Structure GADs
Structure GADs
DRAWINGS
GAD OF MAJOR / MINOR BRIDGE
INDEX SHEET FOR BRIDGES
DESIGN
SR.NO. DRAWING NO. TITLE SPAN PROPOSAL
CHAINAGE
1 0385/KJ/RFDPR/TS/JKW/PK-I/BRG-01 GAD OF MINOR BRIDGE (BOX CELL TYPE) 0+385 2 x 6.00 RECONSTRUCTION
2 0385/KJ/RFDPR/TS/JKW/PK-I/BRG-02 GAD OF MINOR BRIDGE (BOX CELL TYPE) 2+493 2 x 5.00 RECONSTRUCTION ( JAGTIAL BYPASS)
3 0385/KJ/RFDPR/TS/JKW/PK-I/BRG-03 GAD OF MINOR BRIDGE (BOX CELL TYPE) 4+266 1 x 8.00 RECONSTRUCTION (JAGTIAL BYPASS)
4 0385/KJ/RFDPR/TS/JKW/PK-I/BRG-04 GAD OF MINOR BRIDGE (BOX CELL TYPE) 4+696 1 x 8.00 RECONSTRUCTION
1x16.00+7 x
5 0385/KJ/RFDPR/TS/JKW/PK-I/BRG-05 GAD OF MAJOR BRIDGE 6+770 24.00 (LHS) & NEWCONSTRUCTION (JAGTIAL BYPASS)
8 x 24.00 (RHS)
9 0385/KJ/RFDPR/TS/JKW/PK-I/BRG-09 GAD OF MINOR BRIDGE (BOX CELL TYPE) 11+126 2 x 5.00 RECONSTRUCTION
0385/KJ/RFDPR/TS/JKW/PK-I/BRG-10/1
10 GAD OF MAJOR BRIDGE 12+285 7 x 16.00 RECONSTRUCTION
0385/KJ/RFDPR/TS/JKW/PK-I/BRG-10/2
11 0385/KJ/RFDPR/TS/JKW/PK-I/BRG-11 GAD OF MINOR BRIDGE (BOX CELL TYPE) 14+182 1 x 8.00 RECONSTRUCTION
12 0385/KJ/RFDPR/TS/JKW/PK-I/BRG-12 GAD OF MINOR BRIDGE (BOX CELL TYPE) 18+713 2 x 8.00 RECONSTRUCTION
0385/KJ/RFDPR/TS/JKW/PK-I/BRG-13/1
13 GAD OF MAJOR BRIDGE 23+375 3 x 24.00 NEWCONSTRUCTION ON REALIGNMENT
0385/KJ/RFDPR/TS/JKW/PK-I/BRG-13/2
14 0385/KJ/RFDPR/TS/JKW/PK-I/BRG-14 GAD OF MINOR BRIDGE (BOX CELL TYPE) 27+159 4 x 10.00 RECONSTRUCTION
1 x 30.00 MCW
15 0385/KJ/RFDPR/TS/JKW/PK-I/BRG-15 GAD OF MINOR BRIDGE 31+344 NEWCONSTRUCTION
+1X10 SR
16 0385/KJ/RFDPR/TS/JKW/PK-I/BRG-16 GAD OF MINOR BRIDGE (BOX CELL TYPE) 34+487 2 x 8.00 NEWCONSTRUCTION
0385/KJ/RFDPR/TS/JKW/PK-I/BRG-17/1
17 GAD OF MAJOR BRIDGE 35+850 7 x 14.00 RECONSTRUCTION
0385/KJ/RFDPR/TS/JKW/PK-I/BRG-17/2
0385/KJ/RFDPR/TS/JKW/PK-I/BRG-18/1
0385/KJ/RFDPR/TS/JKW/PK-I/BRG-18/3
19 0385/KJ/RFDPR/TS/JKW/PK-I/BRG-19 GAD OF MINOR BRIDGE (BOX CELL TYPE) 42+848 2 x 5.00 RECONSTRUCTION
20 0385/KJ/RFDPR/TS/JKW/PK-I/BRG-20 GAD OF MINOR BRIDGE (BOX CELL TYPE) 43+545 1 x 8.00 RECONSTRUCTION
0385/KJ/RFDPR/TS/JKW/PK-I/BRG-21/1
1X12.00+1 x
30.00+1X12.00
21 GAD OF MINOR BRIDGE 43+665 RECONSTRUCTION
0385/KJ/RFDPR/TS/JKW/PK-I/BRG-21/2 MCW
2X12.00 SR
0385/KJ/RFDPR/TS/JKW/PK-I/BRG-21/3
23 0385/KJ/RFDPR/TS/JKW/PK-I/BRG-23 GAD OF MINOR BRIDGE (BOX CELL TYPE) 48+912 6 x 6.00 NEWCONSTRUCTION (KARIMNAGAR BYPASS)
WARANGAL
JAGTIAL
ABbREVIATIONS
JAGTIAl warangal
SECTIONAL ELEVATION
U/S SIDE
WARANGAL
A A
JAGTIAL
ABbREVIATIONS
D/S SIDE
TRIAL PIT
CLIENT: CONSULTANT: NAME OF WORK: DRG. NO.: 0385/KJ/RFDPR/TS/JKW/PK-I/ BRG-02 R 04
R4 30/07/2022 REV. FINAL DETAILED PROJECT REPORT SAG JVB PUB
R3 05/03/2022 REV. FINAL DETAILED PROJECT REPORT SAG JVB PUB K & J Projects Private Limited Consultancy services for Feasibility Study, Detailed Project Report, Survey and Preparation of Land Plan Schedules for SCALE: SHEET: 01 OF 01 DATE: 30/07/22
NATIONAL HIGHWAYS AUTHORITY OF INDIA
R2 10/03/2021 REV. FINAL DETAILED PROJECT REPORT SAG JVB PUB Shivam, 16 NIT Layout, Ravinagar, TITLE:
(MINISTRY OF ROAD TRANSPORT & HIGHWAYS)
Widening to Two/Four Lane with Paved Shoulders From KM 0.000 to KM 130.000 of NH-563 on GAD OF MINOR BRIDGE (BOX TYPE)
R1 22/09/2020 FINAL DETAILED PROJECT REPORT SAG JVB PUB PROJECT IMPLEMENTATION UNIT - WARANGAL Nagpur - 440 033 Maharashtra, India. DE. CH. 2.493
R0 29/01/2019 FINAL DETAILED PROJECT REPORT SAG JVB PUB Ph.: (0712) 2556402, Fax: 2556403 Jagtiyal-Karimnagar-Warangal Road in The State of Telangana On EPC Mode. SPAN - 2 x 5.00m
REV. DATE DETAILS OF REVISION DRAWN CHECKED APPROVED Email: contact@knjprojects.com RECONSTRUCTION ON JAGTIAL BYPASS
JAGTIAL WARANGAL NOTES AND SPECIFICATIONS
SECTIONAL ELEVATION
D/S SIDE
u/S SIDE
WARANGAL
TYPE OF
SR.NO. SECTION
STRUCTURE & GRADE
JAGTIAL
ABbREVIATIONS
SECTION OF BOX RETURN
D/S SIDE
JAGTIAL WARANGAL
SECTIONAL ELEVATION
U/S SIDE
WARANGAL
TYPE OF
A A SECTION OF BOX CELL SR.NO. SECTION
STRUCTURE & GRADE
JAGTIYAL
ABbREVIATIONS
D/S SIDE
SECTION OF BOX RETURN
WARANGAL
jagTIAL
SECTIONAL ELEVATION
D/S SIDE
WARANGAL
SR.NO. SECTION TYPE OF STRUCTURE & GRADE
JAGTIAL
U/S SIDE
HALF BOTTOM PLAN HALF TOP PLAN
PLAN
ABbREVIATIONS
D/S SIDE
U/S SIDE
D/S SIDE
U/S SIDE
JAGTIAL WARANGAL
SECTIONAL ELEVATION
U/S SIDE
WARANGAL
TYPE OF
SR.NO. SECTION STRUCTURE &
GRADE
JAGTIAL
D/S SIDE
ABbREVIATIONS
TYPE OF
SR.NO. SECTION STRUCTURE &
GRADE
ABbREVIATIONS
D/S SIDE
A1 P1 P2 P3 P4 P5 A2
SERVICE ROAD
WARANGAL
MAIN CARRIAGEWAY
JAGTIAL
MAIN CARRIAGEWAY
SERVICE ROAD
U/S SIDE
U/S SIDE
TYPE OF
SR.NO. SECTION
STRUCTURE & GRADE
SECTION OF ABUTMENT A1
SECTION OF PIER P1
JAGTIAL WARANGAL
U/S SIDE
WARANGAL
A A
JAGTIAL
D/SPLAN
SIDE
sectional elevation
U/S SIDE
A1 P1 P2 P3 P4 P5 P6 A2
WARANGAL
jagTIAL
D/S SIDE
HALF BOTTOM PLAN HALF TOP PLAN
PLAN
TYPE OF
SR.NO. SECTION STRUCTURE &
GRADE
ABbREVIATIONS
WARANGAL
JAGTIAL
SR.NO. SECTION TYPE OF
STRUCTURE & GRADE
ABbREVIATIONS
SECTIONAL ELEVATION
u/S SIDE
d/S SIDE
U/S SIDE
WARANGAL
JAGTIAL
TRIAL PIT
D/S SIDE
PLAN
JAGTIAL WARANGAL
SECTIONAL ELEVATION
TYPE OF
SR.NO. SECTION
STRUCTURE & GRADE
D/S SIDE
WARANGAL
JAGTIAL
ABbREVIATIONS
U/S SIDE
TRIAL PIT
TYPE OF
SR.NO. SECTION
STRUCTURE & GRADE
ABbREVIATIONS
TRIAL PIT
D/S SIDE
WARANGAL
JAGTIAL
TYPE OF
SR.NO. SECTION
STRUCTURE & GRADE
U/S SIDE
ABbREVIATIONS
SECTIONAL ELEVATION
D/S SIDE
U/S SIDE
SECTION OF ABUTMENT
SECTION OF ABUTMENT (A1)
JAGTIAL WARANGAL
D/S SIDE
U/S SIDE
SECTIONAL ELEVATION
SECTION OF BOX CELL
U/S SIDE
TYPE OF
SR.NO. SECTION
STRUCTURE & GRADE
WARANGAL
A A
JAGTIAL
ABbREVIATIONS
D/S SIDE
TRIAL PIT
SECTIONAL ELEVATION
D/S SIDE
U/S SIDE
JAGTIAL
D/
SS
ID
E
HALF BOTTOM PLAN HALF TOP PLAN
PLAN
WARANGAL
A1 P1 P1 A1
jagtial jagtial
A1
P1
ABbREVIATIONS
TRIAL PIT
D/S SIDE
U/S SIDE
SECTIONAL ELEVATION
U/S SIDE
A A
JAGTIAL
TYPE OF
SR.NO. SECTION
STRUCTURE & GRADE
TRIAL PIT
D/S SIDE
ABbREVIATIONS
PLAN
CLIENT: CONSULTANT: NAME OF WORK: DRG. NO.: 0385/KJ/RFDPR/TS/JKW/PK-I/ BRG-19 R 04
R4 30/07/2022 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB
R3 05/03/2022 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB K & J Projects Private Limited Consultancy services for Feasibility Study, Detailed Project Report, Survey and Preparation of Land Plan Schedules for SCALE: SHEET: 01 OF 01 DATE: 30/07/22
NATIONAL HIGHWAYS AUTHORITY OF INDIA
R2 10/03/2021 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB Shivam, 16 NIT Layout, Ravinagar, TITLE:
(MINISTRY OF ROAD TRANSPORT & HIGHWAYS)
Widening to Two/Four Lane with Paved Shoulders From KM 0.000 to KM 130.000 of NH-563 on GAD OF MINOR BRIDGE (BOX TYPE)
R1 22/09/2020 FINAL DETAILED PROJECT REPORT SBR JVB PUB PROJECT IMPLEMENTATION UNIT - WARANGAL Nagpur - 440 033 Maharashtra, India. DE. CH. 42.848
R0 29/01/2019 FINAL DETAILED PROJECT REPORT SAG JVB PUB Ph.: (0712) 2556402, Fax: 2556403 Jagtiyal-Karimnagar-Warangal Road in The State of Telangana On EPC Mode. SPAN - 2 x 5.00m
REV. DATE DETAILS OF REVISION DRAWN CHECKED APPROVED Email: contact@knjprojects.com RECONSTRUCTION
JAGTIAL WARANGAL
SECTIONAL ELEVATION
U/S SIDE
WARANGAL
A A
JAGTIAL
D/S SIDE
PLAN
ABbREVIATIONS
SAG
CLIENT: CONSULTANT: NAME OF WORK: DRG. NO.: 0385/KJ/RFDPR/TS/JKW/PK-I/ BRG-20 R 04
R4 30/07/2022 REV. FINAL DETAILED PROJECT REPORT JVB PUB
R3 05/03/2022 REV. FINAL DETAILED PROJECT REPORT SAG JVB PUB K & J Projects Private Limited Consultancy services for Feasibility Study, Detailed Project Report, Survey and Preparation of Land Plan Schedules for SCALE: SHEET: 02 OF 02 DATE: 30/07/22
NATIONAL HIGHWAYS AUTHORITY OF INDIA
R2 10/03/2021 REV. FINAL DETAILED PROJECT REPORT SAG JVB PUB Shivam, 16 NIT Layout, Ravinagar, TITLE:
(MINISTRY OF ROAD TRANSPORT & HIGHWAYS)
Widening to Two/Four Lane with Paved Shoulders From KM 0.000 to KM 130.000 of NH-563 on GAD OF MINR BRIDGE (BOX TYPE)
R1 22/09/2020 FINAL DETAILED PROJECT REPORT SBR JVB PUB PROJECT IMPLEMENTATION UNIT - WARANGAL Nagpur - 440 033 Maharashtra, India. DE. CH. 43.545
R0 29/01/2019 FINAL DETAILED PROJECT REPORT SAG JVB PUB Ph.: (0712) 2556402, Fax: 2556403 Jagtiyal-Karimnagar-Warangal Road in The State of Telangana On EPC Mode. SPAN - 1 x 8.00m
REV. DATE DETAILS OF REVISION DRAWN CHECKED APPROVED Email: contact@knjprojects.com RECONSTRUCTION
U/S SIDE
WARANGAL
JAGTIAL
d/S SIDE
A1 P1 P2 A2
jagtial WARANGAL
&
A1 P1 P2 A2
jagtial WARANGAL
TYPE OF
SR.NO. SECTION
STRUCTURE & GRADE
ABbREVIATIONS
SECTION OF ABUTMENT A1
TRIAL PIT
CROSS SECTION OF ABUTMENT (A1)
JAGTIAL
warangal
SECTIONAL ELEVATION
U/S SIDE
warangal
TYPE OF
SR.NO. SECTION
STRUCTURE & GRADE
JAGTIAL
U/S SIDE
HALF BOTTOM PLAN HALF TOP PLAN
PLAN
ABbREVIATIONS
d/S SIDE
d/S SIDE U/S SIDE
U/S SIDE
SECTIONAL ELEVATION
SECTION OF BOX CELL
U/S SIDE
warangal
JAGTIAL
TYPE OF
SR.NO. SECTION
STRUCTURE & GRADE
D/S SIDE
ABbREVIATIONS
JAGTIAL WARANGAL
SECTIONAL ELEVATION
