Document 985890

Transcription

Document 985890

NATIONAL HIGHWAYS AUTHORITY OF INDIA
FOUR LANING OF RAJSAMAND - BHILWARA SECTION OF NH-758 (FROM KM.
0+000 TO KM. 87+250) UNDER NHDP PHASE IV IN THE STATE OF RAJASTHAN
ON DBFOT (TOLL) BASIS.
MONTHLY PROGRESS REPORT
No. 28
January-16
Name of Concessionaire
: Bhilwara - Rajsamand Tollway Private Limited
Name of EPC Contractor
: Sadbhav Engineering Limited
Name of Independent Consultant
: M/s Artefact Projects Ltd.
Name of Design Consultant
: Consulting Engineers Group Ltd.
Name of Lender Engineer
: M/s LEA Associates South Asia Pvt. Ltd.
BHILWARA - RAJSAMAND TOLLWAY PRIVATE LIMITED
MONTHLY PROGRESS REPORT
TABLE OF CONTENTS
Sr. No.
Description
Page No.
1
ABBREVATIONS
1 to 5
2
SALIENT FEATURES OF THE PROJECT
6 to 8
3
PROJECT STRIP PLAN
9 to 10
4
PHYSICAL & FINANCIAL PROGRESS OF THE PROJECT
11 to 20
5
STATUS OF LAND ACQUISITION
21 to 23
6
HINDRANCES / ENCOARCHMENTS
24 to 49
7
STATUS OF UTILITY SHIFTING
50 to 53
8
UNRESOLVED ISSUES
54 to 55
9
MOBILISATION STATUS OF CONCESSIONAIRE, EPC CONTRACTOR & IC
56 to 60
10
PROJECT COMPLETION MILESTONE
61 to 62
11
SAFETY & HEALTH
63 to 65
12
EXISTING ROAD MAINTENANCE
66 to 67
13
QUALITY
68 to 69
14
ANNEXURES
70 to 70
15
Annexure A – Project Corridor and Layout Plan
71 to 73
16
Annexure B – EPC Cost Breakup
74 to 75
17
Annexure C – Status of Permission and Approvals
76 to 80
18
Annexure D – Status of Drawings
81 to 82
19
Annexure E – Progress Strip Chart of Road Work
83 to 96
20
21
Annexure F – Progress Strip Chart of Major & Minor Bridges, CUPs, VUPs &
PUPs
Annexure G – Progress Strip Chart of Box Culverts, Hume Pipe Culverts,
Slab Culverts
97 to 98
99 to 108
22
Annexure H – Organization Charts of Concessionaire/EP Contractor
109 to 111
23
Annexure I – Quality Control Tests
112 to 119
24
Annexure J – List of QC Equipments
120 to 128
25
Annexure K – Weather Report
129 to 131
27
Annexure L – Status of Source / Agency approvals
132 to 135
26
Annexure M – Status of Mix Designs
136 to 141
28
Annexure N – Status of NCR’s
142 to 158
29
Annexure O – Status of Calibration of Plant & Equipments
159 to 164
30
Annexure P – Borrow Area
165 to 179
31
Annexure Q – Progress Photographs
180 to 192
ABBREVIATIONS
1
ABBREVIATIONS
Abbreviations
Meaning
3A / 3D
Clause of Land Acquisition
AASHTO
American Association of State Highway and Transport
Officials
Abt
Abutment
BC
Bituminous Concrete
CBR
California Bearing Ratio Test
C&G
Clearing and Grubbing
Ch
Chainage
Cm
Centimeter
C/s
Cross-section
Cum
Cubic Meter
CW
Carriageway
CEG
Consulting Engineering Group Ltd.
CUP
Cattle Underpsass
DWG
Drawing
DBFOT
Design, Built, Finance, Operate and Transfer
DBM
Dense Bituminous Macadam
DFBOT
Design, Finance, Build, Operate and Transfer
DFO
District Forest Officer
Dia
Diameter
DPR
Detailed Project Report
Emb
Embankment
EPC
Engineering Procurement Construction
Exc
Excavation
EMB WIP
Embankment work in progress
FST
Final Setting Time
GFC
Good for Construction
2
ABBREVIATIONS
Abbreviations
Meaning
GSB
Granular Sub Base
HPC
Hume Pipe Culverts
Ht
Height
Hyd
Hydraulic
IE
Independent Engineer
IC
Independent Consultant
IS
Indian Standard
IST
Initial Setting Time
JV
Joint Venture
Kg
Kilogram
Km
Kilometer
LHS
Left Hand Side
LL
Liquid Limit
Ltr
Liter
m
Meter
M
Mix
M/s
Messers
MDD
Maximum Dry Density
Misc
Miscellaneous
mm
Millimeter
MJB
Major Bridge
MNB
Minor Bridge
MORTH
Ministry of Road Transport & Highways
NCW
New Carriage Way
NCR
Non Conformance Report
NA
Not Applicable
NH
National Highway
NHAI
National Highway Authority of India
3
ABBREVIATIONS
Abbreviations
Meaning
NHDP
National Highway Development Programme
NOC
No Objection Certificate
Nos
Numbers
o
Centigrade
C
OGL
Original Ground Level
OMC
Optimum Moisture Content
PCC
Plain Cement Concrete
PI
Plastic Index
PD
Project Director
PHE
Public Health and Environment
PL
Plastic Limit
PSC
Prestressed Concrete
PTR
Pneumatic Tyre Roller
Pvt. Ltd.
Private Limited
PUP
Pedestrian Underpasses
QC
Quality Control
ROB
Railway Over Bridge
RBI
Reserve Bank of India
RE
Reinforced Earth
RCC
Reinforced Cement Concrete
RHS
Right Hand Side
ROW
Right Of Way
Rs.
Rupees
SDBC
Semi Dense Bituminous Macadam
Sec
Section
SG
Sub-Grade
T
Tonne
TMT
Thermo Mechanically Treated
4
ABBREVIATIONS
Abbreviations
Meaning
TBM
Temporary Bench Mark
TPH
Tonnes Per Hour
VUP
Vehicular Underpass
W
Watt
WMM
Wet Mix Macadam
5
SALIENT FEATURES OF
THE PROJECT
6
INTRODUCTION:
Four laning of Rajsamand – Bhilwara Section of
NH -758 (from km 0.000 to km 87.250) under
NHDP Phase IV in the State of Rajasthan on
DBFOT (Toll) Basis.
Name of the Project
:
Name of Client
:
National Highways Authority of India
Name of Concessionaire
:
BHILWARA - RAJSAMAND TOLLWAY PVT. LTD.
Name of EPC Contractor
:
SADBHAV ENGINEERING LTD.
Name of Independent
Consultant
:
M/s Artefact Projects Ltd.
Name of Design
Consultant
:
Consulting Engineers Group Ltd.
Total Project Cost
: 677.79Crore
Date of Signing of
Concession Agreement
:
14.12.2012
Appointed Date
:
09.10.2013
Date of Completion
:
05.04.2016
Construction Period
:
30 Months
Concession Period
:
30 Years
7
Scope of HighwayINTRODUCTION:
Works
Carriageway Length
: 87.250Kms.
Bypass
15.250 Kms. (2.450 Kms Kuanwarian Bypass,
: 2.550 Kms Potlan Bypass ,3.600 Kms Karoi Bypass
& 6.920 Kms Pur Bypass)
Realignment
: 7.045 Kms at 12 Locations
Slip road
: 15.200 Kms (2 x 7.600) of 5.500 Mtr Width
Major Junctions
: 8 Nos.
Minor Junctions
: 22 Nos.
Truck Lay-byes
: 02 Nos.
Bus Lay Bays
: 22 Nos.
Toll Plaza
: 02 Nos.
Scope of Structure Works
ROB
: 1 No (Size 2 x 36.00 x 6.55) at Kuanwarian
Major Bridges
:
Minor Bridges
: 15 Nos.
Pedestrian Underpasses
: 08 Nos.
Vehicular Underpass
: 03 Nos.
Box Culverts
: 205 Nos.
Hume Pipe Culverts
Totals
: 50 Nos.
: 283 Nos.
01 No (Size 4 x 25.00) at Potlan Bypass Across
Chandra Bhaga River
8
PROJECT STRIP PLAN
9
Bhilwara
Vehicular
Underpass 15+175
16+ 000
15+ 000
14+ 000
12+ 500
12+ 000
12+ 100
Vehicular
Underpass 10+220
11+ 000
10+ 000
9+ 000
8+ 000
7+ 000
6+ 000
Gaumata Chauraha
Realignment
13+ 000
10+000
9+288
Minor Bridge
7+290
Rajsamand
Realignment
5+ 000
Cattle
Underpass 3+190
5+700
5+080
Dhoinda
Realignment
4+ 000
Pedestrian
Underpass 2+990
4+730
4+130
2+905
Sivnagar
Colony
Realignment
3+ 000
2+ 000
1+ 000
0+ 000
2+750
Sivnagar
Colony
Realignment
Somnath
Chauraha
Realignment
Vehicular
Underpass 0+880
2+180
1+880
1+152
0+800
Piprda Junction
30.000
22.500
13.000
32+ 000
31+ 000
Minor Bridge
29+060
30+ 000
Pedestrian
Underpass
27+550
29+ 000
27+ 000
26+ 000
25+ 000
24+ 000
Minor Bridge
24+900
28+ 000
23+350
Major Junction
15+500
Madri Chowk
23+ 000
22+ 000
20+900
Kuanwariaya
Realignment
Kuanwariaya Bypass
21+ 000
20+ 000
Rupakheda
Realignment
20+074
19+700
20+900
Major Junction
5+900
JK Tyre Junction
19+200
19+ 000
TOLL
PLAZA
17+ 000
16+ 000
Minor Bridge
16+530
18+ 300
17+ 700
18+ 000
Major Junction
3+080
R.K.Hosptial
48+ 000
47+ 000
46+ 000
45+ 000
63+350
62+750
61+150
64+ 000
80+ 000
62+ 000
61+ 000
63+ 000
Bhunash Village
Realignment
Ganeshpura
Realignment
79+ 000
60+450
60+050
60+ 000
59+ 000
58+ 000
57+ 000
77+ 000
Minor Bridge
75+200
76+ 000
Gurla Village
Realignment
TOLL
PLAZA
75+ 000
74+750
74+500
Minor Bridge
73+120
74+ 000
Minor Bridge
71+000
73+ 000
72+ 000
Minor Bridge
71+790
71+ 000
75.000
87+220
TOLL
PLAZA
88+ 000
87+ 000
Pur Bypass
86+ 000
Pedestrian
Underpass
27+550
Pur Bypass
85+ 000
Pur Bypass
84+ 000
Pur Bypass
83+ 000
Minor Bridge
81+090
82+ 000
Pur Bypass
Ganeshpura Realignment
56+ 000
55+ 000
54+ 000
70+ 000
Pedestrian
Underpass
67+920
Karoi Bypass
69+ 000
Minor Bridge
67+000
Karoi Bypass
68+ 000
Karoi Bypass
Minor Bridge
41+440
69+900
53+ 000
52+ 000
Major Junction
53+210
Gangapur Lakhola
67+ 000
66+300
50+ 000
66+ 000
Major Junction
50+430
Gangapur
Major Junction
65+400
Pur Bypass
81+ 000
80+ 000
80+300
65+ 000
64+ 000
Major Junction
49+850
Gangapur amli
Major Bridge
Chander Bhaga River
40+650
Minor Bridge
55+535
Pedestrian
Underpass
53+050
51+ 000
Pedestrian
Underpass
49+600
49+ 000
48+ 000
Minor Bridge
50+470
58+930
Major Junction
35+450
Kuraj Road
Minor Bridge
49+960
44+ 000
43+ 000
42+ 000
41+ 000
Potlan Bypass
40+ 000
39+350
39+ 000
38+ 000
36+ 000
Potlan Bypass
35+ 000
34+ 000
33+ 000
32+ 000
Pedestrian
Underpass
20+550
37+ 000
ROB
20+340
Minor Bridge
34+530
TOLL
PLAZA
41+900
13.000
10
PHYSICAL & FINANCIAL
PROGRESS OF THE PROJECT
11
Physical and Financial Progress
Particulars
Up to
Previous
Month
This Mnoth
Up to Date
Financial Progress up to
31.01.16
87.672%
4.699%
92.371%
Physical Progress up to
31.01.16
92.362%
2.037%
94.400%
12
108.28
92.00
125.04
113.00
139.73
118.00
146.72
124.00
155.36
154.00
170.41
188.00
221.15
279.00
252.17
316.00
280.79
353.00
BRTPL S-CURVE
241.00
192.62
388.00
308.13
422.00
334.35
453.00
359.51
482.00
382.65
493.00
406.20
507.00
429.46
535.00
454.25
560.00
474.92
579.00
504.64
591.00
528.65
598.00
6.00 1.0%
Aug-14
155.36
8.65
154.00
30.00 5.0%
Sep-14
170.41
15.05
188.00
34.00 5.6%
Oct-14
192.62
22.20
241.00
53.00 8.8%
Nov-14
221.15
28.54
279.00
38.00 6.3%
Dec-14
252.17
31.02
316.00
37.00 6.1%
Jan-15
280.79
28.62
353.00
37.00 6.1%
Feb-15
308.13
27.34
388.00
35.00 5.8%
Mar-15
334.35
26.21
422.00
34.00 5.6%
Apr-15
359.51
25.17
453.00
31.00 5.1%
May-15
382.65
23.14
482.00
29.00 4.8%
Jun-15
406.20
23.55
493.00
11.00 1.8%
Jul-15
429.46
23.26
507.00
14.00 2.3%
Aug-15
454.25
24.80
535.00
28.00 4.6%
Sep-15
474.92
20.67
560.00
25.00 4.1%
Oct-15
504.64
29.72
579.00
19.00 3.2%
Nov-15
528.65
24.01
591.00
12.00 2.0%
Dec-15
556.98
28.33
598.00
7.00 1.2%
Jan-16
601.00
3.00 0.5%
Feb-16
602.00
1.00 0.2%
Mar-16
603.00
1.00 0.2%
Apr-16
603.00
124.00
602.00
6.99
601.00
Jul-14
146.72
700.00
88.86
76.00
5.00 0.8%
600.00
74.46
60.00
118.00
500.00
53.00
52.65
14.68
400.00
40.00
36.78
Jun-14
139.73
300.00
20.65
21.00 3.5%
Apr-16
113.00
Mar-16
16.76
Feb-16
May-14
125.04
Jan-16
16.00 2.7%
Dec-15
92.00
Nov-15
19.42
Oct-15
Apr-14
108.28
Sep-15
16.00 2.7%
Aug-15
76.00
Jul-15
14.40
Jun-15
Mar-14
88.86
May-15
7.00 1.2%
Apr-15
60.00
Mar-15
21.81
Feb-15
Feb-14
74.46
Jan-15
13.00 2.2%
Dec-14
53.00
Nov-14
15.86
Oct-14
Jan-14
52.65
Sep-14
19.00 3.2%
Aug-14
40.00
Jul-14
16.13
Jun-14
Dec-13
36.78
May-14
11.00 1.8%
Apr-14
21.00
Mar-14
10.24
Feb-14
Nov-13
20.65
Jan-14
5.00 0.8%
200.00
10.41
21.00
10.00
Dec-13
4.91
10.00
Oct-13
10.41
Nov-13
5.00 0.8%
5.50
5.00
Oct-13
5.00
100.00
-
Monthly Target (in
Crores)
Cumalative
Targat (in Crores)
Monthly Actual
Achievement (in
Crores)
Cumalative
Actual
Achievement (in
Crores)
5.50
13
5.50
PHYSICAL PROGRESS BREAKUP
Particular of Items Unit
1
HIGHWAYS
Scope
2
3
C&G
Embankment
Subgrade
GSB
WMM I
WMM Top
Kerb
Prime Coat
Tack Coat
DBM
BC
DLC
PQC
Km
Km
Km
Km
Km
Km
Km
Km
Km
Km
Km
Km
Km
87.25
87.25
87.25
87.25
86.386
86.386
86.386
86.386
86.386
86.386
86.386
0.864
0.864
STRUCTURES
MJB
MNB
VUP
PUP
ROB
Box Culverts
Pipe Culverts
Nos
Nos
Nos
Nos
Nos
Nos
Nos
1
15
3
8
1
204
51
Two Lane
Two Lane Total
Completed Length/
length/Numbers
Number
4
5
174.500
171.600
174.500
169.000
174.500
168.500
174.500
168.300
172.772
167.300
172.772
167.200
172.772
167.000
172.772
165.700
172.772
150.200
172.772
165.700
172.772
150.200
1.728
1.728
1.728
1.728
PHYSICAL PROGRESS HIGHWAYS >>>>>>>>>
2
30
6
16
2
408
102
2
30
6
16
0
406
102
PHYSICAL PROGRESS STRUCTURES >>>>>>>>>
OVERALL PHYSICAL PROGRESS >>>>>>>>>
14
Two Lane in
Progress
6
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.00
2.00
0.00
Two Lane Completed
( % Progress w.r.t. whole
Progress)
7 = 5/4+(6/(4-5))
98.34%
96.85%
96.56%
96.45%
96.83%
96.77%
96.66%
95.91%
86.94%
95.91%
86.94%
100.00%
100.00%
95.70%
100.00%
100.00%
100.00%
100.00%
52.00%
99.67%
100.00%
93.096%
94.400%
Remarks
8
Progress in Brief
STRUCTURE WORKS
Major Bridge
:
MJB 01 - On Chandra Bhaga River @ D. Ch. 40+650 Completed
ROB
:
ROB 1 - on @ D.Ch. 20+340 at Kuanwarian - Girder
erction completed and Deck slab in progress
:
:
:
:
:
:
:
Minor Bridges
:
:
:
:
:
:
:
15 Nos. 7+290, 16+530, 24+900, 29+060, 34+530,
41+440, 48+960, 50+470, 55+535, 67+000, 71+790,
72+000, 73+120, 75+200 & 81+090
@ D.Ch.7+290 Completed
@ D.Ch.55+535 Complete
@ D.Ch. 67+000 Complete
:
:
:
:
Pedestrian
Underpass
:
:
:
:
:
:
@ D.Ch. 81+190 Completed
8 Nos. @ D. Ch. 2+990, D.Ch. 3+190, 20+550, 27+350,
49+600, 53+050, 67+920, 83+705
15
Progress in Brief
:
3 Nos. @ D. Ch. 0+880, 10+220, 15+175
:
:
:
Box Culverts
:
204 Nos. - 203 Nos BHS Completed, 01 Nos work is in
progress
Pipe Culverts
:
51 Nos. - 51 Nos BHS Completed
Toll Plaza
:
Toll Plaza work is in progress at Ch. 78+000 & Ch.
18+000.
Vehicular
Underpass
Toll Plaza
:
Toll Plaza @ Ch. 18+000
DLC & PQC - Completed
Administrative building – Completed - Miscellanious work in
progress.
O & M Building - Completed .
Medical Aid post / Vehicle Rescue Post / Traffic Aid Post Completed
Canopy - Completed - Finishing work in progress
Weigh i
otio –Completed.
Static Weigh Bridge - Work in progress
Toilet lo ks – Completed
Toll E uip e ts – Work in progress
Toll Booths – Work in progress
Lighti g – Work in progress
Wate supply – Completed
Sign Boards - Work in progress
Toll Plaza @ Ch. 78+050
DLC & PQC - Completed
Ad i ist ative uildi g – Completed
O & M Building - Completed
Medical Aid post / Vehicle Rescue Post / Traffic Aid Post Completed
Canopy - Completed
Weigh i
otio – Completed
Static Weigh Bridge - Work in progress
Toilet lo ks – Completed
Toll E uip e ts – Work in progress
Toll Booths – Completed
Lighti g – Work in progress
Wate supply – Completed
Sign Boards - Work in progress
16
Progress in Brief
HIGHWAY WORKS
The layer wise progress status on Highway is as follows.
1) C&G-Site clearance = 171.200 KM (Two Lane)
2) Embankment is in progress = 169.000 KM (Two Lane)
3) Subgrade is in progress = 168.500 KM (Two Lane)
4) GSB is in progress = 168.300 KM (Two Lane)
5) WMM 1st is in progress = 167.300 KM (Two Lane)
6) WMM 2nd is in progress = 167.300 KM (Two Lane)
7) Kerb is in progress = 167.000 KM (Two Lane)
8) DBM is in progress = 165.700 KM (Two Lane)
9) BC is in progress = 150.200 KM (Two Lane)
17
PHYSICAL PROGRESS OF PROJECTS
STRUCTURE WORKS:
Section 1 - D. Ch. 0.000 to D. Ch. 50.000
SECTION - 1
WORK STATUS
DESCRIPTION
SCOPE OF WORK
COMPLETED
HP CULVERTS (NEW)
4
4
HP CULVERTS (REC.)
43
43
BOX CULVERTS (NEW)
42
42
BOX CULVERTS (REC.)
69
68
MINOR BRIDGES (NEW)
1
1
MINOR BRIDGE (REC.)
