF MAHARASHTRA ON EPC MODE (DESIGN DATE 18-11-2022 DRAWING NO : NHAI/LD/DD-429301 SHEET NO
CH.166+400 KM TO CH.220.900 KM).
REV DATE DESCRIPTION SCALE AS SHOWN 02 OF 02

8 7 6 5 4 3 2 1
 8 7 6 5 4 3 2 1

FRL 9
F C B F

Ld 1a

h5
A A
b4 1
Ld

x1
EARTH FACE

x2
1a
EARTH FACE
4 5 6 7
1
100MM Ø WEEP 8b 8b
HOLES PLAN SHOWING REINFORCEMENT IN RAFT
AT 1M C/C (SCALE 1:50)
E 3 E

EARTH FACE 2
STEM
H

1 + 2

8
h6 8a
GROUND
D LEVEL 9 D

9
150

(MIN.)
BASE RAFT

h0
4 + 5
5
4
h2

h4
FOUNDING 6 6 + 7
LEVEL
TOE 300 300
h1

h3
HEEL F10 @ 100c/c
(MIN.) (MIN.)
C 4 + 5 5 C
F12 @150c/c
7 B
6 10 1 + 2 3 6 + 7
9
100 b3 b2 b1 100 THK. PCC M15.
C F16 @150c/c
w

REAINING WALL DETAILS SECTION A-A

(SCALE:-1:40) (SHOWING REINFORCEMENT)
0
(SCALE:-1:40) 30
F16 @150c/c

300
B B

REINFORCEMENT DETAILS

MAIN R/F IN MAIN R/F IN DISTRIBUTION DISTRIBUTION LINKS IN HEEL SLAB

REMARKS
WALL RAFT R/F IN WALL R/F IN RAFT
DIMENSION DETAILS 1 1a 2 3 4 5 6 7 8 8a 8b 9 10 X1 X2 h6 Ld. Ld.
h0 GRADE FO
H (MIN.) h1 h2 h3 h4 W b1 b2 b3 b4 h5 SBC(T/sqm)CONCRETE 300 300 300

7000 2000 300 500 600 200 4700 1100 800 2800 500 2000 20.022 25 16Ø - 170C/C 12Ø - 170C/C 16Ø - 170C/C 16Ø - 170C/C 12Ø - 170C/C 12Ø - 170C/C 12Ø - 170C/C 12Ø - 170C/C 10Ø - 150C/C 10Ø - 150C/C 8Ø - 150C/C 8Ø - 180C/C - 770 770 3360 REINFORCEMENT DETAIL
OF CRASH BARRIER
SCALE 1:15

CLIENT AUTHORITY ENGINEER PROOF CONSULTANT SAFETY CONSULTANT EPC CONTRACTOR DESIGN CONSULTANT JOB NO : 2022004 TITLE :
A THAKUR INFRA PROJECTS PVT LTD REV. A
NATIONAL HIGHWAYS AUTHORITY OF INDIA JOINT VENTURE DESIGNED BY P.P.
M/S BLOOM COMPANIES LLC RD Civil Solutions "JV" T AND T INFRA LIMITED GENERAL ARRANGEMENT R0
G 5&6, SECTOR-10, DWARKA,NEW CONSTRUCTION DELHI - 110 075. IN ASSOCIATION WITH CDF INFRA CON PVT LTD 1ST FLOOR,OM SADNIKA BLDG,PLOT NO.265/1, PANVEL URAN
501, 5TH FLOOR, PEARL SQUARE, ROAD,PANVEL,NAVI MUMBAI - 41206. DIST.RAIGAD. AEROTIDE INFRASTRUCTURE DRAWN F.K.M. DETAILS OF PIPE CULVERT AT
M/S INFRADEV SOLUTION PRIVATE LIMITED SATAV NAGAR, HANDEWADI ROAD,HADAPSAR, A 401,GOKUL CREST,SAKORE NAGAR,VIMAN MAHARASHTRA - INDIA ENGINEERING PVT LTD
616 GREATER BRAJESHWRI COLONY NEAR AGRAWAL PUBLIC SCHOOL, PUNE - 411028MAHARASHTRA NAGAR,PUNE,MAHARASHTRA,4110146 &
A1,VISHNUVIHAR, BIBVEWADI-KONDHWA ROAD, MARKET YARD, UNIT 305,3RD FLOOR,GLOBE ESTATE,NEW CONSTRUCTION CHECKED RPVP CH. 219+483 SIZE
PROJECT NAME BICHOLI MARDANA ROAD INDORE MP 452016 INDIA rdcivilsolutions@gmail.com info.cdfic@gmail.com PUNE, MAHARSHTRA 411037 KALYAN ROAD,MIDC PHASE-1,DOMBIVLI EAST,MUMBAI-
421201. A3
SEAL SIGN SEAL SIGN SEAL SIGN SEAL SIGN SEAL APPROVED V.B.
PACKAGE-5 FOUR LANING OF LONAND - DIVE GHAT SECTION OF
R0 18-11-2022 FOR REVIEW AND APPROVAL NH-965 IN THE STATE OF MAHARASHTRA ON EPC MODE (DESIGN DATE 18-11-2022 DRAWING NO : NHAI/LD/DD-429301 SHEET NO
CH.166+400 KM TO CH.220.900 KM).
REV DATE DESCRIPTION SCALE AS SHOWN 02 OF 02