WARANGAL TYPE OF
SR.NO. SECTION
STRUCTURE & GRADE
JAGTIAL
ABbREVIATIONS
PLAN
NEW /
1 0385/KJ/RFDPR/TS/JKW/PK-I/BC-01 TYPE GAD OF BOX CULVERT SINGLE CELL 25.00m TCS - 8
RECONSTRUCTION
TCS -
2 0385/KJ/RFDPR/TS/JKW/PK-I/BC-02 TYPE GAD OF BOX CULVERT SINGLE CELL 26.00m RECONSTRUCTION
1,2,3,4,6&7
3 0385/KJ/RFDPR/TS/JKW/PK-I/BC-03 TYPE GAD OF BOX CULVERT DOUBLE CELL 26.00m RECONSTRUCTION TCS - 2 & 3
4 0385/KJ/RFDPR/TS/JKW/PK-I/BC-04 TYPE GAD OF BOX CULVERT SINGLE CELL 30.00m RECONSTRUCTION TCS - 10
5 0385/KJ/RFDPR/TS/JKW/PK-I/BC-05 TYPE GAD OF BOX CULVERT DOUBLE CELL 30.00m RECONSTRUCTION TCS - 10
6 0385/KJ/RFDPR/TS/JKW/PK-I/BC-06 TYPE GAD OF BOX CULVERT SINGLE CELL 41.00m RECONSTRUCTION TCS - 5
7 0385/KJ/RFDPR/TS/JKW/PK-I/BC-07 TYPE GAD OF BOX CULVERT DOUBLE CELL 41.00m RECONSTRUCTION TCS - 5
TCS - 9 &
8 0385/KJ/RFDPR/TS/JKW/PK-I/BC-08 TYPE GAD OF BOX CULVERT SINGLE CELL 45.00m NEW/RECONSTRUCTION
TCS - 9A
9 0385/KJ/RFDPR/TS/JKW/PK-I/BC-09 TYPE GAD OF BOX CULVERT DOUBLE CELL 45.00m RECONSTRUCTION TCS - 9
LIST OF BOX CULVERT
Existing Details Proposal Existing Details Proposal
Existing Design Span Span Existing Design Span Span
Sr. No. Chainage Chainage Outer Recomandation TCS TYPE Sr. No. Chainage Chainage Outer Recomandation TCS TYPE
Type of Structure Arrangement Outer Width (m) Type of Structure Arrangement Type of Structure Arrangement Outer Width (m) Type of Structure Arrangement
Width (m) Width (m)
(m) (m) 13+272 18.020 Slab Culvert 1 (m)
x 5.6 10.100 Box Culvert 1 x(m)
6.00 30.000 Reconstruction TCS-10
1 2 3 4 5 6 7 8 9 10 11 0385/KJ/RFDPR/TS/JKW/PK-I/BC/05
0385/KJ/RFDPR/TS/JKW/PK-I/BC/01 59 12+680 17.427 Slab Culvert 1 x 5.00 10.20 Box Culvert 2 x 3.00 30.000 Reconstruction TCS-10
1 7.404 Box Culvert 1 x 2.00 25.00 Newconstruction TCS-8 0385/KJ/RFDPR/TS/JKW/PK-I/BC/06
2 56.990 Box Culvert 1 x 3.00 25.00 Newconstruction TCS-8 60 23+076 27.722 HPC 1 x 600 12.00 Box Culvert 1 x 2.00 41.000 Reconstruction TCS-5
0385/KJ/RFDPR/TS/JKW/PK-I/BC/02 61 23+175 27.821 Slab Culvert 1 x 1.00 12.00 Box Culvert 1 x 2.00 41.000 Reconstruction TCS-5
3 1.945 HPC 2 x 1000 15.00 Box Culvert 1 x 2.00 26.00 Reconstruction TCS-4 62 23+244 27.891 Slab Culvert 1 x 1.80 12.00 Box Culvert 1 x 2.00 41.000 Reconstruction TCS-5
4 2.725 HPC 1 x 1000 15.40 Box Culvert 1 x 2.00 26.00 Reconstruction TCS-4 63 23+359 28.005 Slab Culvert 1 x 0.50 12.00 Box Culvert 1 x 2.00 41.000 Reconstruction TCS-5
5 3.378 HPC 2 x 1000 15.00 Box Culvert 1 x 2.00 26.00 Reconstruction TCS-4 64 24+030 28.644 Slab Culvert 3 x 1.50 12.00 Box Culvert 1 x 6.00 41.000 Reconstruction TCS-5
6 3.420 HPC 2 x 1000 15.00 Box Culvert 1 x 2.00 26.00 Reconstruction TCS-9A 65 28+757 33.816 Slab Culvert 1 x 2.00 10.50 Box Culvert 1 x 4.00 41.000 Reconstruction TCS-5
7 4.800 HPC 1 x 1000 13.40 Box Culvert 1 x 2.00 26.00 Reconstruction TCS-4 66 29+191 34.246 Slab Culvert 1 x 1.00 12.50 Box Culvert 1 x 3.00 41.000 Reconstruction TCS-5
8 6.614 HPC 2 x 1000 14.00 Box Culvert 1 x 2.00 26.00 Reconstruction TCS-1 0385/KJ/RFDPR/TS/JKW/PK-I/BC/07
9 6+664 11.413 Slab Culvert 1 x 1.2 10.00 Box Culvert 1 x 2.00 26.00 Reconstruction TCS-7 67 23+142 27.788 Slab Culvert 2 x 2.00 12.00 Box Culvert 2 x 2.00 41.000 Reconstruction TCS-5
10 6+934 11.683 Slab Culvert 1 x 1.8 10.50 Box Culvert 1 x 3.00 26.00 Reconstruction TCS-3 0385/KJ/RFDPR/TS/JKW/PK-I/BC/08
11 7+455 12.165 HPC 1 x 900 12.90 Box Culvert 1 x 2.00 26.00 Reconstruction TCS-3 68 0.660 Box Culvert 1 x 2.00 45.000 Newconstruction TCS-9A
12 7+743 12.494 HPC 1 x 600 10.50 Box Culvert 1 x 2.00 26.00 Reconstruction TCS-3 69 1.124 HPC 2 x 1000 14.60 Box Culvert 1 x 2.00 45.000 Reconstruction TCS-9A
13 7+867 12.615 HPC 1 x 600 10.50 Box Culvert 1 x 2.00 26.00 Reconstruction TCS-3 70 1.480 HPC 2 x 1200 15.30 Box Culvert 1 x 3.00 45.000 Reconstruction TCS-9A
14 9+785 14.535 Box Culvert/Arch 2 x 1.8 9.70 Box Culvert 1 x 4.00 26.00 Reconstruction TCS-3 71 3.945 HPC 1 x 1000 15.60 Box Culvert 1 x 2.00 45.000 Reconstruction TCS-9A
15 10+208 14.958 Slab Culvert/STONE 1 x 0.8 10.00 Box Culvert 1 x 2.00 26.00 Reconstruction TCS-3 72 4.170 HPC 2 x 1000 13.15 Box Culvert 1 x 2.00 45.000 Reconstruction TCS-9A
16 10+947 15.697 Slab Culvert 1 x 1.6 10.00 Box Culvert 1 x 3.00 26.00 Reconstruction TCS-3 73 9.285 Box Culvert 1 x 3.00 45.000 Newconstruction TCS-9A
17 11+447 16.199 Slab Culvert 2 x 2.3 10.50 Box Culvert 1 x 6.00 26.00 Reconstruction TCS-3 74 10.005 Box Culvert 1 x 3.00 45.000 Newconstruction TCS-9A
18 11+823 16.573 Slab Culvert 1x2 10.00 Box Culvert 1 x 3.00 26.00 Reconstruction TCS-3 75 10.161 Box Culvert 1 x 2.00 45.000 Newconstruction TCS-9A
19 12+072 16.822 Slab Culvert 1 x 2.7 10.00 Box Culvert 1 x 3.00 26.00 Reconstruction TCS-3 76 10.465 Box Culvert 1 x 2.00 45.000 Newconstruction TCS-9A
20 14+054 18.791 Slab Culvert 1x1 19.50 Box Culvert 1 x 2.00 26.00 Reconstruction TCS-2 77 5+915 10.665 Slab Culvert 1 x 1.20 10.00 Box Culvert 1 x 3.00 45.000 Reconstruction TCS-9A
21 17+008 21.735 Slab Culvert 2 x 1.5 10.00 Box Culvert 1 x 3.00 26.00 Reconstruction TCS-3 78 8+560 13.309 Slab Culvert 2 x 1.50 10.50 Box Culvert 1 x 3.00 45.000 Reconstruction TCS-9
22 25.022 Box Culvert 1 x 4.00 26.00 Newconstruction TCS-2 79 13+445 18.191 Slab Culvert 1 x 1.50 19.00 Box Culvert 1 x 2.00 45.000 Reconstruction TCS-9
23 25.200 Box Culvert 1 x 2.00 26.00 Newconstruction TCS-2 80 13+645 18.391 Slab Culvert 1 x 2.50 19.50 Box Culvert 1 x 3.00 45.000 Reconstruction TCS-9
Newconstruction on Newconstruction on
24 34.635 Box Culvert 1 x 2.00 26.00 Realignment TCS-2 81 15+392 20.145 Slab Culvert 2 x 1.70 16.50 Box Culvert 1 x 4.00 45.000 Realignment TCS-9
Newconstruction on 82 16+020 20.742 Slab Culvert 1 x 1.50 11.00 Box Culvert 1 x 4.00 45.000 Reconstruction TCS-9
25 35.011 Box Culvert 1 x 3.00 26.00 Realignment TCS-2
83 20.840 Box Culvert 1 x 6.00 45.000 Newconstruction TCS-9
Newconstruction on 84 16+341 21.066 Slab Culvert 2 x 2.00 10.50 Box Culvert 1 x 4.00 45.000 Reconstruction TCS-9
26 35.064 Box Culvert 1 x 4.00 26.00 Realignment TCS-2
85 18+991 23.735 Slab Culvert 1 x 1.30 12.20 Box Culvert 1 x 2.00 45.000 Reconstruction TCS-9
27 30+114 35.148 Slab Culvert 1 x 1.5 12.00 Box Culvert 1 x 2.00 26.00 Reconstruction TCS-2
86 19+122 23.830 Slab Culvert CHOCKUP 12.00 Box Culvert 1 x 2.00 45.000 Reconstruction TCS-9
Newconstruction on
28 30+314 35.350 Box Culvert 1 x 2.00 26.00 Realignment TCS-2 87 19+717 24.420 Slab Culvert CHOCKUP 13.00 Box Culvert 1 x 2.00 45.000 Reconstruction TCS-9
88 19+781 24.488 Slab Culvert 1 x 1.50 13.00 Box Culvert 1 x 2.00 45.000 Reconstruction TCS-9
29 30+575 35.620 Slab Culvert 1x1 12.00 Box Culvert 1 x 2.00 26.00 Reconstruction TCS-3
89 22+095 26.740 Slab Culvert 1 x 1.20 12.00 Box Culvert 1 x 2.00 45.000 Newconstruction TCS-9
30 30+704 35.750 Slab Culvert 1 x 1.2 12.00 Box Culvert 1 x 2.00 26.00 Reconstruction TCS-3
90 22+315 26.960 Slab Culvert 1 x 1.50 10.50 Box Culvert 1 x 2.00 45.000 Reconstruction TCS-9
31 30+957 36.000 Slab Culvert 1 x 1.2 12.00 Box Culvert 1 x 3.00 26.00 Reconstruction TCS-3
91 28.755 Box Culvert 1 x 2.00 45.000 Newconstruction TCS-9
32 31+042 36.086 Slab Culvert 1 x 1.2 12.00 Box Culvert 1 x 2.00 26.00 Reconstruction TCS-3
92 29.400 Box Culvert 1 x 2.00 45.000 Newconstruction TCS-9A
33 31+254 36.297 Slab Culvert 1x3 10.00 Box Culvert 1 x 3.00 26.00 Reconstruction TCS-3
93 29.649 Box Culvert 1 x 2.00 45.000 Newconstruction TCS-9A
34 32+924 37.965 Slab Culvert 1x1 12.50 Box Culvert 1 x 2.00 26.00 Reconstruction TCS-4
94 31.016 Box Culvert 1 x 2.00 45.000 Newconstruction TCS-9A
35 35+264 40.518 Slab Culvert 1x1 12.00 Box Culvert 1 x 4.00 26.00 Reconstruction TCS-4
95 31.456 Box Culvert 1 x 2.00 45.000 Newconstruction TCS-9A
36 35+417 40.666 Slab Culvert 2 x 2.2 11.80 Box Culvert 1 x 6.00 26.00 Reconstruction TCS-4
96 32.128 Box Culvert 1 x 3.00 45.000 Newconstruction TCS-9A
37 36+048 41.298 Slab Culvert 1x1 10.50 Box Culvert 1 x 2.00 26.00 Reconstruction TCS-4
97 32.569 Box Culvert 1 x 2.00 45.000 Newconstruction TCS-9A
38 36+233 41.482 Slab Culvert 2 x 2.2 10.50 Box Culvert 1 x 6.00 26.00 Reconstruction TCS-4
98 33+522 38.560 Slab Culvert 1 x 1.00 12.50 Box Culvert 1 x 2.00 45.000 Reconstruction TCS-9
39 36+877 42.126 Slab Culvert 1x3 12.00 Box Culvert 1 x 4.00 26.00 Reconstruction TCS-4
99 39.188 Box Culvert 1 x 3.00 45.000 Newconstruction TCS-9A
40 37+930 43.180 Slab Culvert 1x3 12.50 Box Culvert 1 x 6.00 26.00 Reconstruction TCS-4
100 39.332 Box Culvert 1 x 2.00 45.000 Newconstruction TCS-9A
41 47.250 Box Culvert 1 x 2.00 26.00 Newconstruction TCS-1
101 39.538 Box Culvert 1 x 2.00 45.000 Newconstruction TCS-9A
42 47.418 Box Culvert 1 x 4.00 26.00 Newconstruction TCS-1
102 38+593 43.840 HPC 2 x 1200 10.00 Box Culvert 1 x 3.00 45.000 Reconstruction TCS-9
