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Index
S.
No. Description Drawing No.
1 LOCATION MAP SHEET 1
2 TYPICAL CROSS SECTION FOR RIGID PAVEMENT
(INTERMEDIATE LANE) IDC-AA/B-K/DPR/TCS-1
3 TYPICAL CROSS SECTION FOR RIGID PAVEMENT (TWO LANE) IDC-AA/B-K/DPR/TCS-2
4 GENERAL ARRANGMENT DRAWING SINGLE PIPE CULVERT 1.2M Ø IDC-AA/B-K/DPR/PC/GAD-01
5 GENERAL ARRANGMENT DRAWING DOUBLE PIPE CULVERT 1.2M Ø IDC-AA/B-K/DPR/PC/GAD-02
6 GENERAL ARRANGMENT DRAWING FOR WIDENING DOUBLE PIPE
CULVERT 1.0M Ø IDC-AA/B-K/DPR/PC/GAD-03
7
GENERAL ARRANGEMENT DRAWING OF SLAB CULVERT &
DETAILS OF ABUTMENT & RETURN WALL FOR SPAN 3.4 M
AT CHAINAGE 1330M, 10260M, 27500M
BR-14/ BOKRATA -KHETIYA
/SLAB 3.4M / 1
8
GENERAL ARRANGEMENT DRAWING OF SLAB CULVERT &
DETAILS OF ABUTMENT & RETURN WALL FOR SPAN 5.4 M
AT CHAINAGE 11990M, 28830M
BR-14/ BOKRATA -KHETIYA
/SLAB 5.4M / 1
9
GENERAL ARRANGEMENT DRAWING OF SLAB CULVERT &
DETAILS OF ABUTMENT & RETURN WALL FOR SPAN 6.4 M
AT CHAINAGE 2120M, 26420M, 26750M, 27140M, 29260M, 30090M
BR-14/ BOKRATA -KHETIYA
/SLAB 6.4M / 1
10
GENERAL ARRANGEMENT DRAWING OF SLAB CULVERT &
DETAILS OF ABUTMENT & RETURN WALL FOR DOUBLE SPAN 8.4 M
AT CHAINAGE 12820, 12370M, 12480M
BR-14/ BOKRATA -KHETIYA
/SLAB 8.4M / 1
11
GENERAL ARRANGEMENT DRAWING OF SLAB CULVERT &
DETAILS OF ABUTMENT & RETURN WALL FOR SPAN 10.4 M
AT CHAINAGE 5260M, 11130M
BR-14/ BOKRATA -KHETIYA
/SLAB 10.4M / 1
12
GENERAL ARRANGEMENT DRAWING OF SLAB CULVERT &
DETAILS OF ABUTMENT & RETURN WALL FOR DOUBLE SPAN 10.4
M
AT CHAINAGE 1630M, 4410M, 11360M, 11730M
BR-14/ BOKRATA -KHETIYA /
SLAB 10.4M / 1
13 GENERAL ARRANGEMENT DRAWING OF MINOR BRIDGE FOR
SINGLE SPAN 15.0 M AT CHAINAGE 16750M
BR-14/ BOKRATA -KHETIYA
/15.0M / 1
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MPRDC
NDB
Bokrata to Khetiya under NDB funded
Detailed Project Report of Bokrata-Khetiya Road IDCin Association with A & A Consulting Engineer
Name of Road: -Bokrata - KhetiyaRoad
1. Location map
Start Point from
Bokrata at 0/0
Km
End Point at
Khetiya at
13/4 Km
(INTERMEDIATE LANE)
TYPICAL CROSS SECTION FOR RIGID PAVEMENT(TCS-1 )
Exisiting Carriageway BT 3m width
DLC-150mm Thick
PQC(M40)-300mm Thick
PROPOSEDCARRIAGEWAY
HARDSHOULDER
HARDSHOULDER
Subgrade(>8% CBR) 500mm ThickDrainage Layer-150mm Thick
0.500m 0.500m
DLC-width
From To Length0 300 3001100 30300 29200
Total 29500
5431 20.51
504020510 10 30
TYPICAL CROSS SECTION
ROAD SEGMENT:
DRAWING TITLE
CLIENT
M.P. ROAD DEVELOPMENT CORPORATION LIMITED
MPRDC
0
0
GRAPHIC SCALE (HORIZONTAL)
GRAPHIC SCALE(VERTICAL)CONSULTANTS:-
DRAWN BY
CHECKED BYDESIGNED BY
APPROVED BY
INTERMEDIATE LANE CARRIAGEWAY
CONSULTANCY SERVICES FOR PREPARATION OF
DETAILED PROJECT REPORT,FINANCIAL ANALYSIS &
DETAILED TRAFFIC SURVEY OF FOUR ROAD
PROJECTS (PACKAGE-II)
BOKRATA TO KHETIYA ROAD
DWG No.:- IDC-AA/B-K/DPR/TCS-1
(TWO LANE)
