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Uploaded by
nawalConsultancy Services for Feasibility Study and preparation of Detailed
Project Report for Construction & up-gradation of the newly declared NH-127 B
(Assam portion) starting from Srirampur on NH-27(old NH-31 C) at Chainage 0.00
km to the immediate approach of proposed bridge over river Brahmaputra
near Dhubri at chainage 54.523 km to NH standard (4-Lane DPR)
NH-127B
FINAL DETAILED PROJECT REPORT
DRAWING VOLUME – IX
( HIGHWAY & STRUCTURAL DRAWINGS )
PACKAGE – IV (CH: 36.500 KM TO 43.300 KM)
Prepared By
CE Testing Co. Pvt. Ltd.
124-A, N.S.C. Bose Road
Kolkata – 700 092, West Bengal
CET/2015/3636/NHIDCL/127B/FDPR Rev. : R1 March 2020
CONTENTS
SL. NO. OF
NO TITLE OF DRAWINGS DRAWING NO. SHEETS
01 Location Plan CET/2015/3636/NHIDCL/127B/FDPR/LP 01
02 Key Plan CET/2015/3636/NHIDCL/127B/FDPR/KP 01
03 Typical Cross Section CET/2015/3636/NHIDCL/127B/FDPR/TCS 02
04 Horizontal Alignment Report CET/2015/3636/NHIDCL/127B/FDPR/HAR 01
05 Vertical Alignment Report CET/2015/3636/NHIDCL/127B/FDPR/VAR 01
06 Curve Details Report CET/2015/3636/NHIDCL/127B/FDPR/CUR 01
07 Legend CET/2015/3636/NHIDCL/127B/FDPR/LEGEND 01
08 Plan & Profile CET/2015/3636/NHIDCL/127B/FDPR/PP 08
09 Miscellaneous Drawings
Curve Component CET/2015/3636/NHIDCL/127B/FDPR/MIS-01 01
Minor Inter section CET/2015/3636/NHIDCL/127B/FDPR/MIS-02 01
Details of Crash Barrier CET/2015/3636/NHIDCL/127B/FDPR/MIS-03 02
Typical Details of Road Marking CET/2015/3636/NHIDCL/127B/FDPR/MIS-04 02
Typical Details of Road Sign CET/2015/3636/NHIDCL/127B/FDPR/MIS-05 03
Typical Details of Road Furniture CET/2015/3636/NHIDCL/127B/FDPR/MIS-06 01
Details of Drain CET/2015/3636/NHIDCL/127B/FDPR/MIS-07 01
Details of Bus Bay with Passenger Shelter CET/2015/3636/NHIDCL/127B/FDPR/MIS-08 01
Details of Retaining Wall CET/2015/3636/NHIDCL/127B/FDPR/MIS-09 01
10 Improvement of Grade Separater Interchanges CET/2015/3636/NHIDCL/127B/FDPR/GS 08
11 Structural drawings
12 Detailed Cross Section CET/2015/3636/NHIDCL/127B/FDPR/DCS 20
LOCATION PLAN
KEY PLAN
TYPICAL CROSS SECTION
Proposed Right of Way 30000
℄ of Proposed Carriageway
℄ of Existing Carriageway
2750 24500 2750
Space for Space for
Utility Utility
Services 4000 7000 2500 7000 4000 Services
Shoulder Carriageway 500 Median 500 Carriageway Shoulder
RIGHT OF WAY
RIGHT OF WAY
Kerb Kerb
1500 500 2000 Shyness 1500 Shyness 2000 500 1500
Typical Cross Section Mkd. TCS -1A
Drain Paved Paved Drain
Railing
Railing
Chainage (M)
Length (M)
From To
2.5% 2.5%
2.5% 2.5% 36500 36900 400
Total Length= 400
250 Existing Pavement Dismantled 250
up to GSB layer
Existing subgrade used as 40 mm BC
subgrade after loosening & Existing Carriageway 85 mm DBM
Recompacting to achived
8% Design CBR Existing Pavement used as GSB 250 mm WMM(In Two Layer)
after scarifiing bituminous layer 200 mm GSB
500 mm Subgrade
(CBR not less than 8%)
TCS - 1A : RE-CONSTRUCTION OF 4-LANE CARRIAGEWAY FOR FLEXIBLE PAVEMENT
WITH BOTH SIDE DRAIN ( DISMANTLING UPTO EXISTING GSB LAYER )
Proposed Right of Way 45000
℄ of Proposed Carriageway
℄ of Existing Carriageway
26000
Typical Cross Section Mkd. TCS -2B
3500 7000 7000 3500 Chainage (M)
5000 Length (M)
CORRIDOR FOR Shoulder Carriageway 500 Median 500 Carriageway Shoulder CORRIDOR FOR From To
TREE Kerb Kerb TREE
150 mm GRANULAR MATERIAL 2000 1500 1500 2000 150 mm GRANULAR MATERIAL 36900 39150 2250
PLANTATION / Shyness 4000 Shyness PLANTATION /
2000 AFFORESTATION Earthen Paved Paved Earthen AFFORESTATION 2000 41250 42550 1300
RIGHT OF WAY
RIGHT OF WAY
Space for Space for Total Length= 3550
2.5% 2.5% 2.5% 2.5%
Utility 3.0% 3.0% Utility
Services Turfing Turfing Services
2 2
1 1
Unlined 4.0% Existing Pavement Dismantled 4.0% Unlined
Drain up to subgrade layer 40 mm BC Drain
Existing Carriageway 85 mm DBM
250 mm WMM(In Two Layer)
200 mm GSB
500 mm Subgrade
(CBR not less than 8%)
TCS - 2B : RE-CONSTRUCTION OF 4-LANE CARRIAGEWAY FOR FLEXIBLE PAVEMENT WITH NEW SUBGRADE
NATIONAL HIGHWAYS AND INFRASTRUCTURE
DEVELOPMENT CORPORATION LIMITED.
TYPICAL CROSS SECTION DWG. NO. CET/2015/3636/NHIDCL/127 B/FDPR/TCS
1:100 3RD FLOOR, PTI BUILDING, 4-PARLIAMENT STREET,
Sh. 1 of 2
NEW DELHI - 110001
Consultancy Services for Feasibility Study and preparation of Detailed ROAD NAME: NH-127 B starting from Srirampur in the
CE TESTING COMPANY PVT. LTD. Drawn By.
Design By. Checked By. Approved By.
R2 NOV,19 CHANGE OF HIGH FLOOD LEVEL
Project Report for Construction & up-gradation of the newly declared NH-127 B state of Assam to the immediate approach of proposed 124-A, N.S.C. Bose Road
(Assam portion) starting from Srirampur on NH-27(old NH-31 C) at Chainage 0.00 Kolkata - 700092.
MKD. DATE DESCRIPTION CHKD. APPRD. bridge over river Brahmaputra near Dhubri.
November km to the immediate approach of proposed bridge over river Brahmaputra near
2019 PACKAGE NO: PWD - NH (R) / ABY / 2014 - 15 /02 U.Malik R. Mishra A.Nayak
REVISIONS Dhubri at chainage 55.700 km to NH standard (4 Lane) B.Das
Proposed Right of Way 45000/60000
℄ of Proposed Carriageway
℄ of Existing Carriageway
26000
3500 7000 5000 7000 3500
CORRIDOR FOR Shoulder Carriageway 500 Median 500 Carriageway Shoulder CORRIDOR FOR
TREE Kerb Kerb TREE Typical Cross Section Mkd. TCS -3
PLANTATION / 150 mm GRANULAR MATERIAL 2000 1500 Shyness Shyness 1500 2000 150 mm GRANULAR MATERIAL PLANTATION /
4000
2000 AFFORESTATION Earthen Paved Paved Earthen AFFORESTATION 2000 Chainage (M)
Length (M)
From To
RIGHT OF WAY
RIGHT OF WAY
Space for 2.5% 2.5% Space for
Utility 3.0% 2.5% 2.5% 3.0% Utility 39150 39370 220
Services Turfing Turfing Services 42550 43300 750
2 2
Total Length= 970
1 1
Unlined 4.0% 4.0% Unlined
Drain 40 mm BC Drain
85 mm DBM
250 mm WMM(In Two Layer)
200 mm GSB
TCS - 3 : NEW CONSTRUCTION OF 4-LANE CARRIAGEWAY FOR FLEXIBLE PAVEMENT 500 mm Subgrade
(CBR not less than 8%)
Proposed Right of Way 45000/60000
℄ of Proposed Carriageway
25000
Typical Cross Section Mkd. TCS -5A
Chainage (M)
5000 Length (M)
1500 1500 7000 Median 7000 1500 1500 From To
B Paved Carriageway 500 500 Paved 40700 41250 550
Shoulder Kerb Kerb Shoulder
Shyness Shyness Total Length= 550
4000
2.5% 2.5% 2.5% 2.5%
2000 2000
Space for Space for
Utility Utility
Services 40 mm BC Services
1000 1500 5500 1500 85 mm DBM 1500 5500 1500 1000
RIGHT OF WAY
RIGHT OF WAY
Drain Earthen SERVICE ROAD Earthen 250 mm WMM(In Two Layer) Earthen SERVICE ROAD Earthen Drain
Shoulder Shoulder 200 mm GSB Shoulder Shoulder
EARTH FILLING 500 mm Subgrade
A
2.0% 3.0% 3.0% 2.0%
3.0% 3.0%
Selected Earth Selected Earth Selected Earth Selected Earth
150 mm well graded 150 mm well graded 150 mm well graded 150 mm well graded
Granular layer Granular layer Granular layer Granular layer
250 mm PQC 250 mm PQC
150 mm DLC 150 mm DLC
150 mm GSB 150 mm GSB
500 mm Subgrade 500 mm Subgrade
TCS - 5A : 4-LANE CARRIAGEWAY FOR FLEXIBLE PAVEMENT WITH BOTH SIDE RE WALL & SERVICE ROAD
Proposed Right of Way 60000
℄ of Proposed Carriageway
25000
500 5000
125
250 B 1500 1500 7000 Median 7000 1500 1500
150 Paved Carriageway 500 500 Paved
Shoulder Shoulder Typical Cross Section Mkd. TCS -5B
Kerb Kerb
375 625
Shyness 4000 Shyness Chainage (M)
800
Length (M)
From To
1855
250
2.5% 2.5% 2.5% 2.5%
1230 39370 40700 1330
750
730
Total Length= 1330
125
2000 100 thk. LEAN CONC. 2000
100THK.PCC
Space for SAND FILLIING M15 Space for
100
Utility Utility
Services Details of 'B' 40 mm BC Services
Details of 'A'
85 mm DBM
RIGHT OF WAY
RIGHT OF WAY
250 mm WMM(In Two Layer)
200 mm GSB
EARTH FILLING 500 mm Subgrade
TCS - 5B : 4-LANE CARRIAGEWAY FOR FLEXIBLE PAVEMENT WITH BOTH SIDE RE WALL
NATIONAL HIGHWAYS AND INFRASTRUCTURE
DEVELOPMENT CORPORATION LIMITED.
TYPICAL CROSS SECTION DWG. NO. CET/2015/3636/NHIDCL/127 B/FDPR/TCS
1:100 3RD FLOOR, PTI BUILDING, 4-PARLIAMENT STREET,
Sh. 2 of 2
NEW DELHI - 110001
Consultancy Services for Feasibility Study and preparation of Detailed ROAD NAME: NH-127 B starting from Srirampur in the
CE TESTING COMPANY PVT. LTD. Drawn By.
Design By. Checked By. Approved By.
R2 NOV,19 CHANGE OF HIGH FLOOD LEVEL
Project Report for Construction & up-gradation of the newly declared NH-127 B state of Assam to the immediate approach of proposed 124-A, N.S.C. Bose Road
(Assam portion) starting from Srirampur on NH-27(old NH-31 C) at Chainage 0.00 Kolkata - 700092.
MKD. DATE DESCRIPTION CHKD. APPRD. bridge over river Brahmaputra near Dhubri.
November km to the immediate approach of proposed bridge over river Brahmaputra near
2019 PACKAGE NO: PWD - NH (R) / ABY / 2014 - 15 /02 U.Malik R. Mishra A.Nayak
REVISIONS Dhubri at chainage 55.700 km to NH standard (4 Lane) B.Das
HORIZONTAL ALIGNMENT REPORT
VERTICAL ALIGNMENT REPORT
CURVE DETAILS REPORT
LEGEND
PLAN & PROFILE
SRIRAMPUR NEAR DHUBRI
GHAT TEMPLE
RUPSI
LEGEND : -
EXISTING ROAD :
PROPOSED CENTRE LINE :
PROPOSED CARRIAGEWAY :
NING
PROPOSED PAVED SHOULDER :
MOTORJHAR BUR
PROPOSED EARTHEN SHOULDER :
PROPOSED MEDIAN :
PROPOSED REWALL :
PROPOSED DRAIN :
57
No.