43 48.042 Box Culvert 1 x 6.00 26.00 Newconstruction TCS-1
103 44.930 Box Culvert 1 x 2.00 45.000 Newconstruction TCS-9A
44 49.446 Box Culvert 1 x 3.00 26.00 Newconstruction TCS-1
104 45.652 Box Culvert 1 x 6.00 45.000 Newconstruction TCS-9A
45 49.590 Box Culvert 1 x 2.00 26.00 Newconstruction TCS-1
105 46.145 Box Culvert 1 x 3.00 45.000 Newconstruction TCS-9A
46 50.022 Box Culvert 1 x 6.00 26.00 Newconstruction TCS-1
106 46.386 Box Culvert 1 x 2.00 45.000 Newconstruction TCS-9A
47 52.660 Box Culvert 1 x 2.00 26.00 Newconstruction TCS-1
107 50.110 Box Culvert 1 x 4.00 45.000 Newconstruction TCS-9A
48 52.890 Box Culvert 1 x 2.00 26.00 Newconstruction TCS-1
108 50.560 Box Culvert 1 x 4.00 45.000 Newconstruction TCS-9A
49 53.015 Box Culvert 1 x 2.00 26.00 Newconstruction TCS-1
109 50.908 Box Culvert 1 x 2.00 45.000 Newconstruction TCS-9A
50 53.370 Box Culvert 1 x 4.00 26.00 Newconstruction TCS-1
110 51.025 Box Culvert 1 x 2.00 45.000 Newconstruction TCS-9A
51 54.875 Box Culvert 1 x 6.00 26.00 Newconstruction TCS-1
111 51.892 Box Culvert 1 x 4.00 45.000 Newconstruction TCS-9A
52 55.512 Box Culvert 1 x 3.00 26.00 Newconstruction TCS-1
112 52.440 Box Culvert 1 x 4.00 45.000 Newconstruction TCS-9A
53 56.057 Box Culvert 1 x 3.00 26.00 Newconstruction TCS-1
113 54.130 Box Culvert 1 x 2.00 45.000 Newconstruction TCS-9A
54 56.154 Box Culvert 1 x 3.00 26.00 Newconstruction TCS-1
114 58.736 Box Culvert 1 x 6.00 45.000 Newconstruction TCS-9A
55 56.685 Box Culvert 1 x 2.00 26.00 Newconstruction TCS-1
0385/KJ/RFDPR/TS/JKW/PK-I/BC/09
0385/KJ/RFDPR/TS/JKW/PK-I/BC/03
115 16+533 21.258 Slab Culvert 1 x 1.50 17.000 Box Culvert 2 x 2.00 45.000 Reconstruction TCS-9
56 14+400 19.136 Slab Culvert 2 x 2.5 10.200 Box Culvert 2 x 3.00 26.00 Reconstruction TCS-4
116 16+703 21.428 Slab Culvert 2 x 1.70 10.000 Box Culvert 2 x 2.00 45.000 Reconstruction TCS-9
57 31+972 37.014 Slab Culvert 2x2 12.000 Box Culvert 2 x 2.00 26.00 Reconstruction TCS-3
117 28+268 33.322 Slab Culvert 2 x 2.00 12.500 Box Culvert 2 x 2.00 45.000 Reconstruction TCS-9
0385/KJ/RFDPR/TS/JKW/PK-I/BC/04
58 13+272 18.020 Slab Culvert 1 x 5.6 10.100 Box Culvert 1 x 6.00 30.000 Reconstruction TCS-10
0385/KJ/RFDPR/TS/JKW/PK-I/BC/05
CLIENT: CONSULTANT: NAME OF WORK: DRG. NO.: 0385/KJ/RFDPR/TS/JKW/PK-I/ BC/LIST R 04
R4 30/07/2022 REV. FINAL DETAILED PROJECT REPORT JVB PUB
R3 05/03/2022 REV. FINAL DETAILED PROJECT REPORT JVB PUB K & J Projects Private Limited Consultancy services for Feasibility Study, Detailed Project Report, Survey and Preparation of Land Plan Schedules for SCALE: SHEET: 01 OF 01 DATE: 30/07/22
NATIONAL HIGHWAYS AUTHORITY OF INDIA
R2 10/03/2021 REV. FINAL DETAILED PROJECT REPORT JVB PUB Shivam, 16 NIT Layout, Ravinagar, TITLE:
(MINISTRY OF ROAD TRANSPORT & HIGHWAYS)
Widening to Two/Four Lane with Paved Shoulders From KM 0.000 to KM 130.000 of NH-563 on
R1 22/09/2020 FINAL DETAILED PROJECT REPORT JVB PUB PROJECT IMPLEMENTATION UNIT - WARANGAL Nagpur - 440 033 Maharashtra, India.
R0 29/01/2019 FINAL DETAILED PROJECT REPORT JVB PUB Ph.: (0712) 2556402, Fax: 2556403 Jagtiyal-Karimnagar-Warangal Road in The State of Telangana On EPC Mode. LIST OF BOX CULVERT
REV. DATE DETAILS OF REVISION DRAWN CHECKED APPROVED Email: contact@knjprojects.com
NOTES AND SPECIFICATIONS
&
&
TYPE OF
SR.NO. SECTION STRUCTURE &
GRADE
ABbREVIATIONS
DETAIL-B
&
&
TYPE OF
SR.NO. SECTION
STRUCTURE & GRADE
DETAIL-B
DETAIL-A
PLAN
d/S SIDE
u/S SIDE
SECTIONAL ELEVATION
JAGtial
D/S
U/S
WARANGAL
PLAN
TYPE OF
SR.NO. SECTION STRUCTURE &
GRADE
ABbREVIATIONS
DETAIL-B
SECTION OF BOX RETURN
DETAIL-A
D/S SIDE
U/S SIDE
JAGTIAL
b b
WARANGAL
TYPE OF
SR.NO. SECTION
STRUCTURE & GRADE
PLAN
JAGTIAL WARANGAL
DETAIL-B
SECTION OF BOX RETURN
SECTIONAL ELEVATION AT A-A
CLIENT: CONSULTANT: NAME OF WORK: DRG. NO.: 0385/KJ/RFDPR/TS/JKW/PK-I/ BC-04 R 04
R4 30/07/2022 REV. FINAL DETAILED PROJECT REPORT JVB PUB
R3 05/03/2022 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB K & J Projects Private Limited Consultancy services for Feasibility Study, Detailed Project Report, Survey and Preparation of Land Plan Schedules for SCALE: SHEET: 01 OF 01 DATE: 30/07/22
NATIONAL HIGHWAYS AUTHORITY OF INDIA
R2 10/03/2021 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB Shivam, 16 NIT Layout, Ravinagar, TITLE:
(MINISTRY OF ROAD TRANSPORT & HIGHWAYS)
Widening to Two/Four Lane with Paved Shoulders From KM 0.000 to KM 130.000 of NH-563 on TYPE GAD OF BOX CULVERT
R1 22/09/2020 FINAL DETAILED PROJECT REPORT SBR JVB PUB PROJECT IMPLEMENTATION UNIT - WARANGAL Nagpur - 440 033 Maharashtra, India. @ 30.00 m WIDTH
R0 29/01/2019 FINAL DETAILED PROJECT REPORT ASN JVB PUB Ph.: (0712) 2556402, Fax: 2556403 Jagtiyal-Karimnagar-Warangal Road in The State of Telangana On EPC Mode. RECONSTRUCTION
REV. DATE DETAILS OF REVISION DRAWN CHECKED APPROVED Email: contact@knjprojects.com
NOTES AND SPECIFICATIONS
D/S SIDE
U/S SIDE
JAGTIAL
b b
TYPE OF
WARANGAL
SR.NO. SECTION
STRUCTURE & GRADE
PLAN
JAGTIAL WARANGAL
ABbREVIATIONS
TABLE SHOWING SALIENT DIMENSIONS OF BOX CULVERT
DETAIL-A
DETAIL-B
SECTIONAL ELEVATION AT A-A SECTION OF BOX RETURN
D/S SIDE
U/S SIDE
JAGTIAL
b b
TYPE OF
SR.NO. SECTION
STRUCTURE & GRADE
PLAN
JAGTIAL WARANGAL
DETAIL A
TABLE SHOWING SALIENT DIMENSIONS OF BOX CULVERT
ABbREVIATIONS
D/S SIDE
U/S SIDE
JAGTIAL
b b
TYPE OF
WARANGAL
SR.NO. SECTION
STRUCTURE & GRADE
PLAN
ABbREVIATIONS
DETAIL-A
DETAIL-B
SECTIONAL ELEVATION AT A-A SECTION OF BOX RETURN
JAGTIAL
D/S SIDE
U/S SIDE
&
WARANGAL
&
JAGTIAL WARANGAL
DETAIL-B
ABbREVIATIONS
DETAIL-A
SECTIONAL ELEVATION
CLIENT: CONSULTANT: NAME OF WORK: DRG. NO.: 0385/KJ/RFDPR/TS/JKW/PK-I/ BC-08 R 04
R4 30/07/2022 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB
R3 05/03/2022 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB K & J Projects Private Limited Consultancy services for Feasibility Study, Detailed Project Report, Survey and Preparation of Land Plan Schedules for SCALE: SHEET: 01 OF 01 DATE: 30/07/22
NATIONAL HIGHWAYS AUTHORITY OF INDIA
R2 10/03/2021 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB Shivam, 16 NIT Layout, Ravinagar, TITLE:
(MINISTRY OF ROAD TRANSPORT & HIGHWAYS)
Widening to Two/Four Lane with Paved Shoulders From KM 0.000 to KM 130.000 of NH-563 on TYPICAL GAD OF SINGLE CELL BOX CULVERT
R1 22/09/2020 FINAL DETAILED PROJECT REPORT SBR JVB PUB PROJECT IMPLEMENTATION UNIT - WARANGAL Nagpur - 440 033 Maharashtra, India. @ 45.00m WIDTH WITH UNDERPASS APPROACH
R0 29/01/2019 FINAL DETAILED PROJECT REPORT AHR JVB PUB Ph.: (0712) 2556402, Fax: 2556403 Jagtiyal-Karimnagar-Warangal Road in The State of Telangana On EPC Mode. NEW CONSTRUCTION
REV. DATE DETAILS OF REVISION DRAWN CHECKED APPROVED Email: contact@knjprojects.com
NOTES AND SPECIFICATIONS
u/S SIDE
d/S SIDE
JAGTiAL
DETAIL-A
D/S
U/S
&
&
WARANGAL
DETAIL-B
TYPE OF
SR.NO. SECTION
STRUCTURE & GRADE
PLAN
JAGITYAL WARANGAL
ABbREVIATIONS
1 0385/KJ/RFDPR/TS/JKW/PK-I/LVUP-01 TYPE GAD OF LIGHT VEHICULAR UNDERPASS 1 x 12.00 X 4.00 2 x 11.00 NEWCONSTRUCTION TCS-9A
2 0385/KJ/RFDPR/TS/JKW/PK-I/LVUP-02 TYPE GAD OF LIGHT VEHICULAR UNDERPASS 1 x 12.00 X 4.00 2 x 11.00 NEWCONSTRUCTION TCS-8
3 0385/KJ/RFDPR/TS/JKW/PK-I/VUP-03 TYPE GAD OF VEHICULAR UNDERPASS 1 x 20.00 x 5.50 2 x 11.00 NEWCONSTRUCTION TCS-9A
4 0385/KJ/RFDPR/TS/JKW/PK-I/VUP-04 TYPE GAD OF VEHICULAR UNDERPASS 1 x 20.00 x 5.50 2 x 11.00 NEWCONSTRUCTION TCS-9A/TCS-1
5 0385/KJ/RFDPR/TS/JKW/PK-I/VUP-05 TYPE GAD OF VEHICULAR UNDERPASS 1 x 30.00 x 5.50 2 x 11.00 NEWCONSTRUCTION TCS-9
6 0385/KJ/RFDPR/TS/JKW/PK-I/VUP-06 TYPE GAD OF VEHICULAR UNDERPASS 1 x 30.00 x 5.50 2 x 11.00 NEWCONSTRUCTION TCS-8
LIST OF UNDERPASS
Proposal
Design
Sr. No. Type of Outer Width Recomandation TCS Type Skew
Chainage Span Arrangement (m)
Structure (m)
A A
1 2 3 4 5 6 7 8
0385/KJ/RFDPR/TS/JKW/PK-I/LVUP/01
Newconstruction
1 10.055 LVUP 1 x 12.00 x 4.00 2 x 11.00 in VUP approach at Jagtial Bypass TCS-9A 0°
F F
CLIENT: CONSULTANT: NAME OF WORK: DRG. NO.: 0385/KJ/RFDPR/TS/JKW/PK-I/ VUP LIST R 04
R4 20/06/2022 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB
R3 05/03/2022 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB K & J Projects Private Limited Consultancy services for Feasibility Study, Detailed Project Report, Survey and Preparation of Land Plan Schedules for SCALE: SHEET: 01 OF 01 DATE: 20/06/22
NATIONAL HIGHWAYS AUTHORITY OF INDIA
R2 10/03/2021 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB Shivam, 16 NIT Layout, Ravinagar, TITLE:
(MINISTRY OF ROAD TRANSPORT & HIGHWAYS)
Widening to Two/Four Lane with Paved Shoulders From KM 0.000 to KM 130.000 of NH-563 on
R1 22/09/2020 FINAL DETAILED PROJECT REPORT SBR JVB PUB PROJECT IMPLEMENTATION UNIT - WARANGAL Nagpur - 440 033 Maharashtra, India.