7
7
MAJOR BRIDGES (NEW)
1
1
ROB (NEW)
1
PUP
5
5
VUP
3
3
176
174
TOTAL
IN PROGRESS
1
1
18
2
BAL TO TAKEUP
REMARKS
STRUCTURE WORKS:
Section 2 D. Ch. 50.000 to D. Ch. 87+250
SECTION - 2
WORK STATUS
DESCRIPTION
SCOPE OF WORK
COMPLETED
HP CULVERTS (NEW)
1
1
HP CULVERTS (REC.)
3
3
BOX CULVERTS (NEW)
45
45
BOX CULVERTS (REC.)
48
48
MINOR BRIDGES (NEW)
3
3
MINOR BRIDGE (REC.)
4
4
3
3
107
107
MAJOR BRIDGES (NEW)
MAJOR BRIDGES (Reh.)
PUP
VUP
TOTAL
19
IN PROGRESS
BAL TO TAKEUP
REMARKS
ENTIRE PROJECT
STRUCTURE WORKS:
Total D. Ch. 0.000 to D. Ch. 87.250
WORK STATUS
DESCRIPTION
SCOPE OF WORK
COMPLETED
HP CULVERTS (NEW)
5
5
HP CULVERTS (REC.)
46
46
BOX CULVERTS (NEW)
87
87
BOX CULVERTS (REC.)
117
116
MINOR BRIDGES (NEW)
4
4
MINOR BRIDGE (REC.)
11
11
MAJOR BRIDGES (NEW)
1
1
ROB (NEW)
1
PUP
8
8
VUP
3
3
283
281
TOTAL
IN PROGRESS
1
1
20
2
BAL TO TAKEUP
REMARKS
STATUS OF LAND
ACQUISITION
21
STATUS OF LAND ACQUISITION
Sl.
No
1
2
3
4
5
6
7
8
11
A
1
2
3
4
5
6
7
8
9
10
11
12
13
14
B
1
2
3
Particulars
Area Of Land in Ha.
Total Land Requirement
Available Land
Land to be acquired
3(A) published
3(C) hearing status
3(D) Published
Supp. 3(A) Certified by CALA sent to NHAI, Published
in News Paper after Gazzette Notification
3D supplementary Gazette notification completed
(Rajsamand, Gangapur & Bhilwara)
3(G) Award status
Rajsamand (14 Villages)
Piparada
Javad
Shankarpura
Dhoinda
Aasotiya
Tarsinghada
Bhava
Dumkhera
Mahasatiyo Ki Madari
Rupa ka kheda
Ravon ka kheda
Kunwaria
Fiyavadi
Khakaliya kheda
Railmangra (3 Villages)
Khandel
Lapsaya
Junada
C
Sahara (15 Villages)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Tapadia Khedi
Sanghas
Sataliyas
Potlan
Guda ka Kheda
Sahada
Gayatri Nagar
Galodiya
Lakhmaniyas
Dhosar
Ganeshpura
Gathila Kheda
Gathila
Baghpura
Bhunas
D
Bhilwara ( 5 Villages)
1
2
3
4
5
Karoi Kala
Parvatipura
Mujras
Gurla
PUR
524.362
173.432
350.93
325.6181
325.618
234.5817
116.3483
112.6746
In Progress
0.505
4.8452
1.6043
8.4701
5.2822
6.1552
11.6892
3.9062
4.5626
8.8372
4.5329
16.7886
13.1666
6.0838
12.9408
5.9631
10.1205
3.4005
6.9363
8.1683
20.5006
6.62433
23.3908
4.4114
6.2251
0.9395
0.102
1.777
1.973
8.147
2.7675
9.4795
25.648
4.9127
7.0802
15.2961
32.915
Total 3 (G)
22
316.1482
Remarks
37 Nos Villages
Completed
Status of Land Acquisition (Village Wise) as on 31-01-2016
S.No.
1
District
Rajsamand
Tehsil
S.No.
3 (A) Gazette of
3 (a) Gazette of
India dtIndia dt-14.08.2012
Status of 3A
28.09.2012- Supplement
& apendix-dt(Supplement 3 (D) S.O.
S.O.2329 (E) &
ary 3A
20.09.2012,
ary)
3014 (E) S.O.2328 (E) & (Hectare)
08.10.2013
dt.04.10.13
28.12.2012Piparada
0.5303
0.4969
0.0081
Status of 3D
Published in Gazette of India
3 (D) S.O.
2910 (E) dt.25.09.13
3 (D) S.O.
2906 (E) dt.25.09.13
3 (D) S.O.
2909 (E) dt.25.09.13
3 (D) S.O.
2908 (E) dt.25.09.13
Rajsamand
1
2
Javad
4.5490
0.8455
3.9997
3
3
Shankarpura
1.6082
0.0446
1.5597
4
4
Dhoinda
6.8062
2.7393
2.8043
2.9265
5.7308
5
5
Aasotiya
1.9174
4.2683
1.5776
0.2428
1.8204
6
6
Tarsinghada
7.0528
0.4819
5.6031
0.0783
5.6814
7
7
Bhava
10.8394
3.9929
7.4694
1.3544
8.8238
8
8
3.5201
2.7291
1.1771
1.1771
9
9
5.5169
2.6580
2.0491
2.0491
10
10
Dumkhera
Mahasatiyo Ki
Madari
Rupa ka kheda
3.6014
5.6118
3.2254
3.2254
11
11
Ravon ka kheda
4.4296
0.7684
3.7645
3.7645
12
12
Kunwaria
16.3106
0.6904
16.0982
13
13
Fiyavadi
13.8726
4.5330
2.1102
7.3166
14
14
Khakaliya kheda
Sub Total >>>>>>>>>
1
Rajsamand
2
2
1.5597
16.0982
9.4268
6.1566
35.5279
51.935
11.919
12.6282
3.9789
8.8771
0.3948
1.3672
2.8212
1.7747
-
-
-
63.854
Khandel
( 3 Village)
2
Lapsaya
5.2043
3
Junada
10.1205
27.9530
5.3461
-
-
Sahara
1
Tapriya Kheri
3.4855
0.2750
2.4955
0.9900
3.4855
( 15 Village)
9.2719
4.5959
10.1205
21.819
10.1205
2.170
-
23.988
2
Sangas
6.9950
1.2726
5.7528
3
3
Satliyas
8.1835
1.8258
6.3425
0.6457
6.9882
4
4
Potlan
17.5795
6.5688
14.4205
0.3354
14.7559
5
5
Gurha Ka Khera
3.3045
4.1547
2.5999
0.0300
2.6299
6
6
Sahara
25.0647
6.6210
23.2311
0.7878
24.0189
7
7
Gayatri Nagar
3.7083
1.0265
8
8
Galodiya
16.4727
0.4204
0.3946
Published in
News Paper
on Dated.2803-2014 in
Dainik
Bhaskar
5.7528
3.3774
0.0225
3.3999
5.8347
8.8617
14.6964
0.5449
0.0802
0.6251
0.0930
0.0090
0.102
9
9
Lakhmaniyas
0.7904
10
10
Dhosar
0.2400
11
11
Ganeshpura
1.2440
1.1410
0.6360
0.2000
0.836
12
12
Gathila Kheda
2.2011
0.2556
1.7175
0.1853
1.9028
13
13
Gathila
10.2019
1.6159
6.5831
0.9540
7.5371
14
14
Baghpura
2.7000
1.2450
1.5225
15
15
Bhunas
14.1675
1.9739
8.2608
116.3386
28.7908
30.4295
6.9582
Sub Total >>>>>>>>>
1
Bhilwara
1
Karoi Kalan
(5 Village)
2
Parvatipura
4.7042
2.5986
3
3
Gurla
15.7261
9.5074
4
4
Mujras
7.3556
4.8808
5
5
PUR
42.1562
22.3188
100.3716
325.2177
46.2638
115.929
2
Bhilwara
Sub Total >>>>>>>>>
Grand Total >>>>>>>>>>
Private Land
Private Land
0.4969
3.9997
1.5597
5.7308
1.8204
5.6814
8.8238
1.1771
2.0491
3.2254
3.7645
16.0982
9.4268
0.0081
0.8455
0.0446
2.7393
3.4618
0.4738
2.8654
2.7291
2.5135
5.6118
0.7684
0.6904
3.7398
6.0838
32.575
3.6689
1.3672
0.0000
80.5545
1
Sub Total >>>>>>>>>
Bhilwara
0.4969
3.9997
Railmangra
3
1
Published in
News Paper
Total Award (3G) Supplementry
approved by CALA
Total
3(D) (Ha.)
( 14 village)
2
Total Award (3G) approved by
CALA
Published in
News Paper
on Dated.2504-2014 in
Dainik
Bhaskar &
Rajasthan
Patrika. 3
-
-
83.41
1.5225
0.0200
13.12
8.2808
-
96.53
20.0784
20.0784
2.4505
2.4505
6.9014
6.9014
3.7259
3.7259
16.9096
16.9096
50.066
50.066
23
73.7540 14.0881 83.4122 13.1216 50.0658 234.4417
-
-
-
-
63.854
9.2719
4.5959
10.1205
23.988
3.1255
5.6637
6.3425
13.9318
2.4696
18.12
3.3999
5.8047
0.5449
0.102
0.636
1.7174
6.5831
1.5225
7.8108
77.774
19.5754
2.4505
5.9678
3.394
5.036
0.2750
1.2726
1.8258
6.5688
4.1547
5.2708
1.0115
0.4204
0.3946
0.0000
1.1410
0.2556
1.5639
1.245
1.6687
27.0684
6.0726
2.4622
9.3283
3.6862
15.7864
47.174
212.791
17.1285
38.678
103.3576
HINDRANCES /
ENCROCHMENTS
24
HINDRANCES / ENCROACHMENTS
Sr.
No.
Description
1
Encroachments in EROW
2
Structures Falling within PROW & EROW
3
Religious Structures within PROW & EROW
4
Hand Pumps / Bore Wells within EROW
5
Electrical Utility Shifting
6
PHED Utility Shifting
25
BHILWARA - RAJSAMAND TOLLWAY PVT. LIMITED
ENCROACHMENT DETAILS IN EROW
Sl. No.
Chainage
Side
Existing ROW
Width From
ECL(m)
Distance
From ECL
Encroachment Details
Remark
1
2
3
4
5
6
7
8
9
0+230
0+340
1+736
3+400
3+935
4+460
4+930
5+004
5+326
RHS
LHS
RHS
RHS
LHS
RHS
LHS
RHS
RHS
22.50
22.50
30.00
30.00
30.00
22.50
17.50
17.50
22.50
6.200
14.700
11.700
13.400
6.800
12.000
6.500
6.200
14.300
Steps
C.R. Compound wall
C.R. wall with Net
Water Tank
C.R. Compound wall
C.R.Compound wall
Electric Room
Canal
C.R. Compound wall with House
10
5+455
LHS
22.50
6.600
Water Tank
11
12
13
14
15
16
17
18
5+685
5+920
6+300
6+410
6+900
7+820
7+947
10+600
RHS
RHS
LHS
RHS
RHS
LHS
LHS
LHS
22.50
30.00
30.00
30.00
30.00
30.00
30.00
30.00
13.200
8.000
10.000
6.200
12.400
7.700
6.300
8.800
Sri Ram Bhojanalai Kitchen Stand
Building Compound wall with Gate
D.S.M Wall with Gate
Canal
D.S.M. Wall
D.S.M. Wall with Gate
Canal
C.R.Compound wall
19
11+118
LHS
22.50
10.000
D.S.M. Wall
20
21
22
11+703
11+830
11+900
LHS
RHS
LHS
22.50
22.50
22.50
10.700
8.000
13.300
D.S.M. Wall
D.S.M. Wall, Gate With House
Shopping Complex
23
11+960
LHS
22.50
12.100
D.S.M
24
25
26
27
28
29
30
31
12+214
12+234
12+259
12+285
12+315
12+336
12+366
12+410
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
12.500
9.500
8.500
8.600
9.300
10.800
7.000
9.100
House
House
Shop
Shop & House
Shop
Shop
Water Tank (School)
School Room
32
12+460
LHS
22.50
10.500
D.S.M
33
34
35
12+222
12+264
12+283
RHS
RHS
RHS
22.50
22.50
22.50
11.000
5.800
11.200
Shop with House
Shop
Shop
36
12+344
RHS
22.50
9.200
D.S.M
37
12+356
RHS
22.50
11.000
House
38
12+550
LHS
22.50
5.500
Canal
39
40
12+720
12+846
LHS
RHS
22.50
22.50
9.300
11.200
D.S.M
C.R. Compound Wall With Tank
Dismantled & Relocation by
Cons. In progress
Dismantled & Reconstructed by
Concessionaire
Dismantled by Concessionaire
41
12+916
RHS
22.50
9.300
D.S.M
42
43
44
45
46
47
48
49
12+953
13+120
13+314
13+420
13+610
14+010
14+085
14+184
RHS
LHS
RHS
RHS
LHS
RHS
LHS
LHS
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
7.700
14.500
9.300
14.300
6.600
13.600
11.000
14.300
D.S.M
C.R.Compound Wall
D.S.M
D.S.M
Canal
D.S.M
C.R.Wall With Plaster
D.S.M
26
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Sl. No.
Chainage
Side
Existing ROW
Width From
ECL(m)
Distance
From ECL
Remark
50
14+390
RHS
30.00
10.500
D.S.M
Concessionaire
51
14+670
LHS
30.00
10.000
D.S.M
52
15+068
RHS
30.00
12.000
Well
53
15+320
LHS
30.00
14.800
D.S.M
54
15+900
LHS
30.00
13.000
C.R.Stone Masonry Canal
55
18+950
RHS
30.00
9.700
D.S.M
Concessionaire
56
19+080
RHS
30.00
14.000
D.S.M
57
19+840
LHS
22.50
5.100
Canal
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
19+961
20+043
20+083
20+100
20+176
20+204
20+027
20+088
20+125
20+169
23+820
25+550
25+638
25+682
25+740
27+290
27+880
LHS
RHS
RHS
RHS
RHS
RHS
LHS
LHS
LHS
LHS
RHS
LHS
RHS
RHS
LHS
LHS
RHS
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
13.700
13.400
13.000
13.700
12.300
8.500
12.000
13.200
11.500
14.300
10.500
8.400
13.800
12.800
14.000
7.200
7.200
D.S.M
Septic Tank
Shop & Compound Wall
Open House
Shop & House with Otta
Piyau Tank
C.R. Compound Wall With Gate
Water Tank
C.R. Compound Wall With Gate & G.I Shed
D.S.M
D.S.M
C.R. Compound wall With Gate
D.S.M
House Otta
Police Cabin
C.R. Compound wall with Gate
75
29+466
LHS
30.00
5.200
Canal
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
29+560
29+583
29+599
29+540
29+620
29+780
29+832
29+850
29+930
29+662
30+012
30+230
30+080
30+112
30+131
30+450
31+530
31+700
31+800
31+578
31+632
34+190
35+190
35+265
LHS
LHS
LHS
RHS
RHS
RHS
LHS
RHS
RHS
RHS
RHS
RHS
RHS
RHS
LHS
RHS
RHS
RHS
RHS
LHS
LHS
RHS
RHS
RHS
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
14.300
12.500
13.000
9.700
9.500
11.600
9.400
9.100
9.000
10.200
12.700
9.400
11.800
14.200
13.800
6.400
6.000
11.700
6.400
13.200
14.500
10.900
6.500
12.000
House
House
House
C.R. Compound wall
House Otta
Water Tank
C.R. Compound wall
Bathroom
D.S.M
House
Brick wall
House, C.R. Compound wall with Gate
House
Sarai
Tar Fencing
C.R. Compound wall with Plaster
Toilet & Bathroom
C.R. Compound wall and Plaster with Gate
Water Tank
Toilet & Bathroom
Tea Stall
Sima Pillar (Dist. Boarder)
Tea Stall
27
Concessionaire
Concessionaire
Concessionaire
Dismantaled
Concessionaire
Sl. No.
Chainage
Existing ROW
Width From
ECL(m)
Distance
From ECL
RHS
30.00
14.200
House
Concessionaire
Dismantled
Side
100
37+440
101
41+900
LHS
12.50
6.700
Stone Patti Boundary wall
102
42+040
RHS
12.50
11.000
Water Tank
103
43+350
RHS
30.00
8.000
Tar Fencing
104
105
106
43+710
44+032
44+180
LHS
LHS
RHS
30.00
30.00
30.00
6.100
10.500
13.300
C.R. Compound wall
House
107
44+288
LHS
30.00
10.500
D.S.M
108
44+953
LHS
30.00
13.600
G.I. Shad with C.R.Compound wall
109
45+110
LHS
30.00
6.100
Petrol Pump Holding
110
111
112
46+470
47+100
47+252
LHS
RHS
LHS
30.00
30.00
30.00
13.500
13.500
8.800
M.S. Gril
Water Tank
Brick wall with Gate
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
47+286
47+370
47+318
47+416
47+455
47+497
47+518
47+555
47+605
47+407
47+484
47+540
47+587
47+692
47+707
47+790
47+870
47+908
47+650
47+738
47+800
48+000
48+205
48+540
49+200
49+545
50+050
50+785
51+250
52+088
52+365
52+760
RHS
LHS
RHS
RHS
RHS
RHS
RHS
RHS
RHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
RHS
RHS
RHS
RHS
RHS
LHS
RHS
RHS
LHS
RHS
RHS
RHS
LHS
LHS
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
8.500
8.000
8.000
14.700
11.700
9.200
7.600
9.500
7.600
7.000
7.300
9.500
9.700
11.400
11.200
10.000
12.000
11.000
8.000
9.400
10.600
12.200
11.000
12.300
13.500
13.000
13.000
11.200
12.900
13.400
14.300
11.900
D.S.M
G.I. Shad with Otta
Drain
House and Shop with Gate
House
House wigh stone patti roof
Shop wigh stone patti roof
C.R. Compound wall with gate & Gril
C.R. Compound wall
D.S.M
Compound wall with Gate
G.I. Shad
D.S.M. wall with Gate
Shop
C.R.Compound wall with Gate
Otta Platform by Stone Patti
Vehicle Ramp for shop
Shop with Otta with G.I. Shad
Bus Stand
D.S.M with Gate
Water Tank
Water Tank
Tea Stand
Kitchen Stand with Water Tank
C.R. Stone Compound wall with Gate
D.S.M
Compound wall & Water Tank
Water Tank
D.S.M
D.S.M
145
53+260
RHS
30.00
14.000
G.I. Shad & Hotal Compound wall
146
147
148
149
150
151
152
153
54+351
54+360
54+507
54+539
54+550
54+675
54+855
54+902
RHS
LHS
RHS
RHS
LHS
RHS
RHS
LHS
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
9.700
12.000
12.200
14.000
9.500
12.500
12.500
6.500
Water Tank
D.S.M
Bus Stand
House with Gate
D.S.M
House (Stone Masonry)
D.S.M
Canal
28
Remark
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Sl. No.
Chainage
Side
Existing ROW
Width From
ECL(m)
Distance
From ECL
154 56+445
LHS
30.00
14.300 House
155 59+850
LHS
30.00
13.000 House & Compound wall
156 59+960
LHS
30.00
12.500 D.S.M
157 61+374
RHS
22.50
7.800
158 63+320
LHS
22.50
12.300 D.S.M
159 65+433
LHS
30.00
12.000 D.S.M
160 65+818
RHS
30.00
9.200
D.S.M
161 65+953
RHS
30.00
5.200
Canal
162 71+235
LHS
30.00
11.000 D.S.M
163 71+585
LHS
30.00
12.300 Water Tank
164 71+700
RHS
30.00
6.200
Canal
165 73+050
RHS
30.00
6.600
Water Tank
166 73+230
RHS
30.00
8.000
D.S.M
167 73+350
RHS
30.00
7.300
D.S.M
168 73+490
LHS
30.00
9.000
C.R.wall
169 73+800
LHS
22.50
13.000 Pump House & Electric Room
170 74+035
LHS
22.50
6.800
C.R. Masonry
171 74+160
LHS
22.50
11.000 Tea Stall Stand
172 74+244
LHS
22.50
11.800 Water Tank
173 74+282
LHS
22.50
6.800
C.R. wall & Gate
174 74+329
LHS
22.50
6.800
Compound wall
175 74+395
LHS
22.50
7.200
C.R. wall
176 74+461
LHS
22.50
11.500 C.R. wall up to Plinth Level
177 74+496
LHS
22.50
14.300 Shop & Otta
178 74+505
LHS
12.50
13.500 Shop & Otta
179 74+514
LHS
12.50
12.300 Vishram Ghar
180 74+528
LHS
12.50
13.300 Toilet Bathroom
181 74+815
LHS
22.50
13.200 Gurla village Pond R.E.Wall
182 74+122
RHS
22.50
9.800
Compound wall with gate
183 74+175
RHS
11.50
Bore Well
184 74+212
RHS
22.50
9.000
House Brick Compound wall with Plaster
185 74+874
LHS
22.50
10.000 C.R. wall
186 75+005
LHS
22.50
8.000
Building
187 75+150
RHS
22.50
5.000
Canal
188 75+185
RHS
22.50
9.000
Canal
189 75+510
RHS
30.00
12.000 Canal
190 76+336
LHS
30.00
8.000
191 76+490
LHS
30.00
12.400 C.R. Compound wall Plaster with Gate
192 77+780
RHS
30.00
11.500 Water Tank with Stand & Borewell
193 79+076
LHS
30.00
14.900 C.R. Compound wall with Gate
194 79+390
RHS
30.00
9.700
D.S.M
195 79+422
RHS
30.00
13.000 House
196 79+444
RHS
30.00
11.200 House
197 79+460
LHS
30.00
6.700
C.R. wall upto Plinth
198 79+538
RHS
30.00
5.800
Water Chamber
199 79+570
LHS
22.50
10.600 Room
200 79+613
LHS
22.50
11.200 C.R. Compound wall
201 79+805
LHS
22.50
12.700 Water Tank
202 80+000
LHS
22.50
8.000
D.S.M
203 80+320
LHS
22.50
10.000 D.S.M
204 80+372
RHS
22.50
10.700 Security Cabin
205 80+445
LHS
22.50
11.000 D.S.M
Note : Number of structures/water booths/DSM/Stone Masonary walls are reconstructed by Concessionaire
29
Remark
Concessionaire
Concessionaire
Concessionaire
Didmantaled
Concessionaire
Concessionaire
STRUCTURE FALLING WITHIN PROW & EROW
Sr. No.