Curve 400 PROPOSED ROW : ROW ROW
R (m) 43.842
.106M
DESIGN CH : 1+000
Lc (m) 120.00 t Curve No. 58
h 1+000
Ls (m) 23^28'07" Rig
:
36+550SING HEIGHT=4.875M
HT=5
EXISTING CH
R (m) 2000
LADIES TAYLOR
Delta 5.0% Lc (m) 77.046
PACKAGE -IV
PACKAGE -III
HEIG
e 1 00 StructureNo.- 37/3
37/1 Speed
Design
No.- ert
RESIDENTIA Type:-Box Culvert
STORE
START OF
cture
L AREA Delta 2^12'26" Right
SING
lv
Stru Box Cu .0)m Span:- 1/(2.0x2.0)m
4 NO HOUSE
ORE
230M
RESIDENTIAL AREA
e
END OF
:- x2 2.5%
0 .426
p e
PI
T y 2 .0 n 8 NO HOUSE Design Ch:36+750
CROS
:- 1/(
36+300
+150 nstructio Design Speed
36+250
100
36+350
Span n Ch:36
MEDICAL ST
HT=5.
36+400
Imp.Prop. - New Construction
MEDICAL
w Co
36+450
002
RESIDENTIAL AREA
Desig rop. - Ne
RESIDENTIAL AREA
CROS
RESIDENTIAL ARE
36+362+2
RESID
36+600
SHOP
ROW ROW 2 NO HOUSE A
.P ROW ROW
HEIG
ENT ROW 6 NO HOUSE
p ROW ROW
PI
ROW
36+650
ROW
36+631.212
Im 2 NO H IAL AREA ROW ROW ROW
37+350 SHOP
2 NO HOUSE ROW ROW ROW
ROW ROW ROW
36+700
37+050
ROW
SHOP
ROW
50
OUSE
ROW ROW
37+100
ROW ROW ROW ROW
3 NO H
ROW ROW
36+750
RESIDENTIA
37+150
ROW OUSE
SING
ROW ROW RESIDENTIAL AREA RESIDENTIA
37+000
37+200
ROW ROW ROW
L AREA
37+250
ROW L AR
36+800
ROW
4 NO HOUS
2 NO HOUSE EA
36+1
37+300
PWD 7 NO SHOP ROW
ROW ROW 2 NO HOUSE E
ROW
36+850
ROW
CROS
ROW
ROW
37+400
11 NO SHOP 2 NO SHOP ROW ROW
36+900
PILLAR
37+450
ROW ROW
ROW
100
ROW
37+500
36+950
ROW ROW
W ROW ROW
RO
37+000
ND
37+550
ROW
50
ND
ROW ROW
W ROW
37+600
RO ROW
9
PILLAR
36+
ROW
DITCH LA
36+
ROW
DITCH LA
ROW
PILLAR
W DITCH LAND
37+650
RO BUS STOP ROW ROW ROW
ROW
050
37+700
W RO
RO
37+750
ROW ROW ROW ROW ROW
DITCH LAND
5 ROW ROW ROW ROW ROW
0
RESINO ROW
37+800
W ROW ROW
HO E ROW
RO DENTIAUS ROW
90
MOBILE STORE
ROW ROW ROW ROW ROW
DITCH LAND
ROW
36+
ROW ROW ROW
L AREA
36+
OW ROW ROW ROW ROW 3 NO HOUSE
R ROW ROW ROW ROW ROW
36+342.916
ROW
RO
W ROW ROW
0
AT CHAINAGE
ROW RESIDENTIAL AREA
36+222.91
4 NO HOUS MOTORJHAR STATE MOD ROW ROW
ROW
EL HOSPITAL ROW
00
RO
W RESIDENT E ROW ROW
850
ROW
ROW ROW
PILLAR
36+1
36+592.684
W
IAL AREA ROW
RO ROW
LAGE
KM 36+500
ROW
ROW
36+
ROW
36+
36+669.730
W ROW ROW
RO ROW
OW
ST
ROW
CS
ROW
79.07
R ROW
W ROW ROW
6
RO StructureNo.- 37/2 ROW
TOR JHAR VIL
ROW
SC
ROW
00
ROW
PC
W ROW
RO Type:-Box Culvert ROW
3
8
PT
36+
RESIDENTIAL AREA
Span:- 1/(2.0x3.0)m
Design Ch:36+382
W
RO Imp.Prop. - Reconstruction
W
36+
RO RESIDENTIAL AREA
MO
W NTIAL AREA
RO Existing Structure
0 59.0
W
RO Type:-Pipe Culvert
TS
W
RO
73
Dia:- 1 X 0.9m
W
RO
W
RO
W
RO
MOTH MANDIR
ILI
CHAR
44.00M
Type Symmetric Parabola
Dir Sag
42.00M L 230.00m
G1 -2.442%
G2 -0.029% FINISHED ROAD LINE
MO0.69m
Box Culvert 1/(2.0x3.0)m
40.00M
Box Culvert 1/(2.0x2.0)m
EXISTING ROAD / GROUND LINE
Box Culvert 1/(2.0x2.0)m
R 1.05 Type Symmetric Parabola
K 95.30 Dir Crest
Design Ch:- =36+382
Design Ch:- =36+750
Design Ch:- =36+150
SD 508.75m L 60.00m
G1 -0.029%
Design Ch:- =36+070
PVT 36+146
PVC 36+631
Elev 33.027
PVT 36+691
38.00M
Elev 32.887
Elev 32.863
G2 -0.049%
MO-0.00m
End of RE wall
R -0.03
K 2922.17
36.00M SD 23407.33m
34.00M L 485.187m L 389.964m
A
B A
Slp -0.029% A B
A
B
Slp -0.049%
A
32.00M
Elev 33.060
PVI 36+031
Elev 32.878
PVI 36+661
30.00M
28.00M
26.00M
Datum = 24.00M
31.921 34.181
31.980 33.825
32.004 33.534
32.020 33.309
32.025 33.149
32.005 33.055
31.903 33.026
31.695 33.019
31.535 33.011
31.916 33.004
31.872 32.997
31.845 32.990
31.833 32.982
31.850 32.975
31.877 32.968
31.912 32.961
31.944 32.954
31.938 32.946
31.929 32.939
31.989 32.932
32.011 32.925
31.971 32.917
31.912 32.910
31.862 32.903
31.824 32.896
31.830 32.888
31.852 32.881
31.884 32.871
31.919 32.859
31.946 32.846
31.967 32.834
31.951 32.821
31.944 32.809
31.974 32.797
31.962 32.784
31.904 32.772
31.855 32.760
31.861 32.747
31.811 32.735
31.751 32.723
31.729 32.710
31.734 32.698
31.721 32.685
FINISHED ROAD LEVEL.
ALONG THE PROPOSED CL.
EXISTING GROUND LEVEL
ALONG THE PROPOSED CL.
L 43.84
L 120.00 R 400.00
L 120.00
L 77.05
A 219.09 A 219.09
HORIZONTAL ALIGNMENT R 2000.00
L230.000 L485.187 L60.000 L389.964
VERTICAL ALIGNMENT L1 115.000 Slp-0.029% L1 30.000 Slp-0.049%
L2 115.000 L2 30.000
35+999.073
36+119.073
36+175 36+179.073
36+222.916
36+282.916
36+400 36+402.916
e 2.500%
e 2.500%
e 5.000%
e 5.000%
e 2.500%
e 2.500%
36+57536+575.184
36+60036+601.434
36+660.980
36+687.230
37+02537+029.392
e 2.500%
e 2.500%
e 2.500%
e 2.500%
e 2.500%
SUPERELEVATION (e %)
36+000
36+025
36+050
36+075
36+100
36+125
36+150
36+200
36+225
36+250
36+275
36+300
36+325
36+350
36+375
36+425
36+450
36+475
36+500
36+525
36+550
36+625
36+650
36+675
36+700
36+725
36+750
36+775
36+800
36+825
36+850
36+875
36+900
36+925
36+950
36+975
37+000
37+050
CHAINAGE (KM)
NATIONAL HIGHWAYS AND INFRASTRUCTURE
HOR- 1:2000 DEVELOPMENT CORPORATION LIMITED. PLAN & PROFILE DWG. NO. CET/3636/ASSAM PWD/127B/FDPR/PP-01
3RD FLOOR, PTI BUILDING, 4-PARLIAMENT STREET,
VER- 1:200 Km 36+500 to Km 37+000
Consultancy Services for Feasibility Study and preparation of Detailed
NEW DELHI - 110001
CE TESTING COMPANY PVT. LTD. Drawn By.
ROAD NAME: NH-127 B starting from Srirampur in the Design By. Checked By. Approved By.
Project Report for Construction & up-gradation of the newly declared NH-127 B 124-A, N.S.C. Bose Road
state of Assam to the immediate approach of proposed
(Assam portion) starting from Srirampur on NH-27(old NH-31 C) at Chainage 0.00 bridge over river Brahmaputra near Dhubri. Kolkata - 700092.
MKD. DATE DESCRIPTION CHKD. APPRD.
Mar,2020 km to the immediate approach of proposed bridge over river Brahmaputra near
REVISIONS : R1 Dhubri at chainage 55.700 km to NH standard PACKAGE NO: PWD - NH (R) / ABY / 2014 - 15 /02 P.Nondy S.Dey B.Das A.Nayak
SRIRAMPUR NEAR DHUBRI
LEGEND : -
EXISTING ROAD :
PROPOSED CENTRE LINE :
PROPOSED CARRIAGEWAY :
PROPOSED PAVED SHOULDER :
PROPOSED EARTHEN SHOULDER :
39/1
:
No.- ert
PROPOSED MEDIAN
TIAL
cture lv OUS AREA
PROPOSED REWALL : Stru Box Cu 2.0)m E
p e :- .0 x
Ty /(2 +000 on
PROPOSED DRAIN : n:- 1 tructi
Spa n Ch:38 w Cons
HT=5.396M
PROPOSED ROW ROW ROW ig e
:
Des rop. - N
000
DESIGN CH : 1+000 Imp.P RO
W
W
RO
38+
EXISTING CH : 1+000
50
RESID W
RO
CROSSING HEIG
Existing Structure
ENTIA
L ARE ROW
4M
D
37+9
RESIDENTIAL AREA Type:-Pipe Culvert
AY ROW
A
PON
D BUSB
0
R
G HEIGHT=8.69
800
POND
2 NO HOUSE U Dia:- 1 X 0.9m ROW
RIP
37+90
U
SE ROW
PROPO
38+
GO
37+850
StructureNo.- 38/2 ROW
HT=5.454M
HT=5.206M
ROW
POND
Type:-Box Culvert
HT=5.890M
37+800
ROW
750
ROW
Span:- 1/(2.0x3.0)m
0
37+750
ROW
38+
37+00
ROW
Design Ch:37+626
37+700
0
ROW
LINE CROSSIN
ROW A W
38+700
ROW
CROSSING HEIG
ARE ction RO
Imp.Prop. - Reconstru
37+05
ROW
37+650
CROSSING HEIG
ROW TIAL ROW ROW
ROW
CROSSING HEIG
IDEN ROW
With Earth Cushion
38+650
ROW
37+600
08 POND
ROW E
0 RES ROW
OFC
ROW
37+800
ROW OUS ROW
37+10
LAND ROW
ROW
PILLAR
37+550
H RESIDENTIAL AREA
ROW
38+600
DITCH SHOP ROW 4 NO ROW
ROW
37+150
ROW ROW ROW
37+500
37+850
ROW
38+550
HT LINE
ROW RESIDENTIAL AREA
D
ROW ROW ROW
E YAR
ROW
37+200
ROW
37+450
HT
ROW
38+500
70.4
ROW ROW ROW
37+250
37+400
RESIDENTIAL AREA ROW
ROW ROW
BUS STOP
38+450
ROW
37+300
37+350
37+900
ROW ROW
ROW ROW
37+9
ROW 8 NO HOUSE
GRAV
ROW
38+400
ROW ROW ROW
ROW ROW ROW
PILLAR
GRAVE YARD
ROW ROW ROW
38+350
PI
ROW
DITCH LAND
ROW ROW
37+950 ROW ROW ROW ROW ROW
60
TOWER
ROW ROW ROW ROW
38+300
ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW
ROW o. 800 .115
BSNL
38+000
ve N
ROW ROW
38+250
ROW
ROW ROW
Cur ) 244 0
38+050
ROW
38+200
38+100
ROW ROW
38+150
m 60.0 eft
37+846.4
DITCH LAND
ROW
DITCH LAND
ROW ROW ROW 3 NO
H (
R m)
DITCH LAND
RESIDEN OUSE
ROW
Lc ( m) "L
ROW
PILLAR DITCH LAND
ROW
6'50
37+786.45
ROW ROW ROW TIAL AR
ROW ROW
Ls ( a 21^4 2.5% 100
EA
ROW ROW ROW
Delt
37+05 TS
ROW
SC
ROW ROW
PILLAR
)
A ROW
57
RESIDENTIAL ARE ROW ROW p h
ROW
ROW ROW ROW ROW e (km
TS
37+10 SC
ROW
ROW ROW D/S
8.238
ROW
7
AREA ROW
SIDENTIAL ROW ROW
DITCH LAND
RE ROW ROW
ROW ROW ROW ROW
ROW ROW
PWD
ROW ROW
ROW ROW
3.238
ROW ROW ROW ROW ROW ROW ROW
Structure
37+472.319
No.- 38/1
37+266.891
HT 4
Type:-Box RES NO HOU
37+427.319
LIN
Culvert E IDEN SE
POND
Span:- 1/( 3 NO HOUSE
2.0
TIAL
Design Ch x2.0)m 6 NO HOUSE RESIDENTIA ARE
:37+150
L AR A
ST
EA
Imp.Prop.