R0 29/01/2019 FINAL DETAILED PROJECT REPORT SBR JVB PUB Ph.: (0712) 2556402, Fax: 2556403 Jagtiyal-Karimnagar-Warangal Road in The State of Telangana On EPC Mode. LIST OF UNDERPASS
REV. DATE DETAILS OF REVISION DRAWN CHECKED APPROVED Email: contact@knjprojects.com PK-I :From Km. 00.000 (Ex. Ch.90+500 of NH-63) To Km. 58.866 (Near Ex. Ch. 170+400 (SH-1)(Design Length-58.866 km).
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
jagtial WARANGAL
A A
B B
WARANGAL
C
DETAIL-A C
A A
D D
DETAIL-B DETAIL-C
ABbREVIATIONS
E E
Proposal
jagtial Sr. No.
Design
Chainage Type of Span Arrangement Outer Width
Recomandation FRL Soffit Level
Ground
Level
Service Road Foundati
Level on Level
TCS TYPE Skew
Structure (m) (m)
1 2 3 4 5 6 7 8 9 10 11 7 8
0385/KJ/RFDPR/TS/JKW/PK-I/LVUP/02
1 10.055 LVUP 1 x 12.00 x 4.00 2 x 11.00 Newconstruction 307.307 306.492 296.504 298.851 298.051 TCS-9A 0°
2 28.950 LVUP 1 x 12.00 x 4.00 2 x 11.00 Newconstruction 365.443 364.578 359.115 357.016 356.116 TCS-9A 0°
3 29.555 LVUP 1 x 12.00 x 4.00 2 x 11.00 Newconstruction 368.045 367.180 360.613 360.545 359.645 TCS-9A 0°
B 4 44.700 LVUP 1 x 12.00 x 4.00 2 x 11.00 Newconstruction 301.750 300.885 293.283 293.342 292.442 TCS-9A 12°
HALF BOTTOM PLAN HALF TOP PLAN 5 45.740 LVUP 1 x 12.00 x 4.00 2 x 11.00 Newconstruction 296.369 295.504 287.906 288.879 287.979 TCS-9A 12°
PLAN
F F
CLIENT: CONSULTANT: NAME OF WORK: DRG. NO.: 0385/KJ/RFDPR/TS/JKW/PK-I/ LVUP-01 R 04
R4 20/06/2022 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB
R3 05/03/2022 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB K & J Projects Private Limited Consultancy services for Feasibility Study, Detailed Project Report, Survey and Preparation of Land Plan Schedules for SCALE: SHEET: 01 OF 01 DATE: 20/06/22
NATIONAL HIGHWAYS AUTHORITY OF INDIA
R2 10/03/2021 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB Shivam, 16 NIT Layout, Ravinagar, TITLE:
(MINISTRY OF ROAD TRANSPORT & HIGHWAYS)
Widening to Two/Four Lane with Paved Shoulders From KM 0.000 to KM 130.000 of NH-563 on
R1 22/09/2020 FINAL DETAILED PROJECT REPORT SBR JVB PUB PROJECT IMPLEMENTATION UNIT - WARANGAL Nagpur - 440 033 Maharashtra, India. TYPICAL GAD OF LIGHT VEHICULAR UNDERPASS
R0 29/01/2019 FINAL DETAILED PROJECT REPORT AHR JVB PUB Ph.: (0712) 2556402, Fax: 2556403 Jagtiyal-Karimnagar-Warangal Road in The State of Telangana On EPC Mode. SPAN - 1 x 12.00 x 4.00 @ 2x11.00 M WIDTH
REV. DATE DETAILS OF REVISION DRAWN CHECKED APPROVED Email: contact@knjprojects.com PK-I :From Km. 00.000 (Ex. Ch.90+500 of NH-63) To Km. 58.866 (Near Ex. Ch. 170+400 (SH-1)(Design Length-58.866 km). NEW CONSTRUCTION (TCS-9A)
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
NOTES AND SPECIFICATIONS
A A
B B
C C
TYPE OF
SR.NO. SECTION
STRUCTURE & GRADE
D D
ABbREVIATIONS
E E
Proposal
Sr. Design Soffit Ground Service Road Foundation TCS
Chainage Span Outer Recomandation FRL Skew
No. Type of Level Level Level Level TYPE
Structure Arrangement (m) Width (m)
1 2 3 4 5 6 7 8 9 10 11 7 8
0385/KJ/RFDPR/TS/JKW/PK-I/LVUP/03
Newconstructio
1 57.360 LVUP 1 x 12.00 x 4.00 2 x 11.00 267.991 267.126 262.173 261.162 260.262 TCS-8 65°
n
F F
CLIENT: CONSULTANT: NAME OF WORK: DRG. NO.: 0385/KJ/RFDPR/TS/JKW/PK-I/ LVUP-02 R 04
R4 20/06/2022 REV. FINAL DETAILED PROJECT REPORT SAG JVB PUB
R3 05/03/2022 REV. FINAL DETAILED PROJECT REPORT SAG JVB PUB K & J Projects Private Limited Consultancy services for Feasibility Study, Detailed Project Report, Survey and Preparation of Land Plan Schedules for SCALE: SHEET: 01 OF 01 DATE: 20/06/22
NATIONAL HIGHWAYS AUTHORITY OF INDIA
R2 10/03/2021 REV. FINAL DETAILED PROJECT REPORT SAG JVB PUB Shivam, 16 NIT Layout, Ravinagar, TITLE:
(MINISTRY OF ROAD TRANSPORT & HIGHWAYS)
Widening to Two/Four Lane with Paved Shoulders From KM 0.000 to KM 130.000 of NH-563 on TYPICAL GAD OF LIGHT VEHICULAR UNDERPASS
R1 22/09/2020 FINAL DETAILED PROJECT REPORT SAG JVB PUB PROJECT IMPLEMENTATION UNIT - WARANGAL Nagpur - 440 033 Maharashtra, India.
R0 29/01/2019 FINAL DETAILED PROJECT REPORT SAG JVB PUB Ph.: (0712) 2556402, Fax: 2556403 Jagtiyal-Karimnagar-Warangal Road in The State of Telangana On EPC Mode. SPAN - 1 x 12.00 x 4.00 @ 2x11.00 M WIDTH
NEW CONSTRUCTION (TCS-8)
REV. DATE DETAILS OF REVISION DRAWN CHECKED APPROVED Email: contact@knjprojects.com PK-I :From Km. 00.000 (Ex. Ch.90+500 of NH-63) To Km. 58.866 (Near Ex. Ch. 170+400 (SH-1)(Design Length-58.866 km).
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
NOTES AND SPECIFICATIONS
A A
jagtial warangal
B B
SECTIONAL ELEVATION
C C
warangal TYPE OF
SR.NO. SECTION
STRUCTURE & GRADE
Proposal
Service
Sr. Design Span Ground Foundati
Outer Recomandation FRL Soffit Level Road TCS TYPE Skew
No. Chainage Type of Arrangement Level on Level
Structure Width (m) Level
(m)
1 2 3 4 5 6 7 8 9 10 11 7 8
jagtial 0385/KJ/RFDPR/TS/JKW/PK-I/VUP/03 ABbREVIATIONS
1 1.245 VUP 1 x 20.00 x 5.50 2 x 11.00 Newconstruction 309.061 306.865 301.310 301.034 296.810 TCS-9A 0°
2 4.017 VUP 1 x 20.00 x 5.50 2 x 11.00 Newconstruction 309.322 307.126 301.060 301.359 296.560 TCS-9A 0°
E E
3 5.910 VUP 1 x 20.00 x 5.50 2 x 11.00 Newconstruction 311.302 309.106 303.518 303.177 299.018 TCS-9A 28°
4 9.160 VUP 1 x 20.00 x 5.50 2 x 11.00 Newconstruction 311.404 309.208 302.548 303.326 298.048 TCS-9A 36°
5 13.800 VUP 1 x 20.00 x 5.50 2 x 11.00 Newconstruction 346.894 344.698 338.407 338.680 333.907 TCS-9 0°
6 20.570 VUP 1 x 20.00 x 5.50 2 x 11.00 Newconstruction 402.040 399.844 393.669 394.349 389.169 TCS-9 32°
7 26.538 VUP 1 x 20.00 x 5.50 2 x 11.00 Newconstruction 366.405 364.209 356.542 358.544 352.042 TCS-9 11°
HALF BOTTOM PLAN HALF TOP PLAN
8 50.580 VUP 1 x 20.00 x 5.50 2 x 11.00 Newconstruction 287.694 285.498 279.056 279.857 274.556 TCS-9A 57°
PLAN 9 51.960 VUP 1 x 20.00 x 5.50 2 x 11.00 Newconstruction 289.427 287.231 280.273 281.154 275.773 TCS-9A 52°
10 53.895 VUP 1 x 20.00 x 5.50 2 x 11.00 Newconstruction 287.401 285.205 277.900 278.390 273.400 TCS-9A 7°
11 54.480 VUP 1 x 20.00 x 5.50 2 x 11.00 Newconstruction 282.637 280.441 273.945 274.203 269.445 TCS-9A 45°
F F
CLIENT: CONSULTANT: NAME OF WORK: DRG. NO.: 0385/KJ/RFDPR/TS/JKW/PK-I/VUP-03 R 04
R4 20/06/2022 REV. FINAL DETAILED PROJECT REPORT SAG JVB PUB
R3 05/03/2022 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB K & J Projects Private Limited Consultancy services for Feasibility Study, Detailed Project Report, Survey and Preparation of Land Plan Schedules for SCALE: SHEET: 01 OF 01 DATE: 20/06/22
NATIONAL HIGHWAYS AUTHORITY OF INDIA
R2 10/03/2021 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB Shivam, 16 NIT Layout, Ravinagar, TITLE:
(MINISTRY OF ROAD TRANSPORT & HIGHWAYS)
Widening to Two/Four Lane with Paved Shoulders From KM 0.000 to KM 130.000 of NH-563 on TYPICAL GAD OF VEHICULAR UNDERPASS
R1 22/09/2020 FINAL DETAILED PROJECT REPORT SBR JVB PUB PROJECT IMPLEMENTATION UNIT - WARANGAL Nagpur - 440 033 Maharashtra, India. SPAN -1x20.00x5.50m, @ 2x11.00m WIDTH
R0 29/01/2019 FINAL DETAILED PROJECT REPORT SBR JVB PUB Ph.: (0712) 2556402, Fax: 2556403 Jagtiyal-Karimnagar-Warangal Road in The State of Telangana On EPC Mode. NEW CONSTRUCTION
REV. DATE DETAILS OF REVISION DRAWN CHECKED APPROVED Email: contact@knjprojects.com PK-I :From Km. 00.000 (Ex. Ch.90+500 of NH-63) To Km. 58.866 (Near Ex. Ch. 170+400 (SH-1)(Design Length-58.866 km). TCS-9/9A
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
NOTES AND SPECIFICATIONS
jagtial warangal
A A
SECTIONAL ELEVATION
C warangal C
TYPE OF
SR.NO. SECTION
STRUCTURE & GRADE
D D
ABbREVIATIONS
1 2 3 4 5 6 7 8 9 10 11 7 8
0385/KJ/RFDPR/TS/JKW/PK-I/VUP/04
1 46.460 VUP 1 x 20.00 x 5.50 2 x 11.00 Newconstruction 391.156 388.960 282.389 282.473 277.889 TCS-9A/TCS-1 8°
F F
CLIENT: CONSULTANT: NAME OF WORK: DRG. NO.: 0385/KJ/RFDPR/TS/JKW/PK-I/VUP-04 R 04
R4 20/06/2022 REV. FINAL DETAILED PROJECT REPORT SAG JVB PUB
R3 05/03/2022 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB K & J Projects Private Limited Consultancy services for Feasibility Study, Detailed Project Report, Survey and Preparation of Land Plan Schedules for SCALE: SHEET: 01 OF 01 DATE: 20/06/22
NATIONAL HIGHWAYS AUTHORITY OF INDIA
R2 10/03/2021 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB Shivam, 16 NIT Layout, Ravinagar, TITLE:
(MINISTRY OF ROAD TRANSPORT & HIGHWAYS)
Widening to Two/Four Lane with Paved Shoulders From KM 0.000 to KM 130.000 of NH-563 on TYPICAL GAD OF VEHICULAR UNDERPASS
R1 22/09/2020 FINAL DETAILED PROJECT REPORT SBR JVB PUB PROJECT IMPLEMENTATION UNIT - WARANGAL Nagpur - 440 033 Maharashtra, India.