Existing
Side
KM
PROW
Width
From
Distance
From ECL
Structure Falling Within PROW
& EROW
Remark
1
0+230
RHS
45.00
22.50
Steps
Concessionaire
2
3
0+257
RHS
45.00
0+290
RHS
45.00
22.50
22.50
0+340
LHS
45.00
0+695
LHS
45.00
Concessionaire
1+650
RHS
45.00
1+736
RHS
45.00
1+880
2+890
3+400
LHS
RHS
RHS
45.00
45.00
45.00
3+420
RHS
45.00
3+470
LHS
45.00
3+935
LHS
45.00
4+055
LHS
45.00
4+280
LHS
45.00
4+460
RHS
45.00
4+470
LHS
45.00
4+730
LHS
45.00
4+930
LHS
45.00
4+930
LHS
45.00
5+000
LHS
45.00
5+004
RHS
45.00
5+080
LHS
45.00
5+320
RHS
45.00
5+326
RHS
45.00
5+400
RHS
45.00
5+455
LHS
45.00
5+455
LHS
45.00
5+464
LHS
45.00
5+550
RHS
45.00
5+685
RHS
45.00
5+695
LHS
45.00
5+857
RHS
45.00
5+920
RHS
45.00
5+920
RHS
45.00
5+983
RHS
45.00
6+300
LHS
45.00
6+377
6+412
6+410
6+492
RHS
RHS
RHS
RHS
45.00
45.00
45.00
45.00
6+942
LHS
45.00
6+900
RHS
45.00
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
22.50
22.50
22.50
30.00
30.00
22.50
30.00
30.00
30.00
30.00
30.00
22.50
22.50
22.50
22.50
17.50
17.50
17.50
17.50
C.R. Compound wall
Bus Stand
D.S.M
C.R. wall with Net
Building
Drainage (Canal)
Water Tank
Electric Room & wall
Service Station
C.R. Compound wall
House Otta
Electric Room with Well
C.R.Compound wall
C.R.Compound wall
Electric Room
Water Tank
Canal
Canal
17.50
22.50
22.50
22.50
22.50
C.R. Compound wall with Plaster & Gate
D.S.M
C.R. Compound wall with House
Well with Electric Room & Temple
Well
22.50
22.50
22.50
22.50
22.50
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
Water Tank
Concessionaire
Electric Room with Pump House
Well & Water Tank
Sri Ram Bhojanalai Kitchen Stand
Well
Kitchen Stand
Building Compound wall with Gate
Water Tank
D.S.M Wall
D.S.M Wall with Gate
D.S.M Wall
D.S.M Wall
Canal
Water Tank
Concessionaire
D.S.M. Wall
D.S.M. Wall
30
Concessionaire
Sr. No.
Existing
Side
KM
PROW
Width
From
7+600
RHS
45.00
7+800
RHS
45.00
7+820
LHS
45.00
7+902
LHS
45.00
7+920
RHS
45.00
7+947
LHS
45.00
9+500
LHS
45.00
9+500
RHS
45.00
10+600
LHS
45.00
53
10+860
LHS
54
55
56
57
58
59
10+930
44
45
46
47
48
49
50
51
52
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
Distance
From ECL
& EROW
Water Tank
45.00
30.00
30.00
30.00
30.00
30.00
30.00
22.50
22.50
30.00
30.00
LHS
45.00
30.00
Canal
11+118
LHS
45.00
D.S.M. Wall
11+100
RHS
45.00
22.50
22.50
22.50
22.50
22.50
11+660
LHS
45.00
11+703
LHS
45.00
11+761
LHS
45.00
11+790
LHS
45.00
11+830
RHS
45.00
11+830
RHS
45.00
11+850
LHS
45.00
11+900
LHS
45.00
11+950
11+950
11+960
RHS
LHS
LHS
45.00
45.00
45.00
12+190
LHS
26.00
12+207
LHS
26.00
12+214
LHS
26.00
12+220
LHS
26.00
12+229
LHS
26.00
12+234
LHS
26.00
12+237
LHS
26.00
12+253
LHS
26.00
12+259
LHS
26.00
12+270
LHS
26.00
12+273
LHS
26.00
12+285
LHS
26.00
12+293
LHS
26.00
12+295
LHS
26.00
12+315
LHS
26.00
12+320
LHS
26.00
12+330
LHS
26.00
12+336
LHS
26.00
12+343
LHS
26.00
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
Remark
House with D.S.M. Wall
D.S.M. Wall with Gate
Old House and Well
Canal
Canal
Concessionaire
Canal
Canal
C.R.Compound wall
Concessionaire
Concessionaire
D.S.M. Wall
D.S.M. Wall
D.S.M. Wall
C.R.Compound wall, Master Gate With Grill Dismantled by Concessionaire
D.S.M. Wall, Gate With House
Canal
Canal
Shopping Complex
Well
C.R.Stone Masonry With Polish
D.S.M
House with Shop
D.S.M
House
House G+1
C.R. Compound wall with Water Tank
House
Shop
Shop
Shop
Shop
House With Compound wall
Shop & House
House
Compound wall with Shop
Shop
Shop with Gate
Shop
Shop
C.R.Wall Upto Plinth Level
31
Dismantled & Relocation by Cons.
In progress
Concessionaire
Sr. No.
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
Existing
Side
KM
PROW
Width
From
12+366
LHS
26.00
12+366
LHS
26.00
12+395
LHS
26.00
12+388
LHS
26.00
12+410
LHS
26.00
12+417
LHS
26.00
12+420
LHS
26.00
12+460
LHS
26.00
12+200
RHS
26.00
12+215
RHS
26.00
Distance
From ECL
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
& EROW
C.R.Compound Wall With Gate (School)
Water Tank (School)
Water Tank (School)
School Room
School Room
School Compound Wall
D.S.M
Concessionaire
D.S.M
Bus Stand
Shop with House
12+222
RHS
26.00
12+250
RHS
26.00
12+255
RHS
26.00
12+264
RHS
26.00
12+278
RHS
26.00
12+282
RHS
26.00
12+283
RHS
26.00
12+311
RHS
26.00
12+325
RHS
26.00
12+344
RHS
26.00
12+355
RHS
26.00
12+355
RHS
26.00
12+356
RHS
26.00
12+450
RHS
26.00
12+500
RHS
26.00
12+550
LHS
60.00
12+700
LHS
60.00
12+721
LHS
60.00
12+720
LHS
60.00
12+818
RHS
60.00
12+750
LHS
60.00
12+846
RHS
60.00
12+839
LHS
60.00
12+839
LHS
60.00
12+916
RHS
60.00
12+861
LHS
60.00
12+891
LHS
60.00
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
124
12+953
RHS
60.00
30.00
D.S.M
125
126
127
128
13+000
LHS
60.00
LHS
60.00
13+120
LHS
60.00
13+160
RHS
60.00
30.00
30.00
30.00
30.00
D.S.M
13+075
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
Remark
Shop with House
Shop with House
Shop with House
Shop
House
House
Shop
Sarai
House
Concessionaire
D.S.M
C.R. Compound Wall
Water Tank
House
In progress
Dismantled
In progress
Dismantled
Canal
D.S.M
Canal
Well
D.S.M
D.S.M
Concessionaire
D.S.M
C.R. Compound Wall With Tank
D.S.M
D.S.M
D.S.M
D.S.M
Concessionaire
D.S.M
C.R.Compound Wall
D.S.M
32
Sr. No.
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
Existing
Side
KM
PROW
Width
From
13+215
RHS
60.00
13+314
RHS
60.00
13+344
RHS
60.00
13+383
RHS
60.00
13+420
RHS
60.00
13+520
RHS
60.00
13+610
RHS
60.00
13+610
LHS
60.00
14+016
RHS
60.00
14+016
RHS
60.00
14+010
RHS
60.00
13+980
LHS
60.00
14+035
LHS
60.00
14+085
LHS
60.00
14+066
RHS
60.00
14+097
RHS
60.00
14+184
LHS
60.00
14+232
RHS
60.00
14+315
LHS
60.00
14+390
RHS
60.00
14+416
RHS
60.00
14+425
RHS
60.00
14+670
LHS
60.00
15+062
RHS
60.00
15+068
RHS
60.00
15+068
RHS
60.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
15+205
LHS
60.00
30.00
15+146
RHS
60.00
15+320
LHS
60.00
15+410
LHS
60.00
15+660
LHS
60.00
30.00
30.00
30.00
30.00
15+900
LHS
60.00
30.00
16+452
LHS
60.00
18+400
RHS
60.00
18+950
RHS
60.00
18+970
LHS
60.00
19+060
RHS
60.00
19+080
RHS
60.00
19+087
RHS
60.00
19+730
LHS
60.00
Distance
From ECL
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
22.50
& EROW
D.S.M
Remark
Concessionaire
D.S.M
D.S.M
Water Tank With Piav (Parch)
D.S.M
D.S.M
Canal
Concessionaire
Canal
Water Tank
Water Tank
Concessionaire
D.S.M
D.S.M
D.S.M
C.R.Wall With Plaster
D.S.M
Concessionaire
D.S.M
D.S.M
Concessionaire
D.S.M
Well
D.S.M
Concessionaire
D.S.M
D.S.M
D.S.M
D.S.M. Kelu House
D.S.M
Well
House, Compound Wall With Gril
Shop
Concessionaire
Concessionaire
D.S.M
D.S.M
Concessionaire
D.S.M
C.R.Stone Masonry Canal
Electric Meter Room
Concessionaire
Concessionaire
Shop with Building
Drainage with Plaster including Culvert
D.S.M
D.S.M
D.S.M
Shopping Complex
C.R.Compound Wall With Plaster
33
Sr. No.
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
Existing
Side
KM
PROW
Width
From
19+840
LHS
60.00
19+940
RHS
60.00
19+943
LHS
60.00
19+961
LHS
60.00
20+020
RHS
60.00
20+035
LHS
60.00
20+043
RHS
60.00
20+066
RHS
60.00
20+045
LHS
60.00
20+083
RHS
60.00
20+089
RHS
60.00
20+095
RHS
60.00
20+109
RHS
60.00
20+170
RHS
60.00
20+176
RHS
60.00
20+200
RHS
60.00
20+205
RHS
60.00
20+204
RHS
60.00
20+225
RHS
60.00
20+230
RHS
60.00
20+027
LHS
60.00
20+074
LHS
60.00
20+085
LHS
60.00
20+088
LHS
60.00
20+100
LHS
60.00
20+114
LHS
60.00
20+125
LHS
60.00
20+149
LHS
60.00
20+160
LHS
60.00
20+169
LHS
60.00
20+190
LHS
60.00
20+200
23+820
25+020
LHS
RHS
RHS
60.00
60.00
60.00
25+020
LHS
60.00
25+550
LHS
60.00
25+592
LHS
60.00
25+592
LHS
60.00
25+638
RHS
60.00
25+647
RHS
60.00
25+710
LHS
60.00
25+682
RHS
60.00
25+707
RHS
60.00
25+725
RHS
60.00
Distance
From ECL
22.50
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
& EROW
Remark
Concessionaire
Concessionaire
Canal
Canal
House
D.S.M
Shopping Complex
C.R. Masonry Otta
Septic Tank
House G+1
House
Shop & Compound Wall
House & Shop
Water Tank
House & Shop
Shop & House
Shop & House with Otta
Shop & House
Piyau Tank Room
Piyau Tank
Shop
Shop With Otta
C.R. Compound Wall
STD Both
Shop With Otta
Water Tank With C.R. Compound Wall
Water Tank
D.S.M
House
C.R. Compound Wall With Gate & G.I Shed
House Otta
Shop
D.S.M
Concessionaire
Canal
Canal
D.S.M
Water Tank
Water Tank
C.R. Compound wall With Gate
D.S.M
Water Tank With Bothroom
D.S.M
D.S.M
C.R. Compound wall
34
Existing
Side
KM
PROW
Width
From
25+740
LHS
60.00
25+770
LHS
60.00
27+225
RHS
60.00
27+290
LHS
60.00
27+400
LHS
60.00
27+870
RHS
60.00
27+880
RHS
60.00
27+960
LHS
60.00
27+960
RHS
60.00
222
29+466
LHS
26.00
30.00
Canal
223
29+530
LHS
26.00
30.00
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
244
245
246
247
248
249
250
251
252
29+548
LHS
26.00
C.R. Compound wall & Plaster with Gate
29+560
LHS
26.00
29+565
LHS
26.00
29+571
LHS
26.00
29+583
LHS
26.00
29+590
LHS
26.00
29+596
LHS
26.00
29+599
LHS
26.00
29+602
LHS
26.00
29+608
LHS
26.00
29+540
RHS
26.00
29+551
RHS
26.00
29+552
RHS
26.00
29+620
RHS
26.00
29+635
RHS
26.00
29+638
RHS
26.00
29+780
RHS
60.00
29+820
LHS
60.00
29+820
LHS
60.00
29+832
LHS
60.00
29+833
LHS
60.00
29+820
RHS
60.00
29+850
RHS
60.00
29+860
RHS
60.00
29+920
RHS
60.00
29+930
RHS
60.00
29+930
RHS
60.00
29+960
RHS
60.00
29+662
RHS
60.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
Sr. No.
213
214
215
216
217
218
219
220
221
Distance
From ECL
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
& EROW
Remark
House Otta
Water Tank
Water Tank
Police Cabin
D.S.M
Water Tank
Canal
Canal
House
House
C.R. Compound wall & Plaster with Gate
House
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
House
House
Concessionaire
Dismantled
& Reconstructed by
Concessionaire
House
House
House
C.R. Compound wall
C.R. Wall Upto Plinth Level
House Otta
House Otta
House
House
Water Tank
Concessionaire
Concessionaire
Concessionaire
Dismantled
& Reconstructed by
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Dismantled
& Reconstructed by
Concessionaire
C.R. Wall
House
C.R. Compound wall
House with Gate
House
Bathroom
C.R. Compound wall
D.S.M
Bricks Wall
D.S.M
35
Sr. No.
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
Existing
Side
KM
PROW
Width
From
29+975
RHS
60.00
29+996
RHS
60.00
30+012
RHS
60.00
30+000
RHS
60.00
30+027
RHS
60.00
30+230
RHS
60.00
30+038
RHS
60.00
30+065
RHS
60.00
30+080
RHS
60.00
30+100
RHS
60.00
30+107
RHS
60.00
30+112
RHS
60.00
30+093
LHS
60.00
30+120
LHS
60.00
30+131
LHS
60.00
30+380
RHS
60.00
30+435
RHS
60.00
30+450
RHS
60.00
31+620
LHS
60.00
31+150
LHS
60.00
31+530
RHS
60.00
Distance
From ECL
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
& EROW
Remark
C.R. Compound wall
House
D.S.M
D.S.M
Brick wall
C.R.Compound wall
House
House
House
House, Shop with Otta
Sarai
Water Tank
Main Gate
Concessionaire
Tar Fencing
31+550
RHS
60.00
31+610
RHS
60.00
31+700
RHS
60.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
277
31+707
RHS
60.00
30.00
Water Tank
278
31+730
RHS
60.00
30.00
C.R. Wall and Plaster with Gate
31+800
RHS
60.00
30.00
C.R. Compound wall and Plaster with Gate Dismantled by Concessionaire
31+840
RHS
60.00
RHS
60.00
31+578
LHS
60.00
31+595
LHS
60.00
31+625
LHS
60.00
31+632
LHS
60.00
31+652
LHS
60.00
31+840
LHS
60.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
Drainage
31+566
34+190
RHS
60.00
31+190
RHS
60.00
35+190
LHS
60.00
279
280
281
282
283
284
285
286
287
288
289
290
291
292
293
294
35+190
RHS
60.00
35+250
LHS
60.00
35+250
RHS
60.00
35+265
RHS
60.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
C.R. Wall with Otta
Drainage
Panchayat Board
C.R. Compound wall with Otta
Toilet & Bathroom
Concessionaire
G.I. Shed with Otta
Water Tank
Toilet & Bathroom
House
Toilet & Bathroom
P.C.C. Platform
Drainage
Concessionaire
Tea Stall
Existing Approch Culvert Head wall
Pakka Otta (Drinking Water Supply)
Brick Coolum
Tea Stall
36
Sr. No.
295
296
297
298
299
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
321
322
323
324
325
326
327
328
329
330
331
332
333
334
Existing
Side
KM
PROW
Width
From
37+430
RHS
60.00
37+430
RHS
60.00
37+440
RHS
60.00
38+730
RHS
60.00
38+730
RHS
60.00
41+900
LHS
60.00
41+980
LHS
60.00
41+970
LHS
60.00
42+040
RHS
60.00
42+590
RHS
60.00
43+340
RHS
60.00
43+350
RHS
60.00
43+700
RHS
60.00
43+730
RHS
60.00
43+710
LHS
60.00
44+000
LHS
60.00
44+020
LHS
60.00
44+032
LHS
60.00
44+030
LHS
60.00
44+140
RHS
60.00
44+180
RHS
60.00
44+180
RHS
60.00
44+220
RHS
60.00
44+288
LHS
60.00
44+330
RHS
60.00
44+327
LHS
60.00
44+953
LHS
60.00
45+005
LHS
60.00
44+992
RHS
60.00
45+110
LHS
60.00
46+450
LHS
60.00
46+468
LHS
60.00
46+470
LHS
60.00
47+040
RHS
60.00
47+090
RHS
60.00
47+100
RHS
60.00
47+160
RHS
60.00
47+236
LHS
26.00
47+252
LHS
26.00
47+285
LHS
26.00
Distance
From ECL
30.00
30.00
30.00
30.00
30.00
12.50
12.50
12.50
12.50
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
& EROW
Remark
C.R.Masonry with Plaster
Concessionaire
House
Dismantled
House
Dismantled
Sangas Bus Stop
Dismantled
Tea Stall (Stand)
Dismantled
Dismantled
Dismantled
Water Tank
Dismantled
C.R. Compound wall
D.S.M
Dismantled
Concessionaire
Tar Fencing
Gate
C.R. Compound wall
D.S.M
Concessionaire
C.R. Compound wall
C.R. Compound wall
Water Tank
Canal
House
Dismantled
Approach Head wall (2 Nos)
Water Tank
Concessionaire
D.S.M
D.S.M
Dismantled
D.S.M
Water Tank
Dismantled
Concessionaire
Concessionaire
Weigh Bridge Otta
M.S. Gril
D.S.M
Gate with D.S.M
G.I. Shad with C.R.Compound wall
C.R. Compound wall with plaster
Bus Stop (Sarai)
Petrol Pump Holding
Water Tank
D.S.M
37
Sr. No.
335
336
337
338
339
340
341
342
343
344
345
346
347
348
349
350
351
352
353
354
355
356
357
358
359
360
361
362
363
364
365
366
367
368
369
370
371
372
373
374
375
376
377
378
379
380
Existing
Side
KM
PROW
Width
From
47+280
RHS
26.00
47+286
RHS
26.00
47+320
LHS
26.00
47+350
LHS
26.00
47+370
LHS
26.00
47+360
RHS
26.00
47+374
RHS
26.00
47+318
RHS
26.00
47+395
RHS
26.00
47+403
RHS
26.00
47+416
RHS
26.00
47+426
RHS
26.00
47+440
RHS
26.00
47+455
RHS
26.00
47+466
RHS
26.00
47+472
RHS
26.00
47+497
RHS
26.00
47+505
RHS
26.00
47+512
RHS
26.00
47+518
RHS
26.00
47+520
RHS
26.00
47+534
RHS
26.00
47+555
RHS
26.00
47+576
RHS
26.00
47+595
RHS
26.00
47+605
RHS
26.00
47+390
LHS
26.00
47+395
LHS
26.00
47+407
LHS
26.00
47+420
LHS
26.00
47+475
LHS
26.00
47+484
LHS
26.00
47+520
LHS
26.00
47+520
LHS
26.00
47+540
47+540
47+575
47+587
47+599
47+604
47+692
47+696
47+700
47+707
47+737
47+770
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
Distance
From ECL
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
22.50
22.50
22.50
22.50
22.50
22.50
& EROW
Remark
D.S.M
Concessionaire
D.S.M
Dismantled
Water Tank
G.I. Shad with Otta
C.R.wall with Gate
Brick Compound wall with Gate
Drain
House and Otta
House
House and Shop with Gate
Shop with Otta
House
Shop with Otta
Pakka Brick House with Roof and Gate
House wigh stone patti roof
House & Shop
Soil wall
Shop wigh stone patti roof
House with Tea Shop
Shop with Stone patti roof
C.R. Compound wall with gate & Gril
Water Tank
Shop Varanda with Stone Roof
C.R. Compound wall
Water Tank
D.S.M
D.S.M
Varanda with Water Tank
Tea House
Bus Stand
Security Cabin
Shop
Panchayat Otta
Shopping Complex
G.I. Shad
Brick wall
Otta with G.I.Shad
D.S.M. wall with Gate
Compound wall with Water Tank
Shopping Complex
38
Sr. No.