PI
SBAY
RESIDENTIA
CS
- New Co L AREA
nstru
SED BU
ction Curve No. 59
PROPO
R (m) 1150
CHAPRA BALAJANI
Lc (m) 324.081
I
AN
Ls (m) 45.00
J
LA
Delta 18^23'19" Left
BA
e 2.5%
A
R
D/S (kmph)
AP
100
H
C
HT
LIN
E
42.00M
40.00M
Box Culvert 1/(2.0x2.0)m
Type Symmetric Parabola Type Symmetric Parabola
Type Symmetric Parabola
Box Culvert 1/(2.0x3.0)m
Dir Crest
Box Culvert 1/(2.0x2.0)m
Design Ch:- =37+150
Dir Sag FINISHED ROAD LINE Dir Crest
L 60.00m L 140.00m
Design Ch:- =37+626
Design Ch:- =38+000
38.00M G1 -0.049% L 60.00m
G1 0.063%
PVC 37+081
PVT 37+141
Elev 32.670
PVC 37+828
G1 -0.163%
PVT 37+968
Elev 32.606
G2 -0.163%
Elev 32.485
Elev 32.472
EXISTING ROAD / GROUND LINE
PVC 37+362
G2 -0.044%
PVT 37+422
Elev 32.245
Elev 32.215
MO-0.01m G2 0.063%
MO-0.02m
R -0.19 MO0.02m
R -0.08
36.00M K 527.75 R 0.38
K 1302.22
SD 4251.97m K 265.04
SD 4534.77m
34.00M
L 221.495m L 406.189m
A
B
A
A
Slp -0.163% B
Slp 0.063% B
32.00M
A
A
Elev 32.655
PVI 37+111
Elev 32.516
PVI 37+898
Elev 32.196
PVI 37+392
30.00M
28.00M
26.00M
24.00M
Datum = 22.00M
31.729 32.710
31.734 32.698
31.721 32.685
31.660 32.673
31.615 32.657
31.569 32.630
31.562 32.591
31.641 32.550
31.672 32.510
31.660 32.469
31.633 32.428
31.556 32.387
31.445 32.346
31.308 32.306
31.216 32.265
31.171 32.227
31.116 32.210
31.106 32.217
31.087 32.233
31.067 32.248
31.086 32.264
31.121 32.280
31.017 32.296
30.896 32.312
30.862 32.327
30.874 32.343
30.893 32.359
30.941 32.375
30.940 32.391
30.904 32.406
30.893 32.422
30.908 32.438
30.946 32.454
31.061 32.470
31.183 32.484
31.303 32.493
31.349 32.497
31.293 32.497
31.242 32.492
31.201 32.482
31.202 32.471
31.252 32.460
31.251 32.449
FINISHED ROAD LEVEL.
ALONG THE PROPOSED CL.
EXISTING GROUND LEVEL
ALONG THE PROPOSED CL.
L 45.00 L 324.08 L 45.00 L 60.00
HORIZONTAL ALIGNMENT L 244.12
A 227.49 R 1150.00 A 227.49 A 219.09 R 800.00
L60.000 L221.495 L60.000 L140.000
L406.189
VERTICAL ALIGNMENT L1 30.000 Slp-0.163% L1 30.000 L1 70.000
L2 30.000 L2 30.000 Slp0.063% L2 70.000
37+02537+029.392
37+087.084
37+10037+103.238
37+42537+427.319
37+443.473
37+50037+501.165
37+756.457
37+816.457
37+846.457
e 2.500%
e 2.500%
e 3.900%
e 3.900%
e 2.500%
e 2.500%
e 2.500%
e 2.500%
e 5.000%
SUPERELEVATION (e %)
37+000
37+050
37+075
37+125
37+150
37+175
37+200
37+225
37+250
37+275
37+300
37+325
37+350
37+375
37+400
37+450
37+475
37+525
37+550
37+575
37+600
37+625
37+650
37+675
37+700
37+725
37+750
37+775
37+800
37+825
37+850
37+875
37+900
37+925
37+950
37+975
38+000
38+025
38+050
CHAINAGE (KM)
NATIONAL HIGHWAYS AND INFRASTRUCTURE
HOR- 1:2000 DEVELOPMENT CORPORATION LIMITED. PLAN & PROFILE DWG. NO. CET/3636/ASSAM PWD/127B/FDPR/PP-02
3RD FLOOR, PTI BUILDING, 4-PARLIAMENT STREET,
VER- 1:200 Km 37+000 to Km 38+000
Consultancy Services for Feasibility Study and preparation of Detailed
NEW DELHI - 110001
CE TESTING COMPANY PVT. LTD. Drawn By.
ROAD NAME: NH-127 B starting from Srirampur in the Design By. Checked By. Approved By.
Project Report for Construction & up-gradation of the newly declared NH-127 B 124-A, N.S.C. Bose Road
state of Assam to the immediate approach of proposed
(Assam portion) starting from Srirampur on NH-27(old NH-31 C) at Chainage 0.00 bridge over river Brahmaputra near Dhubri. Kolkata - 700092.
MKD. DATE DESCRIPTION CHKD. APPRD.
Mar,2020 km to the immediate approach of proposed bridge over river Brahmaputra near
REVISIONS : R1 Dhubri at chainage 55.700 km to NH standard PACKAGE NO: PWD - NH (R) / ABY / 2014 - 15 /02 P.Nondy S.Dey B.Das A.Nayak
SRIRAMPUR NEAR DHUBRI
LEGEND : -
EXISTING ROAD :
PROPOSED CENTRE LINE :
PROPOSED CARRIAGEWAY :
SOHEBGANJ
PROPOSED PAVED SHOULDER :
PROPOSED EARTHEN SHOULDER :
PROPOSED MEDIAN :
PROPOSED REWALL :
PROPOSED DRAIN :
PROPOSED ROW : ROW ROW Curve No. 61
1200 StructureNo.- 39/4
R (m)
DESIGN CH : 1+000 Lc (m) 61.086 Type:-Box Culvert
: 1+000 Ls (m) 40.00 Span:- 1/(2.0x2.0)m
EXISTING CH
StructureNo.- 39/3
NCE
Delta 4^49'35" Right Design Ch:38+850
Type:-Box Culvert
NCE
e 2.5% Imp.Prop. - New Construction
StructureNo.- 39/2 Span:- 1/(2.0x2.0)m
2 NOS. RESIDE
Type:-Box Culvert
D/S (kmph) 100
Design Ch:38+550
5 NOS. RESIDE
38+750
38+800
Construction
38+700
Span:- 1/(2.0x2.0)m
38+850
Structure Imp.Prop. - New
38+900
38+650
38+950
No
38+752.918
PI
Type:-Box .- 39/1
39+000
Design Ch:38+350
38+600
38+550
NCE
Culvert Construction
Imp.Prop. - New
38+500
Span:- 1/(
38+450
2.0
Design Ch x2.0)m ROW ROW ROW ROW ROW
38+400
ROW ROW ROW ROW ROW
5 NOS. RESIDE
ROW ROW ROW ROW ROW ROW
:3 ROW
38+350
ROW
Imp.Prop. 8+000 ROW ROW ROW ROW ROW ROW
ROW ROW ROW
38+300
ROW ROW ROW
D
ROW
39+600
- New Co
39+550
ROW
38+250
39+650
39+500
ROW POND POND
2NOS.RESEDENCE
nstruction ROW
YAR
ROW
39+700
ROW
38+200
11KV LINE
39+450
EA ROW
39+750
NTIAL AR ROW
39+800
ROW
38+000
38+150
ROW
39+400
RESIDE ROW ROW POND POND 11KV LINE
38+100 ROW
38+050
ROW
39+350
USE ROW ROW
3 NO HO ROW
AVE
ROW POND PILLAR
39+300
ROW ROW
ROW ROW ROW POND PILLAR
39+250
ROW ROW
39+200
ROW ROW POND POND
GR
ROW ROW ROW
39+150
ROW ROW
MAN
ROW
39+100
ROW
D
ROW POND CE
PW
ROW ROW ROW ROW
RESIDEN
ROW ROW
39+050
ROW ROW ROW ROW
POND
2 NOS.
2 NOS. RESIDENCE
39+000
POND
38+800
NCE
POND
38+950
RAH
NCE
OFC
BUS BAY
38+900
38+850
PILLAR
MD. SAIDURATE
NCE
ROW ROW ROW ROW T PLAN
ROW T
ROW ROW ROW
TMEN
NCE
PILLAR
ROW ROW ROW
NCE
1 NOS. RESIDE
WATER TREA
POND ROW ROW ROW ROW ROW ROW
4 NOS. RESIDE
ROW
TOILET
POND ROW ROW ROW
NCE
LOW LAND ROW
NCE
MOSJID
ROW ROW ROW ROW ROW
ADVOC
ROW ROW
2 NOS. RESIDE
POND ROW ROW ROW
ROW
5 NOS. RESIDE
ROW
7 NOS. RESIDE
ROW
38+783.428
ROW
38+823.428
38+722.343
ROW
POND
3 NOS. RESIDE
ROW
3 NOS. RESIDE
ROW
38+682.343
POND ROW ROW ROW
POND ROW ROW ROW
POND
ROW ROW ROW
POND ROW ROW ROW
ROW ROW ROW
ROW ROW ROW
CS
ROW
SC
ROW
ST
ROW ROW ROW ROW
TS
ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW
POND
POND
38+150.573
38+090.573
ST
CS
S (kmph)
100
A L
LTA
BE
Type Symmetric Parabola
Box Culvert 1/(2.0x2.0)m
Box Culvert 1/(2.0x2.0)m
Dir Crest
Box Culvert 1/(2.0x2.0)m
Design Ch:- =38+000
L 60.00m FINISHED ROAD LINE
Box Culvert 1/(2.0x2.0)m
38.00M
Design Ch:- =38+350
G1 -0.044%
Design Ch:- =38+550
PVC 38+680
Design Ch:- =38+850
EXISTING ROAD / GROUND LINE
PVT 38+740
Elev 32.169
Elev 32.101
G2 -0.183%
MO-0.01m
36.00M R -0.23
K 432.26
SD 3488.04m
34.00M
L 711.956m
Slp -0.044% L 431.807m
32.00M Slp -0.183%
A
Elev 32.156
PVI 38+710
30.00M
28.00M
26.00M
24.00M
22.00M
20.00M
Datum = 18.00M
31.202 32.471
31.252 32.460
31.251 32.449
31.184 32.438
31.183 32.427
31.206 32.416
31.247 32.404
31.306 32.393
31.359 32.382
31.324 32.371
31.283 32.360
31.174 32.349
31.061 32.338
30.976 32.327
30.917 32.316
30.967 32.305
31.076 32.294
31.002 32.283
30.911 32.272
30.790 32.260
30.758 32.249
30.813 32.238
30.868 32.227
30.881 32.216
30.883 32.205
30.877 32.194
30.861 32.183
30.843 32.172
30.830 32.156
30.783 32.127
30.720 32.084
30.743 32.038
30.790 31.992
30.735 31.946
30.683 31.900
30.663 31.855
30.654 31.809
30.623 31.763
30.589 31.717
30.588 31.672
30.593 31.626
30.601 31.580
30.584 31.534
FINISHED ROAD LEVEL.
ALONG THE PROPOSED CL.
EXISTING GROUND LEVEL
ALONG THE PROPOSED CL.