R0 29/01/2019 FINAL DETAILED PROJECT REPORT SBR JVB PUB Ph.: (0712) 2556402, Fax: 2556403 Jagtiyal-Karimnagar-Warangal Road in The State of Telangana On EPC Mode. SPAN -1x20.00x5.50m, @ 2x11.00m WIDTH
PK-I :From Km. 00.000 (Ex. Ch.90+500 of NH-63) To Km. 58.866 (Near Ex. Ch. 170+400 (SH-1)(Design Length-58.866 km). NEW CONSTRUCTION
REV. DATE DETAILS OF REVISION DRAWN CHECKED APPROVED Email: contact@knjprojects.com
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A A
DETAIL 'A'
C C
SECTION of abutment a1
D D
jagtial
E PLAN E
DETAILS OF ABUTMENT CAP AND
FOOTING FOR 30 M SPAN
Proposal
Design Ground Service Road Foundation
Sr. No. Chainage Type of Span Arrangement Recomandation FRL Soffit Level TCS TYPE Skew
Outer Width (m) Level Level Level
Structure (m)
1 2 3 4 5 6 7 8 9 10 11 7 8
0385/KJ/RFDPR/TS/JKW/PK-I/VUP/05
1 10.590 VUP 1 x 30.00 x 5.50 2 x 11.00 Newconstruction 327.659 324.810 315.610 317.892 311.110 TCS-9A 0°
Abbreviations:
2 30.640 VUP 1 x 30.00 x 5.50 2 x 11.00 Newconstruction 371.188 368.339 363.204 361.360 358.704 TCS-9A 51°
3 31.726 VUP 1 x 30.00 x 5.50 2 x 11.00 Newconstruction 359.689 356.840 350.619 350.984 346.119 TCS-9 6°
4 32.715 VUP 1 x 30.00 x 5.50 2 x 11.00 Newconstruction 350.838 347.989 341.666 342.328 337.166 TCS-9 0°
Newconstruction
5 38.665 VUP 1 x 30.00 x 5.50 2 x 11.00 at Vedira Bypass 322.006 319.157 312.980 313.683 308.480 TCS-9 0°
Newconstruction
6 39.775 VUP 1 x 30.00 x 5.50 2 x 11.00 at Vedira Bypass 312.071 309.222 302.635 303.488 298.135 TCS-9 14°
7 44.177 VUP 1 x 30.00 x 5.50 2 x 11.00 Newconstruction 299.720 296.871 291.489 291.979 286.989 TCS-9A 0°
F DETAIL AT 'A' F
CLIENT: CONSULTANT: NAME OF WORK: DRG. NO.: 0385/KJ/RFDPR/TS/JKW/PK-I/ VUP-05 R 04
R4 20/06/2022 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB
R3 05/03/2022 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB K & J Projects Private Limited Consultancy services for Feasibility Study, Detailed Project Report, Survey and Preparation of Land Plan Schedules for SCALE: SHEET: 01 OF 01 DATE: 20/06/22
NATIONAL HIGHWAYS AUTHORITY OF INDIA
R2 10/03/2021 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB Shivam, 16 NIT Layout, Ravinagar, TITLE:
(MINISTRY OF ROAD TRANSPORT & HIGHWAYS)
Widening to Two/Four Lane with Paved Shoulders From KM 0.000 to KM 130.000 of NH-563 on TYPICAL GAD OF VEHICULAR UNDERPASS
R1 22/09/2020 FINAL DETAILED PROJECT REPORT SBR JVB PUB PROJECT IMPLEMENTATION UNIT - WARANGAL Nagpur - 440 033 Maharashtra, India. SPAN -1 x 30.00 x 5.50m, @ 2 x 11.00m WIDTH
R0 29/01/2019 FINAL DETAILED PROJECT REPORT SBR JVB PUB Ph.: (0712) 2556402, Fax: 2556403 Jagtiyal-Karimnagar-Warangal Road in The State of Telangana On EPC Mode. NEW CONSTRUCTION
REV. DATE DETAILS OF REVISION DRAWN CHECKED APPROVED Email: contact@knjprojects.com PK-I :From Km. 00.000 (Ex. Ch.90+500 of NH-63) To Km. 58.866 (Near Ex. Ch. 170+400 (SH-1)(Design Length-58.866 km). TCS-9/9A
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8
A A
DETAIL 'A'
SECTIONAL ELEVATION
A1 A2
CROSS SECTION OF PIER (A1) AT 30M SPAN
DETAIL 'A'
warangal
C C
SECTION of abutment a1
D jagtial D
E E
DETAILS OF ABUTMENT CAP AND
FOOTING FOR 30 M SPAN
Proposal Service
Design Span Outer Recomandation Ground Foundation
Sr. No. Chainage Type of FRL Soffit Level Road TCS TYPE Skew
Arrangemen Width Level Level
Structure Level
t (m) (m) Abbreviations:
1 2 3 4 5 6 7 8 9 10 11 7 8
0385/KJ/RFDPR/TS/JKW/PK-I/VUP/06
1 58.280 VUP 1 x 30.00 x 5.50 2 x 11.00 Newconstruction 263.071 260.222 255.198 255.149 250.698 TCS-8 0°
F DETAIL AT 'A' F
CLIENT: CONSULTANT: NAME OF WORK: DRG. NO.: 0385/KJ/RFDPR/TS/JKW/PK-I/ VUP-06 R 04
R4 20/06/2022 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB
R3 05/03/2022 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB K & J Projects Private Limited Consultancy services for Feasibility Study, Detailed Project Report, Survey and Preparation of Land Plan Schedules for SCALE: SHEET: 01 OF 01 DATE: 20/06/22
NATIONAL HIGHWAYS AUTHORITY OF INDIA
R2 10/03/2021 REV. FINAL DETAILED PROJECT REPORT SBR JVB PUB Shivam, 16 NIT Layout, Ravinagar, TITLE:
(MINISTRY OF ROAD TRANSPORT & HIGHWAYS)
Widening to Two/Four Lane with Paved Shoulders From KM 0.000 to KM 130.000 of NH-563 on TYPICAL GAD OF VEHICULAR UNDERPASS
R1 22/09/2020 FINAL DETAILED PROJECT REPORT SBR JVB PUB PROJECT IMPLEMENTATION UNIT - WARANGAL Nagpur - 440 033 Maharashtra, India.
R0 29/01/2019 FINAL DETAILED PROJECT REPORT SBR JVB PUB Ph.: (0712) 2556402, Fax: 2556403 Jagtiyal-Karimnagar-Warangal Road in The State of Telangana On EPC Mode. SPAN -1 x 30.00 x 5.50m, @ 2 x 11.00m WIDTH
REV. DATE DETAILS OF REVISION DRAWN CHECKED APPROVED Email: contact@knjprojects.com PK-I :From Km. 00.000 (Ex. Ch.90+500 of NH-63) To Km. 58.866 (Near Ex. Ch. 170+400 (SH-1)(Design Length-58.866 km). NEW CONSTRUCTION
1 2 3 4 5 6 7 8
1 2 3 4 5 6 7 8 9 10 11 12 13
JAGTIAL WARANGAL 1)
2)
A A
3)
4)
5)
6)
B B
A1 P1 A2
SECTIONAL ELEVATION P2
7)
C C
·
·
·
·
·
·
·
D · D
E E
DETAIL AT 'A'
HALF BOTTOM PLAN HALF TOP PLAN
F PLAN F
11
kv
ssing
Lin
ro
Lin e
Line C
e
11kv 33kv
G ne G
33kv Li
Line Line
11kv 11kv
HALF BOTTOM PLAN HALF TOP PLAN
PLAN
0+500
ing
0+600
Line Cross
11kv
0+400
Line
33kv
0+700
11kv Line
33
kv
Lin
v Line
∅
eC
33k ros
H SETOUT DATA sin H
g
HIP CH = 0+528 33
E - 274567.407,N - 2080649.001 kv
D = 22.276
Lin
e N
R = 500.000m NIZ E
Ls = 95.000m AM ine
Ts = 146.075 AB W 11kv L e
AD in
shift = 0.752 S 33kv L
Es = 10.365
>>>
Lc = 99.397m
DESIGN SPEED = 100 km/h
DETAILS OF PIER CAP AND A1 P1
SITE PLAN FOOTING FOR 15 M & 30M SPAN DETAILS OF PIER CAP AND SECTION of abutment a1 & pier P1
33
kv FOOTING FOR 15 M SPAN
Lin
I R4 20/06/2022 REV. FINAL DETAILED PROJECT REPORT JVB PUB
CLIENT: CONSULTANT: NAME OF WORK:
e DRG. NO.: 0385/KJ/RFDPR/TS/JKW/PK-I/ VUP-07 R 04 I
SAG
R3 05/03/2022 REV. FINAL DETAILED PROJECT REPORT SAG JVB PUB K & J Projects Private Limited Consultancy services for Feasibility Study, Detailed Project Report, Survey and Preparation of Land Plan Schedules for SCALE: SHEET: 01 OF 01 DATE: 20/06/22
R2 10/03/2021 REV. FINAL DETAILED PROJECT REPORT SAG JVB PUB NATIONAL HIGHWAYS AUTHORITY OF INDIA Shivam, 16 NIT Layout, Ravinagar,
Widening to Two/Four Lane with Paved Shoulders From KM 0.000 to KM 130.000 of NH-563 on TITLE: GAD OF VEHICULAR UNDERPASS
Project Implementation Unit Raibareli
R1 22/09/2020 FINAL DETAILED PROJECT REPORT SAG JVB PUB Nagpur - 440 033 Maharashtra, India.
784,Vishnu Nagar, Opp. Satyam Hospital,
Jagtiyal-Karimnagar-Warangal Road in The State of Telangana On EPC Mode. AT KM. 0+550
R0 29/01/2019 FINAL DETAILED PROJECT REPORT SAG JVB PUB Raibareli-229001 Ph.: (0712) 2556402, Fax: 2556403
SPAN T:- 1 x 15.00 + 1 x 30.00M + 1 x 15.00M
REV. DATE DETAILS OF REVISION DRAWN CHECKED APPROVED Email: contact@knjprojects.com PK-I :From Km. 00.000 (Ex. Ch.90+500 of NH-63) To Km. 58.866 (Near Ex. Ch. 170+400 (SH-1)(Design Length-58.866 km).
1 2 3 4 5 6 7 8 9 10 11 12 13
1 2 3 4 5 6 7 8 9 10 11 12 13
WARANGAL 1)
2)
A A
3)
4)
5)
6)
B B
P1 SECTIONAL ELEVATION P2
A1
A2
7)
C C
·
·
·
·
·
·
·
D · D
E E
DETAIL AT 'A'
PLAN
SETOUT DATA
HIP CH = 21+239
KM. 21+000
MATCHLINE
E - 282759.559,N - 2062778.681
WARANGAL
D = 14.352
R = 800.000m
JAGTIAL Ls = 50.000m
E
Ts = 125.741
N
shift = 0.130
Es = 6.447
S
Lc = 150.396m
DESIGN SPEED = 100 km/h
W
G 16+000 G
KM STONE
35°
21+200
20+900
21+000
21+100
H H
DA A
LAW U
EM
<V <<
DETAILS OF PIER CAP AND A1 P1
SITE PLAN FOOTING FOR 15 M & 30M SPAN DETAILS OF PIER CAP AND
FOOTING FOR 15 M SPAN SECTION of abutment a1 & pier P1
I R4 20/06/2022 REV. FINAL DETAILED PROJECT REPORT SSG JVB PUB
CLIENT: CONSULTANT: NAME OF WORK: DRG. NO.: 0385/KJ/RFDPR/TS/JKW/PK-I/ VUP-08 R 04 I
R3 05/03/2022 REV. FINAL DETAILED PROJECT REPORT SAG JVB PUB K & J Projects Private Limited Consultancy services for Feasibility Study, Detailed Project Report, Survey and Preparation of Land Plan Schedules for SCALE: SHEET: 01 OF 01 DATE: 20/06/22
R2 10/03/2021 REV. FINAL DETAILED PROJECT REPORT SAG JVB PUB NATIONAL HIGHWAYS AUTHORITY OF INDIA Shivam, 16 NIT Layout, Ravinagar,
Widening to Two/Four Lane with Paved Shoulders From KM 0.000 to KM 130.000 of NH-563 on TITLE:
Project Implementation Unit Raibareli GAD OF VEHICULAR UNDERPASS
R1 22/09/2020 FINAL DETAILED PROJECT REPORT SAG JVB PUB
784,Vishnu Nagar, Opp. Satyam Hospital,
Nagpur - 440 033 Maharashtra, India.