381
382
383
384
385
386
387
388
389
390
391
392
393
394
395
396
397
398
399
400
401
402
403
404
405
406
407
408
409
410
411
412
413
414
415
416
417
418
419
420
421
422
423
424
425
426
427
428
429
Existing
Side
KM
PROW
Width
From
Distance
From ECL
47+790
47+802
47+819
47+870
47+898
47+902
47+908
47+923
47+916
47+650
47+680
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
RHS
RHS
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
47+710
RHS
26.00
47+738
47+763
47+728
47+800
47+940
47+969
48+000
48+000
48+105
48+205
48+600
48+621
48+540
48+520
48+563
49+200
RHS
RHS
RHS
RHS
RHS
RHS
RHS
RHS
RHS
RHS
RHS
RHS
LHS
LHS
LHS
RHS
26.00
26.00
26.00
26.00
26.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
49+370
LHS
60.00
49+475
49+545
49+590
RHS
RHS
LHS
60.00
60.00
60.00
50+098
RHS
60.00
50+050
LHS
60.00
50+780
50+785
50+785
50+840
51+118
LHS
LHS
RHS
LHS
RHS
60.00
60.00
60.00
60.00
60.00
51+250
51+480
51+584
52+088
52+140
52+450
52+365
52+600
52+615
52+760
RHS
LHS
RHS
RHS
LHS
RHS
LHS
LHS
LHS
LHS
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
& EROW
Remark
Shop
Shop with Varanda
D.S.M
Water Tank with C.R. Compound wall
Water Tank
Otta Platform by Stone Patti
Shop
C.R. Wall upto Plinth Level
Vehicle Ramp for shop
Compound wall with Gate & Otta
Shop with Compound wall & Small House
Shop with Otta with G.I. Shad
Water Tank
Shop with Otta
Bus Stand
D.S.M with Gate
D.S.M with Gate
D.S.M
Shop & Compound wall
Water Tank
Tar Fencing & Gate
D.S.M
Water Tank
Compound wall & Water Supply Line
Building
Tea Stand
Tea Stall
Kitchen Stand with Water Tank
Water Tank
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Concessionaire
Dismantled
Dismantled
Dismantled
C.R. Compound wall
Dismantled
C.R. Stone Compound wall with Gate
Dismantled
Dismantled
Water Tank
Gate
Tea Stall with Stand
D.S.M
Well
Water Tank & Compound wall with Gate
Compound wall & Water Tank
House
D.S.M
Water Tank
D.S.M
Water Tank
D.S.M
Water Tank
C.R. Stone Wall
D.S.M
39
Concessionaire
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Sr. No.
430
431
432
433
434
435
436
437
438
439
440
441
442
443
444
445
446
447
448
449
450
451
452
453
454
455
456
457
458
459
460
461
462
463
464
465
466
467
468
469
470
471
472
473
474
475
476
477
478
479
480
Existing
Side
KM
PROW
Width
From
Distance
From ECL
52+900
53+102
53+260
53+845
53+897
54+351
54+340
54+450
54+360
54+388
54+470
54+507
54+530
54+534
54+539
54+550
54+550
54+550
54+620
54+624
54+675
54+715
54+855
54+870
54+906
54+902
54+910
55+070
56+445
59+318
59+750
59+850
59+900
59+900
59+960
60+700
61+353
61+374
61+371
61+435
61+320
64+045
64+180
65+433
65+550
65+610
65+818
65+855
65+953
65+953
66+715
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
22.50
22.50
22.50
22.50
22.50
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
LHS
RHS
RHS
LHS
RHS
RHS
LHS
RHS
LHS
LHS
RHS
RHS
LHS
LHS
RHS
RHS
RHS
LHS
LHS
RHS
RHS
LHS
RHS
LHS
RHS
LHS
RHS
RHS
LHS
LHS
RHS
LHS
LHS
LHS
LHS
LHS
RHS
RHS
RHS
RHS
RHS
RHS
LHS
LHS
LHS
LHS
RHS
RHS
LHS
RHS
RHS
& EROW
C.R.Wall with Gate
Gate
G.I. Shad & Hotal Compound wall
D.S.M
D.S.M
Water Tank
D.S.M
D.S.M
C.R. Stone wall
C.R. Stone wall
Bus Stand
Shop & Water Tank
D.S.M. with Gate
House with Gate
Water Tank
House
D.S.M
C.R. Compound wall
House (Stone Masonry)
D.S.M
D.S.M
Water Tank
Canal
Canal
D.S.M
Water Tank
House
Well
School ,Compound wall
House & Compound wall
House & D.S.M
Water Tank
D.S.M
C.R. Boundary wall
Soil wall
G.I.Shad with Otta
Water Line Chamber
D.S.M
Drain Culvert Approach
Canal
D.S.M
D.S.M
D.S.M
D.S.M
D.S.M
Canal
Canal
Water Tank
40
Remark
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Dismantled
Concessionaire
Dismantled
Dismantled
Dismantled
Filled
Concessionaire
Dismantled
Dismantled
Dismantled
Dismantled
Concessionaire
Concessionaire
Sr. No.
481
482
483
484
485
486
487
488
489
490
491
492
493
494
495
496
497
498
499
500
501
502
503
504
505
506
507
508
509
510
511
512
513
514
515
516
517
518
519
520
521
522
523
524
525
526
527
528
529
530
531
Existing
Side
KM
PROW
Width
From
71+105
RHS
60.00
71+235
71+355
71+500
71+585
71+640
71+680
71+700
71+740
71+960
73+050
73+110
73+260
73+230
73+420
73+420
73+350
73+485
73+540
73+490
73+554
73+660
73+800
73+805
73+807
74+035
74+075
74+133
74+160
74+223
74+230
74+244
74+246
74+277
74+282
74+305
74+321
74+329
74+325
74+367
74+395
74+403
74+450
74+461
74+480
74+493
74+496
74+499
74+502
74+505
74+508
LHS
LHS
LHS
LHS
RHS
RHS
RHS
LHS
LHS
RHS
LHS
LHS
RHS
LHS
LHS
RHS
LHS
RHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
Distance
From ECL
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
12.50
12.50
12.50
& EROW
Remark
D.S.M
D.S.M
D.S.M
D.S.M
Water Tank
C.R.wall
D.S.M
Canal
Bus Stand with Otta
C.R. Stone wall with Gate
Water Tank
Water Tank
Water Tank
D.S.M
Water Tank
Water Tank
D.S.M
C.R.wall with Gate
D.S.M
C.R.wall
Gate & Pillar
Water Tank
Pump House & Electric Room
Water Tank
D.S.M
C.R. Masonry
C.R. Masonry
Service Station
Tea Stall Stand
C.R. Compound & Gate
House & Shop
Water Tank
House
D.S.M
C.R. wall & Gate
Shop & House Otta
House & Otta
Compound wall
Water Tank
Water Pyaui
C.R. wall
C.R. wall up to Plinth Level
Animal's Hospital
C.R. wall up to Plinth Level
Pump House
Shop & Otta
Shop & Otta
Shop & Otta
Shop & Otta
Shop & Otta
Shop & Otta
41
Concessionaire
Dismantaled
Dismantaled
Sr. No.
532
533
534
535
536
537
538
539
540
541
542
543
544
545
546
547
548
549
550
551
552
553
554
555
556
557
558
559
560
561
562
563
564
565
566
567
568
569
570
571
572
573
574
575
576
577
578
579
Existing
Side
KM
PROW
Width
From
Distance
From ECL
74+511
74+514
74+520
74+525
74+528
74+530
74+700
74+815
74+827
74+085
74+122
74+151
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
RHS
RHS
RHS
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
12.50
12.50
12.50
12.50
12.50
12.50
12.50
22.50
22.50
22.50
22.50
22.50
74+169
RHS
26.00
74+180
74+195
RHS
RHS
26.00
26.00
74+212
RHS
26.00
74+228
74+236
74+874
74+960
74+993
75+005
75+030
75+171
75+150
75+190
75+368
75+185
75+460
75+510
75+510
75+580
75+598
76+336
76+400
76+403
76+490
76+525
77+730
77+780
78+923
79+076
RHS
RHS
LHS
LHS
LHS
LHS
LHS
LHS
RHS
LHS
LHS
RHS
RHS
RHS
RHS
RHS
RHS
LHS
RHS
RHS
LHS
LHS
RHS
RHS
LHS
LHS
26.00
26.00
26.00
26.00
26.00
26.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
79+195
LHS
60.00
30.00
D.S.M
79+298
RHS
60.00
30.00
79+390
RHS
60.00
79+418
79+410
79+422
RHS
LHS
RHS
60.00
60.00
60.00
22.50
22.50
22.50
30.00
30.00
30.00
30.00
& EROW
Shop & Otta
Vishram Gruh
Shop & Otta
Bus Stand
Toilet Bathroom
Well
Gurla village Pond Stone Masonry wall
Gurla village Pond R.E.Wall
Gurla village Pond R.E.Wall
Animal Hospital Compound wall
Compound wall upto Plinth
Canal (Drainage)
Otta (House) C.R. Upto Plinth
Remark
Dismantaled
Dismantaled
Dismantaled
Concessionaire
Dismantaled
Concessionaire
Dismantaled
House Brick Compound wall with Plaster
D.S.M
Compound wall
C.R. wall
Building
Building
C.R. Compound wall
Canal
Canal
Water Tank
Canal
D.S.M
C.R. wall with Gate
Canal
Water Tank
Water Tank
Water Tank (Piyau)
C.R. Compound wall Plaster with Gate
Water Tank
Water Tank
Water Tank with Stand & Borewell
D.S.M
Concessionaire
Dismantaled
Concessionaire
Concessionaire
Concessionaire
D.S.M
D.S.M
House
42
Concessionaire
Dismantled
Sr. No.
580
581
582
583
584
585
586
587
588
589
590
591
592
593
594
595
596
597
598
599
600
601
602
603
604
605
606
607
608
Existing
Side
KM
PROW
Width
From
Distance
From ECL
79+430
79+437
79+444
79+451
79+462
79+460
79+467
79+510
79+538
79+542
79+570
79+573
79+573
79+613
79+705
79+755
79+805
79+863
79+862
80+000
80+230
80+230
80+320
80+350
80+357
80+372
80+377
80+359
80+445
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
30.00
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
22.50
RHS
RHS
RHS
RHS
LHS
LHS
LHS
RHS
RHS
LHS
LHS
LHS
LHS
LHS
RHS
RHS
LHS
LHS
RHS
LHS
LHS
LHS
LHS
RHS
RHS
RHS
RHS
LHS
LHS
& EROW
House
House
House
House
Drinking Water Stand
C.R. Wall
C.R. Wall
Water Chamber
Well
Room
Water Tank
C.R. Compound wall
Water Tank
Water Tank
D.S.M
D.S.M
D.S.M
D.S.M
D.S.M
D.S.M
Water Tank
Brick Compound wall
Security Cabin
Bricks wall
D.S.M
D.S.M
43
Remark
Dismantled
Dismantled
Dismantled
Dismantled
Concessionaire
LIST OF RELIGIOUS STRUCTURES WHICH ARE FALLING WITHIN EROW/PROW
Sr. No.
D.
SIDE
CHAINAGE
DESCRIPTION
APROXIMATE
PLINTH AREA
(Sqm.)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
1+550
5+100
5+405
5+550
5+550
5+552
11+950
12+468
14+422
14+420
15+200
18+730
20+190
20+165
29+466
29+475
29+475
29+520
29+550
29+650
30+030
30+065
30+062
30+075
30+100
31+615
31+730
31+820
31+652
42+040
43+710
44+120
44+270
44+985
45+310
47+890
47+760
49+390
49+430
RHS
RHS
RHS
RHS
LHS
LHS
RHS
LHS
RHS
RHS
LHS
RHS
RHS
LHS
LHS
LHS
LHS
LHS
RHS
LHS
LHS
RHS
RHS
RHS
LHS
RHS
RHS
RHS
LHS
LHS
RHS
RHS
RHS
LHS
LHS
LHS
RHS
RHS
RHS
Open Temple
Temple
Temple
Open Temple
Open Temple
Open Temple
Temple
Open Temple
Open Temple
Open Temple
Temple
Open Temple
Tree Otta
Tree Otta
Temple Sarai
Open Temple
Open Temple
Open Temple
Open Temple
Open Temple
Open Temple
Open Temple (Havan Kund)
Open Temple
Open Temple
Open Temple
Open Temple
Open Temple
Tree Otta with Temple
Tree Round Otta
Open Temple
Open Temple
Tree Otta
Open Temple
Tree Otta
Open Temple
Tree Otta
Tree Otta
Open Temple
Tree Otta
2x2
1x1
1x1
1.8x1.7
1.8x1.5
1.6x1.7
6.7x1.25
1.5x2
5.5x9
2x2
3.9x3.7
2x2
1.9x2.1
2.6x2
12.3x6
6.7x3.7
2.5x2.5
10.2x3.3
0.7x0.7
0.9x0.9
4.5x4
1.5x1.5
3.1x6
1.5x1.5
1.8x2
2.6x2.6
1.3x1.3
3.3x3.1
3.300
3.2x2.7
3x2.8
4.400
1.9x1.9
3.400
3.6x1.6
1.5x3
1.5x2
2.7x2.5
5.5x5.2
40
50+772
RHS
Temple Otta & Water Tank
7.2x27.7
41
42
43
44
45
46
47
50+782
50+805
50+840
54+570
54+610
54+612
54+720
RHS
RHS
LHS
LHS
LHS
LHS
LHS
Open Temple
Open Temple
Open Temple
Tree Otta
Open Temple
Open Temple
Open Temple
8.3x6
2.7x2.4
3x2.7
4.7x4.7
1.6x1.7
0.8x0.8
2.3x1.5
44
Remark
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Dismantaling
Relocated
Relocated
Relocated
Relocated
Dismantaling
Dismantaling
Relocated
Relocated
Relocated
Relocated
Dismantaling
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
LIST OF RELIGIOUS STRUCTURES WHICH ARE FALLING WITHIN EROW/PROW
Sr. No.
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
D.
SIDE
CHAINAGE
56+380
56+428
59+330
59+345
59+950
59+950
59+953
61+600
64+030
65+198
71+660
73+815
73+830
74+370
74+878
74+961
75+220
75+393
75+385
75+500
75+580
75+591
75+602
75+980
76+050
76+330
76+332
76+335
77+730
79+048
79+463
79+516
79+540
79+652
79+851
LHS
RHS
RHS
RHS
LHS
LHS
LHS
RHS
RHS
LHS
RHS
RHS
RHS
LHS
LHS
LHS
LHS
LHS
LHS
LHS
RHS
RHS
RHS
LHS
LHS
RHS
RHS
RHS
RHS
LHS
LHS
RHS
LHS
RHS
LHS
DESCRIPTION
APROXIMATE
PLINTH AREA
(Sqm.)
Open Temple
Tree Otta
Open Temple
Open Temple
Temple
Open Temple
Open Temple
Open Temple and Otta
Tree Otta
Tree Otta
Open Temple
Tree Otta
Tree Otta
Tree Otta
Open Temple
Temple Sarai
Open Temple
Temple Tiger
Chamundda Mata Temple
Open Temple
Temple Sarai
Bajrang Temple
Temple Otta
Tree Otta
Open Temple
Open Temple
Open Temple
Open Temple
Temple Otta
Open Temple
Tree Otta
Open Temple
Open Temple
Temple
Open Temple
4.7x4.7
5x5
2.5x2.35
1.45x1.4
3.45x2.45
1.9x2.1
2.2x1.95
10.6x6
3.000
5.800
4.4x1.7
2.700
4.200
13x16
1x1
7x3.5
3.25x3.5
1.2x1.6
9.5x11
2.1x2.1
11x8
7.3x12
11.6x3.5
2.8x2.8
8x4.2
1.3x1.5
1.5x1.5
2x2
6x5.3
2.1x3
1x1
2x2.5
2.3x3.2
3x3
4x3.2
45
Remark
Relocated at Ch 56+360(LHS)
Relocated
Relocated at Ch 59+370(RHS)
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated
Relocated at Ch 79+050(LHS)
Relocated at (LHS)
Relocated
Relocated
Relocated
LIST OF ADDITIONAL RELIGIOUS STRUCTURES/WATER TANKS WHICH ARE FALLING WITHIN EROW/PROW
Dimension
Sr.
No.
Chainage
Side
Distance
From PCL
1
1+520
RHS
7.000
2
1+720
RHS
3
3+400
RHS
4
5+370
RHS
5
5+375
RHS
8.000
Open Temple
1.200
1.500
1.800
Open Temple
6
5+420
LHS
12.000
Open Temple
1.200
1.200
1.440
Open Temple
7
5+930
RHS
13.000
Water Tank
3.500
1.000
3.500
Water Tank
8
6+600
RHS
9.800
Water Tank
3.500
2.000
7.000
Water Tank
9
7+700
LHS
0.000
Water Tank
1.500
1.500
2.250
Water Tank
10
7+880
RHS
1.000
Water Tank
3.500
1.000
3.500
Water Tank
11
8+410
RHS
15.000
Open Temple
1.500
1.500
2.250
Open Temple
12
8+415
RHS
14.400
Open Temple
2.000
2.000
4.000
Open Temple
13
8+485
LHS
19.800
Open Temple
2.500
2.000
5.000
Open Temple
14
10+900
LHS
13.000
Open Temple
1.500
1.300
1.950
Open Temple
15
11+795
LHS
14.800
Open Temple
8.000
3.000
24.000
Open Temple
16
11+860
LHS
1.000
Water Tank
4.500
1.500
6.750
Water Tank
17
12+910
RHS
5.500
Water Tank
1.500
1.500
2.250
Water Tank
18
12+910
RHS
5.500
Water Tank
4.700
1.500
7.050
Water Tank
19
13+230
RHS
20.000
Open Temple
1.000
1.000
1.000
Open Temple
20
13+240
RHS
19.000
Open Temple
2.500
3.000
7.500
Open Temple
21
13+240
RHS
24.000
Open Temple
1.000
1.000
1.000
Open Temple
22
13+240
RHS
25.000
Open Temple
1.000
1.000
1.000
Open Temple
23
14+520
RHS
11.300
Water Tank
8.500
1.700
14.450
Water Tank
Description
Remarks
Length
(m)
Width
(m)
Plinth Area
(Sqm)
Water Tank
5.000
1.000
5.000
Water Tank
14.700
Open Temple
4.400
2.600
11.440
Open Temple
12.500
Water Tank
3.200
1.500
4.800
Water Tank
8.000
Open Temple
1.000
1.000
1.000
Open Temple
Status
Reconstructed & Relocated
by Concessionaire
by Concessionaire
Dismantaled
Reconstructed & Relocated by
Concessionaire
Dismantaled
Concessionaire
Concessionaire
Concessionaire
Concessionaire
24
15+080
RHS
4.000
Water Tank
3.800
1.650
6.270
Water Tank
25
15+080
RHS
4.100
Water Tank
0.900
0.900
0.810
Water Tank
26
15+070
RHS
20.000
Water Tank
1.100
1.100
1.210
Water Tank
27
15+100
RHS
19.300
Open Temple
1.250
0.900
1.125
Open Temple
28
15+150
RHS
13.000
Open Temple
1.200
0.900
1.080
Open Temple
29
16+030
LHS
21.500
Water Tank
8.500
1.500
12.750
Water Tank
30
19+700
RHS
16.500
Water Tank
24.000
2.000
48.000
Water Tank
31
20+220
RHS
5.000
Water Tank
1.500
1.500
2.250
Water Tank
32
22+500
LHS
6.000
Open Temple
2.350
1.750
4.113
Open Temple
33
23+700
RHS
10.000
Open Temple
0.550
0.550
0.303
Open Temple
34
23+700
RHS
10.300
Water Tank
3.500
4.000
14.000
Water Tank
35
23+840
LHS
25.600
Open Temple
2.000
2.000
4.000
Open Temple
36
24+280
LHS
10.000
Water Tank
8.500
2.000
17.000
Water Tank
37
24+280
RHS
10.500
Water Tank
8.450
1.900
16.055
Water Tank
38
25+110
RHS
11.000
Open Temple
2.000
2.000
4.000
Open Temple
39
25+120
RHS
11.000
Open Temple
1.600
1.600
2.560
Open Temple
40
25+640
LHS
15.000
Water Tank
3.000
1.500
4.500
Water Tank
41
25+760
LHS
13.400
Water Tank
1.500
0.600
0.900
Water Tank
Concessionaire
42
26+000
RHS
12.300
Water Tank
2.500
1.500
3.750
Water Tank
Concessionaire
43
26+450
LHS
29.000
Water Tank
5.500
1.500
8.250
Water Tank
Concessionaire
44
45
46
47
48
49
27+900
27+940
28+170
28+180
28+930
29+800
RHS
LHS
RHS
LHS
RHS
RHS
0.000
23.000
13.000
20.000
11.800
11.800
Water Tank
Water Tank
Water Tank
Open Temple
Open Temple
Water Tank
3.300
3.500
0.800
7.000
1.450
4.600
3.300
1.800
0.800
3.800
1.450
1.600
10.890
6.300
0.640
26.600
2.103
7.360
Water Tank
Water Tank
Water Tank
Open Temple
Open Temple
Water Tank
Concessionaire
50
30+200
LHS
7.000
Open Temple
2.000
2.000
4.000
Open Temple
51
30+200
RHS
15.000
Open Temple
1.500
1.500
2.250
Open Temple
52
30+380
RHS
5.000
Open Temple
5.000
2.000
10.000
Open Temple
53
31+260
RHS
16.000
Water Tank
3.000
3.000
9.000
Water Tank
54
31+340
LHS
23.000
Water Tank
5.000
3.000
15.000
Water Tank
55
31+580
RHS
23.000
Open Temple
1.500
1.500
2.250
Open Temple
56
31+600
RHS
8.000
Water Tank
2.400
1.000
2.400
Water Tank
57
31+620
LHS
22.000
Water Tank
2.500
1.000
2.500
Water Tank
58
31+640
RHS
6.000
Water Tank
2.500
1.500
3.750
Water Tank
46
Concessionaire
by Concessionaire
by Concessionaire
by Concessionaire
Concessionaire
Dimension
Sr.