L 40.00 L 61.09 L 40.00
L 60.00 R 1200.00
HORIZONTAL ALIGNMENT A 219.09 A 219.09
A 219.09
L60.000 L431.806
L711.956
VERTICAL ALIGNMENT Slp-0.044% L1 30.000 Slp-0.183%
L2 30.000
38+090.573
38+120.573
38+17538+180.573
38+65038+655.316
38+709.370
38+722.343
38+783.428
38+796.401
38+85038+850.455
39+00039+002.110
e 5.000%
e 2.500%
e 2.500%
e 2.500%
e 2.500%
38+725 e 3.700%
e 3.700%
e 2.500%
e 2.500%
e 2.500%
SUPERELEVATION (e %)
38+000
38+025
38+050
38+075
38+100
38+125
38+150
38+200
38+225
38+250
38+275
38+300
38+325
38+350
38+375
38+400
38+425
38+450
38+475
38+500
38+525
38+550
38+575
38+600
38+625
38+675
38+700
38+750
38+775
38+800
38+825
38+875
38+900
38+925
38+950
38+975
39+025
39+050
CHAINAGE (KM)
NATIONAL HIGHWAYS AND INFRASTRUCTURE
HOR- 1:2000 DEVELOPMENT CORPORATION LIMITED. PLAN & PROFILE DWG. NO. CET/3636/ASSAM PWD/127B/FDPR/PP-03
VER- 1:200 3RD FLOOR, PTI BUILDING, 4-PARLIAMENT STREET,
Km 38+000 to Km 39+000
Consultancy Services for Feasibility Study and preparation of Detailed
NEW DELHI - 110001
CE TESTING COMPANY PVT. LTD. Drawn By.
ROAD NAME: NH-127 B starting from Srirampur in the Design By. Checked By. Approved By.
Project Report for Construction & up-gradation of the newly declared NH-127 B 124-A, N.S.C. Bose Road
state of Assam to the immediate approach of proposed
(Assam portion) starting from Srirampur on NH-27(old NH-31 C) at Chainage 0.00 bridge over river Brahmaputra near Dhubri. Kolkata - 700092.
MKD. DATE DESCRIPTION CHKD. APPRD.
Mar,2020 km to the immediate approach of proposed bridge over river Brahmaputra near
REVISIONS : R1 Dhubri at chainage 55.700 km to NH standard PACKAGE NO: PWD - NH (R) / ABY / 2014 - 15 /02 P.Nondy S.Dey B.Das A.Nayak
SRIRAMPUR NEAR DHUBRI
ND
PO
CUL
IVA T
TED
LAN
D
LEGEND : -
EXISTING ROAD :
2)
PROPOSED CENTRE LINE :
PROPOSED CARRIAGEWAY :
(
-A
PROPOSED PAVED SHOULDER :
40+100
40+050
PROPOSED EARTHEN SHOULDER
PROPOSED MEDIAN
:
:
A D
RO
00
PROPOSED REWALL : ROW ROW ROW ROW ROW
ROW
40+0
ROW ROW
PROPOSED DRAIN : ROW
ROW
PROPOSED ROW : ROW ROW ROW
950
ROW
DESIGN CH : 1+000 W
RO
W
39+
40+000
EXISTING CH : 1+000 CUL RO
40+050
TIV W LAN
RO
ATE
/1 D D
40
40+100
LAN W
950
o.- ert
D RO
0
eN ulv )m
tur ox C x4.0 OW
90
n
c ctio
R
u 0
Str pe:-B /(3.0 +80 stru
40+15
39+
+
W
1 :39 on RO
Ty an:-
39
p C h
R ec ion
S sign p. - ush RO
W
De .Pro rth C
39 900
p
Im h Ea
W
RO
Wit
50
50
e
dg
+
W
/3 Bri RO
39
+8
40+0
- 40 lab n
. tio W
No l S uc RO
re gra 0 nstr
000
ctu te m 0 W
t ru :-In x15 9+7 Co RO
39 850
S pe - 1 :3 ew
Ty an: n Ch - N W
40+
1
00
RO
M IPE RT
=0
Sp sig rop.
+
0.9 F P VE
950
De p.P
+8
W
39
RO
Ø= O. O CUL
RE Im W
N IPE
RO
39+
SI CUL
/4
P
DE
40
W
TIV
RO
ATE
900
o.- ert
39 800
NT D
eN Culv .0)m
LAN
50
tur
IA
W n D
RO uc -Box .0x4 95 uctio
L
r
+
AR t
+7
39+
S e: 3 7 str
1/(
ND
9+
39
W p
Ty an:- Ch:3 econ n
EA
RO
ND
PO
40+0
850
o
Sp sign p. - R ushi
LA
W
RO De .Pro rth C
60.82
p
Im th Ea
TC
39+
W
RO i
SC
00
DI
W
100
800
W
2
RO
+7
39+
50W
ND
39
RO
40+
39+
+7
985
PO
RD
39
ND
CUL
/2 W
750
.822
40 RO
)
TS
TIV
YA
o.- ert
PO
ATE
0
(1
D
reN Culv .0)m
50
E
LAN W
05
u n RO
AV
t
ctio
D
ox x3 5
39+
uc
Str pe:-B /(2.0 9+50 stru
+6
GR
A
0+
1 W
Ty an:- Ch:3 econ n RO
-
700
39
4
o
Sp sign p. - R ushi
AD
W
/1 RO
40 De p.Pro rth C
EA
39+
o.- vert Im th Ea W
AR
reN Cul .0)m
0
RO
Wi
0
u n
650
t
60
uc -Box .0x3 00 uctio
RO
AL
00
t r W
S pe: (2 9+5 nstr RO
I
/
NT
9+
1
+
Ty an:- h :3 eco n
40
DE
W
39+
C o RO
Sp sign p. - R ushi
RD
J
EA
600 3
AN
SI
50
De .Pro rth C
YA
W
RE
AR
RO
G
p
Im th Ea
B
E
55039+5
W 39+
L
RO
HE
AV
IA
i
700
W 700
NT
W
GR
RO
SA 39+
ND
39+
E
W
00
RO
PO
0
SI
0
95
W
+37
RE
RO
50039+5
ROW
+
W
RO ROW
CUL
39
0
39+
39
D
TIV
W ROW
ALL PON
40+00
ATE
CH.
RO
50
D ROW
Existing Str
CULTIVATED LAN
ROW
LAN
ucture W
RO
0
D
ROW
D
45039+4
Type:-Slab ROW
39+95
W
Culvert RO ROW
Span:- 1 X
39+
W ROW
W
2.25m RO
9+900
39+85+900
ROW
00
StructureNo.- W
RE
RO ROW
40
Type:-Box Cu /1 RO
W ROW
0
00 9+4 0
OF
lvert ROW
75
NJ
W
39
Span:- 1/(2.0 RO ROW
3B 9+
x2.0)m
RT
GA
W
RO + ROW
3
Design Ch:39
50
39
ROW
9+4 3
+172
350
STA
39+80
ROW
ND Imp.Prop. -
ATED
LA RO
Reconstructio ROW
0
HE
39+800
CULTIV With Earth n W ROW
0
RO
39+00
Cushion ROW
SA
5309+
39+75
W
RO ROW
ROW ROW
0
ROW
0
ROW ROW
3
0
39+05
ROW ROW ROW
39+70
0
39+3
11KV ROW ROW
ROW ROW /2
0
LINE
9+03
eNo.- 40
ROW ROW
0
NJ
CULTIVATED LAN
39+800
ROW
Structur
39+10
ROW W
50
D
39+330
RO ROW rt
39+65
ox Culve
GA
ROW
0
39+220
ROW
+250
ROW ROW Type:-B
39+200
ROW ROW x4.0)m
+15
0
.0
EB
ROW ROW ROW 1/ (3
Span:-
EA
0
ROW 00
A
39+2
39+60
W
39+85
ROW ROW AR +8
RE Ch:39
AH
ROW ROW n
structio
ROW
Design
ROW
39RO
ROW ROW ROW ROW ROW IAL LA ROW . - Recon
ROW
9+550
NT USE
S
ROW ROW Imp.Prop Cushion
39
E IA SE
39+900
ENCE
ROW
SIDENCE
SID O HO NT OU
D
rth
ROW With Ea
RE E
AR
D H
0
5N SI O
11KV ROW
39+
EY
RE 3 N
39+50
39+950
ROW LINE ROW
. RESID
ROW
ROW
436
AV
0
ROW
ROW ROW
4 NOS. RE
39+45
ROW
GR
.150
ROW
00
ST
0
ROW
00
39+400
ROW ROW
+0
2 NOS
RI
ROW
40+
ROW
ROW 11KV ROW
39+350
MA
LINE ROW
0550
ROW
0
ROW
39+04
ROW
A
ROW
40++0
ROW RE
NIA
39+300
/1
ROW
eNo.- 40
ROW
39+3
AY
3940++02959.809
AR
ROW LA
Structur
PILL
ROW
40
ROW rt
ROW
ox Culve
40+100
IA SE
BE
AL
LAND
ROW Type:-B
T
9.610
ATED U
)m
HY
.0
N O
ROW x3
41.1
CULTIV ROW ROW DE H 1/(2.0
ROW Span:-
VID
ROW SI O
TS
+500
8M
ROW ROW
39+144.61
ROW ROW ROW 39
CS
40+150
RE 2 N n C h: ion
Desig onstruct
50
.75
IYO
39+247.367
. - R ec
Imp.Prop Cushion
=4
AT
HT
rth
40+200
Ea
IJ
ND W ith
IG
CE
AR
SC
PO
HE
0
AM
50 0M
CU
EN
H= 10 RT
50
G
PI
LT
1.2 .11
NI
DT H= VE
IVA
IN
M
SID
A
40+2
AREKET
BA
TE
WI NGT CUL
OS
DL
62 MAR
Curve No.
RE
P AN
CR
EA SHO
00
500
LE LAB
E D
ND
R (m) 8 NO
.
US AR
40+3
OS
19 6.540 PO
S
Lc (m) HO IAL EA
2N
95.00 AR
Ls (m) NO
T 50
ALA
IAL E
" Left
N E
'29 ND
^24 US
40+3
De lta 33
4 DE PO E NT S
UE
2.5% SI HO STO
P SID U
BELT
O A
e RE BUS RE NO H ARE
SQ
100 SE EA ND D
D/S (kmph)
NO
00
ON L
OU PO P 8 NTIA
MO
O H IAL AR
50
40+4
3 E
8N SID
A RE DENCE
+8
ENT ARE
40
ID SE TIAL
RES E
S.R IDEN
I
50
SB
AR
ND 4NO RES
40+4
PO 1
AM
NI
BE
NATIONAL HIGHWAYS AND INFRASTRUCTURE
HOR- 1:2000 DEVELOPMENT CORPORATION LIMITED. PLAN & PROFILE DWG. NO. CET/3636/ASSAM PWD/127B/FDPR/PP-04
VER- 1:200 3RD FLOOR, PTI BUILDING, 4-PARLIAMENT STREET,
Km 39+000 to Km 40+000
Consultancy Services for Feasibility Study and preparation of Detailed
NEW DELHI - 110001
CE TESTING COMPANY PVT. LTD. Drawn By.
ROAD NAME: NH-127 B starting from Srirampur in the Design By. Checked By. Approved By.
Project Report for Construction & up-gradation of the newly declared NH-127 B 124-A, N.S.C. Bose Road
state of Assam to the immediate approach of proposed
(Assam portion) starting from Srirampur on NH-27(old NH-31 C) at Chainage 0.00 bridge over river Brahmaputra near Dhubri. Kolkata - 700092.
MKD. DATE DESCRIPTION CHKD. APPRD.
Mar,2020 km to the immediate approach of proposed bridge over river Brahmaputra near
REVISIONS : R1 Dhubri at chainage 55.700 km to NH standard PACKAGE NO: PWD - NH (R) / ABY / 2014 - 15 /02 P.Nondy S.Dey B.Das A.Nayak
Type Symmetric Parabola Type Symmetric Parabola
Dir Crest Dir Crest
Integral Slab ( 1x 15m)
Design Ch:- =39+700
L 150.00m L 150.00m
G1 2.500% G1 0.000%
Box Culvert 1/(2.0x2.0)m
PVC 39+713
PVT 39+688
44.00M
Elev 38.965
Elev 38.965
G2 0.000% G2 -2.304%
Design Ch:- =39+550
MO-0.47m MO-0.43m Type
With Earth Cushion
R -1.67 R -1.54
PVT 39+863
K 65.11
PVC 39+538
K 60.00
Elev 37.237
Elev 37.090
42.00M SD 267.01m SD 283.36m
PVC 39+909
Elev 36.169
Type Symmetric Parabola ROAD-A(1)
Dir Sag
40.00M L 250.00m L 25.000m ROAD-A(2)
FINISHED ROAD LINE G1 -0.183% ROAD-B
PVT 39+422
Slp 0.000%
Elev 34.207
G2 2.500%
EXISTING ROAD / GROUND LINE MO0.84m
38.00M R 1.07
1/(2.0x2.0)m
L 46.3
K 93.18 Slp -2 98m
=39+172
SD 423.76m .304%
Elev 38.965
Elev 38.965
PVI 39+613
PVI 39+788
ROAD-B
.383m
PVC 39+172
L 115 00%
Ch:-31.311
END OF RE WALL
36.00M Slp 2
.5
Box Culvert
Design Elev
CH. 39+370
34.00M REWALL PORTION REWALL PORTION
32.00M
30.00M
Elev 31.082
PVI 39+297
28.00M
26.00M
24.00M
22.00M
20.00M
Datum = 18.00M
30.593 31.626
30.601 31.580
30.584 31.534
30.563 31.488
30.531 31.443
30.503 31.397
30.036 31.351
29.331 31.306
29.428 31.301
29.848 31.364
29.413 31.493
28.455 31.690
28.410 31.953
28.701 32.284
28.678 32.682
28.786 33.147
29.087 33.679
29.494 34.278
30.334 34.903
29.507 35.528
28.537 36.153
28.998 36.778
29.657 37.390
30.175 37.910
29.661 38.327
28.942 38.639
28.714 38.848
29.270 38.952
29.351 38.965
29.406 38.953
29.313 38.857
29.326 38.665
29.245 38.377
29.210 37.993
29.210 37.513
29.197 36.949
28.972 36.373
28.842 35.815
28.730 35.336
28.777 34.941
28.799 34.630
28.721 34.404
28.658 34.262
FINISHED ROAD LEVEL.