R0 29/01/2019 FINAL DETAILED PROJECT REPORT SAG JVB PUB Raibareli-229001 Ph.: (0712) 2556402, Fax: 2556403 Jagtiyal-Karimnagar-Warangal Road in The State of Telangana On EPC Mode. AT KM. 20.990
PK-I :From Km. 00.000 (Ex. Ch.90+500 of NH-63) To Km. 58.866 (Near Ex. Ch. 170+400 (SH-1)(Design Length-58.866 km). SPAN :- 1 x 15.00 + 1 x 30.00M + 1 x 15.00M
REV. DATE DETAILS OF REVISION DRAWN CHECKED APPROVED Email: contact@knjprojects.com
1 2 3 4 5 6 7 8 9 10 11 12 13
1 2 3 4 5 6 7 8 9 10 11 12 13
WARANGAL 1)
2)
A A
3)
4)
5)
6)
B B
A1 P1 SECTIONAL ELEVATION
P2 A2
7)
C C
·
·
·
·
·
·
·
D · D
E E
DETAIL AT 'A'
F DETAIL AT 'B' F
HALF BOTTOM PLAN HALF TOP PLAN
PLAN
00
+8
. 24 INE
23
WARANGAL
0
+00
KM TCHL
<<<
JAGTIAL
N
G
E
AU
MA
PR
AT BUS S
RA
W
R25
CH HE
V
S
900
G . 23 LTE G
A PUR
+88 R
23+
0
7,5
7,5
5.50 R27
000
5,5
R25
24+
H PR H
7,5
IAL AT BUS S
DIM CH HE
11
K O . 24 LTE
R25
<<< +15 R
0
100
24+
13x25M + 1x30M +
17.290 to NEWCONSTRUCTION AT PROJECT
1 0385/KJ/RFDPR/TS/JKW/PK-I/FLYOVER-01 GAD OF FLYOVER 13x25M
18.055 ROAD START
+2X30M+1X25M
1 2 3 4 5 6 7 8 9 10 11 12 13
A1 P1
A A
SECTIONAL ELEVATION
B B
C C
D D
TOP PLAN
PROW
P9
P7 P8
P5 P6
E
P3 P4 E
P1 P2
F F
SECTIONAL ELEVATION
PROW
G G
H H
TOP PLAN
PR BUS SHELTE
I R4 20/06/2022 REV. FINAL DETAILED PROJECT REPORT SSG JVB PUB
CLIENT: CONSULTANT: NAME OF WORK: DRG. NO.: 0385/KJ/RFDPR/TS/JKW/PK-I/ FLYOVER-01 R 04 I
R3 05/03/2022 REV. FINAL DETAILED PROJECT REPORT SAG JVB PUB K & J Projects Private Limited Consultancy services for Feasibility Study, Detailed Project Report, Survey and Preparation of Land Plan Schedules for SCALE: SHEET: 01 OF 04 DATE: 20/06/22
R2 10/03/2021 REV. FINAL DETAILED PROJECT REPORT SAG JVB PUB NATIONAL HIGHWAYS AUTHORITY OF INDIA Shivam, 16 NIT Layout, Ravinagar,
Widening to Two/Four Lane with Paved Shoulders From KM 0.000 to KM 130.000 of NH-563 on TITLE:
Project Implementation Unit Raibareli
R1 22/09/2020 FINAL DETAILED PROJECT REPORT SAG JVB PUB
784,Vishnu Nagar, Opp. Satyam Hospital,
Nagpur - 440 033 Maharashtra, India. GAD OF FLYOVER
R0 29/01/2019 FINAL DETAILED PROJECT REPORT SAG JVB PUB Raibareli-229001 Ph.: (0712) 2556402, Fax: 2556403 Jagtiyal-Karimnagar-Warangal Road in The State of Telangana On EPC Mode. AT KM. 17+290 TO KM. 18+055
REV. DATE DETAILS OF REVISION DRAWN CHECKED APPROVED Email: contact@knjprojects.com PK-I :From Km. 00.000 (Ex. Ch.90+500 of NH-63) To Km. 58.866 (Near Ex. Ch. 170+400 (SH-1)(Design Length-58.866 km). SPAN :- 13 x 25.00 + 1 x 30.00M + 13x25.00+2x30.00+1 x 25.00M
1 2 3 4 5 6 7 8 9 10 11 12 13
1 2 3 4 5 6 7 8 9 10 11 12 13
A A
SECTIONAL ELEVATION
B B
OW
PR
W
PRO W
PRO
W
PRO
C C
D D
PROW
PRO
W
TOP PLAN PROW
PROW
W
W
PRO PRO
PR BUS SHELTER
W
PRO
P17 P18 P19 P20 P21 P22 P23 P24 P25
E E
F F
SECTIONAL ELEVATION
G G
H H
TOP PLAN
I R4 20/06/2022 REV. FINAL DETAILED PROJECT REPORT SSG JVB PUB
CLIENT: CONSULTANT: NAME OF WORK: DRG. NO.: 0385/KJ/RFDPR/TS/JKW/PK-I/ FLYOVER-01 R 04 I
R3 05/03/2022 REV. FINAL DETAILED PROJECT REPORT SAG JVB PUB K & J Projects Private Limited Consultancy services for Feasibility Study, Detailed Project Report, Survey and Preparation of Land Plan Schedules for SCALE: SHEET: 02 OF 04 DATE: 20/06/22
R2 10/03/2021 REV. FINAL DETAILED PROJECT REPORT SAG JVB PUB NATIONAL HIGHWAYS AUTHORITY OF INDIA Shivam, 16 NIT Layout, Ravinagar,
Widening to Two/Four Lane with Paved Shoulders From KM 0.000 to KM 130.000 of NH-563 on TITLE:
Project Implementation Unit Raibareli
R1 22/09/2020 FINAL DETAILED PROJECT REPORT SAG JVB PUB
784,Vishnu Nagar, Opp. Satyam Hospital,
Nagpur - 440 033 Maharashtra, India. GAD OF FLYOVER
R0 29/01/2019 FINAL DETAILED PROJECT REPORT SAG JVB PUB Raibareli-229001 Ph.: (0712) 2556402, Fax: 2556403 Jagtiyal-Karimnagar-Warangal Road in The State of Telangana On EPC Mode. AT KM. 17+290 TO KM. 18+055
REV. DATE DETAILS OF REVISION DRAWN CHECKED APPROVED Email: contact@knjprojects.com PK-I :From Km. 00.000 (Ex. Ch.90+500 of NH-63) To Km. 58.866 (Near Ex. Ch. 170+400 (SH-1)(Design Length-58.866 km). SPAN :- 13 x 25.00 + 1 x 30.00M + 13x25.00+2x30.00+1 x 25.00M
1 2 3 4 5 6 7 8 9 10 11 12 13
1 2 3 4 5 6 7 8 9 10 11 12 13
A A
SECTIONAL ELEVATION
B B
PROW
C C
D D
TOP PLAN
PROW
E E
SECTIONAL ELEVATION
F F
G G
H H
TOP PLAN
WARANGAL
JAGTIAL
PROW
PROW
E
N
PROW
KM . 1 8 + 0 0 0
MUTHYAMPET >>>
MATCHLINE
PROW
S
A A
W
PROW
PROW
X-JUNCTION DEVELOPMENT
PROW
W
ssing
PRO
AT CH.17+630
PR BUS SHELTER
LT Line Cro
DLrTaLinine
AT CH. 17+100PROW PROW PROW PROW Ex. DI Water W Existing DI(K-9) Water Existing DI(K-9) Water
PROW PROW PROW PROW PROW PROW
Ex. DI Water Pipeline(250mmØ) OW O
PROW PROW PROW Pipeline(250mmØ) PR PR Pipeline( 350mmØ) Pipeline( 350mmØ) DI
PROW DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI
DI DI DI DI DI DI DI DI DI DI
LT Line
DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI
11+LT Line
DI DI DI DI DI DI DI DI DI DI DI DI DI DI
11+LT Line
ng
DI
11+LT Line
STC
DI
LT Line
DI DI
STC
DI
LT Line LT Line LT Line
DI
ssi
33kv Line
LT Line Crossing
Crossing
g
ro
g
LT Line Crossin
ing
rossing
sin
eC
os
Cross
DI
Lin
STC
STC
Cr
kv
e
LT Line C
in
11
e
vL
STC
STC
B B
DI
LT Lin
1k 11+LT Line
STC
11kv Line 11kv Line 1
18+000
STC
DI
PROW
17+900
17+300
17+400
17+500
17+600
17+700
17+800
W
LT Line 11+LT Line
17+200 PR BUS SHELTER 11+LT Line
O
PR KM
DI
STONE
W
PROW PROW PR
PRO
DI
PROW
Crossing(63mmØ)
STC
Nala
DI
W
KM STONE
PRO
PROW
DI
KON
DI
KONDAGATTU VILLAGE
PROW
KONDAGATTU VILLAGE Ex Ch. 34/571 to 35/800
D AGA
Ex Ch. 34/571 to 35/800
W
TTU
PRO
W
C C
PRO
>>
W
>
PRO
W
PRO
E
KM. 18+000
MATCHLINE
N
S
S
PROW
PROW
W
PROW DI
PROW
DI
Water
DI(K-9)
DI
Pipeline
( PROW DI
(DI 350)
ng
ROWP
DI
r Pipeline
ssi
ing Wate PROW
DI
Exist
Nala
DI
ro
PROW DI
eC
PROW DI
g
PROW
Crossin
Lin
DI
D PROW
PROW DI
D
STC
kv
DI
PROW
11
PROW DI
LT Line
PROW DI
DI
DI
g
Crossin
DI
DI
DI DI DI
DI
PROW B B
PROW
DI DI
DI DI
DI
DI
PROW
LT Line
DI
DI DI DI
11+LT Line
LT Line PROW CUM DRAIN SERVICE ROAD SERVICE ROAD CUM DRAIN
LT Line PROW
PROW PAVER BLOCK B B PAVER BLOCK
STC
PROW
PROW
18+100
e PROW
11+LT Lin PROW
STC
PROW
PROW
E E
Nala
F F
1)
2)
SECTION A-A SECTION A-A
FOOTPATH FOOTPATH
CUM DRAIN SERVICE ROAD SERVICE ROAD CUM DRAIN
3)
PAVER BLOCK PAVER BLOCK
4)
G G
DETAILS OF FOOTING AND PIER CAP 5)
DETAILS OF FOOTING AND PIER CAP SECTION B-B
SECTION B-B
6)
7)
8)
CROSS SECTION OF ABUTMENT (A1) AT 24M SPAN
9)
H H
10)
·
·
·
·
·
·
·
·
·
DETAIL AT 'A' DETAIL AT 'B' ·
PLAN OF ABUTMENT (A1) AT 24M SPAN ·
PROPOSED CONSTRUCTION OF
4-LANE ROB AND SUBWAY (7.5mX3.5m)
IN LIEU OF L.C. NO.29T AT Km 57/408
3 0385/KJ/RFDPR/TS/JKW/PK-I/LHS 29+270 7.50X3.50M NEWCONSTRUCTION
BETWEEN PODUR-GANGADHARA
STATIONS ON JAGTIAL-PEDDAPALLI
SECTION AT NH. Km 29+271 OF NH. 563
PROPOSED CONSTRUCTION OF 4
LANE ROB AT RAILWAY KM. 43/254
LHS - 1x24 + 1x36.00 + 1x44.50 + 2 x
BETWEEN KOTHAPALLI &
36.00 + 1x24.00
KARIMNAGAR RAILWAY STATIONS ON
4 0385/KJ/RFDPR/TS/JKW/PK-I/45+235 45+235 RHS - 1x24 + 1x36.00 + 1x44.50 + 2 x NEWCONSTRUCTION
PEDDAPALLI - NIZAMABAD SECTION
36.00 + 1x24.00
OF SECUNDERABAD DIVISION AT
KARIMNAGAR BYPASS ON NH. Km
45+300 OF NH-563.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
WARANGAL
JAGTIAL
A A
RE WALL DETAIL-'C' RE WALL
DETAIL-'B'
DETAIL-'A'
A1 P1 P2 P3
P4 A2
7860 294.582 302.933 315.679
301.083 315.686
302.470 315.687
302.028 315.687
302.035 315.687
302.238 315.687
303.609 315.687
305.216 315.687
303.465 315.687
303.255 315.687
303.119 315.687
303.114 315.687
303.126 315.687
303.130 315.687
B FOUNDATION LEVEL B
®
294.326
294.035
295.126
293.100
GROUND LEVEL
8000
7880
7910
7915
7920
7925
7930
7935
7940
7945
7950
7955
7960
7900
CHAINAGE
TOWARDS
JAGTIAL
CROSS SECTION OF PIER (P2) AT 44.5m SPAN
JAGTIAL WARANGAL
A1 P1 P2 P4 A2
P3
C C
BH-1 BH-2
SECTION OF STEEL
GIRDER 44.5m SPAN
D D
NIZAMABAD
HALF BOTTOM PLAN HALF TOP PLAN
TOWARDS
RAILWAY BOUNDARY
RAILWAY BOUNDARY
DETAILS OF ABUTMENT CAP (A1)
DETAILS AT 'A' AND OPEN FOUNDATION DETAILS OF PIER CAP (P2)
AND OPEN FOUNDATION
SECTION OF PSC-I
GIRDER 24m SPAN
STONE
KM
DETAILS AT-C
RE WALL TO BE
CONTINUED
UP TO VUP
LOCATION
WARANGAL
TOWARDS
JAGTIAL
LOCATION 7+088
JAGTIAL
306.540RE WALL TO BE
EXISTING ROAD LEVEL GRADIENT 1:50 GRADIENT 1:50 EXISTING ROAD LEVEL
2.000% -2.000%
-0.421%
-0.068%
0.287%
315.531
314.131
305.621
306.300
306.422
313.642
315.012
315.642
315.612
313.812
304.912
306.300
306.300
306.300
306.300
306.300
306.300
306.300
306.300
306.304
306.343
307.137
307.734
308.093
308.487
308.887
309.287
309.687
310.087
310.487
310.887
311.287
311.687
312.087
312.487
312.887
314.553
314.797
315.197
315.353
315.687
315.687
315.687
315.687
315.687
315.687
315.686
315.664
313.464
313.086
312.687
312.287
311.887
311.487
311.087
310.687
310.287
309.887
309.487
309.087
308.687
308.287
307.887
307.487
307.087
306.687
306.287
305.887
305.516
304.883
305.080
306.020
306.500
307.000
307.500
307.996
308.910
309.324
306.898
307.415
313.279
313.975
314.279
315.479
315.575
315.679
315.419
315.279
315.108
314.908
314.679
314.419
305.229
305.028
304.939
305.308
308.468
309.709
310.065
PROPOSED ROAD LEVEL ST
C
301.053
302.305
302.635
301.633
302.655
302.903
302.953
302.945
302.933
302.005
303.255
301.083
301.355
300.745
301.505
301.765
302.585
302.202
301.142
301.522
301.722
301.901
301.822
303.091
303.252
298.603
299.113
298.923
300.952
304.661
304.882
304.862
302.279
302.119
301.369
302.387
302.167
302.179
301.857
301.167
301.159
300.699