No.
Chainage
Side
Distance
From PCL
59
31+650
RHS
5.000
60
31+700
RHS
61
31+800
RHS
62
63
64
65
66
67
68
35+250
37+800
41+040
41+800
41+820
42+040
44+925
69
70
Description
Remarks
Length
(m)
Width
(m)
Plinth Area
(Sqm)
Open Temple
2.000
2.000
4.000
Open Temple
1.000
Tree otta with temple
3.300
3.100
10.230
Open Temple
8.500
Water Tank
3.300
1.500
4.950
Water Tank
RHS
RHS
LHS
LHS
LHS
RHS
RHS
14.000
11.000
0.000
2.000
9.300
5.500
16.000
Open Temple
Open Temple
Open Temple
Open Temple
Open Temple
Open Temple
Open Temple
2.300
1.600
3.400
2.750
1.850
2.700
1.300
2.800
1.600
2.300
2.750
1.850
3.000
1.500
6.440
2.560
7.820
7.563
3.423
8.100
1.950
Open Temple
Open Temple
Open Temple
Open Temple
Open Temple
Open Temple
Open Temple
45+310
LHS
15.000
Water Tank
3.000
2.000
6.000
Water Tank
48+635
LHS
6.000
Water Tank
5.000
1.000
5.000
Water Tank
71
49+570
LHS
13.000
Open Temple
1.650
1.700
2.805
Open Temple
72
49+570
LHS
13.000
Open Temple
1.000
1.000
1.000
73
52+115
RHS
15.000
Samadhi
1.300
2.500
3.250
Open Temple
Reconstructed at Km 52+120 Outside
RHS ROW
74
52+857
RHS
8.500
Hanuman Mandir
2.300
2.300
5.290
Grill Over Chabutara & Tin Shed
75
52+857
RHS
12.000
Hawan Kund
2.545
With above Hanuman Mandir (Circular)
76
53+120
RHS
17.000
Mogima Mandir
3.150
1.750
5.513
Open Temple
77
53+318
RHS
30.000
Mata Ji Ka Mandir
1.400
4.400
6.160
Open Temple (Inside ROW)
78
53+378
RHS
20.100
Mata Ji Ka Mandir
2.050
0.500
1.025
Open Temple
79
80
54+229
57+727
RHS
LHS
21.000
2.250
Puraj Mandir
Babaji Temple
1.400
2.500
1.400
2.100
1.960
5.250
Open Temple
Relocated at Km 55+726 (LHS)
Open Temple
Dia 1.8 m
81
59+912
RHS
23.000
Hanuman Mandir
2.700
2.000
5.400
82
59+969
LHS
24.000
Patwari Ki Bharu Ji
0.800
0.800
0.640
Open Temple
83
59+990
C/L
0.000
Mata Ji Ka Mandir
3.300
3.300
10.890
Open Temple
84
60+000
LHS
14.500
Chabutara
6.250
4.600
28.750
Chabutara
85
60+011
LHS
14.500
Jatla Mata Ji Ka Mandir
2.000
2.200
4.400
Open Temple
86
87
60+303
60+313
LHS
LHS
13.500
14.000
Ala Baba Ka Mandir
Purwaj Mandir
1.650
1.500
1.500
1.650
2.475
2.475
Open Temple
Open Temple
88
61+610
LHS
27.000
Pir Baba
0.750
0.900
0.675
Open Temple
89
61+612
LHS
22.000
Hanuman Mandir
0.500
0.500
0.250
Open Temple
90
61+625
LHS
27.000
Babaji Saheb
4.250
3.200
13.600
Open Temple
91
61+625
LHS
17.000
Babaji Saheb
7.700
3.500
26.950
Prasad Ghar
92
61+625
LHS
17.000
Babaji Saheb
5.000
2.500
12.500
Prasad Ghar
93
61+633
LHS
28.000
Puraj Mandir
0.700
0.700
0.490
Open Temple
94
61+634
LHS
24.000
Ramdev Ji Ka Mandir
0.850
0.650
0.553
Open Temple
95
61+635
LHS
27.000
Bajrangbali
1.150
0.750
0.863
Open Temple
96
61+635
LHS
25.000
Devi ji Ka Mandir
0.900
0.650
0.585
Open Temple
97
61.635
LHS
22.000
Tulsi Mandir
0.500
0.300
0.150
Open Temple
98
61+635
LHS
29.000
Hawan Kund
2.900
2.900
8.410
Tin Shed
99
61+635
LHS
22.000
Tulsi Mandir
0.700
0.700
0.490
Open Temple
100
61+680
RHS
11.000
Mahadev Ji Ka Mandir
2.750
2.750
7.563
With Chatri
101
61+683
RHS
9.000
Chabutara
6.240
4.700
29.328
Tin Shed
102
61+744
LHS
17.000
Mata Ji Ka Mandir
3.000
2.800
8.400
Open Temple
103
63+127
RHS
12.000
Bheru Ji Ka Mandir
0.700
0.700
0.490
Open Temple
104
63+133
RHS
1.500
Bheru Ji Ka Mandir
3.400
2.200
7.480
Open Temple
105
63+230
LHS
28.500
Purwaj Mandir
2.200
1.750
3.850
Open Temple
106
107
63+389
65+670
LHS
LHS
27.500
8.500
Bheru Ji Ka Mandir
Mata Ji Ka Mandir
2.200
3.550
2.150
3.200
4.730
11.360
Status
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
Concessionaire
108
65+670
LHS
12.500
Mata Ji Ka Mandir
3.250
3.000
9.750
109
65+673
RHS
29.000
Babji Mandir
2.500
2.400
6.000
110
65+720
LHS
20.000
Mata Ji Ka Mandir
4.800
4.300
20.640
111
65+750
RHS
28.000
Ramdev Ji Ka Mandir
4.600
4.200
19.320
112
66+940
RHS
14.000
Mazar
3.200
3.100
9.920
113
67+240
RHS
20.000
Bheru Ji Ka Mandir
2.200
2.200
4.840
Open Temple
Open Temple
Relocated at Km 65+660 Outside ROW on
RHS
Open Temple
LHS
RHS
Mazar
Concessionaire
Open Temple
114
67+524
LHS
22.000
Bheru Ji Ka Mandir
2.100
1.800
3.780
Open Temple
115
67+715
RHS
21.000
Bheru Ji Ka Mandir
2.000
2.000
4.000
Open Temple / Tiles Floor
116
68+322
LHS
13.000
Bheru Ji Ka Mandir
1.500
1.300
1.950
Open Temple
117
68+925
RHS
29.000
Bheru Ji Ka Mandir
2.500
1.900
4.750
Open Temple
118
68+978
RHS
12.500
Bheru Ji Ka Mandir
2.050
1.300
2.665
Open Temple
47
Dimension
Sr.
No.
Chainage
Side
Distance
From PCL
119
68+985
LHS
14.000
120
68+986
LHS
14.000
121
68+990
LHS
14.000
Description
Remarks
Length
(m)
Width
(m)
Plinth Area
(Sqm)
Hawan Kund
0.700
0.700
0.490
Mata Ji Ka Mandir
2.900
2.500
7.250
Open Temple
Baba Ji Ka Mandir
1.200
1.200
1.440
Open Temple
Status
Open Temple
122
68+990
LHS
11.000
Sai Mandir
1.250
1.200
1.500
Open Temple
123
68+990
LHS
11.000
Samadhi
0.900
0.650
0.585
Open Temple
124
69+184
RHS
19.500
Samadhi
2.100
1.300
2.730
125
71+410
LHS
7.000
Bheru Ji Ka Mandir
6.100
2.750
16.775
126
71.415
LHS
8.000
Mata Ji Ka Mandir
2.300
2.200
5.060
127
71+420
LHS
8.000
Ramdev Ji Ka Mandir
3.100
3.100
9.610
128
71+425
LHS
9.000
Bheru Ji Ka Mandir
2.750
2.100
5.775
129
71+440
LHS
28.000
Bheru Ji Ka Mandir
3.300
3.300
10.890
Open Temple
LHS
Concessionaire
LHS
Relocated at Km 71+4200 Outside ROW
on LHS
LHS
Open Temple
130
72+455
LHS
23.000
Bheru Ji Ka Mandir
1.300
1.200
1.560
Open Temple
131
72+458
LHS
24.000
Bheru Ji Ka Mandir
0.700
0.700
0.490
Open Temple
132
74+352
LHS
9.600
Bheru Ji Ka Mandir
0.800
0.800
0.640
Open Temple
33.183
Chabutara (Circular)
Dia 6.5 m
133
74+375
LHS
2.500
Tree Otta
134
75+100
LHS
21.000
Bheru Ji Ka Mandir
6.800
6.200
42.160
RCC Structure
135
75+100
LHS
19.000
Bheru Ji Ka Mandir
7.300
2.750
20.075
Open Temple
136
75+100
LHS
28.000
Chabutara
14.200
13.300
188.860
137
75+100
LHS
28.000
Bheru Ji Ka Mandir
2.300
1.600
3.680
Open Temple
138
75+100
LHS
8.500
Bheru ji Ka Mandir
7.000
3.500
24.500
Prasad Ghar
139
75+858
RHS
17.200
Samadhi
2.000
1.400
2.800
Open Temple
140
75+860
RHS
17.200
Ramdev Ji Ka Mandir
2.000
2.000
4.000
Open Temple
141
78+110
LHS
26.500
Hanuman Mandir
3.200
3.200
10.240
Open Temple
142
143
79+422
79+422
LHS
LHS
7.000
12.500
Chabutara
Hanuman Mandir
5.400
6.800
7.400
7.400
39.960
50.320
Chabutara
Open Temple
144
82+887
RHS
29.500
Bheru Ji Ka Mandir
1.600
2.050
3.280
Open Temple
145
82+942
LHS
22.700
Mata Ji Ka Mandir
17.600
13.900
244.640
Open Temple
146
82+993
RHS
0.500
Ramdev Ji Ka Mandir
2.000
2.000
4.000
Open Temple
147
83+822
LHS
25.500
Samadhi
2.200
2.150
4.730
Open Temple
148
83+870
C/L
0.000
Mata Ji Ka Mandir
4.400
3.850
16.940
Open Temple
149
84+500
LHS
27.200
Mata Ji Ka Mandir
16.650
10.200
169.830
RCC Structure
150
85+266
RHS
5.700
Samadhi
1.700
2.200
3.740
Open Temple
151
85+266
RHS
11.500
Ramdev Ji Ka Mandir
2.800
2.700
7.560
Open Temple
152
85+266
RHS
18.000
Bheru Ji Ka Mandir
1.000
0.900
0.900
Open Temple
153
85+340
RHS
23.500
Ramdev Ji Ka Mandir
2.050
1.600
3.280
Open Temple
154
85+340
RHS
23.500
Mata Ji Ka Mandir
1.500
1.400
2.100
Open Temple
155
85+880
RHS
5.600
Mata Ji Ka Mandir
4.100
2.600
10.660
Open Temple
156
86+925
LHS
20.200
Mata Ji Ka Mandir
3.000
2.500
7.500
Open Temple
157
87+212
LHS
8.000
Bajrangbali
4.200
4.150
17.430
With Chatri
158
87+212
LHS
4.000
Chabutara
3.500
3.400
11.900
Chabutara
48
Chabutara
Dismantaled
Concessionaire
LIST OF HANDPUMP/BOREWELL WHICH FALLING WITHIN OUR EROW
Handpump
Remarks
LHS
RHS
Distance from
ECL in (M)
14.000
12.000
Hand Pump
Hand Pump
Relocated by Concessionaire
11+810
12+366
13+375
15+030
15+070
RHS
LHS
LHS
LHS
LHS
12.700
7.000
11.200
12.400
14.000
Hand Pump
Hand Pump
Hand Pump
Hand Pump
Hand Pump
8
9
10
11
12
15+205
19+900
19+970
20+200
25+600
LHS
RHS
RHS
RHS
LHS
12.500
13.000
7.000
6.500
8.000
Hand Pump
Hand Pump
Hand Pump
Hand Pump
Hand Pump
13
14
15
16
17
18
25+862
26+050
27+350
30+053
30+115
31+660
LHS
RHS
LHS
LHS
LHS
RHS
7.100
8.000
12.600
11.800
10.800
5.000
Hand Pump
Hand Pump
Hand Pump
Hand Pump
Hand Pump
Hand Pump
19
20
21
22
23
35+260
41+500
44+220
49+260
49+442
RHS
LHS
RHS
LHS
RHS
9.200
0.500
13.700
10.320
10.700
Hand Pump
Hand Pump
Hand Pump
Hand Pump
Hand Pump
24
25
26
27
50+779
52+880
54+350
54+712
RHS
RHS
RHS
LHS
12.800
14.900
8.500
11.000
Tube well
Hand Pump
Hand Pump
Hand Pump
28
59+400
LHS
7.800
Hand Pump
29
30
31
32
33
60+701
60+805
61+435
74+548
74+750
LHS
LHS
RHS
LHS
LHS
13.500
12.700
11.800
9.500
11.000
Hand Pump
Hand Pump
Hand Pump
Hund Pump
Hand Pump
34
74+175
RHS
11.500
35
77+780
RHS
11.500
36
79+060
LHS
8.600
37
80+350
LHS
11.500
Bore well
Water Tank
with Stand &
Borewell
Borewell
Old Hand Pump
(Borewell)
Sr.no.
Chainage
Side
1
2
10+620
11+920
3
4
5
6
7
49
Abondoned
STATUS OF UTILITY
SHIFTING
50
Status of Electrical Utility Shifting
Chainage
Sl. No.
Description
From
1
To
ELECTRICAL (Rajsamand
District)
0+000
35+200
ELECTRICAL (Bhilwara
District) DD-I Gangapur
35+200
50+200
2
Estimated
Amount
136962233/-
128224613/-
District) DD-I Karoi
3
Estimated Cost as per AVVNL
District) DD-II
50+200
65+100
Supervision
charges
22121541/-
18772787/-
Total
159083774/-
146997400/-
Estimated Cost as approved by NHAI
Estimated
Amount
119690412/-
103540954/-
Supervision
charges
20451558/-
18340008/-
Status of Estimate
Total
140141970/-
Technical sanction obtained forwarded to
NHAI - RO through Lr. No.1326 dated
07.02.2014 (Rs. 161288791/-) ,Modified
Estimate (Rs. 148445113/-) forwarded by
PD to RO vide letter No. 1452 Dt. 07-032014. HQ, NHAI approved the estimate to
RO vide letter no. 65 dated 04-08-2014
after disallowing 7.5% establishment
charges. Supervision Charges deposited
by NHAI to AVVNL, Rajsamand division
vide Letter No. 2246 Dated 08-08-2014.
Work is in Progress.
121880962/-
Technical sanction obtained forwarded to
NHAI - RO through Lr. No.1327 dated
07.02.2014 (Rs. 116196855/-),Modified
Estimate (Rs.102425119/-) forwarded by
PD to RO vide letter No. 1453 Dt. 07-032014 .HQ, NHAI approved the estimate to
RO vide letter no. 4065 dated 28-05-2014
after disallowing 7.5% establishment
charges. Supervision Charge deposited by
NHAI to AVVNL, DD-1, Bhilwara division
vide Letter No. 1995 Dated 24-06-2014.
Work is in Progress.
Approved by RO - Jaipur vide Letter No
NHAI/1203/5/2012-ROJ/Tech/2174 dated
22-10-2013. Supervision Charges Rs
46,52,996/- have been deposited by NHAI
on 23-01-2014.Work is in Progress
65+100
87+250
34568961/-
Total >>>>>>>>> 299755807/-
5169996/-
39738957/-
34568961/-
5169996/-
39738957/-
46064324/-
345820131/-
257800327/-
43961562/-
301761889/-
51
Status of PHED Utility Shifting
Sl.
No.
Chainage
Description
From
1
PHED Water pipe line
(Bagheri Ka Naka)
2
(Rajsamand - Division)
3
4
(Bhilwara Division)
RUIDP Water pipe line
(Rajsamand Division)
To
1+600
20+700
20+000
20+300
29+500
32+500
41+800
87+250
0+000
0+900
1+500
2+000
3+200
Crossing
5+900
Crossing
Estimated Cost
including Supervision
Charges
Status of Estimate
81183374/-
Technical sanction obtained forwarded to NHAI - RO through Lr.No.1420 dated
28.02.2014. Approved by HQ, Work Order issued by PD vide letter no. 210 Dt. 15-072014. Supervision Charge is Deposited by NHAI to PHED Div. Rajsmanad vide Letter
NO. 2196 Dated 31-07-2014. Work in Progress.
6213000/-
07.02.2014Approved by RO, Work Order issued by PD vide letter no. 1578 Dt. 03-042014.50% of Supervision Charge is Deposited by NHAI to PHED Div. Rajsmanad vide
Letter NO. 1719 Dated 06-05-2014. Work in Progress.
77613138/-
07.02.2014RO returned the estimate with observations, PD has asked for revised
estimate from PHED Revised Estimate for 5.52 Cr (Revised) is prepared by EE
Bhilwara and approved by Addl CE Ajmer which was later modified to Rs 5.96
Cr.Estimate forwarded to CE Jaipur. CE Jaipur approved the estimate for an amount
of Rs.5.96 Cr..SE PHED forwarded the estimate to NHAI on 01-01-2015 vide their
Letter No 0143-146. PD forwarded the estimate to RO vide letter no 3075 dated 1802-2015. RO Forwarded the Estimate to HQ, NHAI for approval. HQ NHAI returned
the estimate to RO with Observations for resubmission of estimate vide ltr. No. 64480
dated 9th April. RO send the clarification to HO, NHAI. Estimate is Approved. Work in
Progress.
6931000/-
07.02.2014Approved by RO, Work Order issued by PD vide letter no. 1579 Dt. 03-042014. 50% of Supervision Charge is Deposited by NHAI to PHED Div. Rajsmanad vide
Letter NO. 1720 Dated 06-05-2014. Work in Progress.
Technical Sanction obtained and submitted to PD, NHAI by RUIDP vide ltr. No. 230
dated 04.08.2014. PD Forwarded to NHAI RO .forworded to NHAI - RO through Lr.
No. 2243 dated 08.08.2014. Approved by RO, work order issued by PD vide Letter
No. 2756 dated 09.12.2014. Work in Progress.
5
RUIDP Sewer pipe line
(Rajsamand Division)
5+900
8+900
20159743/-
6
P.H.E.D-Rajsamand
(Additional found at R.K.
Hospital)
2+860
3+220
616000/-
Total >>>>>>>>>>>
Approved by RO, Work Order issued by PD vide letter no. 1577 Dt. 03-04-2014. 50%
of Supervision Charge is Deposited by NHAI to PHED Div. Rajsmanad vide Letter NO.
1721 Dated 06-05-2014. Work Completed.
192716255/-
52
Present Status
Sl. No.