8 7 6 5 4 3 2 1
 8 7 6 5 4 3 2 1
NOTES
10000 10000 1. ALL DIMENSIONS ARE IN ,MILIMETERS,UNLESS OTHERWISE
10000 10000
SPECIFIED.
20MM 20MM 2. DIMENSIONS SHALL NOT BE SCALED FROM THE DRAWING.ONLY
GAP GAP WRITTEN DIMENSIONS ARE TO BE FOLLOWED.
3. GRADE OF CEMENT CONCRETE :-
F
(1) LEVELLING COURSE (P.C.C) =M15 F
(2) RCC RETAINING WALL =M25
4. H.Y.S.D.BAR REINFORCEMENT SHALL CONFIRM TO IS 1786-2008
WITH FE 500 D .

h5

h5
5. EXPOSURE CONDITION = MODERATE.
6. THE EXPANSION JOINT SHALL BE PROVIDED AT AN INTERVAL OF
8b 10M C/C.
1a 7. CLEAR COVER
(1) RCC RETAINING WALL RAFT = 75MM.

x1
(2) RCC RETAINING WALL STEM TOWARDS SOIL = 75MM.
(3) RCC RETAINING WALL STEM AWAY FROM SOIL = 50MM.
8. AGGREGATE SIZE SHALL BE 20MM & DOWNGRADED AS PER

x2
M.O.R.T.H. SPECIFICATION
9. 100MM DAI P.V.C.PIPE WEEP HOLES SHALL BE PROVIDED @ 1.0 M
3 C/C. HORIZONTALLY & 1.0 M C/C VERTICALLY IN ABUTMENT AND
8b RETAINING WALLS
10. 600 MM THICK FILTER MEDIA SHALL BE PROVIDED BEHIND WALLS
1 AS PER MORTH.
E 11. IN CASE OF ANY VARIATION IN FOUNDING LEVEL/SBC MATTER E
SHALL BE REPORTED TO DESIGN OFFICE.
12. WELDING OF REINFORCEMENT BARS SHALL NOT BE PERMITTED.
13. THE BACK FILL MATERIAL SHALL BE GRANULAR MATERIAL
HAVING FOLLOWING PROPERTIES
8 8a A. ANGEL OF INTERNAL FRICTION Ø = 30°
B. ANGEL OF WALL FRICTION d = 20°
C. COHESION =0
2 D. DRY DENSITY OF SOIL = 2 T/M3
h6 14. 20MM GAP TO BE FILLED WITH ASPHALT FILLER BOARD.

h6
15. 600MM THICK FILTER MEDIA SHALL BE PROVIDED AS PER
5 5 APPENDIX-6 OF IRC 78-2014.
16. LAPPING OF BARS SHALL BE LAPPED ENSURING THAT NOT MORE
4 THAN 50%OF BARS ARE LAPPED AT ONE SECTION MINIMUM LAP
4
LENGTH SHOULD BE PROPERLY STAGGERED.
17. DEVELOPMENT LENGTH & LAPPING LENGTH FOR
D DIFFERENT GRADE OF CONCRETE IS AS BELOW. D

CONCRETE GRADE Mpa M20 M25 M30M35 M40 M45 M50

DEVELOPMENT LENGTH 54Ø 47Ø 40Ø 36Ø 34Ø 32Ø 29Ø
LAP LENGTH > 50% LAPPED BARS 81Ø 70.5Ø 60Ø 54Ø 51Ø 48Ø 43.5Ø
9 9 LEGENDS
7 7 TYP = TYPICAL
THK = THICKNESS.
6 BAR ON TOP/ OUTER FACE
6 BAR ON BOTTOM/ OUTER FACE
SECTION C-C SECTION B-B
(NOTE : ON EARTHEN FACE) (NOTE : ON NON EARTHEN FACE)
8 8a NOTES
(SCALE:-1:50) (SCALE:-1:50)
IN CASE AT THE PROPOSED FOUNDATION LEVEL SHOWN IN
DRAWING SBC OF SOIL IS LESS THAN DESIGNED BASS PRESSURE
THEN THE SAME SHALL BE REPLACED BY PROVIDING SUITABLE
C GRANNUAR MATERIAL COMPACTED TO 95 % MODIFIED PROCTOR C
DENSITY
la