TYPICAL CROSS SECTION FOR RIGID PAVEMENT WITH PAVED SHOULDER(TCS-2)
Exisiting Carriageway
PROPOSEDCARRIAGEWAYHA
RDSH
OU
LDER
Avai
labl
e Bo
unda
ry
CC D
RAIN
CC D
RAIN
Avai
labl
e Bo
unda
ry
From To Length300 1100 80030300 31200 900
TOTAL 1700m
BOKRATA TOWNKHETIYA TOWN
PAVE
DSH
OU
LDER
PAVE
DSH
OU
LDER
HARD
SHO
ULD
ER
5431 20.51
504020510 10 30
TYPICAL CROSS SECTION
ROAD SEGMENT:
DRAWING TITLE
CLIENT
M.P. ROAD DEVELOPMENT CORPORATION LIMITED
MPRDC
0
0
GRAPHIC SCALE (HORIZONTAL)
GRAPHIC SCALE(VERTICAL)CONSULTANTS:-
DRAWN BY
CHECKED BYDESIGNED BY
APPROVED BY
TWO LANE CARRIAGEWAY
CONSULTANCY SERVICES FOR PREPARATION OF
DETAILED PROJECT REPORT,FINANCIAL ANALYSIS &
DETAILED TRAFFIC SURVEY OF FOUR ROAD
PROJECTS (PACKAGE-II)
BOKRATA TO KHETIYA ROAD
DWG No.:- IDC-AA/B-K/DPR/TCS-2
O p e n i n g P r o p C h F R L I L D IM E N S IO N S
1 x 1 2 0 0m m 3 4 4 0 6 4 3 . 7 6 7m 6 4 1 .3 5 5m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 3 6 3 0 6 4 3 . 7 7 1m 6 4 1 .6 7 1m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 4 6 1 0 6 7 5 . 4 7 1m 6 7 3 .8 4 7m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 4 8 4 0 6 8 4 . 7 2 5m 6 8 2 .4 9 5m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 5 0 7 0 6 9 1 .4 7m 6 8 4 .7 0 7m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 5 4 8 0 7 0 3 . 4 8 6m 7 0 1 .2 3 9m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 5 6 5 0 7 1 1 . 1 3 8m 7 0 9 .1 3 8m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 5 7 7 5 7 1 6 . 5 5 8m 7 1 4 .6 2 2m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 6 4 1 0 7 5 6 . 6 1 4m 7 5 3 .0 6 4m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 8 1 0 0 7 3 6 . 9 7 8m 7 3 4 .8 1 8m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 8 3 4 0 7 2 8 . 1 4 7m 72 6 . 0 1m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 8 8 1 0 7 0 7 .6 4m 7 0 5 .5 4 4m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 9 0 5 5 6 9 4 .1 6m 6 9 0 .5 1 4m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 9 1 1 5 6 9 2 . 0 1 7m 6 8 8 .6 0 4m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 9 2 1 0 6 8 9 . 8 4 7m 6 8 7 .5 4 6m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 9 3 0 0 6 8 7 . 2 1 8m 6 8 5 .3 5 4m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 9 9 1 0 6 6 9 . 6 3 7m 66 7 . 7 1m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 05 3 0 6 5 0 . 1 4 3m 6 4 7 .8 1 4m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 15 1 0 6 2 2 . 7 6 3m 6 1 9 .2 7 2m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 35 0 0 5 8 7 . 6 9 1m 5 8 5 .4 7 1m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 37 4 0 5 8 9 . 1 5 6m 5 8 7 .1 8 3m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 47 0 0 5 7 0 . 3 1 4m 5 6 5 .7 0 2m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 48 2 0 5 6 0 . 