Description
Scope of Work
Status of Estimate / Award
Total
Completed
Balance
Completed
%
Remarks
Status of Work
Total Nos of
Trees
Completed
Balance
Completed
%
Remarks
Status of Work
CUTTING OF TREES
Sl. No.
Description
Scope of Work
1
TREE CUTTING
(Private/Revenue)
(Rajsmand District)
Cutting of trees ,
uprooting & disposal as
per sanctioned estimate
Tree cutting permission obtained
from concerned Authority.
Completed
5267
5267
0
100%
-
2
TREE CUTTING (Forest)
(Rajsamand District)
Cutting of trees ,
Completed
1841
1841
0
100%
-
3
TREE CUTTING
(Private/Revenue)
(Bhilwara District)
Cutting of trees ,
Completed
9253
9253
0
100%
-
4
TREE CUTTING (Forest)
(Bhilwara District)
Cutting of trees ,
Completed
6868
6868
0
100%
-
Total Nos of
Structures
Completed
Balance
Completed
%
Remarks
RELIGIOUS AND OTHER STRUCTURES FALLING WITHIN ROW
Sl. No.
Description
Scope of Work
Status of Work
1
STRUCTURES FALLING
WITHIN EROW
Removal / relocation of
the encroachments
Awards are under Progress
Relocation/Reconstruction of
priority structures falling in
construction Zone is being
done by Concessionaire
205
138
67
67%
-
2
STRUCTURES & TEMPLE
FALLING BETWEEN EROW
the encroachments
and PROW
Awards are under Progress
Relocation / Shifting of
Temples etc. falling in
construction zone are being
608
320
288
53%
-
3
LIST OF RELIGIOUS
STRUCTURES WHICH ARE Removal / relocation of
the encroachments
FALLING WITHIN
EROW/PROW
Submitted to PD NHAI - PIU
Bhilwara
82
62
20
76%
-
4
ADDITIONAL RELIGIOUS
STRUCTURE falling within
the encroachments
PROW
Submitted to I.E
158
143
15
91%
-
53
UNRESOLVED
ISSUES/CONSTRAINTS
54
UNRESOLVED ISSUES/CONSTRIANTS
Sr.
No.
1
2
Activity
Land Acquisition
Constraints
Remarks
Out of 347.2563 Hac., 306.8199 Hac. Award Completed. Inspite
of all efforts made by Concessionaire, the process of awards
from CALA is very slow. Land acqusition has become a
constraint on the Project Highway. As the project is
toward completion and due to not possession of land
about 6 Km. the work is hampering and this may delay
the completion of project.
The Concessionaire has submitted notice under Article 16.1.2
of the Concession Agreement vide ltr. No. 1087 on dated
05.11.2014 to PD. PD has forwarded to IE for technical
comment & justification vide ltr. No. 2588 dated 07.11.2014. IE
has forworded their recomondations to PD vide Ltr. No.
ALP/NH-8/01/IC/2014-15/42 dtd. 12.12.2014. PD has called a
meeting to disscussed the COS vide ltr. no. 2800 dtd.
17.12.2014. The COS has been disscussed in meeting dated 0201-2015. The Concessionaire has submitted updated & Revised
Change of Scope under Article 16
Notice under Article 16.1.2 of the Concession Agreement vide
of Concession Agreement
ltr. No. 1462 on dated 31.03.2015 to PD. PD has forwarded to
IE for recomendation. IE has forwarded their recomendation to
PD. A Tripartite meeting held in RO, Jaipur on 15.06.2015. The
Concessionaire has requested for issuance of COS notice
under Artical 16 of CA with conclusions of the meeting vide ltr
no. BRTPL/NHAI/14-15/00008. PD, PIU Bhilwara has
forwarded their recommendation to RO, Jaipur vide Ltr.
No. 3962.
Approval awaited.
3
Estimates of Electrical Utility
Shifting (DD-I,DD-II and
Rajsamand)
Unwarranted deductions by NHAI in the Technically
Sanctioned Estimates has affected the work of shifting of
Electrical Lines on the Project highway. We have protested
vide our Letter No 00029 dated 22-08-2014 against
unwarranted deductions by NHAI in the technically sanctioned
estimates of user agency. Decision of HQ,NHAI is awaited.
4
PHED Water pipe line (Bagheri
Ka Naka,Rajsamand)
Late approval of Estimate suffered the Road work significantly.
Unwarranted deduction of 7% by NHAI from the estimate for
cost of spcials,airvalves,meter etc
5
Structures & Temples falling
between EROW and PROW
Valuation under 3D are completed and awards are under
progress. Relocation of religious structures and other
structures falling in construction zone is being done by
Concessionaire at its own cost.
6
There are 5 Locations where 132 KV H.T. Line is crossing
Project Highway.Sifting/Raising of these lines is required to get
specified vertical clearance.RVVPNL raised a Demand note as
File Charges of Rs. 2,80,900/-, RO forwarded to HQ for
approval.Concessionaire has deposited Rs 2,80,900/- vide
letter no 895 dated 05-07-2014.Estimates are prepared by
132 KV H.T. Line Crossing Project RVVPNL,Bhilwara and forwarded to CE,Jaipur on 06-08-2014
Highway
for Technical sanction. Technical sanction obtained on dated
08-01-2015 and estimate is forwarded by PD to RO vide letter
no 3040 dated 10-02-2015 for approval. Approved by NHAI. It
is not possible to carry out work in the approved cost. In view
of above the concessionare requested to NHAI to consider and
approve
the
cost
as
summited
wide
Ltr.
No.
BRTPL/SEL/NHAI/FY 15-16/00011.
55
MOBILISATION STATUS OF
CONCESSIONAIRE, EPC
CONTRACTOR
56
MOBILISATION STATUS OF CONCESSIONAIRE/EPC CONTRACTOR
A. STATUS OF MANPOWER DETAILS
Sl No
Mobilization
Status
1
Designation
1
Project Director
2
Authorized Representative
2
3
GM QA/QC
1
4
Project Manager
2
5
Project Manager (Structures)
1
6
Dy Project Manager
2
7
Construction Manager
5
8
Pavement Engineer
2
9
Manager Planning & Billing
1
10
QA/QC Manager
4
14
Engineer Planning & Billing
2
11
Sr. Engineers
12
12
Jr.Engineers
15
15
Surveyors - TS
4
16
Surveyors - Auto level
17
17
Supervisors
24
18
Lab Technician & Supervisors
20
19
Helper - Lab
20
13
Manager P&M
2
20
Accounts Manager
2
21
Accountants/Admin officers
3
22
HR / Admin Asst.
3
23
Liasoning Officer
4
24
Material Manager
2
25
Material Officer
2
26
Material Assistant
2
27
Material Supervisor
20
28
Store Incharge
3
29
Store Officer/Store Keeper
3
30
HSE Engineer
1
31
HSE Officer
2
32
HSE Supervisors
4
33
Plant Manager
2
34
Mechanical Engineer
4
35
P&M Staff (Oper.,Tech. & Hel.)
144
TOTAL STRENGTH
338
57
Remarks
B. STATUS OF MACHINERY MOBILIZATION
Mobilization
Description
Status
Sl No
1
Excavators (Borrow Areas and Site)
20
2
Excavator with Breaker
(Quarry & Site)
12
3
Loader (Crushers)
6
4
Motor Graders
13
5
Soil Compactors (Vibratory)
17
6
Dozer
2
7
Water Tanker
18
8
WMM Paver
2
9
Sprayer
3
10
DBM Paver (9m)
2
11
Tandem
5
12
Dumpers
120
13
Wheel Loaders
6
14
Hydra
6
15
PTR
2
16
JCB
12
17
Kerb Paver
3
18
Kerb Cutter
3
19
Broomer
2
20
Diesel tanker
2
21
Service Van
1
22
Concrete Pump
3
23
Transit Mixer
15
24
Trailor
3
25
Tractor Trolly
12
26
Tractor Compressor
27
28
29
30
31
Light Vehicles
Staff Bus
DG Sets
Concrete Mixer
Light Mast
TOTAL
2
26
1
30
2
6
357
58
Make
C. STATUS OF PLANTS & QUARRIES
Sl. No
Plant Details
Present Status
Remarks/ Reasons
Khema kheda (Ch. 20+000 LHS)
1
CRUSHER PLANT – 1 No 200 TPH
Stoped
2
CRUSHER PLANT – 1 No 150 TPH (AGG)
Stoped
Khema kheda (Ch. 20+000 LHS)
1
Quarry
Stoped
Tilo Ka Kheda - Karoi Section (Ch. 69+500 RHS)
1
CRUSHER PLANT – 1 No 200 TPH(AGG)
Stoped
2
CRUSHER PLANT – 2 No 200 TPH(AGG)
Stoped
Tilo Ka Kheda - Karoi Section (Ch. 69+500 RHS)
1
Quarry
Stoped
Waghera - Gangapur (Ch. 45+000 RHS)
CRUSHER PLANT – 1 No 250 TPH (AGG)
Commissioned
Running OK
Waghera - Gangapur (Ch. 45+000 RHS)
1
Quarry
Running OK
Camp - 1 Rupakheda (Ch. 18+000 LHS)
1
CONCRETE BATCHING PLANT – 30 CUPH
Commissioned
Running OK
2
CONCRETE BATCHING PLANT – 30 CUPH
Commissioned
Running OK
3
SAND SCREENING UNIT
Commissioned
Running OK
4
WMM PLANT 200 TPH
Commissioned
Running OK
5
HMP PLANT 160 TPH
Commissioned
Running OK
Camp-2 - Karoi (Ch. 70+650 LHS)
1
CONCRETE BATCHING PLANTS 2 NOS – 30
CUPH
Commissioned
Running OK
2
SAND SCREENING UNIT
Commissioned
Running OK
3
WMM PLANT 200 TPH
Commissioned
Running OK
4
WMM PLANT 150 TPH
Commissioned
Running OK
5
HMP PLANT 160 TPH
Commissioned
Running OK
59
Four laning of Rajsamand – Bhilwara Section of NH -758 (from km 0.000 to km 87.250) under NHDP Phase IV in the State of Rajasthan on DBFOT (Toll) Basis.
LOCATION PLAN FOR SITE ESTABLISHMENT
NOTE : (LOCATION AS PER PROJECT CHAINAGE)
SUB-CAMP D.Ch.72+600
RMC PLANT 30 (CPH.) &
WMM PLANT 150 (TPH)
with LABORATORY &
CAMP SET UP (Road
Side)
TOLL PLAZA @ D.
Ch18+000 NEAR
RUPAKHEDA VILL.
(BHILWARA
FLYOVER END
POINT @ Km.
87.250)
LHS
LHS
0
18
20
72.6
To Bhilwara
To Rajsamand
10
20
30
40
50
60
70
45
@ Km. 2+000 RHS
RE Panal Casting
Yard
RHS
80
70.65
RHS
RUPAKHEDA @ D. Ch. 18+000
CAMP-1, B/P 30CM WMM
Plant 200 TPH & HMP 160
TPH with LABORATORY &
CAMP SET UP (Road Side)
QUARRY & CRUSHER
(260TPH), Vagehra
Gangapur
KAROI @ D. Ch. 70+650
CAMP-1, B/P 30CM &
H.M.Plant with
LABORATORY & CAMP
SET UP (Road Side)
TOLL PLAZA @ D. Ch.
78+000.
60
MILE STONES
61
PROJECT COMPLETION MILESTONE
Sr.
No.
1
2
Milestones
Milestone - I
Milestone - II
3
Milestone - III
4
Scheduled
Four-Laning
Date
Target from Scheduled
Appointed Milestone
Date
Date
Description
Amounts
(Cr.)
Time
Elapsed
Remaining
duration
Remarks
180 days
Concessionaire shall have
commenced construction of
Project Highway and expended
06-Apr-14
not less than 10% of the total
capital cost set forth in the
Financial Package.
67.61
1st Milestone Achieved
on Dated 27th March
2014 and notified vide
Concessionaire's Letter
No 646 Dt. 28th March
2014
400 days
commenced construction of all
bridges and expended not less
12-Nov-14
than 35 % of the total capital
cost set forth in the Financial
Package.
236.64
Mile Stone achieved in
Grace Period (Dec 2014)
650 days
commenced construction of
project facilities and expended
20-Jul-15
not less than 70 % of the total
capital cost set forth in the
Financial Package.
473.27
Mile Stone achieved in
Grace Period (Sep 2015)
910 days
completed Four laning in
05-Apr-16
accordance
with
the
Concession Agreement.
676.10
62
845
65 days
SAFETY &
HEALTH
63
SAFETY & HEALTH
Two nos. of Safety Officers along with support staffs are deployed at Site to
take care of safety aspects and Traffic Management.
Safety & traffic management systems are implemented at all required locations
as per the Safety & Traffic Management plan finalized for execution of the
Project. Utmost care is being taken for safety of the work force as well as road
users while carrying out the various activities.
All culverts under construction are barricaded with hard board, delineators &
Safety tape.
Road work under excavation is barricaded with sand bags & delineators along
the stretch for effective night vision.
Identification of activity based PPE requirement and provided to all workman
and enforced to use it, like Nose Mask, Spectacles, Gum boots, Hard Hat,
fluorescent jackets, safety belts, safety shoes etc.
Provision of water tankers for sprinkling water to dust control in/along works on
the highway, access road, plants site and sprinkling system at crusher sites.
All VUP's & Minor Bridges under construction are barricaded with hard board,
Warning boards & Sign board, delineators & Safety tape.
Over all housekeeping in the camp and plant site.
The awareness/training program on HSE for workers, conducted periodically likefire safety/flagmen/safe driving training etc. and tool box talk conducted at site
on regular basis.
All the structural work/form work/scaffolding taken up as per approved drawing
and methodology and being assured by concerned engineers.
Provision of first aid box in Camps & plants
All speed breaker has been painted with white strip for night visibility.
Bushes has been removed from the shoulders side to enhance better visibility
wherever is required.
Safety Officer for Section-1: Mr. Mohanti. Mobile no. 09982813648
Safety Officer for Section-2: Mr. , Manoj Kumar. Mobile no. 08239503712
Safety Supervisor for Section-2: Mr. , Noor Khan. Mobile no. 08290887982
Safety Supervisor for Section-2: Mr.,Santosh Kumar Pawsan. Mobile no.
07665950184
Use of Safety Jackets & Helmets is Routine process of Execution
Concessionaire has conducted/celebrated special raod safety day starting from
18th January to 24thJanuary 2016. The follwing activities has been carried out
during road safety days.
64
SAFETY & HEALTH
Road safety awareness programme at important location like Gram Panchayat
within 2 Kms from Project Highway, all major junctions/Intersections like JK
Circle ,Sahada Chauk,Megraj Chauraha, Pur Bus Stand and Urban Areas,using
mobile van with audio and visual effect is being conducted regularly.
Distribution of pamphlets etc to road users, all Police Station, Petrol Pumps,
School and at Location where awareness programme has been conducted.
Display of 200 nos. of "Flexi Road Sinages" banner at various prominent
locations.
In house training & awareness programme at our both camps for all Drivers and
Operators.
Distribution of Book on Road Safety Signage & Signs (Issued by MoRTH),and
Manual of Roads Safety Education issued by Rajsathan Privahan Nirikshak
Sangh to District Administrative/Police Officers.
Concessionaire has Celebrated the 26th Road Safety Week from 11th January to
17th January 2015.
Concessionaire has Celebrated the Road Safety Week of Rajasthan State
Government from 28th September to 02nd October 2015.
Vents of All Existing and Newly Constructed Structures are opened.
Special attentention is being given for Cross drainage as well as Longitudinal
drainage on the Project Highway during Monsoon.
65
MAINTENANCE
66
EXISTING ROAD MAINTENANCE
Existing Road Maintenance has been fully completed for whole
Project Highway and routine maintenance of Project Highway is in
Progress on Regular basis so as to full fill the requirement of
Concession Agreement.
67
QUALITY
68
QUALITY
EPC Contractor has established two nos. full fledged laboratory for Highway &
structure. One on RHS of D. Ch. 18+000 within the site office premises, second
on RHS D. Ch. 70+650 within the site premises. All required tests as per the
frequencies and requirements of IRC codal provisions are being carried out.Inhouse Team of EPC Contractor is conducting the tests independently to ensure
quality.
The details of tests carried out are given in Annexure – I.
List of quality control equipments is given in Annexure – J.
Weather report for the month is given in Annexure – K.
69
ANNEXURES
A
Project Corridor and Layout Plan
B
EPC Cost Breakup
C
Status of Permission & Approvals
D
Status of Drawings
E
Progress Chart of Road Work
F
Progress Chart of ROB, Major Bridges & Minor Bridges, PUPs, CUPs &
VUPs
G
Progress Strip Chart Box Culverts & Hume Pipe Culverts
H
Organization Charts
I
Quality Control Tests
J
List of QC Equipments
K
Weather Report
L
Status of Source / Agency Approval
M
Status of Mix Design
N
Status of NCR
O
Status of Plant & Equipments calibration
P
Borrow Area
Q
Photographs
70
ANNEXURE - A
PROJECT CORRIDOR AND
LAYOUT PLAN
71
A. Project Corridor and Layout Plan
PROJECT CORRIDOR
72
DESCRIPTION OF THE PROJECT
GENERAL
The Government of India had entrusted to the National Highways Authority of India (NHAI),
under Ministry of Shipping, Road Transport and Highway (MOSRT&H), the development of
highways under National Highways Development Projects (NHDP) and as part of this
endeavour, the authority has decided for rehabilitation and up gradation of RajsamandBhiwara stretch of NH-758 [Newly declared national highway]. The proposed stretch will
connect NH-79 and NH-8.
PROJECT LOCATION
The project corridor is located in the State of Rajasthan. It passes through two districts
namely Rajsamand and Bhilwara. The project corridor starts from Rajsamand (existing km
210.000 of NH-8) and ends at Bhilwara (km 13.675 of Bhilwara Bypass). The total length of
project road is approximately 87.25 km. The project corridor passes through the towns/
villages Piprada, Ghoinda, Kankroli, Gaumata Chowk, Bhawa, Madri, Kunwaria, Fiyavadi,
Lapsiya, Khandel, Poltan, Guddakhera, Sahada, Gangapur, Ganeshpura, Bhunas, Megras,
Karoi, Gurla, Muzras and Pur. The present carriageway of the project highway is a 2-lane
carriageway with earthen shoulder and is proposed to be widened to four lane with paved
shoulder configuration.
The project road passes through plain and rolling terrain. The landuse is mainly agricultural
with interspread barren and built up areas.
CLIMATE AND ENVIRONMENT
o
The climate is predominantly hot and dry with 38.6 C as the mean maximum temperature
and 7.8oC as mean minimum temperature. The maximum day temperature however
o
o
sometime crosses 46 C and the minimum night temperature goes down to 5 The average
annual rainfall is 650mm. The period from November to February forms the cold season
followed by hot and dry summer from March to June having transition monsoon period from
July to September and post-monsoon in October.
73
ANNEXURE - B
EPC COST BREAKUP
74
B. EPC COST BREAKUP
Sl. No.
Description of Work
Total (In Crores)
1
Site Clearance and Preliminary Works
including Design of Works
100,486,625
2
3
4
5
Earthworks
698,390,000
Culverts
251,850,000
6
707,500,000
7
8
Major and Minor Bridges, Fly
Overs/VUP/CUP/Overpass and ROB
Drainage & Protective Works including
Reinforced Earth/Retaining Wall
Toll Plaza Works
9
Traffic Signage & Project Facilities
292,782,625
Sub-base and Base Courses
1,207,160,000
Bituminous Works
1,706,638,750
796,192,000
150,000,000
Maintenance During Construction and Traffic
Safety During Construction
Miscellaneous Items of Works including
EMP/Safety
10
11
49,500,000
69,500,000
Total
Maintenance During
Construction and
Traffic Safety During
Construction
1%
Toll Plaza Works
2%
Traffic Signage &
Project Facilities
5%
6,030,000,000
Miscellaneous
Items of Works
including
EMP/Safety
1%
Site Clearance and
Preliminary Works
including Design of
Works
2%
Earthworks
12%
Drainage & Protective
Works including
Reinforced
Earth/Retaining Wall
13%
Sub-base and Base
Courses
20%
Major and Minor
Bridges, Fly
Overs/VUP/CUP/Overp
ass and ROB
12%
Culverts
4%
Bituminous Works
28%
75
ANNEXURE - C
STATUS OF PERMISSION &
APPROVALS
76
Sr. No.
a)
Description
Permission of state Govt.
for extraction of boulders
from quarry.
Status
Obtained
Description
Date
STP from Mining Depatment Vide Lr. No. Kha/Raj II/STP/2
09.04.13
09.04.13
09.04.13
09.04.13
03.03.14
03.03.14
24.04.14
24.04.14
Consent to Establish from RSPCB vide Lr. No.
F(Mines)/Rajsamand(Rajsamand)/1307(1)/2013-2014/11971200/507
Submitted vide our letter No.
BRTPL/BHIL-RAJ/NH-758/NHAI/13/97
date 27.07.13
date 25.04.14
01.05.13
01.05.13
01.05.13
01.05.13
STP from Mining Depatment Vide Lr. No. Kha/Bhil/STP/13-14
25.06.13
F(Mines)/Bhilwara(Bhilwara)/106(1)/2013-2014/2976-2979/2262
08.07.13
77
Submitted vide letter no. with date
date 27.07.13
Sr. No.