ALONG THE PROPOSED CL.
EXISTING GROUND LEVEL
ALONG THE PROPOSED CL.
L 75.00
L 95.00 L 95.00 A 150.00
HORIZONTAL ALIGNMENT L 196.54
A 217.94 A 217.94
R 500.00
L46
Slp
L250.000 L150.000
L25.000
L150.000 -2.3 .386
VERTICAL ALIGNMENT L1 125.000 L115.347 L1 75.000 L1 75.000 04%
% Slp0.000%
L2 125.000 Slp2.500 L2 75.000 L2 75.000
39+00039+002.110
39+097.110
39+144.610
39+341.150
39+388.650
39+483.650
39+948.322
40+023.322
40+060.822
e 2.500%
e 2.500%
e 5.000%
e 5.000%
e 2.500%
e 2.500%
e 2.500%
e 2.500%
SUPERELEVATION (e %)
39+025
39+050
39+075
39+100
39+125
39+150
39+175
39+200
39+225
39+250
39+275
39+300
39+325
39+350
39+375
39+400
39+425
39+450
39+475
39+500
39+525
39+550
39+575
39+600
39+625
39+650
39+675
39+700
39+725
39+750
39+775
39+800
39+825
39+850
39+875
39+900
39+925
39+950
39+975
40+000
40+025
40+050
CHAINAGE (KM)
NATIONAL HIGHWAYS AND INFRASTRUCTURE
HOR- 1:2000 DEVELOPMENT CORPORATION LIMITED. PLAN & PROFILE DWG. NO. CET/3636/ASSAM PWD/127B/FDPR/PP-05
3RD FLOOR, PTI BUILDING, 4-PARLIAMENT STREET,
VER- 1:200 Km 39+000 to Km 40+000
Consultancy Services for Feasibility Study and preparation of Detailed
NEW DELHI - 110001
CE TESTING COMPANY PVT. LTD. Drawn By.
ROAD NAME: NH-127 B starting from Srirampur in the Design By. Checked By. Approved By.
Project Report for Construction & up-gradation of the newly declared NH-127 B 124-A, N.S.C. Bose Road
state of Assam to the immediate approach of proposed
(Assam portion) starting from Srirampur on NH-27(old NH-31 C) at Chainage 0.00 bridge over river Brahmaputra near Dhubri. Kolkata - 700092.
MKD. DATE DESCRIPTION CHKD. APPRD.
Mar,2020 km to the immediate approach of proposed bridge over river Brahmaputra near
REVISIONS : R1 Dhubri at chainage 55.700 km to NH standard PACKAGE NO: PWD - NH (R) / ABY / 2014 - 15 /02 P.Nondy S.Dey B.Das A.Nayak
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NATIONAL HIGHWAYS AND INFRASTRUCTURE
HOR- 1:2000 DEVELOPMENT CORPORATION LIMITED. PLAN & PROFILE DWG. NO. CET/3636/ASSAM PWD/127B/FDPR/PP-06
VER- 1:200 3RD FLOOR, PTI BUILDING, 4-PARLIAMENT STREET,
NEW DELHI - 110001 Km 40+000 to Km 41+000
Consultancy Services for Feasibility Study and preparation of Detailed CE TESTING COMPANY PVT. LTD.
ROAD NAME: NH-127 B starting from Srirampur in the Drawn By. Design By. Checked By. Approved By.
Project Report for Construction & up-gradation of the newly declared NH-127 B 124-A, N.S.C. Bose Road
state of Assam to the immediate approach of proposed
MKD. DATE DESCRIPTION CHKD. APPRD. (Assam portion) starting from Srirampur on NH-27(old NH-31 C) at Chainage 0.00 bridge over river Brahmaputra near Dhubri. Kolkata - 700092.
Mar,2020 km to the immediate approach of proposed bridge over river Brahmaputra near
REVISIONS : R1
Dhubri at chainage 55.700 km to NH standard PACKAGE NO: PWD - NH (R) / ABY / 2014 - 15 /02 P.Nondy S.Dey B.Das A.Nayak
Type Symmetric Parabola Type Symmetric Parabola
Dir Crest Dir Crest
L 150.00m L 150.00m
G1 2.423% G1 0.000%
PVC 40+732
PVT 40+542
Elev 41.420
Elev 41.420
G2 0.000% G2 -2.495%
46.00M MO-0.45m MO-0.47m FINISHED ROAD LINE
R -1.62 R -1.66
K 60.11 EXISTING ROAD / GROUND LINE
PVC 40+392
K 61.91
END OF RE WALL
PVT 40+882
END OF RE WALL
Elev 39.603
Elev 39.549
SD 273.10m SD 267.36m
44.00M
CH. 40+534
CH. 40+739
Type Symmetric Parabola
Dir Sag Box Culvert 1/(2.0x3.0)m
L 350.00m L 190.000m
42.00M ROAD-A(1) G1 -2.304%
Design Ch:- =40+250
Slp 0.000%
PVT 40+259
ROAD-A(2) G2 2.423% Elev 36.377 A B
ROAD-B MO2.07m
R 1.35
40.00M K 74.05
Elev 41.420
Elev 41.420
PVI 40+467
PVI 40+807
A
SD 289.82m
.153m
L 133 23%
.4
ROAD-B Slp 2
38.00M L 247
.6
Slp -2 85m
.495%
36.00M
REWALL PORTION REWALL PORTION
34.00M
32.00M
Elev 32.137
PVI 40+084
30.00M
28.00M
26.00M
24.00M
22.00M
Datum = 20.00M
28.799 34.630
28.721 34.404
28.658 34.262
28.418 34.205
28.524 34.232
28.271 34.344
28.649 34.540
29.254 34.820
29.592 35.185
29.720 35.634
29.527 36.167
29.421 36.768
29.429 37.374
29.650 37.979
30.024 38.585
29.829 39.191
29.423 39.791
29.123 40.314
29.204 40.736
29.146 41.057
29.210 41.278
28.124 41.397
28.823 41.420
29.238 41.420
29.011 41.420
28.757 41.420
31.292 41.420
29.010 41.420
28.351 41.420
28.598 41.420
28.531 41.393
28.537 41.266
28.924 41.035
28.937 40.701
29.409 40.262
28.598 39.719
28.362 39.099
28.924 38.476
28.491 37.852
28.807 37.228
28.734 36.604
28.596 35.980
28.506 35.357
FINISHED ROAD LEVEL.
ALONG THE PROPOSED CL.
EXISTING GROUND LEVEL
ALONG THE PROPOSED CL.
L 236.68
L 75.00 R 300.00 L 75.00
L 95.00
A 150.00 A 150.00
HORIZONTAL ALIGNMENT A 217.94
L350.000 L150.000 L150.000 L247.608
L190.000
VERTICAL ALIGNMENT L1 175.000 L133.114 L1 75.000 L1 75.000 Slp-2.495%
Slp0.000%
L2 175.000 Slp2.423% L2 75.000 L2 75.000
40+023.322
40+060.822
40+297.501
40+335.001
40+410.001
40+90040+903.953
40+998.953
41+046.453
e 2.500%
e 5.000%
e 5.000%
e 2.500%
e 2.500%
e 2.500%
e 2.500%
e 5.000%
SUPERELEVATION (e %)
40+000
40+025
40+050
40+075
40+100
40+125
40+150
40+175
40+200
40+225
40+250
40+275
40+300
40+325
40+350
40+375
40+400
40+425
40+450
40+475
40+500
40+525
40+550
40+575
40+600
40+625
40+650
40+675
40+700
40+725
40+750
40+775
40+800
40+825
40+850
40+875
40+925
40+950
40+975
41+000
41+025
41+050
CHAINAGE (KM)
NATIONAL HIGHWAYS AND INFRASTRUCTURE
HOR- 1:2000 DEVELOPMENT CORPORATION LIMITED. PLAN & PROFILE DWG. NO. CET/3636/ASSAM PWD/127B/FDPR/PP-07
VER- 1:200 3RD FLOOR, PTI BUILDING, 4-PARLIAMENT STREET,
Km 40+000 to Km 41+000
Consultancy Services for Feasibility Study and preparation of Detailed
NEW DELHI - 110001
CE TESTING COMPANY PVT. LTD. Drawn By.
ROAD NAME: NH-127 B starting from Srirampur in the Design By. Checked By. Approved By.
Project Report for Construction & up-gradation of the newly declared NH-127 B 124-A, N.S.C. Bose Road
state of Assam to the immediate approach of proposed
(Assam portion) starting from Srirampur on NH-27(old NH-31 C) at Chainage 0.00 bridge over river Brahmaputra near Dhubri. Kolkata - 700092.
MKD. DATE DESCRIPTION CHKD. APPRD.