298.772
298.602
299.081
300.607
302.849
303.149
304.277
301.458
302.938
303.098
303.038
302.238
299.389
298.597
299.447
303.748
304.748
304.518
302.351
301.936
301.286
302.216
302.306
301.356
300.976
298.588
299.618
300.066
303.406
304.836
302.030
302.030
302.140
301.950
302.470
301.580
302.470
303.130
300.810
299.526
299.296
301.310
302.540
304.880
301.764
301.424
302.334
302.754
303.144
301.224
299.070
298.730
299.020
301.544
302.494
304.864
298.874
298.894
299.424
EXISTING ROAD LEVEL
6388.482
8265.000
8623.600
8833.600
8890.000
7170.650
7370.650
7605.000
7875.000
7995.000
-0.000% K:100.000 2.000% K:135.000 0.000% K:135.000 K:135.000 -2.000% K:46.667 2.500% K:138.960
VERTICAL SCHEMATIC LVC:200.00 LVC:270.00 LVC:270.00 LVC:270.00 LVC:210.00 LVC:500.00
A1 P1 P2
D: 40.0464
STRAIGHT L =1393.294 STRAIGHT L =1393.294 D: 30.4163 STC
P3 P4 A2
HORIZONTAL ALIGNMENT Ls: 115.000 R: 400.000 Ls: 115.000 Ls: 95.000
L: 279.577 R: 500.000 PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW
L: 265.433 PROW PROW PROW
7480 BNC7+482.69
8800 ENC8+800.99
PROW PROW
BFS7+047.04
EFS7+326.62
BFS8+929.92
PROW PROW PROW PROW PROW
7440 LC7+441.62
LC8+834.92
-7.000%
-7.000%
-2.500%
-2.500%
-2.500%
-2.500%
-2.500%
-2.500%
-7.000%
0.000%
0.000%
7.000%
7.000%
7.000%
SUPERELEVATION
8000
8020
8040
8060
8080
8100
8120
8140
8160
8180
8200
8220
8240
8260
8280
8300
8320
8340
8360
8380
8400
8420
8440
8460
8480
8500
8520
8540
8560
8580
8600
8620
8640
8660
8680
8700
8720
8740
8760
8780
8820
8840
8860
8880
8900
8920
8940
8960
8980
9000
7020
7040
7060
7080
7100
7120
7140
7160
7180
7200
7220
7240
7260
7280
7300
7320
7340
7360
7380
7400
7420
7460
7500
7520
7540
7560
7580
7600
7620
7640
7660
7680
7700
7720
7740
7760
7780
7800
7820
7840
7860
7880
7900
7920
7940
7960
7980
7000
CHAINAGE
JAGTIAL WARANGAL
F F
LT L
ine
JAGTIAL
Cro
KM STONE
WARANGAL
TOWARDS JAGTIAL
79+090
ssin
8+000
7+900
g
PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW
STC PROW PROW PROW PROW PROW PROW PROW PROW
STONE
KM
KM STONE
78+080
G PROW
PROW PROW PROW A1 P1 P2 P3 P4 A2 G
PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW
RAILWAY BOUNDARY
RAILWAY BOUNDARY
NIZAMABAD
BH-1 BH-2
7+400
7+500
7+600
7+700
7+800
8+100
8+200
8+300
8+400
8+500
TOWARDS
PROW
PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW
KEY PLAN
7+900
PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW
KM STONE
78+080
TOWARDS NIZAMABAD
H DRM CBE H
D
C
H
G
R0
R1
R2
R3
R4
REV
DATE
10/03/2021
29/01/2019
22/09/2020
22/02/2022
20/06/2022
7980 293.095 301.167 315.687
306.540
7240
P4
1
1
JAGTIAL
DETAILS OF REVISION
JAGTIAL
A2
293.100
UP TO BRIDGE LOCATION 7+088
8360 299.424 311.087
2
2
DRAWN
S.B. Rangari
S.B. Rangari
S.B. Rangari
S.B. Rangari
S.B. Rangari
RE WALL
8020 301.224 315.664
CHECKED
J.V. Bhilawe
J.V. Bhilawe
J.V. Bhilawe
J.V. Bhilawe
J.V. Bhilawe
7280 302.140 306.898
CHAINAGE
S.B.Mane
S.B.Mane
S.B.Mane
S.B.Mane
S.B.Mane
REVIEWED
SUPERELEVATION
7660
PROPOSED ROAD LEVEL
HORIZONTAL ALIGNMENT
CLIENT
7000 6388.482 302.351 306.300
3
3
4
4
CONSULTANT
Ls: 115.000
5
5
-2.500%
7480 BNC7+482.69 302.470 310.487
-2.500%
2.000%
Email: contact@knjprojects.com
7620 302.306 313.279
6
6
STRAIGHT L =1393.294
LVC:270.00
PROPOSED ROAD LEVEL
NAME OF WORK
7780 303.252 315.353
7
7
8
8
8180
EXISTING ROAD LEVEL
STRAIGHT L =1393.294
-2.000%
RE WALL
Telangana On EPC Mode. Package -I:From Km 0.000 (Ex. Km 90/500 on NH-63) To Km 58.866 (Near Ex. Ch. 170+400 (SH-1)
11
11
DETAIL-'B'
294.326
8780 303.149 305.308
-2.500%
8800 ENC8+800.99 303.406 305.621
8260 298.597 313.086 -2.500% RE WALL
7520 301.857 311.287 CONTINU
8820 303.748 306.020 UP TO VU
0.000%
LOCATIO
LC8+834.92
8840 8833.600 304.277 306.500
-2.500%
BFS8+929.92
8940 -7.000% 304.882 308.910
SPONSORING AUTHORITY
DETAIL-'A'
298.874 312.287
DEN /
8300
7560 301.458 312.087
13
13
Sr. DOM /
JE / Drg. /
SSE / Drg. /
303.465 315.687
Sr. DSTE / M /
7935
Sr. DEE / TRD /
Sr. DEN / Co-ord /
P3
295.126
CBE
14
14
SSE/DESIGN
DY. CE/Br. D.
9.
15
15
TITLE:
SCALE
·
·
·
·
·
·
·
·
·
·
·
·
·
GENERAL NOTES
16
nf{k.k e/; jsYos] fldanjkckn
@
ij 4 ysu mijh iqy ¼ ROB½ fuekZ.k izLRkko gsRkq-
R
GENERAL ARRANGEMENT DRAWING
02
D
C
A
H
G
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
JAGTIAL WARANGAL
SECTION OF PSC-I
GIRDER 24m SPAN
SECTION OF T-BEAM
SECTIONAL ELEVATION AT LEFT HAND SIDE GIRDER 18m SPAN
A2
A1 P1 P2 P3 P4
357.992 355.142 368.011
358.111
357.983
358.675
358.645
358.430
DETAILS OF ABUTMENT CAP (A1)
AND OPEN FOUNDATION
350.745
350.920
350.827
351.581
B DETAILS OF PIER CAP (P2)
DETAILS OF ABUTMENT CAP (P1)
B
29180
29200
29240
29250
29255
29260
29265
29270
29275
29280
29300
29320
29340
AND OPEN FOUNDATION SECTION OF STEEL GIRDER
CROSS SECTION OF PIER (P3) AT 36m SPAN SECTION OF LIMITED HEIGHT SUBWAY CROSS SECTION OF ABUTMENT (A1) AT 24.0m SPAN AND OPEN FOUNDATION 36m SPAN
KARIM ARDS
NAGAR
PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW
JAGTIAL WARANGAL
TOW
A1 P1 P2 P3 P4 A2
C C
B H-1 B H-2
29+300
DETAILS AT-C
b d
29+200
D CROSS SECTION OF PIER (P4) AT 18m SPAN CROSS SECTION OF PIER (P4) AT 18m SPAN D
a/150 c
PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW
AD
STC
a
NIZA RDS
MAB
A
TOW
359.841 361.092
356.131 367.863
354.761 368.045
357.031 368.045
372.000 368.911
28560 353.920
28760 354.676
29140 357.250
29340 359.323
29420 359.527
E E
30000
®
PROFILE OF ROB AT CH. 29+270
E
e
Lin v
N
1 k
AR
1
v
>>> 11k e
L i n
AG
S
TN.
IMN
S
W
LY.
BE USED AS DIVERSION
KAR
AR
TO
New Const
ruct
EXISTING P ion
GAD
TA
T OU T DA 11 7.128 ROPOSED
SE = 29+0 - 2 0 5641 -
H Limited He n
HIP C 010.778,N tructio POSED
GAN
0
7 - ight Subwa o n s
E - 28 .830 29.270 y c
NE
7 -
D = 4 0.000m IN u
EXIST Box C
0
0 Span -7.50
R = 4 5.000m x 3.50 11kv
+
I
9
11 29.64 x 2.00 m
L
Ls = 53 Line -
29
235.4 Newconstruc -1
H
AL
shift = .073 EXISTING ction
C
PROPOSED Newconstru
SP
39 -
PROPOSED
.
Es = km/h GATE
T
8m -
G
M
18.91 ED = 100
2 Box Culvert EXISTING
A
AN
Lc PE PROW
GATE W
DESI
GN S PROW
PROW PROW - LVUP PRO
K
29.400
M
e
Lin PROW PROW ROOM - W
29.555 PRO
AR
PROW
PROW PROW -
.00 x 4.0 m
v
11kv
1k Span -1 x 2.0
AGA S
SED
Line
-
R
KAR OWARD
PROW
n 1 PROW x 1 2 PROW
tio PO -1
PROW
0m 0m n
Lin kv
S pa
IMN
W
PROW
c
T
PROW
P2
PROW
11
0
e
t r u O 4 .
PROW
-
s PR P
PROW
0x PROW
P3
W
con G PRO P4
PROW
w V U
L 950 x 12 . 0 W P2
PROW
PROW PROW
Ne STIN PRO
PROW
PROW
28. n -1
PROW
PROW PROW
EX I PRO
W B H-1 PROW PROW
S p a PROW PROW PROW PROW
PROW PROW PROW PROW
W
- PRO B H-2
29+100
G - PRO
W
G
rt
0
29+200
PROW
PROW PROW PROW
- PROW
PROW PROW
b W
a PRO
0
PROW
St
W PROW PROW
PRO d
29+7
PROW
PROW a/150 PROW PROW
ss
a PROW
29+300
W PROW PROW
PROW
00
O
L
AD
Crossing
PR
PROW
a
AM S
c
A
NIZ ARD
AB
PROW
I
PROW
PROW
T yp 60
TOW
PROW
G PROW
29+0
W PROW
JA
W PRO PROW
RO
B
29+400
P PROW
PROW
29+600
a 4+1 00
PROW
11kv
W ng
Line
PRO PROW BH 2
PROW si
11kv Line
r PROW
os PROW
ha .-2 8+8
PROW r
29+500
PRO
W PROW
eC PROW
PROW PROW
PROW PROW BH 1
d Lin
PROW PROW
PROW PROW PROW
ga . Ch .- 2
W kv
PRO 11 BORE DATA
n h
Ga t. Ex r. C
OW
v L sing
PR
ine
11 ros
BAD
v
11k e
A t. P OW
C
k
PR
i n
90
L
A OW
MA
PR
8 +
IZA
2
g OW
ssin PR
ATA 7 7.24
4
Cro T D 9 6 43
ine OU 8+9 205
N
D vL OW SET CH = 2 02,N -
11k PR HEAD QUARTERS APPROVAL
n OSE ert .0 DIVISIONAL APPROVAL
TO
o HIP 87013
i
0m
2
u ct OP ulv 0 O W
11kv E - 3
47.8 0m
0
R
tr P x 0 x 2 C . PR
Line D = 00.00 0m
o ns Bo .75 -1
4
R = 115.00 3
H c G OW = .45 H
e w IN
T 28 an PR Ls
= 235 78
DRM CBE
N IS Sp 1kv Ts = 1.3
t /h
E X 1 e OW OW shif 39.073 m 0 0 km
in PR 8 1
- L PR Es = 218.91 EED = GENERAL ARRANGEMENT DRAWING
0
- Lc = IGN SP
0
O
- PR PR
8+
L i n
SOUTH CENTRAL RAILWAY, SECUNDERABAD
2
OW OW
PR PR
Sr. DOM / AXEN / ROB
OW RO
W
PR P jk"Vªh; jktekxZ la[;k ‡ˆ… ds txfrvky&isMkiYyh[kaM
kv PR
OW ds fdeh 29$270 es jsYos dkWzlhax la[;k 29 Vh
11 ine Sr. DEE / TRD / SSE/ROB
L SITE PLAN ¼jsYos psust 57$408½
OW
PR ij 4 ysu mijh iqy ¼ ROB½ fuekZ.k izLRkko gsRkq-
O W
PR Sr. DSTE / M / JE/DESIGN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
I
F
E
B
A
D
C
H
G
R0
R1
R2
R3
R4
REV
DATE
10/03/2021
29/01/2019
22/09/2020
22/02/2022
20/06/2022
359.606 356.364 368.045
29020 357.059 358.480 366.712
28660 353.540 359.366 359.645
1
1
DETAILS OF REVISION
JAGTIAL
353.951 359.467 359.828
28700 354.053 359.568 360.064
2
2
DRAWN
S.B. Rangari
S.B. Rangari
S.B. Rangari
S.B. Rangari
S.B. Rangari
354.053 359.568 360.064 28760 354.676 359.841 361.092
CH. 28+745
CHECKED
RE WALL START
J.V. Bhilawe
J.V. Bhilawe
J.V. Bhilawe
J.V. Bhilawe
J.V. Bhilawe
359.450 357.698 368.045 28780 355.345 359.880 361.541
29060 357.143 357.899 367.214
S.B.Mane
S.B.Mane
S.B.Mane
S.B.Mane
S.B.Mane
REVIEWED
28800 354.643 359.884 362.035
JAGTIAL
CLIENT
28820 355.194 359.854 362.535
353.555 359.669 360.353
3
3
4
4
CONSULTANT
5
5
Email: contact@knjprojects.com
Ph: (0712)2556402, Fax: 2556403
Shivam 16 NIT Layout, Ravinagar,
354.643 359.884 362.035 29080 357.201 357.533 367.420
6
6
NAME OF WORK
29140 357.250 356.131 367.863
355.194 359.854 362.535
7
7
350.745
29220 358.218 354.524 368.045
P1
A1
8
8
DETAIL-'B'
29250 358.111
29270 358.645
29460 359.631 358.366 368.045
357.034 359.277 364.945
29275 358.430
Two/Four Lane with Paved Shoulders From KM 0.000 to KM 130.000 of NH-563 on Jagtial-Karimnagar-Warangal Road in The State of
11
11
350.827
29560 360.635 361.703 368.045
P4
351.581
DEN /
Sr. DOM /
JE / Drg. /
14
14
WARANGAL
SSE/ROB
RE WALL END
JE/DESIGN
AXEN / ROB
DY. CE/Br. D.