Description
Status
a)
from quarry.
Obtained
b)
c)
a)
d)
e)
f)
Permission of Village
Panchayat & Pollution
control board for
installation of crusher.
License for
explosive
use
Obtained
Applied
of
Permission
of the State
from quarry.
Govt. for drawing water
from river/reservoir
License from inspector of
factories or other
competent authority for
setting up batching plant
Clearance of Pollution
control board for setting
up batching plant
Description
Date
F(Mines)/Bhilwara(Bhilwara)/107(1)/2013-2014/2984-2987/2261
08.07.13
Obtained from Grampanchayat
19.01.13
19.03.13
Applied to RSPCB, Jaipur vide letter no. SEL/BHIL-RAJ/NH758/RSPCB/13/42
19.03.13
Submitted vide Lr. No. 101 dated
05.08.13
date 27.07.13
Submitted
vide our letter No.
date 27.07.13
Not
As we have obtained STP so no need of obtaing explosive license.
applicable
Obtained
Obtained
Applied
Obtained
Obtained
NOC obtained from PHED for Bore wells vide letter no.
AA/RAJ/Bhujal/2012-2013-5140
16.01.13
Applied to Executive Engineer, Irregation Department, Rajsamand
vide Lr. no. SEL/BHIL-RAJ/NH-758/ID/13/40
19.03.13
Applied to Executive Engineer, Irregation Department, Bhilwara
vide Lr. no. SEL/BHIL-RAJ/NH-758/ID/13/43
29.03.13
Lr. No. Nil
06.05.13
Obtained from Grampanchayat vide Lr. no.
Grampanchayat/2013/98
19.01.13
20.02.13
Obtained from RPCB, Jaipur vide Lr. No. RPCB/ROBHL/RAJ/ROTHG-15/5690
07.03.13
78
date 27.07.13
date 27.07.13
Sr. No.
Description
g)
Clearance of village
Panchayat & Pollution
Control Board for Asphalt
plant
Status
Obtained
Applied
h)
i)
from quarry.
Permission of village
Panchayat & State Govt.
for borrow earth
for cutting of trees
Applied to RPCB, Jaipur vide Lr. No. SEL/BHIL-RAJ/NH758/RSPCB/13/41
Date
19.01.13
20.02.13
23.03.13
Submitted
vide our letter No.
date 27.07.13
date 27.07.13
19.01.13
20.02.13
Obtained
Obtained from Grampanchayats & Mining Dept.
19.12.13
Obtained
Obtained
Obtained
24.12.13
31.12.13
Obtained
02.01.14
Obtained
10.02.14
Obtained
14.02.14
Obtained
17.02.14
Obtained
25.02.14
Obtained
26.02.14
Obtained
28.02.14
Private and revenue tree cutting permission Obtained from Hon'ble
District Collector, Bhilwara vide Lr. No. F.12-7{1}(1)RA/2013
24.06.13
05.08.13
Private and revenue tree cutting permissionObtained from Hon'ble
District Collector, Rajsamand vide Lr. No. F.12(13)/Raj/2013/85928601 dated 29.07.13
07.08.13
Submitted vide letter no. 117 dated
23.09.13
Obtained
a)
Description
Obtained
79
Sr. No.
i)
j)
a)
1
2
Description
for cutting of trees
Status
Obtained
Description
Date
Forest tree cutting permission Obtained from DFO, Bhilwara vide Lr.
No. FCA/Uwas/2013/11754 dated 11.09.13
11.09.13
Forest tree cutting permission Obtained from DFO, RAjsamand vide
Lr. No. Survey/Uwas/2013-14/4040-45 dated 18.09.13
18.09.13
Enviromental Clearance obtained
25.06.13
23.09.13
date 27.07.13
05.08.13
Any other permits or
clearance required under
Applicable Laws
from quarry.
Land conversion
Labour License
Obtained
Obtained
Obtained
Land conversion - Lr. No. Gra.Bhu.Rupa/08/13/402
20/21.03.13
Land conversion - Lr. No. Gra.Bhu.Rupa/08/13/399
20/21.03.13
Land conversion - Lr. No. Pr.S./14/2013
06.03.13
06.03.13
06.03.13
License No. AJ(L)/270/2013-ALC
08.08.13
80
date 27.07.13
23.09.13
ANNEXURE - D
STATUS OF DRAWINGS
81
D. STATUS OF DRAWINGS
Section - 1 (D. Ch .0.000 to D. Ch. 50.000)
Sl No
Drawing Description
Section - 2 (D. Ch. 50.000 to D. Ch. 87.250)
Total (Project)
Unit
Scope
Submitted
Approved
Awaited
Scope
Submitted
Approved
Awaited
Scope
Submitted
Approved
Awaited
50.000
50.000
50.000
0.000
37.25
37.25
37.250
0.000
87.25
87.25
87.25
0.00
50.000
50.000
50.00
0.000
37.25
37.25
37.25
0.00
87.25
87.25
0
0
1
0
ROAD WORKS
1
Plan & Profile
KM
2
Typical Cross-sections
87.25
0
1
1
0
1
1
1
0
0
11
11
11
0
0
3
3
3
0
STRUCTURES
1
Major Bridges
Nos
1
1
1
0
2
ROB
Nos
1
1
1
0
4
Pedestrian Underpass
Nos
8
8
8
0
5
Vehicular Underpass
Nos
3
3
3
0
6
Minor Bridge
Nos
8
8
8
0
8
8
7
1
16
16
15
1
7
Box Culvert
Nos
111
108
104
4
93
92
78
14
204
200
182
18
8
Hume Pipe Culvert
Nos
47
47
43
4
4
4
3
1
51
51
46
5
179
176
168
8
108
107
91
16
287
283
259
24
1
1
1
0
1
1
1
0
3
3
3
0
10
10
9
1
Total
1
Retaining Wall 30T/m 2 SBC Nos
2
R.E Wall
Locatio
ns
7
7
6
1
3
82
3
3
ANNEXURE - E
PROGRESS STRIP CHART HIGHWAYS
83
E. PROGRESS SUMMARY
LKM SUMMARY - SEC 1
ITEM
DESCRITPTION
UNIT
SCOPE
LHS
RHS
TOTAL
% Age
COMPLETION
BC
KM
100.000
42.000
41.800
83.800
83.80%
DBM
KM
100.000
47.300
46.500
93.800
93.80%
KERB
KM
109.000
47.500
47.600
95.100
87.25%
WMM 2
KM
100.000
47.500
47.600
95.100
95.10%
WMM 1
KM
100.000
47.500
47.700
95.200
95.20%
GSB
KM
100.000
47.500
47.900
95.400
95.40%
SG TOP
KM
100.000
48.000
47.600
95.600
95.60%
EMB TOP
KM
100.000
48.300
47.800
96.100
96.10%
C&G
KM
100.000
48.900
48.800
97.700
97.70%
LKM SUMMARY - SEC - 2
ITEM
DESCRITPTION
UNIT
SCOPE
LHS
RHS
TOTAL
% Age
COMPLETION
BC
KM
74.500
33.000
33.400
66.400
89.13%
DBM
KM
74.500
35.700
36.200
71.900
96.51%
KERB
KM
81.200
35.700
36.200
71.900
88.55%
WMM 2
KM
74.500
35.900
36.200
72.100
96.78%
WMM 1
KM
74.500
35.900
36.200
72.100
96.78%
GSB
KM
74.500
36.300
36.600
72.900
97.85%
SG TOP
KM
74.500
36.300
36.600
72.900
97.85%
EMB TOP
KM
74.500
36.400
36.500
72.900
97.85%
C&G
KM
74.500
36.700
36.900
73.600
98.79%
LKM SUMMARY - PROJECT
ITEM
DESCRITPTION
UNIT
SCOPE
LHS
RHS
TOTAL
% Age
COMPLETION
BC
KM
174.500
75.00
75.20
150.200
86.07%
DBM
KM
174.500
83.00
82.70
165.700
94.96%
KERB
KM
190.200
83.20
83.80
167.000
87.80%
WMM 2
KM
174.500
83.40
83.80
167.200
95.82%
WMM 1
KM
174.500
83.40
83.90
167.300
95.87%
GSB
KM
174.500
83.80
84.50
168.300
96.45%
SG TOP
KM
174.500
84.30
84.20
168.500
96.56%
EMB TOP
KM
174.500
84.70
84.30
169.000
96.85%
C&G
KM
174.500
85.60
85.70
171.300
98.17%
84
SERVICE
ROAD
RHS
LEGEND:
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
SCOPE
COMPLETED
IN PROGRESS
ROAD
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
C&G
C
C
EXC
E
E
1
1
EMB WIP
M
M
EMB TOP
T
T
SG 1
S1
S1
SG top
S2
S2
85
GSB
G
G
WMM 1
WMM 2
W
W
KERB
DBM
2200
1700
1000
5800
7600
7600
7600
7600
7600
7700
7700
7700
7700
0
8000
8.000
1
1
7.000
1
1
6.000
1
1
1
1
1
1
1
1
1
1
5.000
1
1
4.000
1
1
3.000
1
1
1
1
1
2.000
D. CHAINAGE
1
1
1.000
SCOPE
COMPLETED
IN PROGRESS
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
0.000
LHS
SERVICE
ROAD
PROGRESS STRIP CHART (HIGHWAY)
D
D
BC
B
B
8.000
6000
7500
6800
7800
7800
7800
7800
7800
7800
7800
0
8000
2100
1900
0
SERVICE
ROAD
RHS
LEGEND:
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
SCOPE
COMPLETED
IN PROGRESS
ROAD
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
16.000
15.000
1
1
14.000
1
1
13.000
1
12.000
1
1
11.000
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
C&G
C
C
EXC
E
E
EMB WIP
M
M
EMB TOP
T
T
SG 1
S1
S1
SG top
S2
S2
86
1
GSB
1
G
G
WMM 1
WMM 2
W
W
KERB
DBM
1900
1700
0
6500
7000
7000
7400
7400
7800
7800
7800
7800
7800
0
7800
1
1
10.000
D. CHAINAGE
1
9.000
SCOPE
COMPLETED
IN PROGRESS
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
8.000
LHS
SERVICE
ROAD
D
D
BC
B
B
8.000
6700
7100
6400
7500
7500
7800
7800
7800
7800
7800
0
8000
1900
700
900
SERVICE
ROAD
RHS
LEGEND:
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
SCOPE
COMPLETED
IN PROGRESS
ROAD
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
24.000
1
1
1
23.000
1
1
1
22.000
1
1
1
21.000
1
1
1
20.000
1
1
19.000
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
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1
1
1
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1
1
1
1
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1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
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1
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1
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1
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1
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1
1
1
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1
1
1
1
1
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1
1
1
1
1
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1
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1
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1
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1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
C&G
C
C
EXC
E
E
EMB WIP
1
M
1
M
EMB TOP
T
T
SG 1
S1
S1
SG top
S2
S2
87
1000
500
100
5800
7000
7100
7200
7200
7200
7200
7200
7200
7800
3400
7800
1
1
18.000
D. CHAINAGE
1
1
17.000
SCOPE
COMPLETED
IN PROGRESS
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
16.000
LHS
SERVICE
ROAD
GSB
G
G
WMM 1
WMM 2
W
W
KERB
DBM
D
D
BC
B
B
8.000
5300
7100
7100
7100
7200
7200
7200
7200
7200
7600
0
7800
900
600
0
SERVICE
ROAD
RHS
LEGEND:
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
SCOPE
COMPLETED
IN PROGRESS
ROAD
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
C&G
C
C
EXC
E
E
EMB WIP
M
M
EMB TOP
T
T
SG 1
S1
S1
SG top
S2
S2
88
GSB
G
G
WMM 1
WMM 2
W
W
KERB
DBM
700
700
0
8000
8000
8000
8000
8000
8000
8000
8000
8000
8000
7600
8000
32.000
1
1
31.000
1
1
30.000
1
1
29.000
1
1
28.000
1
1
27.000
1
1
26.000
D. CHAINAGE
1
25.000
SCOPE
COMPLETED
IN PROGRESS
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
24.000
LHS
SERVICE
ROAD
D
D
BC
B
B
8.000
6900
8000
8000
8000
8000
8000
8000
8000
8000
8000
0
8000
700
600
0
SERVICE
ROAD
RHS
LEGEND:
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
SCOPE
COMPLETED
IN PROGRESS
ROAD
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
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1
1
1
1
1
1
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1
1
1
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1
1
1
1
1
1
1
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1
1
1
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1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
C&G
C
C
EXC
E
E
EMB WIP
M
M
EMB TOP
T
T
SG 1
S1
S1
SG top
S2
S2
89
GSB
G
G
WMM 1
WMM 2
W
W
KERB
DBM
0
0
0
8000
8000
8000
8000
8000
8000
8000
8000
8000
8000
7300
8000
40.000
39.000
1
1
38.000
1
1
37.000
1
1
36.000
1
1
35.000
1
1
34.000
D. CHAINAGE
1
33.000
SCOPE
COMPLETED
IN PROGRESS
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
32.000
LHS
SERVICE
ROAD
D
D
BC
B
B
8.000
8000
8000
8000
8000
8000
8000
8000
8000
8000
8000
0
8000
0
0
0
SERVICE
ROAD
RHS
LEGEND:
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
SCOPE
COMPLETED
IN PROGRESS
ROAD
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
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1
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1
1
1
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1
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1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
C&G
1
1
C
1
C
1
1
1
EXC
1
1
E
1
E
1
1
1
1
1
1
EMB WIP
1
M
1
M
1
1
1
1
1
EMB TOP
1
1
T
1
T
1
1
1
SG 1
1
1
S1
1
S1
1
1
1
1
1
SG top
S2
1
S2
90
1
1
GSB
G
G
WMM 1
WMM 2
W
W
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
KERB
DBM
0
0
0
6800
7300
7300
7300
7300
7300
7300
7300
7300
7300
0
7300
48.000
47.000
1
1
46.000
1
1
45.000
1
1
44.000
1
1
43.000
1
1
42.000
D. CHAINAGE
1
41.000
SCOPE
COMPLETED
IN PROGRESS
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
40.000
LHS
SERVICE
ROAD
1
D
D
BC
B
B
8.000
6900
7300
7300
7300
7300
7300
7300
7300
7300
7300
3100
7300
0
0
0
SERVICE
ROAD
RHS
LEGEND:
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
SCOPE
COMPLETED
IN PROGRESS
ROAD
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
C&G
C
C
EXC
E
E
700
600
100
800
1900
1900
1900
1900
1900
1900
1900
1900
1900
0
2000
50.000
D. CHAINAGE
1
1
49.000
SCOPE
COMPLETED
IN PROGRESS
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
48.000
LHS
SERVICE
ROAD
EMB WIP
M
M
1700
2000
2000
2000
2000
2000
2000
2000
2000
2000
0
2000
700
700
0
EMB TOP
T
T
SG 1
S1
S1
SG top
S2
91
S2
GSB
G
G
WMM 1
1
1
WMM 2
W
W
KERB
DBM
D
D
BC
B
B
SERVICE
ROAD
RHS
LEGEND:
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
SCOPE
COMPLETED
IN PROGRESS
ROAD
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
C&G
1
1
C
1
C
1
1
1
EXC
1
1
E
1
E
1
1
1
1
1
1
EMB WIP
1
M
1
M
1
1
1
1
1
EMB TOP
1
1
T
1
T
1
1
1
SG 1
1
1
S1
1
S1
1
1
1
1
1
SG top
S2
1
S2
92
1
1
1
1
GSB
1
1
G
G
1
WMM 1
1
1
1
1
1
WMM 2
W
W
KERB
1
1
1
DBM
800
400
400
6900
7600
7400
7600
7600
7600
7600
7600
7600
7700
0
7700
58.000
57.000
1
1
56.000
1
1
55.000
1
1
54.000
1
1
53.000
1
1
52.000
CHAINAGE
1
51.000
SCOPE
COMPLETED
IN PROGRESS
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
50.000
LHS
SERVICE
ROAD
1
D
D
BC
B
B
8.000
6800
8000
8000
8000
8000
8000
8000
8000
8000
8000
2700
8000
800
800
0
SERVICE
ROAD
RHS
LEGEND:
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
SCOPE
COMPLETED
IN PROGRESS
ROAD
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
C&G
1
1
C
1
C
1
1
1
EXC
1
1
E
1
E
1
1
1
1
1
1
EMB WIP
1
M
1
M
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
EMB TOP
1
1
T
1
T
1
1
1
SG 1
1
1
S1
1
S1
1
1
1
1
1
SG top
S2
S2
93
1
GSB
1
1
G
1
G
1
1
1
1
1
WMM 1
1
WMM 2
W
W
KERB
DBM
0
0
0
7800
7900
7900
8000
8000
8000
8000
8000
8000
8000
200
8000
66.000
1
1
65.000
1
1
64.000
1
1
63.000
1
1
62.000
1
61.000
1
1
60.000
CHAINAGE
1
59.000
SCOPE
COMPLETED
IN PROGRESS
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
58.000
LHS
SERVICE
ROAD
1
1
1
D
1
D
1
1
BC
1
B
B
8.000
7800
7900
7900
7900
7900
7900
7900
7900
7900
8000
2600
8000
0
0
0
SERVICE
ROAD
RHS
LEGEND:
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
SCOPE
COMPLETED
IN PROGRESS
ROAD
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
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1
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1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
C&G
C
C
EXC
E
E
EMB WIP
M
M
EMB TOP
T
T
SG 1
S1
S1
SG top
S2
S2
94
GSB
G
G
WMM 1
WMM 2
W
W
KERB
DBM
700
700
0
8000
8000
8000
8000
8000
8000
8000
8000
8000
8000
200
8000
74.000
1
1
73.000
1
1
72.000
1
1
71.000
1
1
70.000
1
1
69.000
1
1
68.000
CHAINAGE
1
67.000
SCOPE
COMPLETED
IN PROGRESS
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
66.000
LHS
SERVICE
ROAD
D
D
BC
B
B
8.000
8000
8000
8000
8000
8000
8000
8000
8000
8000
8000
1100
8000
700
300
0
SERVICE
ROAD
RHS
LEGEND:
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
SCOPE
COMPLETED
IN PROGRESS
ROAD
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
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1
1
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1
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1
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1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
C&G
1
C
C
1
1
EXC
1
E
E
1
1
1
1
1
EMB WIP
1
M
1
M
1
1
1
1
1
EMB TOP
1
1
T
1
T
1
1
1
SG 1
1
1
S1
1
S1
1
1
1
1
1
SG top
S2
1
S2
95
GSB
G
G
WMM 1
WMM 2
W
W
KERB
DBM
0
0
0
6800
7600
7700
7700
7700
7700
7700
7700
7700
7700
600
7800
82.000
1
81.000
1
1
80.000
1
1
79.000
1
78.000
1
1
77.000
1
1
76.000
CHAINAGE
1
75.000
SCOPE
COMPLETED
IN PROGRESS
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
74.000
LHS
SERVICE
ROAD
D
D
BC
B
B
8.000
6700
7600
7600
7600
7600
7700
7700
7700
7700
7700
500
7700
0
0
0
SERVICE
ROAD
RHS
LEGEND:
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
SCOPE
COMPLETED
IN PROGRESS
ROAD
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0
0
0
4000
4600
4600
4600
4600
5000
5000
5000
5000
5000
100
5200
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
87.500
1
87.000
1
86.000
1
85.000
1
84.000
CHAINAGE
1
83.000
SCOPE
COMPLETED
IN PROGRESS
BC
DBM
KERB
WMM 2
WMM 1
GSB
SG Top
SG 2
SG 1
EMB TOP
EXC
C&G
82.000
LHS
SERVICE
ROAD
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
C&G
C
C
EXC
E
E
1
1
EMB WIP
M
M
EMB TOP
T
T
SG 1
S1
S1
SG top
S2
S2
96
GSB
G
G
WMM 1
1
1
-82.000
4200
4700
4700
4700
4700
5000
5000
5000
5000
5000
0
5200
0
0
0
WMM 2
W
W
KERB
DBM
D
D
BC
B
B
ANNEXURE - F
PROGRESS STRIP CHART - ROB,
MAJOR & MINOR BRIDGES and
CUPs, VUPs & PUPs
97
RHS
LHS
D. CHAINAGE
New
2+989
PUP
New
3+190
PUP
New
20+545
PUP
New
27+358
PUP
New
49+428
PUP
New
52+835
PUP
New
67+932
PUP
New
83+705
ROB
New
20+340
Major Bridge
New
40+640
Minor Bridge
Existing
7+290
Minor Bridge
Existing
16+530
Minor Bridge
Existing
24+900
Minor Bridge
Existing
28+960
Minor Bridge
Existing
34+540
Minor Bridge
New
41+430
Minor Bridge
Existing
48+960
Minor Bridge
Existing
49+866
Minor Bridge
New
61+015
Minor Bridge
New
62+813
Minor Bridge
New
67+060
Minor Bridge
Existing
71+795
Minor Bridge
Existing
72+000
Minor Bridge
Existing
73+115
Minor Bridge
Existing
75+194
Minor Bridge
New
81+105
Finishing
Wall
PCC
Foundation
Slab
3rd lift
98
TYPE OF CONSTRUCTION
CUP
R/W
15+175
Cap
MNB
New
2nd lift
MJB
VUP
Wall
PUP
10+218
PCC
ROB
New
1st lift
Foundation
VUP
VUP
Layout
Completed
0+891
Excavation
IN PROGRESS
New
STRUCTURE NO.