Mar,2020 km to the immediate approach of proposed bridge over river Brahmaputra near
REVISIONS : R1 Dhubri at chainage 55.700 km to NH standard PACKAGE NO: PWD - NH (R) / ABY / 2014 - 15 /02 P.Nondy S.Dey B.Das A.Nayak
SRIRAMPUR LEGEND : -
EXISTING ROAD :
NEAR DHUBRI
PROPOSED CENTRE LINE :
PROPOSED CARRIAGEWAY :
PROPOSED PAVED SHOULDER :
PROPOSED EARTHEN SHOULDER :
PROPOSED MEDIAN :
PROPOSED REWALL :
PROPOSED DRAIN :
PROPOSED ROW : ROW ROW
DESIGN CH : 1+000
64 EXISTING CH : 1+000
o. Curve No. 65
rve N 500 66 R (m) 2000 StructureNo.- 42/3
re Cu ) 142.10 StructureNo.- 42/2
ctu t R (m ) Lc (m) 25.944 Type:-Box Culvert
Stru lver 95.0 ight Type:-Box Culvert Span:- 1/(2.0x3.0)m
ting lab Cu m Lc (m ) '38"
R
xis Span:- 1/(2.0x2.0)m
E e:-S 1.5 Ls (m 27^10 2.5% Delta 0^44'36" Right Design Ch:41+800
Typ n:- 1 X 2/1 e lta 100 Design Ch:41+400 e 2.5% Imp.Prop. - New Cons
truction
D
CULTIVATED LAND
a 4 truction
Sp N o.-
e r t e p h ) Imp.Prop. - New Cons D/S (kmph) 100
41+250
(km
41+300
re Culv
41+350
41+400
41+200
41+450
41+500
41+550
ctu
41+600
)m
41+650
CULTIVATED LAND
Stru e:-Box .0x3.0 3 D/S
CULTIVATED LAND
41+700
41+750
8
41+800
PI
n
41+150
41+850
o
19.97
41+900
2 ti
Typ n:- 1/( :41+08 nstruc
41+950
PI
41+641.037
ROW ROW
42+000
ROW
42+050
ROW ROW
Spa ign Ch Reco n ROW
ND
RICE MILL
- io ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
41+1
Des .Prop. Cush
ROW ROW ROW ROW
00
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
PO
ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW
p th ROW ROW
41+800
r ROW
41+850
ROW
41+900
ROW
41+950
Im a ROW ROW
42+000
ROW ROW
42+050
ROW
42+100
hE ROW
42+150
41+1
ROW
42+200
ROW
42+250
BRICK FIELD ARE ROW
BUS BAY
42+300
ROW ROW ROW
42+350
Wit ROW
ROW ROW ROW RO
42+400
A
42+450
42+500
42+550
ROW
42+600
42+650
0
42+700
42+750
ROW
05
W
RO
H
CULTIVATED LAND
41+
50
TC
W
RO
+7
DI
41
W
RO
000
D
ND
LD
OO
N
OW BUS BAY
LA
FIE
R
PO
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
CH
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
W ROW ROW ROW
CH
41+
RO ROW ROW ROW ROW ROW ROW ROW ROW
K
ROW
.S
ROW ROW ROW ROW ROW ROW ROW
IC
ROW ROW ROW ROW ROW ROW
T
CULTIVATED LAND ROW
W ROW ROW ROW
L.P
ROW
END OF RE WALL CH. 41+250
RO ROW ROW ROW
DI
41+283.619
ROW
BR
CULTIVATED LAND RO
ROW
41+188.619
41+628.065
41+654.009
D
ROW
950
N
W N
RO
00
ROW
YA
PO
+7
ROW
42+070.294
W
RA
41
RO ROW
40+
ST
NA
CS
W
ROW
PC
PT
RO
RA
W
RO
CULTIVATED LAND
W
RO
ND
W
RO
JE
41+
W
RO
CULTIVATED LAND
GA
046
W
50
RO Curve No
+6
.45
W
SC
41
RO R (m)
3
RO
W Lc (m)
W
RO Delta 0^
LI
W e
RO
TU
D/S (km
40+
UA
OW
00
T
+6
951
BA
W
41
RO
.45
TS
W
RO
3
W
RO
Box Culvert 1/(2.0x3.0)m
Design Ch:- =41+083
Type Symmetric Parabola
With Earth Cushion
40.00M Dir Sag
FINISHED ROAD LINE L 250.00m
G1 -2.495%
PVC 41+130
Elev 33.370
EXISTING ROAD / GROUND LINE G2 0.163%
38.00M MO0.83m Type Symmetric Parabola
L 247
Box Culvert 1/(2.0x2.0)m
.6
Box Culvert 1/(2.0x3.0)m
Slp -2 85m R 1.06 Dir Crest
.495% K 94.03 L 60.00m
Design Ch:- =41+400
Design Ch:- =41+800
SD 431.75m G1 0.163%
PVC 41+613
36.00M
PVT 41+673
Elev 30.866
Elev 30.837
G2 -0.067%
PVT 41+380
Elev 30.455
MO-0.02m
END OF RE WALL
R -0.38
K 260.48
34.00M SD 2113.81m
CH. 41+250
32.00M
L 233.227m
B
A
Slp 0.163% A B
A A
30.00M
Elev 30.886
PVI 41+643
Elev 30.251
PVI 41+255
28.00M
26.00M
24.00M
22.00M
Datum = 20.00M
28.734 36.604
28.596 35.980
28.506 35.357
28.420 34.733
28.598 34.109
29.102 33.485
28.620 32.883
29.010 32.347
29.520 31.877
29.563 31.474
29.600 31.137
29.632 30.866
29.576 30.662
29.517 30.525
29.532 30.454
29.564 30.449
29.610 30.489
29.644 30.530
29.634 30.570
29.640 30.611
29.696 30.652
29.750 30.693
29.769 30.734
29.788 30.775
29.877 30.816
29.857 30.854
29.825 30.871
29.824 30.864
29.824 30.847
29.727 30.831
29.628 30.814
29.564 30.797
29.505 30.781
29.446 30.764
29.398 30.747
29.356 30.730
29.329 30.714
29.312 30.697
29.309 30.680
29.308 30.663
29.306 30.647
29.299 30.630
29.286 30.613
FINISHED ROAD LEVEL.
ALONG THE PROPOSED CL.
EXISTING GROUND LEVEL
ALONG THE PROPOSED CL.
L 142.17 L 95.00
L 95.00 L 25.94
R 500.00 A 217.94
HORIZONTAL ALIGNMENT A 217.94 R 2000.00
L247.608 L250.000 L60.000
VERTICAL ALIGNMENT Slp-2.495% L1 125.000 L233.226 L1 30.000
L2 125.000 Slp0.163% L2 30.000
40+998.953
41+046.453
41+188.619
41+236.119
41+32541+331.119
41+610.565
41+636.815
41+645.259
41+671.509
42+05042+053.961
e 2.500%
41+050 e 5.000%
e 5.000%
e 2.500%
e 2.500%
e 2.500%
e 2.500%
e 2.500%
e 2.500%
e 2.500%
SUPERELEVATION (e %)
41+000
41+025
41+075
41+100
41+125
41+150
41+175
41+200
41+225
41+250
41+275
41+300
41+350
41+375
41+400
41+425
41+450
41+475
41+500
41+525
41+550
41+575
41+600
41+625
41+650
41+675
41+700
41+725
41+750
41+775
41+800
41+825
41+850
41+875
41+900
41+925
41+950
41+975
42+000
42+025
CHAINAGE (KM)
NATIONAL HIGHWAYS AND INFRASTRUCTURE
HOR- 1:2000 DEVELOPMENT CORPORATION LIMITED. PLAN & PROFILE DWG. NO. CET/3636/ASSAM PWD/127B/FDPR/PP-08
3RD FLOOR, PTI BUILDING, 4-PARLIAMENT STREET,
VER- 1:200 Km 41+000 to Km 42+000
Consultancy Services for Feasibility Study and preparation of Detailed
NEW DELHI - 110001
CE TESTING COMPANY PVT. LTD. Drawn By.
ROAD NAME: NH-127 B starting from Srirampur in the Design By. Checked By. Approved By.
Project Report for Construction & up-gradation of the newly declared NH-127 B 124-A, N.S.C. Bose Road
state of Assam to the immediate approach of proposed
(Assam portion) starting from Srirampur on NH-27(old NH-31 C) at Chainage 0.00 bridge over river Brahmaputra near Dhubri. Kolkata - 700092.
MKD. DATE DESCRIPTION CHKD. APPRD.
Mar,2020 km to the immediate approach of proposed bridge over river Brahmaputra near
REVISIONS : R1 Dhubri at chainage 55.700 km to NH standard PACKAGE NO: PWD - NH (R) / ABY / 2014 - 15 /02 P.Nondy S.Dey B.Das A.Nayak
SRIRAMPUR NEAR DHUBRI
LEGEND : -
EXISTING ROAD :
PROPOSED CENTRE LINE :
PROPOSED CARRIAGEWAY :
PROPOSED PAVED SHOULDER :
PROPOSED EARTHEN SHOULDER :
PROPOSED MEDIAN :
PROPOSED REWALL :
T
PROPOSED DRAIN :
AHA
PROPOSED ROW : ROW ROW
KAL
DESIGN CH : 1+000
REA
ET
: 1+000
RK
EXISTING CH
TA
MA
K E
Existing Structure
BI
EA
R
Curve No. 67
HA
Type:-Pipe Culvert
MA
ET AR
R (m) 600
BD
Dia:- 2 X 0.8m
SHOP=25NOS
Existing Structure Lc (m) 44.554
HA
Type:-Pipe Culvert StructureNo.- 43/2 Ls (m) 80.00
SRK
D
Dia:- 1 X 0.9m Type:-Box Culvert Delta 11^53'38" Right
MA
Existing Structure
=25NO
Span:- 1/(2.0x3.0)m e 2.5%
StructureNo.- 43/1
ND
Design Ch:42+482 Type:-RCC Box Bridge
Type:-Box Culvert
D/S (kmph) 100
PO
Imp.Prop. - Reconstruction Span:- 4.0X3.0X2.0
SHOP
42+550
Span:- 1/(2.0x3.0)m
42+600
(TotalLength13.70m)
42+500
PI
42+607.408
42+450
42+650
Design Ch:42+191
SEMI PUCCA=5NOS
42+400
42+350
Imp.Prop. - Reconstruction
ND
42+300
42+700
ND
42+250
LA
With Earth Cushion ROW ROW ROW
MARKET AR
42+200
ROW ROW ROW ROW ROW
LA
HUT=3NOS
ROW ROW
EA
42+150
CH
42+750
ROW ROW ROW ROW
42+100
ROW ROW ROW
AREA
ROW
43+300
42+050
ROW
T
43+250
ROW ROW ROW
TC
42+000
ROW
DI
ROW
43+200
ROW
42+800
ROW
43+350
ROW ROW ROW
43+150
ROW
DI
ROW ROW ROW
43+100
ROW
ET AREA
ROW ROW ROW
43+400
ROW
43+050
42+850
SMARKET
ROW ROW ROW ROW POND
43+000
ROW ROW ROW ROW
ROW
42+950
ROW ROW ROW
43+450
ROW
42+900
ROW ROW
42+900
ROW ROW ROW TEMPLE
42+850
ROW
ND
42+800
ROW
42+750
43+500
ROW
MARK
42+950
LA
42+700
ROW
ND
ND
=12NO
ROW
ND
OS
H
ND
ROW
PO
43+550
PO
43+000
TC
ROW
DITCH LA
ROW ROW ROW
PO
ROW ROW ROW ROW
SHOP=25N
ROW ROW
DI
ROW ROW ROW ROW ROW
43+600
ROW ROW ROW
050
ROW ROW
43+SHOP
ROW ROW ROW ROW
ND
ND
ROW ROW ROW ROW ROW
ND
ROW
42+584.866
ROW ROW
43+650
ROW ROW
PO
LA
ROW
42+629.419
ROW
42+504.866
42+076.916
ROW ROW ROW ROW
PO
ROW ROW
ND
ROW ROW ROW
H
ROW ROW ROW ROW ROW
43+700
RESID
TC
ROW ROW ROW
PO
ROW ROW ROW ROW
ENTIA ROW
42+709
ROW ROW
DI
ROW
L ARE
ROW ROW ROW A ROW ROW
ROW
43+750
SC
ROW ROW
CS
ROW
TS
ND
MARKET AREA
PI
ROW
DITCH LAND
42+083.537
ROW
43+800
42+070.294
PO
ROW
.419
ROW
ST
ROW
StructureNo.- 43/3 ROW
ROW
Type:-Box Culvert ROW
ROW
PT
PC
Span:- 1/(2.0x3.0)m ROW
ROW
Design Ch:42+605 ROW
ROW
I L
ROW
TU
66 Imp.Prop. - New Cons ROW
Curve No. truction ROW
UA
R (m) 2000 Structur ROW
ROW
AT
13.243 Type:-B eNo.- 43/4
43+043 TS
B
Lc (m) ox Cul
ND
Span: vert
- 1/
43+093.12
Design (2.0x2.0)m
Delta 0^22'46" Left
DITCH LA
C Structur
Imp.Pro h:42+810
.126
2.5% eN
e p. - New Type:-M o.- 44/1
100 inor Br
I
UL
D/S (kmph)
SB
Constru Span:- idge
I
ctio
UL
3X
AT
SC
Bridge 6.0X4.0M Rcc
SB
6
AT
TU
Design Box
TU
BA
C
Imp.Pr h:43+010
BA
op. - N
ew Con
structio
n
40.00M
38.00M Type Symmetric Parabola Type
Box Culvert 1/(2.0x3.0)m
Dir Crest RCC Box Bridge 3/(6.0x4.0)m
FINISHED ROAD LINE
Box Culvert 1/(2.0x2.0)m
Box Culvert 1/(2.0x3.0)m
Type Symmetric Parabola Design Ch:- =43+010
Design Ch:- =42+605
Box Culvert 1/(2.0x3.0)m
Dir Sag L 60.00m
Design Ch:- =42+810
EXISTING ROAD / GROUND LINE
Design Ch:- =42+191
G1 0.208%
Design Ch:- =42+482
L 60.00m
PVC 43+035
PVT 42+990
PVC 42+930
With Earth Cushion
36.00M
Elev 30.979
Elev 30.979
Elev 30.917
G1 -0.067% G2 0.000%
PVT 42+635
PVC 42+575
MO-0.02m
Elev 30.304
Elev 30.262
G2 0.208%
MO0.02m R -0.35
R 0.46 K 288.74
34.00M SD 2339.90m
K 218.43
32.00M L 45.000m
L 902.525m L 294.682m Slp 0.000%
Slp -0.067% Slp 0.208% A
B A A
30.00M
A
Elev 30.979
PVI 42+960
Elev 30.242
PVI 42+605
28.00M
26.00M
24.00M
22.00M
Datum = 20.00M
29.106 30.262
28.998 30.259
28.452 30.285
28.649 30.335
28.170 30.387
28.434 30.439
28.925 30.490
28.684 30.542
28.610 30.594
28.176 30.646
28.528 30.698
28.598 30.750
28.628 30.802
28.488 30.854
28.313 30.906
28.069 30.951
27.862 30.975
27.411 30.979
27.212 30.979
28.522 30.978
29.306 30.647
29.299 30.630
29.286 30.613
29.252 30.597
29.177 30.580
29.138 30.563
29.140 30.546
29.143 30.530
29.148 30.513
29.168 30.496
29.204 30.480
29.238 30.463
29.270 30.446
29.244 30.429
29.169 30.413
29.159 30.396
29.163 30.379
29.172 30.362
29.194 30.346
29.214 30.329
29.235 30.312
29.234 30.296
29.176 30.279
FINISHED ROAD LEVEL.