NOTES
3 SBC TO BE VERIFIED AT SITE BEFORE EXECUTION ANY CHANGE
SBC SHALL BE BROUGHT TO NOTICE OF CONSULTANT FOR REVIEW
1 OF DESIGN

2 NOTES
'1'
THE DRAWING IS GIVEN FOR TYPICAL HEIGHT, WHILE REFERING

4625
LD LD LD LD FOR ACTUAL HEIGHT IT SHOULD BE TAKEN ON HIGHER SIDE.
LD

LD

LD

3-16 Ø EXTRA

40

40
LD LD LD LD

LD

LD

LD
B 1200 1200 4-32 Ø EXTRA B
4-32 Ø EXTRA

4-32 Ø EXTRA 4-32 Ø EXTRA

1200 1200 40
LD

LD

LD

40
LD LD LD LD 4-32 Ø EXTRA 4-32 Ø EXTRA

LD

LD

LD
150 LD LD

40
3-16 Ø EXTRA
9
150

7 11
6 4 + 5 DETAIL 1-1
REINFORCEMENT VIEW FROM EARTH FACE SIDE (SCALE - 1:40)
(SCALE - 1:40)
CLIENT AUTHORITY ENGINEER PROOF CONSULTANT SAFETY CONSULTANT EPC CONTRACTOR DESIGN CONSULTANT JOB NO : 2022004 TITLE :
A THAKUR INFRA PROJECTS PVT LTD REV. A
NATIONAL HIGHWAYS AUTHORITY OF INDIA JOINT VENTURE DESIGNED BY P.P.
M/S BLOOM COMPANIES LLC RD Civil Solutions "JV" T AND T INFRA LIMITED GENERAL ARRANGEMENT R0
G 5&6, SECTOR-10, DWARKA,NEW CONSTRUCTION DELHI - 110 075. IN ASSOCIATION WITH CDF INFRA CON PVT LTD 1ST FLOOR,OM SADNIKA BLDG,PLOT NO.265/1, PANVEL URAN
501, 5TH FLOOR, PEARL SQUARE, ROAD,PANVEL,NAVI MUMBAI - 41206. DIST.RAIGAD. AEROTIDE INFRASTRUCTURE DRAWN F.K.M. DETAILS OF PIPE CULVERT AT
M/S INFRADEV SOLUTION PRIVATE LIMITED SATAV NAGAR, HANDEWADI ROAD,HADAPSAR, A 401,GOKUL CREST,SAKORE NAGAR,VIMAN MAHARASHTRA - INDIA ENGINEERING PVT LTD
616 GREATER BRAJESHWRI COLONY NEAR AGRAWAL PUBLIC SCHOOL, PUNE - 411028MAHARASHTRA NAGAR,PUNE,MAHARASHTRA,4110146 &
A1,VISHNUVIHAR, BIBVEWADI-KONDHWA ROAD, MARKET YARD, UNIT 305,3RD FLOOR,GLOBE ESTATE,NEW CONSTRUCTION CHECKED RPVP CH. 219+483 SIZE
PROJECT NAME BICHOLI MARDANA ROAD INDORE MP 452016 INDIA rdcivilsolutions@gmail.com info.cdfic@gmail.com PUNE, MAHARSHTRA 411037 KALYAN ROAD,MIDC PHASE-1,DOMBIVLI EAST,MUMBAI-
421201. A3
SEAL SIGN SEAL SIGN SEAL SIGN SEAL SIGN SEAL APPROVED V.B.
PACKAGE-5 FOUR LANING OF LONAND - DIVE GHAT SECTION OF
R0 18-11-2022 FOR REVIEW AND APPROVAL NH-965 IN THE STATE OF MAHARASHTRA ON EPC MODE (DESIGN DATE 18-11-2022 DRAWING NO : NHAI/LD/DD-429301 SHEET NO
CH.166+400 KM TO CH.220.900 KM).
REV DATE DESCRIPTION SCALE AS SHOWN 02 OF 02

8 7 6 5 4 3 2 1