15
15
TITLE:
SCALE
·
·
·
·
·
·
·
·
·
·
·
·
·
ID :
16
16
IN LIEU OF LC. NO. 29 WITH A SPAN OF 1X37.280m (C/C OF EXP. JOINT) AND LHS
PROPOSED CONSTRUCTION OF 4 LANE ROB WITH LHS AT RAILWAY KM. 57/ 408
DATE : 20/6/2022 I
E
B
D
C
A
H
G
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
A A
STN.
RLY.
HARA
GAD
B B
GAN
PROPOSAL
JAGTIAL KARIMNAGAR
AR
EXISTING PROPOSED
G
BOX CULVERT
RIMNA
29.443
Span 1x2.00m
A
RDS K
SP
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
TOWA
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW PROW
PROW PROW PROW
PROW PROW PROW
PROW PROW PROW PROW
PROW PROW PROW PROW
PROW PROW PROW PROW PROW
PROW PROW PROW PROW PROW PROW
PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW
PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW
PROW PROW PROW PROW PROW PROW PROW PROW PROW
PROW PROW PROW PROW PROW PROW
PROW PROW PROW PROW PROW
PROW PROW PROW PROW
PROW PROW PROW
PROW PROW PROW
PROW PROW PROW
PROW PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
C C
PROW
PROW
PROW
PROW
PROW
29+500
29+300
29+400
29+200
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
D D
PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW PROW
PROW PROW PROW
PROW PROW PROW
PROW PROW PROW
PROW PROW PROW PROW
PROW PROW PROW PROW PROW
PROW PROW PROW PROW PROW PROW
PROW PROW PROW PROW PROW PROW PROW PROW PROW
PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW
PROW PROW PROW PROW PROW PROW PROW PROW PROW
PROW PROW PROW PROW PROW
29+100
DETAILS OF RCC
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
DRAIN
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
BAD
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
IZAMA
PROW
PROW
PROW
RDS N
TOWA
DETAILS OF CROSS DRAIN
F F
e
PROFILE OF PROPOSED DRAIN
Lin v
11k
v
11k e
>>>
GAR
Lin
.
A
STN
IMN
JAGTIAL KARIMNAGAR
.
RLY
AR
SK
Line
A
11kv
HAR
ARD
New Constr
uction
GAD
EXISTING PR
TOW
- OPOSED
Limited He ction SED
GAN
onstru
CHLI 0
- ight Subway
G 29.270 Newc G PROP lvert
O
G
NE
0
- IN u
EXIST Box C
29+0
Span -7.50
x 3.50 11kv 9
29.64 x 2.00 m
Line Newconstruc
tion
-
Span
-1 P ROW
-
EXISTING ction
PROPOSED Newconstru
SP
- W
KM.
PROPOSED PRO
T
-
Box Culvert EXISTING
A
PROW
e
Lin PROW -
- 29.555
.00 x 4.0 m
kv PROW
11kv
D
Line
-
R
KARIM WARD
ion POSE
11
m PROW Span -1 x 12
Lin kv
m
uct PROW
TO
.00
P2
11
e
str PRO P -
x4
PROW
PROW
P3
o n 0
PROW
c U . 0
P4
PROW
w
Ne STING LV 950 x 12 PROW
P2
- W
PRO
PROW
rt PROW PROW
00
29+200
- PROW b W
a PROW PRO
St PROW
d
29+7
a/150
PROW
ss OW
a
PROW
29+300
PROW
00
PR W
D
a Crossing
BA
NIZA ARDS
c
PRO
PROW
MA
p
TOW
PROW
PROW
By 160 0
29+0
PROW
29+400
29+600
PROW
11kv
PRO
ng
a PROW
Line
r + 0 ssi
11kv Line
PROW
ha .-24 8+8 PROW
ro
29+500
PROW C
d W
PROW
PROW PROW ine L
a h 2 PRO
kv
DIVISIONAL APPROVAL HEAD QUARTERS APPROVAL
ng . C h.-
11
Ga t. Ex r. C
Lin g
kv sin
e
11 ros
OW
v
11k e
A t. P
C
Lin PR
90
A DRM
H
+
CBE
28
sin
g O W
ros PR (ANAND BHATIA ) (K. RAMAKRISHNA )
in eC
vL
n SE t
D 11k GENERAL ARRANGEMENT DRAWING
io O er
ct OP ulv 0m W 11kv Sr. DEN / Co-ord /SC
t P x 0 x 2.0
r u R C RO Line DY. CE/Br. D.
o
wc ING
ns B o 75 1
. -
P (B. KRISHNA REDDY) ( C. NAGARAJU ) nf{k.k e/; jsYos] fldanjkckn] fMfotu
AD
28 an
Ne IST Sp 1kv
MAB
EX 1 e
Lin OW SOUTH CENTRAL RAILWAY, SECUNDERABAD, DIVISION
- PR Sr. DOM / SC
NIZA
00
- W v
AXEN / ROB
O 11k e
E
+8
ARD
W
N
RO
P
jsYos [kaM ds i¨nwj & xaxknjk LVs'ku ds Ckhp jsYos fd-eh- 57/408
TOW
SSE/DESIGN
PR (A. SURESH) (P. TARUN ) ¼jksM fd-eh- 29+270½ jsYos ysoy dkWzlhax la[;k 29
OW
W
kv
11 ine
L PR ij izLRkkfor 4 ysu Åijh lMd iqy ¼ ROB½ fuekZ.k izLRkko gsRkq-
OW
PR
P RO
W SITE PLAN SECTION OF LIMITED HEIGHT SUBWAY Sr. DSTE / SC
(C. VENKATA RAJU)
JE/ROB (S. SAJID)
PR
70
NATIONAL HIGHWAYS AUTHORITY OF INDIA Shivam 16 NIT Layout, Ravinagar, SR.DEN/N /SC/ PROJECT ID : SCRSC 0038
R4 20/06/2022 REV. FINAL DETAILED PROJECT REPORT S.B. Rangari J.V. Bhilawe S.B.Mane
(MINISTRY OF ROAD TRANSPORT & HIGHWAYS)
Two/Four Lane with Paved Shoulders From KM 0.000 to KM 130.000 of NH-563 on Jagtial-Karimnagar-Warangal Road in The State of (B.RAMA RAO) PROPOSED CONSTRUCTION OF 4 LANE ROB WITH LHS AT RAILWAY KM. 57/ 408
R3 22/02/2022 REV. FINAL DETAILED PROJECT REPORT S.B. Rangari J.V. Bhilawe S.B.Mane Nagpur -440033, Maharashtra, India. IN LIEU OF LC. NO. 29 WITH A SPAN OF 1x37.280m (C/C OF EXP. JOINT) AND LHS
R2 10/03/2021 REV. FINAL DETAILED PROJECT REPORT S.B. Rangari J.V. Bhilawe S.B.Mane
PROJECT IMPLEMENTATION UNIT - WARANGAL
Ph: (0712)2556402, Fax: 2556403
Telangana On EPC Mode. Package -I:From Km 0.000 (Ex. Km 90/500 on NH-63) To Km 58.866 (Near Ex. Ch. 170+400 (SH-1) OF SIZE (7.5mX3.5m) AT AT RAILWAY Km. 57/427 BETWEEN PODUR -
SSE / Drg. / SC GANGADHARA STATIONS ON NIZAMABAD - PEDDAPALLI SECTION AT
REV DATE DETAILS OF REVISION DRAWN CHECKED REVIEWED Email: contact@knjprojects.com Design Length - 58.866 Km. (G.MURLI KRISHNA) JAGTIAL - KARIMNAGAR - WARANGAL ROAD ON NH. Km 29+270 OF NH-563.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
A A
RE WALL DETAIL-'B' RE WALL
DETAIL C
DETAIL A
A2
P3 P4
P1 P2 P5
A1
DETAILS AT-A ®
B B
TO KOTHAPALLI
A1 P1 P2 A2
P3 P4 P5
DETAILS AT-B
C C
E
P
D DETAILS AT C D
45+400
45+200
45+300
R
TO KARIMNAGA
HALF BOTTOM PLAN HALF TOP PLAN
RE WAL TO BE CONTINUED
A1 P1 P2 P3 P4 P5 A2
SECTION OF STEEL
LVUP 44+700 GIRDER 36.0m SPAN
LVUP 45+740
12.00 X4.00
12.00 X4.00
F F
7
Spa 00
D >
n -1
PR x1
OW 2.0
ROA
0x
PR 4.0 ST
C
0m
STONE
KM
OW ST
C
DETAILS OF FOUNDATION
KM STO
AGE
043+400
PR
OW
ST
C
AND PIER CAP
VILL
PIER -P4
G BH 1 a2 BH 2 a1 G
PROW
PR
11kv
ST
OW C
BORE DATA
Line
PRO
W
DETAILS OF FOUNDATION
AND PIER CAP DETAILS OF FOUNDATION
PRO
ST
C
ST
C
E ROAD
11k
PR PROW
OW PROW >>> GIRDER 44.5m SPAN
Line
v Lin
Newco
JAGTIAL ns
EXISTIN truction
e
PR
OW ST
C
G PR Newconstruction
PRO ST
- OPOS
Box Cu ED
C ST
C
W
EXISTING PROPOSED
NE
<<< KORA
PRO -
00
W lv
PRO
W PRO
W - 44.930 ert - ROB Newconstruction
45.235 Newconstruction
4
MATCHLI
-
KM. 45+0
Span -1
TO PEDDAPALLI
KM STON
EXISTING PROPOSED
043+300
PRO PRO
24.0m
Span -1x24.0+1x36.0+1x44.50+2 x36.0 +1x
4
W W x 2.00 m -
ST
EXISTING PROPOSED
+
Box Culvert
C
PRO -
LT Line C
PRO W
70
PROW
-
TPALLI
PROW
LT Line Crossing
PRO -
0
W
PROW
- Span -1 x 6.00 m 45.740
rossing
E
PROW
PRO
W PROW
ST
C - Span -1 x 12.00 x 4.0 m
11kv Line Cros
STONE
KM
l
PROW
Cana
LT Li
PRO
PRO PROW ne
W PROW
44+8
W
PROW PROW PROW PROW PROW PROW PROW
PRO PROW PROW PROW PROW PROW PROW PROW PROW PROW
W PROW PROW PROW PROW A2 PROW PROW PROW
P3 PROW PROW P4PROW P5 ST
PROW
sing
W
LT Lin
LT
H PROW DRM CBE H
0
LT Line
Lin
Line
0
eC
(ANAND BHATIA )
e Cro
PROW
ST
C
11kv
Cros
ro
Crossin
ssi
PROW
ssing
n
Line
ST
sing
g
11kv
PROW
44+90
g
PROW
Cros
ST ST
C C
PROW
sing
PROW
45+700
45+600
45+500
45+000
PROW
45+400
sing
0
45+300
45+800
PROW PROW PROW PROW PROW PROW PROW PROW
45+200
PROW
PROW PROW PROW PROW PROW PROW
SOUTH CENTRAL RAILWAY, SECUNDERABAD
45+100
PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW
PROW PROW PROW PROW PROW PROW PROW PROW PROW
PROW PROW PROW PROW PROW PROW
PROW PROW PROW PROW R1 Sr. DOM / SC AXEN / ROB
R1
0
2
(N.MANOJ)
R
KPROOWKER
TO KARIMNAGA
PROW
Sr. DEE / TRD / SC SSE/ROB
(A. SURESH) ds fdeh 45@235 es ¼jsYos psust 43@0200 L¨ 43@0300½
AKUN
ij ysu Åijh iqy ¼ ROB½ fuekZ.k izLRkko gsRkq-
STONE
KM
KM STONE
043+200
TA >>
Railway Boundary
>
Railway Bou
11kv Line
RE WALL TO BE
GENERAL NOTES
JAGTIAL KARIMNAGAR
CONTINUED
A A
LVUP 44+700
12.00 X4.00
PROFILE OF ROB AT CH 45+300
B 9.
B
JAGTIAL
KARIMNAGAR
A2
P3 P4
P1 P2 P5
A1
D D
·
·
·
·
·
·
·
·
·
·
·
JAGTIAL
KARIMNAGAR
E E
LVUP 45+740
12.00 X4.00
F F
JAGTIAL
G
KARIMNAGAR G
RE WALL TO BE CONTINUED
H DRM CBE H
(ANAND BHATIA )
GENERAL ARRANGEMENT DRAWING
Sr. DEN / Co-ord /SC DY. CE/Br. D.
(B. KRISHNA REDDY)
nf{k.k e/; jsYos] fldanjkckn
SOUTH CENTRAL RAILWAY, SECUNDERABAD
Sr. DOM / SC AXEN / ROB
(N.MANOJ)
jk"Vªh; jktekxZ la[;k 563 ds isMkiYyh & futkekckn [kaM
Sr. DEE / TRD / SC SSE/ROB
(A. SURESH) ds fdeh 45@235 es ¼jsYos psust 43@0200 L¨ 43@0300½
ij ysu Åijh iqy ¼ ROB½ fuekZ.k izLRkko gsRkq-
Sr. DSTE / SC SSE/DESIGN
(C. VENKATA RAJU)