ALONG THE PROPOSED CL.
EXISTING GROUND LEVEL
ALONG THE PROPOSED CL.
L 44.55 L 80.00
L 80.00
L 13.24 R 600.00 A 219.09
HORIZONTAL ALIGNMENT A 219.09 A 223
R 2000.00
L60.000 L60.000
L902.525 L294.681 L45.000
VERTICAL ALIGNMENT L1 30.000 L1 30.000
Slp-0.067% Slp0.208% Slp0.000%
L2 30.000 L2 30.000
42+05042+053.961
42+07542+075.370
42+078.461
42+099.870
42+464.866
42+544.866
e 2.500%
e 2.500%
e 2.500%
42+100 e 2.500%
e 2.500%
e 2.500%
42+584.866
42+62542+629.419
42+669.419
42+749.419
43+014.717
e 5.000%
e 5.000%
e 2.500%
42+750 e 2.500%
e 2.500%
SUPERELEVATION (e %)
42+000
42+025
42+125
42+150
42+175
42+200
42+225
42+250
42+275
42+300
42+325
42+350
42+375
42+400
42+425
42+450
42+475
42+500
42+525
42+550
42+575
42+600
42+650
42+675
42+700
42+725
42+775
42+800
42+825
42+850
42+875
42+900
42+925
42+950
42+975
43+000
43+025
43+050
CHAINAGE (KM)
NATIONAL HIGHWAYS AND INFRASTRUCTURE
HOR- 1:2000 DEVELOPMENT CORPORATION LIMITED. PLAN & PROFILE DWG. NO. CET/3636/ASSAM PWD/127B/FDPR/PP-09
VER- 1:200 3RD FLOOR, PTI BUILDING, 4-PARLIAMENT STREET,
Km 42+000 to Km 43+000
Consultancy Services for Feasibility Study and preparation of Detailed
NEW DELHI - 110001
CE TESTING COMPANY PVT. LTD. Drawn By.
ROAD NAME: NH-127 B starting from Srirampur in the Design By. Checked By. Approved By.
Project Report for Construction & up-gradation of the newly declared NH-127 B 124-A, N.S.C. Bose Road
state of Assam to the immediate approach of proposed
(Assam portion) starting from Srirampur on NH-27(old NH-31 C) at Chainage 0.00 bridge over river Brahmaputra near Dhubri. Kolkata - 700092.
MKD. DATE DESCRIPTION CHKD. APPRD.
Mar,2020 km to the immediate approach of proposed bridge over river Brahmaputra near
REVISIONS : R1 Dhubri at chainage 55.700 km to NH standard PACKAGE NO: PWD - NH (R) / ABY / 2014 - 15 /02 P.Nondy S.Dey B.Das A.Nayak
SRIRAMPUR NEAR DHUBRI
AT
KALAH
KET
LEGEND : -
MAR
A
T ARE
EXISTING ROAD :
ABI
PROPOSED CENTRE LINE :
ARKE
B DH
AREA
PROPOSED CARRIAGEWAY :
DHA
SHOP=25NO M
PROPOSED PAVED SHOULDER :
S
S KET
PROPOSED EARTHEN SHOULDER :
Existing
MAR
St
Type:-R ructure PROPOSED MEDIAN :
SHOP=25NO
CC Box
Span:- Br
4.0X3.0X idge
D
PROPOSED REWALL :
LAN
(TotalLe 2.0
D
ngth13
AND
:
PON
.70m) PROPOSED DRAIN
LOW
PO N
PROPOSED ROW : ROW ROW
L
LOW
A=5NOS
ure
DESIGN CH : 1+000 g Struct
MARKET AREA Existin vert
lab Cul
EXISTING CH : 1+000 Type:-S X 1.5m
HUT=3NOS
:- 1
050 NOSMARKET AREA
Span
SEMI PUCC
E
TEMPL
D
cture /5
Existing Stru eNo.- 44
EA
LAN
Structur
I
vert rt
AR
Type:-Slab Cul ox Culve
MARKET AR
50
Type:-B (2.0x2.0)m_E
950
RB
Span:- 1 X 1.5
LOW
:- 1/
Span 74
44+0
43 +9
A
ROW
Design
C h: ruction
DITCH LAND
AM
44/4 on st
42+
StructureNo.- ec
0
ROW op. - R
Imp.Pr
000
KH
0
vert
SHOP=25NOS
Type:-Box Cul
D
ROW ROW
650
44+0
.0)m_EC
LA N
43+950
.- 44/3 Span:- 1/(3.0x3
OP=12
ROW
Existing Structure StructureNo ROW
43+
788
D
43+
ROW lvert Ch: 43+ ROW
43+900
Type:-Box Cu 0)m ign
750
Des
PON
LOW
Type:-Slab Culvert onstruction ROW
Imp.Prop. - Rec
ROW x2.
POND
43+850
Span:- 1/(2.0
44+
ROW
00
D
Span:- 1 X 2.8m
43+SH
ROW +650 ROW
P ON
Design Ch:43
43+800
43+7
tion ROW
New Construc
ROW ROW
00
ROW
Imp.Prop. -
43+750
00
ROW StructureNo.- 44/2 ROW
44+7
DITCH
ROW PO
PACKAGE -IV
ROW
LAND DITCH
43+700
44+650
ND
ROW
EA50
Type:-Box Culvert
PACKAGE -V
ROW ROW
43+1
ROW
43+7
43+650
44+600
ROW Span:- 1/(3.0x3.0)m ROW
POND
0
START OF
ROW RES
ROW ROW
DITCH LAND
ROW
MARKET AR
ROW
43+600
44+550
43+15
IDEN
ROW Design Ch:43+268 MO ROW DITCH
END OF
ROW B 5 NO TIAL AR ROW ROW ND LA ROW
00
43+550
44+500
43+200
ROW ROW Imp.Prop. - Reconstruction ILE
ROW
ROW ROW
TO HOU EA
43+8
ROW ROW ROW
43+500
ROW
44+450
6.092
ROW
WE SE
43+250
EA ROW R ROW ROW DITCH
ROW ROW
43+450
NTIAL AR ROW
44+400
ROW ROW
50
43+400
RESIDE ROW ROW
43+350
ROW ROW ROW
DITCH
ROW
43+8
43+98
44+350
ROW ROW ROW LAND
ROW ROW ROW ROW
ROW
44+300
ROW ROW
43+9
43+900
ROW ROW ROW ROW ROW
ROW
PI
ROW ROW
44+250
ROW ROW
43+973
ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW
98.31
44+200
43+950
DITCH LAND
ROW
43+
ROW ROW
Stru
44+150
PON
ROW
44+100
ROW
44+000
c
44+050
CS
ROW
Typ tureNo
D
ROW
043.1 TS
DITCH LA
43+883.340
ROW ROW
ce
ND
.340
e .- ND
4
PON
ROW
Spa :-Minor 44/1
SC
ROW D ROW
en
n ROW
PO
B ROW
Brid :- 3X6.0 ridge
43+0
ROW ROW
sid
26
ROW
OFC
PON
ge X4.0 ROW D ROW 69
Des ROW
No.
.Re
MR ROW ROW
SB
Curve 550 4
TS
ign ROW
93.1 C
Imp C cc B OFC
ROW ROW
.Pro h:43+0 ox ROW
24.97
OS
DITCH
ROW ROW
R (m) )
SB
LAND
p. - 1 ROW POND ROW
New 0 ROW
90.00 ft
26
S
2N
ROW ROW
Lc (m )
INE
Con ROW ROW
ROW ROW
8" Le
INE
stru ROW ROW (m ^58'3 %
EL
ction ROW ROW ROW ROW Ls 1 1
EL
ROW ROW ROW ROW
ROW ROW ROW ROW
Delt a 2.5
PIP
ROW
100
MOB POND
PIP
ILE T
43+499.19
h)
R
e
OWE
p
43+274.020
2 NO HOUSE
m
TE
(k
R
43+449.199
AT CHAINAGE
R
D/S
TE
WA
RESIDENTIAL AREA
WA
KM 43+300
ST
9
CS
PI
Curve No. 68
R (m) 1000
Lc (m) 356.072
SIALI
Ls (m) 50.00
Delta 23^15'58" Left
KHEK
e 2.5%
D/S (kmph)
100
FINISHED ROAD LINE
40.00M
EXISTING ROAD / GROUND LINE
Type Symmetric Parabola Type Symmetric Parabola
Box Culvert 1/(2.0x2.0)m
38.00M
Box Culvert 1/(2.0x3.0)m
Box Culvert 1/(3.0x3.0)m
RCC Box Bridge 3/(6.0x4.0)m Type Symmetric Parabola
Box Culvert 1/(2.0x2.0)m
Dir Crest Dir Sag
Design Ch:- =43+010
Design Ch:- =43+974
Design Ch:- =43+268
Design Ch:- =43+788
L 100.00m
Design Ch:- =43+650
L 60.00m
G1 0.000% G1 -0.040%
PVC 43+035
PVT 42+990
PVT 43+135
Elev 30.979
Elev 30.979
Elev 30.959
PVC 43+580
PVT 43+640
G2 -0.040%
Elev 30.787
Elev 30.783
36.00M G2 0.054%
MO-0.00m MO0.01m
R -0.04 R 0.16
K 2525.06 K 639.68
34.00M SD 12170.28m
32.00M L 45.000m L 444.960m L 503.899m
Slp 0.000% Slp -0.040% Slp 0.054%
A A B
A A
A A A
30.00M
Elev 30.979
PVI 43+085
Elev 30.771
PVI 43+610
28.00M
26.00M
24.00M
22.00M
Datum = 20.00M
27.411 30.979
27.212 30.979
28.522 30.978
28.873 30.976
28.978 30.971
28.413 30.963
28.668 30.953
28.491 30.943
28.881 30.933
29.178 30.923
29.505 30.914
29.836 30.904
29.673 30.894
29.561 30.884
29.463 30.874
29.545 30.864
29.666 30.854
29.725 30.844
29.798 30.834
29.797 30.824
29.816 30.815
29.793 30.805
29.761 30.795
29.751 30.785
29.748 30.778
29.709 30.781
29.647 30.793
29.597 30.806
29.557 30.820
29.517 30.833
29.529 30.847
29.654 30.860
29.764 30.874
29.783 30.888
29.798 30.901
29.818 30.915
29.842 30.928
29.847 30.942
29.825 30.955
29.810 30.969
29.803 30.982
29.771 30.996
29.726 31.009
FINISHED ROAD LEVEL.
ALONG THE PROPOSED CL.
EXISTING GROUND LEVEL
ALONG THE PROPOSED CL.
L 50.00 L 356.07 L 50.00 L 90.00
HORIZONTAL ALIGNMENT L 24.97 L 90.00
A 223.61 R 1000.00 A 223.61 A 222.49
R 550.00 A 222.49
L100.000 L444.960 L60.000
L45.000 L503.899
VERTICAL ALIGNMENT L1 50.000 Slp-0.040% L1 30.000
Slp0.000% Slp0.054%
L2 50.000 L2 30.000
43+838.340
43+92543+928.340
43+973.340
43+998.314
44+043.314
e 2.500%
e 2.500%
e 5.000%
e 5.000%
e 2.500%
43+014.717
43+071.535
43+093.126
43+449.199
43+470.790
43+52543+527.608
e 2.500%
43+075 e 2.500%
e 4.400%
e 4.400%
e 2.500%
e 2.500%
SUPERELEVATION (e %)
43+000
43+025
43+050
43+100
43+125
43+150
43+175
43+200
43+225
43+250
43+275
43+300
43+325
43+350
43+375
43+400
43+425
43+450
43+475
43+500
43+550
43+575
43+600
43+625
43+650
43+675
43+700
43+725
43+750
43+775
43+800
43+825
43+850
43+875
43+900
43+950
43+975
44+000
44+025
44+050
CHAINAGE (KM)
NATIONAL HIGHWAYS AND INFRASTRUCTURE
HOR- 1:2000 DEVELOPMENT CORPORATION LIMITED. PLAN & PROFILE DWG. NO. CET/3636/ASSAM PWD/127B/FDPR/PP-10
3RD FLOOR, PTI BUILDING, 4-PARLIAMENT STREET,
VER- 1:200 Km 43+000 to Km 43+300
Consultancy Services for Feasibility Study and preparation of Detailed
NEW DELHI - 110001
CE TESTING COMPANY PVT. LTD. Drawn By.
ROAD NAME: NH-127 B starting from Srirampur in the Design By. Checked By. Approved By.