8 2 5m 5 5 5 .7 1 7m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 49 4 0 5 5 0 . 9 0 9m 5 4 5 .6 6 5m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 51 2 0 5 3 5 . 1 7 5m 5 3 0 .8 9 4m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 54 0 0 5 0 9 .1 1m 50 6 . 7 3m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 55 9 0 4 9 2 . 6 9 4m 4 8 9 .8 7 4m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 61 7 0 4 4 4 . 8 7 6m 4 4 2 .3 3 6m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 62 7 0 4 3 8 . 9 5 2m 4 3 5 .6 8 5m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 65 9 0 4 1 4 . 3 0 6m 4 1 1 .9 0 9m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 68 1 0 4 0 3 . 8 9 7m 4 0 1 .8 8 5m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 70 6 0 4 0 1 . 8 7 2m 3 9 9 .5 8 4m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 72 9 0 4 0 2 . 2 4 1m 3 9 7 .8 5 9m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 75 7 0 4 0 7 . 5 0 7m 4 0 5 .2 0 7m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 76 1 0 4 0 6 .4 5m 4 0 3 .8 9 4m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 77 8 0 3 9 7 . 9 4 7m 3 9 5 .2 3 2m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 1 78 6 0 3 9 3 . 6 2 8m 3 8 9 .9 6 4m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 2 09 5 0 3 4 8 . 9 7 4m 3 4 6 .7 8 4m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 2 20 9 0 3 2 7 . 8 9 6m 3 2 5 .7 7 5m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 2 23 3 0 3 2 3 . 4 4 9m 3 2 1 .1 2 9m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 2 34 0 0 3 0 6 . 9 9 2m 3 0 4 .6 1 2m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 2 38 1 0 3 0 0 . 3 7 1m 2 9 8 .1 0 1m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
1 x 1 2 0 0m m 2 78 0 0 2 6 8 . 9 0 9m 2 6 6 .9 9 8m L = 7 .2 5m .W = 15 . 0 m ( M i n . )
Opening Prop Ch FRL IL DIMENSIONS
2x1200mm 3720 643.774m 640.762m L=9.30m.W=15.0m(Min.)
2x1200mm 4320 661.089m 658.989m L=9.30m.W=15.0m(Min.)
2x1200mm 5190 692.916m 690.966m L=9.30m.W=15.0m(Min.)
2x1200mm 6000 728.984m 726.754m L=9.30m.W=15.0m(Min.)
2x1200mm 6150 737.888m 735.341m L=9.30m.W=15.0m(Min.)
2x1200mm 6570 766.251m 764.249m L=9.30m.W=15.0m(Min.)
2x1200mm 6870 787.076m 785.076m L=9.30m.W=15.0m(Min.)
2x1200mm 7685 765.289m 763.12m L=9.30m.W=15.0m(Min.)
2x1200mm 7830 754.468m 752.367m L=9.30m.W=15.0m(Min.)
2x1200mm 8015 742.824m 740.664m L=9.30m.W=15.0m(Min.)
2x1200mm 8580 717.675m 715.538m L=9.30m.W=15.0m(Min.)
2x1200mm 9410 682.757m 680.661m L=9.30m.W=15.0m(Min.)
2x1200mm 17425 405.323m 403.306m L=9.30m.W=15.0m(Min.)
2x1200mm 18990 394.531m 392.639m L=9.30m.W=15.0m(Min.)
OPENING Ex. CHA. PROP CHA FRL IL DIMENSIONS
1 2 3 4 5 6
2 X 1000MM 21880 21670 335.083 333.48 L=7.25M, W=12.0M (Min)
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