Project Report for Construction & up-gradation of the newly declared NH-127 B 124-A, N.S.C. Bose Road
state of Assam to the immediate approach of proposed
(Assam portion) starting from Srirampur on NH-27(old NH-31 C) at Chainage 0.00 bridge over river Brahmaputra near Dhubri. Kolkata - 700092.
MKD. DATE DESCRIPTION CHKD. APPRD.
Mar,2020 km to the immediate approach of proposed bridge over river Brahmaputra near
REVISIONS : R1 Dhubri at chainage 55.700 km to NH standard PACKAGE NO: PWD - NH (R) / ABY / 2014 - 15 /02 P.Nondy S.Dey B.Das A.Nayak
MISCELLANEOUS DRAWING
ROAD ROAD
B A C
A C
B
PLAN OF COVERED DRAIN
(Scale 1:25) 10mm Ø @150 C/C
1500
8mm Ø @200 C/C
300
200
SECTION D-D
SECTION OF AA
SECTION OF CC
DETAILS REINFORCEMENT OF DRAIN
SECTION E-E
D E
SECTION OF DRAIN
D E
SECTIONAL PLAN OF PRECAST SLAB
SECTION OF BB
NATIONAL HIGHWAYS AND INFRASTRUCTURE
DEVELOPMENT CORPORATION LIMITED. TYPICAL DETAILS OF DRAIN
DWG. NO. CET/3636/ASSAM /127B/FDPR/MISC-7
AS SHOWN 3RD FLOOR, PTI BUILDING, 4-PARLIAMENT STREET,
NEW DELHI - 110001
Consultancy Services for Feasibility Study and preparation of Detailed
CE TESTING COMPANY PVT. LTD. Drawn By.
ROAD NAME: NH-127 B starting from Srirampur in the Design By. Checked By. Approved By.
Project Report for Construction & up-gradation of the newly declared NH-127 B 124-A, N.S.C. Bose Road
state of Assam to the immediate approach of proposed
(Assam portion) starting from Srirampur on NH-27(old NH-31 C) at Chainage 0.00 bridge over river Brahmaputra near Dhubri. Kolkata - 700092.
MKD. DATE DESCRIPTION CHKD. APPRD.
Mar,2020 km to the immediate approach of proposed bridge over river Brahmaputra near
REVISIONS : R1 Dhubri at chainage 55.700 km to NH standard PACKAGE NO: PWD - NH (R) / ABY / 2014 - 15 /02 P.Nondy S.Dey B.Das A.Nayak
100m 30 m 100m
Passenger Shelter
Median
Bus Bay
Carriage way Bus Bay
Paved Shoulder
Earthen Shoulder
100m 30 m 100m
DETAILS OF BUS BAY LOCATION
Design
TYPICAL LAYOUT OF BUS BAY
Sl no Chainage Side Location
(km)
PKG 1
1 37.650 Both Baniamari
2 38.550 Both Baniamari
3 41.600 Both Batuatuli
PASSENGER SHELTER
NATIONAL HIGHWAYS AND INFRASTRUCTURE TYPICAL LAYOUT OF BUS BAY WITH
DEVELOPMENT CORPORATION LIMITED. PASSENGER SHELTER DWG. NO. CET/3636/ASSAM /127B/FDPR/MISC-8
AS SHOWN 3RD FLOOR, PTI BUILDING, 4-PARLIAMENT STREET,
NEW DELHI - 110001
Consultancy Services for Feasibility Study and preparation of Detailed
CE TESTING COMPANY PVT. LTD. Drawn By.
ROAD NAME: NH-127 B starting from Srirampur in the Design By. Checked By. Approved By.
Project Report for Construction & up-gradation of the newly declared NH-127 B 124-A, N.S.C. Bose Road
state of Assam to the immediate approach of proposed
(Assam portion) starting from Srirampur on NH-27(old NH-31 C) at Chainage 0.00 bridge over river Brahmaputra near Dhubri. Kolkata - 700092.
MKD. DATE DESCRIPTION CHKD. APPRD.
Mar,2020 km to the immediate approach of proposed bridge over river Brahmaputra near
REVISIONS : R1 Dhubri at chainage 55.700 km to NH standard PACKAGE NO: PWD - NH (R) / ABY / 2014 - 15 /02 P.Nondy S.Dey B.Das A.Nayak
IMPROVEMENT OF
GRADE SEPARATER INTERCHANGES
CU
ET
NEAR DHUBRI
4
RK
BRI
2
1+1
SRIRAMPUR
MA
W
DHU
RO
N
JA
LA
W
LIM
RO
BA
K
00
AC
1+1
-31
IT O
TR
NH
W
FW
RO
AY
OR
IL W
K
RA
RO
D
D
CULTIVATED LAN
PON
CU
W
RO
LT
IVA
TE
/8
D Curve N 050
52
W
LA o. 63
R (m)
RO
ND
LAN
D 1+
Lc (m) 300 D
TE
Ls (m) 236.679 IVA
W
Str D T
RO
75.0 u AN L
Delta 59 Typ cture CU
^31'35" R0
DL
40+150
Sp e:-Bo No.-
D
E
40+200
e AT
ight
PON
a TIV
De n:- 1 x Cu 41/1
W
5.0% L
0
D/S (k
RO
s lv CU
mph) Imp ign C /(2.0x ert
40+10
50
D
80 Wit .Prop h:40+ 3.0)m
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ROW
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ROW ROW
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ROW ROW ROW ROW hE .- 3
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PI
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ROW ENCE
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hC o
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300
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1+
(
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n
40+
o
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RO
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40+
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00
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:
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PROPOSED REWALL
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DESIGN CH : 1+000
ROAD-(A2) CH(39+700KM-40+262KM) EXISTING CH : 1+000
0
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/8
ROAD-B CH(39+290KM-40+463KM) 0+
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ROAD-D CH(0+000KM-1+124KM)
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GO
NATIONAL HIGHWAYS AND INFRASTRUCTURE
HOR- 1:2000 DEVELOPMENT CORPORATION LIMITED. GRADE SEPARATOR DWG. NO. CET/3636/ASSAM PWD/127B/FDPR/GS-01
VER- 1:200 3RD FLOOR, PTI BUILDING, 4-PARLIAMENT STREET,
NEW DELHI - 110001
Consultancy Services for Feasibility Study and preparation of Detailed CE TESTING COMPANY PVT. LTD.
ROAD NAME: NH-127 B starting from Srirampur in the Drawn By. Design By. Checked By. Approved By.
Project Report for Construction & up-gradation of the newly declared NH-127 B 124-A, N.S.C. Bose Road
state of Assam to the immediate approach of proposed
MKD. DATE DESCRIPTION CHKD. APPRD. (Assam portion) starting from Srirampur on NH-27(old NH-31 C) at Chainage 0.00 bridge over river Brahmaputra near Dhubri. Kolkata - 700092.
Mar,2020 km to the immediate approach of proposed bridge over river Brahmaputra near
REVISIONS : R1
Dhubri at chainage 55.700 km to NH standard PACKAGE NO: PWD - NH (R) / ABY / 2014 - 15 /02 P.Nondy S.Dey B.Das A.Nayak
PACKAGE-IV
(36.500KM TO 43.300KM)
LEVEL DETAILS OF PROPOSED BOX CULVERTS ON NH-127B(SIRAMPUR TO DHUBRI) PKG - IV
Earth Vent Height of Proposed Proposed
Design Size_FDPR_R2 Total Width Carriageway Finished Super Top Slab Bottom Slab Proposed
Sl Structure Remarks For Cushion Median Protection FRL- Slope Box(m) Founding
Chainage Road Stretch of Road of Culvert (Cw) Road Level LBL(m) Elevation Thickness Thickness Invert level
No. No. Proposal Height (m) Type LBL(m) side level
(km) (Tw)m (m) (m) (%) (m) (m) (m)
No. of cell x Span x (m) (m)
(b) (b1) (b2)
Height
4L
1 36.750 37/3 Balancing 1 X 2.0M X 2.0M 24.5 11.000 1.500 Flexible 32.834 30.696 2.138 NC 2.000 2.275 - 0.350 0.380 30.144 29.764
Built Up
LHS -3.9%
2 37.150 38/1 Balancing 1 X 2.0M X 2.0M - 4L 26.0 10.500 4.000 Flexible 32.591 31.562 1.029 L TO R 2.000 2.410 2.819 0.350 0.380 29.767 29.387
RHS 3.9%
4L LHS-15.0 &
3 37.626 38/2 Re-Construction 1 X 2.0M X 2.0M_EC 1.505 41.0 4.000 Flexible 32.344 28.889 3.455 NC 2.000 0.250 0.300 28.589 28.289
Bus Bay RHS-20.0
LHS -5.0%
4 38.000 39/1 Balancing 1 X 2.0M X 2.0M_EC 1.968 4L 26.0 10.500 4.000 Flexible 32.471 28.553 3.918 L TO R 2.000 2.525 2.725 0.250 0.300 28.253 27.953
RHS 5.0%
5 38.350 39/2 Balancing 1 X 2.0M X 2.0M 4L 26.0 10.500 4.000 Flexible 32.316 30.647 1.669 NC 2.000 2.263 - 0.350 0.380 29.638 29.258
4L LHS-18.0 &
6 38.550 39/3 Balancing 1 X 2.0M X 3.0M 41.0 4.000 Flexible 32.227 29.199 3.028 NC 3.000 3.450 0.250 0.300 28.462 28.162
Bus Bay RHS-18.0
7 38.850 39/4 Balancing 1 X 2.0M X 3.0M 4L 26.0 10.500 4.000 Flexible 31.900 28.729 3.171 NC 3.000 3.263 - 0.370 0.420 28.203 27.783
LHS-11.5 & LHS -5.0%
8 39.172 40/1 Re-Construction 1 X 2.0M X 2.0M 4L_Tapper 32.0 4.000 Flexible 31.311 28.966 2.345 L TO R 2.000 2.575 3.350 0.350 0.380 28.321 27.941
RHS-15.5 RHS 5.0%
Re-Construction
4L
9 39.505 40/2 (Realignment 1 X 2.0M X 3.0M_EC 4.721 25.0 10.000 4.000 Flexible 36.278 28.537 7.741 NC - 3.000 0.320 0.350 28.237 27.887
Portion)
RE Wall
4L
10 39.795 40/4 Balancing 1 X 3.0M X 4.0M_EC 4.947 25.0 10.000 4.000 Flexible 38.442 29.345 9.097 NC - 4.000 0.450 0.550 29.045 28.495
RE Wall
4L LHS-13.5 & LHS 5.0%
11 40.250 41/1 Balancing 1 X 2.0M X 3.0M_EC 3.621 39.0 4.000 Flexible 36.168 29.527 6.641 R TO L 3.000 0.320 0.370 29.227 28.857
RE Wall_Tapper RHS-19.5 RHS -5.0%
45_25.0m RE
4L
Wall LHS 5.0%
12 41.083 42/1 Balancing 1 X 2.0M X 3.0M_EC 3.093 RE Wall+ - 4.000 Flexible 34.533 28.420 6.113 R TO L 3.000 0.320 0.370 28.120 27.750
(10.0M SW on RHS -5.0%
Service Rd.
both side)
13 41.400 42/2 Balancing 1 X 2.0M X 2.0M_EC 1.635 4L_Tapper 34.0 14.500 4.000 Flexible 30.489 26.904 3.585 NC 2.000 0.250 0.300 26.604 26.304
LHS-10.5 &
14 41.800 42/3 Balancing 1 X 2.0M X 3.0M 4L_Tapper 32.0 4.000 Flexible 30.781 27.858 2.923 NC 3.000 3.413 3.150 0.370 0.420 26.933 26.513
RHS-16.5
15 42.191 43/1 Re-Construction 1 X 2.0M X 3.0M 4L 26.0 10.500 4.000 Flexible 30.519 27.645 2.874 NC 3.000 3.263 - 0.370 0.420 26.821 26.401
16 42.482 43/2 Re-Construction 1 X 2.0M X 3.0M 4L 26.0 10.500 4.000 Flexible 30.324 27.051 3.273 NC 3.000 3.263 - 0.370 0.420 26.627 26.207
LHS 5.0 %
17 42.605 43/3 New Balancing 1 X 2.0M X 3.0M 4L 26.0 10.5 4.0 Flexible 30.3 27.6 2.7 R TO L 3.000 3.525 3.725 0.370 0.420 26.300 25.880
RHS -5.0%
18 42.810 43/4 New Balancing 1 X 2.0M X 2.0M 4L 26.0 10.5 4.0 Flexible 30.6 28.5 2.1 NC 2.000 2.263 - 0.350 0.380 27.931 27.551
LHS -4.4%
19 43.268 44/2 Re-Construction 1 X 3.0M X 3.0M 4L 26.0 10.500 4.000 Flexible 30.938 27.805 3.133 L TO R 3.000 3.462 3.638 0.420 0.420 26.991 26.571
RHS 4.4%
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