Layout
PCC
1st lift
3rd lift
2nd lift
PCC
Excavation
Slab
Wall
Foundation
Foundation
Wall
R/W
Finishing
LEGEND :
98
VUP
ANNEXURE - G
PROGRESS STRIP CHART CULVERTS
99
Head wall
RHS
Excavation for Pipe
Layuot
Pipe bed PCC
Pipe Laying
Excavation
PCC
1st lift
2nd lift
Final lift
Protection work
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
100
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe Pipe
Pipe Pipe
Pipe Pipe
Pipe pipe pipe pipe pipe pipe pipe pipe pipe pipe
Pipe
pipe
pipe
Pipe pipe
Pipe
pipe
pipe
Pipe
Pipe
Pipe pipe
Pipe
pipe
pipe
Pipe
Pipe
Pipe pipe
Pipe
pipe
pipe
Pipe
Pipe
Pipe pipe
Pipe
pipe
pipe
Pipe
Pipe
Pipe pipe
Pipe
pipe
pipe
Pipe
Pipe
Pipe pipe
Pipe
pipe
pipe
Pipe
Pipe
Pipe pipe
Pipe
pipe
pipe
Pipe
Pipe
Pipe pipe
Pipe
pipe
Pipe
Pipe
5.280
5.100
Recons.
Pipe
Pipe pipe
Pipe
Pipe
Pipe pipe
Pipe
Pipe
Pipe pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Recons.
Recons.
pipe
Pipe
pipe
Pipe
pipe
Pipe
pipe
Pipe
pipe
Pipe
pipe
Pipe
pipe
Pipe
pipe
Pipe
pipe pipe pipe pipe pipe pipe pipe pipe pipePipe pipe pipe pipe pipe pipe pipe pipe pipe pipe
Recons.
Pipe
pipe pipe pipe pipe pipe pipe pipe pipe pipePipe
Recons.
pipe
pipe
Pipe
9.190
8.900
8.480
8.120
7.825
Recons.
pipe
Pipe
7.020
Pipe
Recons.
Pipe
pipe
Pipe
Recons.
Pipe
6.890
Pipe
pipe pipe
6.375
Pipe
Pipe pipe
Pipe
Recons.
Pipe pipe pipe pipe
Pipe
Pipe
5.960
Pipe
Pipe
Recons.
Pipe
pipe
5.335
Pipe
Recons.
Pipe
Recons.
Pipe Pipe Pipe Pipe Pipe Pipe
Pipe
Pipe pipe pipe pipe pipe pipe pipe pipe pipe pipePipe
Pipe pipe pipe pipe pipe pipe pipe pipe pipe pipePipe
4.900
Pipe pipe pipe pipe pipe pipe pipe pipe pipe pipePipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Recons.
pipe
Recons.
pipe pipe pipe pipe pipe pipe pipe pipe pipe pipePipe pipe pipe pipe pipe pipe pipe pipe pipe pipe pipe Recons.
pipe
4.625
pipe pipe pipe pipe pipe pipe pipe pipe pipe pipePipe pipe pipe pipe pipe pipe pipe pipe pipe pipe pipe Recons.
pipe
Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe PipePipe
pipe
Recons.
pipe
pipe
4.525
4.280
pipe
pipe
Recons.
3.770
pipe
pipe
Pipe
4.350
3.750
pipe
Pipe
Recons.
3.500
Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Recons.
p
2.990
p
Pipe pipe pipe pipe pipe pipe pipe pipe pipe pipe pipe Recons.
p
2.380
p
p
2.270
p
p
2.190
p
0.840
p
Recons.
Pipe p
p
1.920
p
Recons.
p
p
STRUCTURE NO.
p
Layuot
p
Excavation for Pipe
p
Pipe bed PCC
p
Pipe Laying
p
Excavation
p
PCC
0.690
1st lift
Recons.
2nd lift
Final lift
pipe pipe pipe pipe pipe pipe pipe pipe pipe
Protection work
0.540
Pipe Pipe Pipe PipePipe Pipe Pipe Pipe Pipe Pipe Pipe Recons.
CHAINAGE
Pipe Pipe Pipe Pipe Pipe Pipe pipe pipe pipe pipe
Head wall
LHS
PROGRESS STRIP CHART (PIPE CULVERTS))
BHILWARA RAJSAMAND TOLLWAY PRIVATE LIMITED
Pipe
Pipe
Pipe
pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
pipe
Pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
Pipe
pipe
pipe
pipe
pipe
p
Pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
Pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
p
Pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
Pipe Laying
Pipe
pipe
pipe
Pipe
pipe
pipe
Pipe
Pipe
p
Pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
Pipe
Pipe bed PCC
Pipe
pipe
pipe
Pipe
pipe
pipe
Pipe
Pipe
Pipe
Pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
Pipe
Excavation for Pipe Pipe
pipe
pipe
Pipe
pipe
pipe
Pipe
Pipe
Pipe
Pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
Pipe
Pipe
pipe
pipe
Pipe
Pipe
Pipe
Pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
pipe
Pipe
Layuot
Pipe bed PCC
Pipe Laying
Excavation
PCC
1st lift
2nd lift
Final lift
Protection work
Pipe
pipe
Pipe
Pipe
Pipe
p
Pipe
p
pipe
Pipe
pipe
pipe
Pipe
pipe
pipe
Pipe
pipe
pipe
Pipe
pipe
Pipe
Pipe
Pipe
pipe
pipe
Pipe
Pipe
pipe
pipe
pipe
Pipe
Pipe
pipe
Pipe
Pipe
Pipe
Excavation
Pipe
PCC
Pipe
p
pipe
Pipe
pipe
pipe
Pipe
pipe
pipe
Pipe
pipe
pipe
Pipe
pipe
Pipe
Pipe
Pipe
Pipe
pipe
pipe
Pipe
pipe
pipe
Pipe
Pipe
Pipe
Pipe
Pipe
pipe
1st lift
STRUCTURE NO.
77.550
p
Recons.
pipe
77.390
pipe
Recons.
30.160
Recons.
pipe
76.950
28.850
Recons.
pipe
Recons.
27.520
Recons.
27.300
Recons.
27.225
Recons.
26.775
Recons.
26.310
Recons.
25.700
Recons.
24.450
Recons.
20.465
Recons.
17.300
Pipe
Recons.
15.780
Recons.
15.700
Recons.
14.341
Recons.
13.626
Recons.
pipe
Layuot
Head wall
12.490
Recons.
10.400
pipe
2nd lift
Excavation for Pipe
RHS
Pipe
Recons.
Final lift
Head wall
LHS
Protection work
9.470
Recons.
CHAINAGE
9.230
Recons.
PROGRESS STRIP CHART (PIPE CULVERTS))
Pipe
pipe
pipe
pipe
Pipe
Pipe
Pipe
pipe
pipe
Pipe
pipe
pipe
pipe
Pipe
pipe
pipe
pipe
Pipe
Pipe
Pipe
pipe
pipe
Pipe
pipe
pipe
pipe
pipe
pipe
Pipe
pipe
pipe
pipe
pipe
pipe
Pipe
Pipe
Pipe
pipe
pipe
Pipe
pipe
pipe
pipe
pipe
pipe
Pipe
pipe
pipe
pipe
pipe
pipe
Pipe
Pipe
Pipe
pipe
pipe
Pipe
pipe
pipe
pipe
Pipe
pipe
Pipe
Pipe
Pipe
Pipe
pipe
pipe
P
Pipe
pipe
pipe
pipe
Pipe
pipe
Pipe
Pipe
Pipe
Pipe
pipe
pipe
P
Pipe
Pipe
pipe
Pipe
Pipe
Pipe
pipe
pipe
Pipe
pipe
pipe
Pipe
pipe
Pipe
PP
Pipe
pipe
pipe
Pipe
pipe
pipe
Pipe
pipe
Pipe
P
Pipe
pipe
pipe
Pipe
pipe
pipe
p
Pipe
p
p
pipe
pipe
pipe
pipe
Pipe
p
pipe
101
pipe
pipe
pipe
pipe
pipe
p
RHS
Crash Barrier
SUPER
STRUCTURE
R/W
SUBSTRUCTURE
FOUNDATION
PCC
EXCAVATION
LAYOUT
STRUCTURE NO.
LAYOUT
EXCAVATION
PCC
FOUNDATION
SUBSTRUCTURE
SUPER
STRUCTURE
R/W
Crash Barrier
LEGEND :
0.960
TYPE OF
CONSTRUCTION
Box Box Box Box Box Box Box Box Box Recons
D. CHAINAGE
Completed
Box
box
box
Box
Box
Box
box
box
box
Box
Box
102
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
box
Box
Box
Box
box
Box
box
box
box
box
box
Box
Box
Box
Box Box Box Box Box Box Box
box box box box box box box
Box Box Box box box box box
Box Box Box Box box box box
Box Box Box Box Box box box
box
Box
box
box
Box
box
box box box box box box box box
Box
box box box box box box Recons
Box
box box box box box box box box
Box
Box
Box
Box Box Box Box Box Box Box Box
Box
Box
Box
Box
Box
Box
Box
Box
5.200
Box
Box Box Box Box box box box
5.000
Box
Box
Box
Box Box box box box box box
Box
Box
Box
Box
Box
Box
box
Box
Box
Box
box
Box
box
box
Box
Box
Box
Box
Box
Box
box
Box
Box
box
box
Box
Box
box
Box
Box
Box
box
Box
box
box
Box
Box
Box
Box
Box
Box
Recons
box
Recons
box
Recons
Box
Recons
box box box box
Box
Recons
box box box box
box
Recons
box box box box box
box
Recons
Box
Recons
Box
Recons
Box
Recons
Box
Recons
Box
box box box box
Box
Box
Box
Recons
7.570
Box
Recons
7.100
Box
Box
Recons
6.610
Recons
Box
Recons
6.320
Box Recons
Box
Box
Box
box
Box
Box
Box
box
Box
box
box
Box
Box
Box
Box
Box
Box
Box
Box
box
Box
Box
Box
box
box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
12.560
12.100
11.790
11.560
11.450
11.300
11.030
11.000
10.720
10.700
10.150
10.100
8.680
8.220
7.860
7.770
5.640
Box
Recons
5.570
4.325
Box
Box
Box
4.430
4.240
Box Box Recons
Box
Box
Box
Recons
4.175
Box Box Box Box Box Box Box Box Box Recons
Recons
2.270
Box Box Box Box Box Box Recons
Box
Box
Box
LHS
PROGRESS STRIP CHART (BOX SLAB CULVERTS)
box Box
Box
Box
Box
Box
box
box
SUBSTRUCTURE
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
box
box
FOUNDATION
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
box
box
PCC
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
box
box
EXCAVATION
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
box
box
LAYOUT
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
box
box Box
EXCAVATION
FOUNDATION
SUBSTRUCTURE
SUPER
STRUCTURE
R/W
Crash Barrier
b
PCC
LEGEND :
103
b
Box
b
Box
Box
Box
box
Box
box
bb
Box
b
Box
Box
Box
Box
Box
Box
Box
b
Box
Box
Box
box
Box
Box
Box
b
Box
Box
Box
b
Box
Box
box Box
b
Box
Box
Box
box
Box
box
Box
box
Box
Box
Box
Box
Box
Box
box
box
box
box
box
box
29.460
29.400
29.065
28.150
27.988
27.450
26.916
26.752
26.025
25.879
25.560
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
box
Box
Box
b
Box
Box
box
Box
Box
box
Box
box
box
Box
box
Box
box
Box
Box
Box
Box
box
Box
Box
Box
Box
box
Box
BOX
BOX
Box
BOX
Box
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
box
BOX
BOX
Box
BOX
Box
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
box
BOX
BOX
Box
BOX
Box
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
box
BOX
BOX
Box
BOX
Box
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
box
BOX
BOX
Box
BOX
Box
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
box
BOX
BOX
Box
BOX
Box
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
box
box box
box
Box
box
b
Box
box
Box
Box
box box
LAYOUT
STRUCTURE NO.
b
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
box
Box Box Box Box Box
box
Box
Box
Box
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
R/W
SUPER
STRUCTURE
box
Recons
box
Box
box
Box
Box
Box
Box
Box
box
Box
b
BOX
BOX
b
Box
b
Box
Box
Box
box
Box
b
box
box
b
Box box
IN PROGRESS
Box
Box
Recons
Box
Recons
Box
Recons
Box
Recons
Box
Recons
Box
Recons
Box
Recons
Box
Recons
Box
Recons
Box
Recons
Box
Box
Box
24.993
23.300
NEW
Box
Recons
23.000
NEW
22.700
NEW
22.345
NEW
22.000
NEW
21.670
NEW
21.350
NEW
21.200
NEW
21.000
NEW
19.930
Recons
18.880
Recons
17.050
Recons
16.906
Recons
15.200
NEW
13.400
Recons
Box
Box Box Box box box box box
LHS
13.100
Recons
Crash Barrier
TYPE OF
CONSTRUCTION
RHS
Recons
D. CHAINAGE
12.700
46.080
45.780
b
Box
BOX
BOX
b
BOX
Box
Box
Box
box
Box
BOX
BOX
BOX
Box
BOX
Box
BOX
BOX
Box
box
box
BOX
box
BOX
BOX
BOX
BOX
b
b
Box
b
Box
b
Box
Box
Box
box
Box
Box
box
Box
box
box
box
box
box
box
box
box
box
box
box
Box
Box
b
Box
b
Box
Box
Box
box
Box
Box
box
Box
box
box
box
box
box
box
b
Box
Box
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
BOX
box
Box
Box
Box
Box
Box
box
box
b
box
BOX
BOX
BOX
b
Box
box
Box
Box
Box
BOX
box
Box
Box
Box
Box
Box
box
box
b
box
BOX
BOX
BOX
b
Box
box
Box
Box
Box
BOX
box
Box
Box
Box
Box
Box
box
box
b
box
BOX
BOX
BOX
b
Box
box
BOX
box
Box
Box
Box
box
box
b
box
BOX
BOX
BOX
b
Box
box
BOX
box
Box
Box
Box
box
box
b
box
BOX
BOX
BOX
b
Box
box
BOX
box
Box
Box
Box
box
box
b
box
BOX
BOX
BOX
b
b
Box
BOX
bb
bb
b
b
Box
b
b
b
b
Box
Box
b
b
b
b
Box
Box
Box
box
Box
BOX
BOX
BOX
Box
BOX
BOX
BOX
Box
box
box
b
box
BOX
b
Box
b
b
b
b
Box
Box
Box
box
Box
BOX
BOX
BOX
Box
BOX Box BOX
IN PROGRESS
BOX
Box
box
box
b
box
BOX BOX
Box
LEGEND :
104
Box
Box
Box
b
Box
Box
Box
Box
Box
box
box
Box
Box
NEW
Box
Box
Recons
44.350
b
box
Recons
b
Box
44.200
Recons
BOX
Box
43.440
Recons
43.020
Recons
42.725
BOX
NEW
Recons
42.550
42.500
BOX
NEW
BOX
Box
Recons
42.300
42.140
box
NEW
BOX
Box
Recons
42.070
41.900
NEW
41.785
box
NEW
box
NEW
Box
NEW
NEW
40.890
40.370
40.280
39.955
BOX
Box
NEW
39.785
NEW
39.520
NEW
39.380
BOX
NEW
Box
Box
Crash Barrier
39.260
BOX
Box
R/W
Recons
Box
Box
SUPER
STRUCTURE
39.075
BOX
Box
SUBSTRUCTURE
Recons
BOX
Box
FOUNDATION
38.975
BOX
Box
RHS
PCC
Recons
Box
Box
EXCAVATION
37.649
box
STRUCTURE NO.
LAYOUT
Recons
Box
Box
LAYOUT
36.331
Box
Box
EXCAVATION
Recons
Box
Box
PCC
36.201
BOX
Box
FOUNDATION
Recons
b
Box
LHS
SUBSTRUCTURE
34.789
Recons
BOX
Box
R/W
SUPER
STRUCTURE
34.000
Recons
BOX
Box
Box
Box
Crash Barrier
32.490
b
TYPE OF
CONSTRUCTION
Box
Recons
D. CHAINAGE
Recons
31.720
box
Box
Box
b
Box
Box
box
box
box
box
box
box
box
box
Box
Box
b
Box
Box
box
box
box
box
Box
Box
b
Box
Box
box
box
box
box
Box
Box
b
Box
BOX
BOX
BOX
BOX
box
Box
Box
b
Box
BOX
BOX
BOX
box
Box
Box
b
Box
BOX
BOX
box
Box
Box
b
Box
BOX
BOX
59.690
NEW
59.673
Recons
59.637
Recons
59.610
NEW
59.570
NEW
59.520
NEW
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
BOX
Box
Box
Box
Box
Box
Box
Box
BOX
Box
Box
Box
Box
Box
Box
BOX
Box
BOX
Box
Box
Box
Box
Box
Box
BOX
BOX
Box
BOX
Box
Box
Box
Box
Box
Box
BOX
BOX
Box
BOX
Box
Box
Box
Box
Box
Box
box
box
box
box
box
box
box
box
box
Box
box
BOX
Box
BOX
Box
b
b
b
BOX
Box
BOX
BOX
Box
Box
Box
Box
Box
box
box
box
box
box
box
box
box
box
Box
box
BOX
Box
BOX
Box
b
b
b
BOX
Box
BOX
BOX
Box
Box
Box
Box
Box
box
box
box
box
box
box
box
box
box
Box
box
BOX
Box
BOX
Box
b
b
b
BOX
Box
BOX
BOX
Box
Box
Box
Box
Box
box
box
box
box
box
box
box
box
box
Box
box
BOX
Box
BOX
Box
b
b
b
BOX
Box
BOX
BOX
Box
Box
Box
Box
Box
box
box
box
box
box
box
box
box
box
Box
box
BOX
Box
Box
b
b
b
BOX
Box
BOX
BOX
Box
Box
Box
Box
Box
box
box
box
box
box
box
box
box
box
Box
box
BOX
Box
Box
b
b
b
BOX
Box
BOX
BOX
Box
Box
Box
Box
Box
box
box
box
box
box
box
box
box
box
Box
box
box
Box
Box
b
b
b
BOX
Box
BOX
Box
Box
Box
Box
Box
box
box
box
box
box
box
box
box
box
Box
box
box
Box
b
Box
Box
b
b
b
BOX
Box
BOX
Box
Box Box Box
IN PROGRESS
Box
b
b
LEGEND :
105
Box
Box
Box
box
Box
Box
59.020
Box
Box
box
Recons
Box
Box
box
58.910
Box
Box
Box
NEW
Box
Box
Box
55.710
Box
Box
Box
Recons
Box
Box
box
55.630
Box
Box
box
BOX
Box
Box
Box
Box
Box
box
Box
Box
Recons
55.450
Recons
55.400
Recons
55.310
Recons
55.222
Recons
54.922
Recons
53.900
Recons
52.190
Recons
51.470
box
Box
Recons
53.350
Recons
49.700
Recons
49.300
Recons
49.180
Recons
48.625
Recons
48.530
Recons
48.330
NEW
48.000
NEW
47.570
NEW
47.560
NEW
47.340
NEW
46.920
Recons
Box
Box
Crash Barrier
b
Box
R/W
Box
Box
SUPER
STRUCTURE
Box
Box
SUBSTRUCTURE
box
Box
FOUNDATION
box
Box
RHS
PCC
Box
Box
EXCAVATION
box
Box
LAYOUT
box
Box
STRUCTURE NO.
Box
Box
LAYOUT
Box
Box
EXCAVATION
Box
Box
PCC
box
Box
FOUNDATION
box
Box
LHS
SUBSTRUCTURE
b
BOX
box
Box
R/W
SUPER
STRUCTURE
b
BOX
box
Box
Crash Barrier
NEW
TYPE OF
CONSTRUCTION
Box
D. CHAINAGE
46.480
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
b
Box
Box
Box
Box
Box
b
Box
b
Box
Box
Box
Box
b
Box
BOX
BOX
BOX
Box
b
Box
Box
Box
Box
BOX
b
Box
BOX
BOX
Box
Box
b
Box
Box
Box
Box
BOX
b
Box
BOX
Box
Box
b
Box
Box
Box
Box
BOX
b
Box
BOX
67.020
NEW
66.665
66.360
66.217
65.930
64.180
Recons
64.040
63.570
63.330
Recons
63.270
Recons
63.100
NEW
63.070
Recons
62.830
NEW
62.670
NEW
Box
Box
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
BOX
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
BOX
BOX
BOX
b
Box
BOX
BOX
Box
BOX
BOX
BOX
BOX
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
BOX
BOX
BOX
b
Box
BOX
BOX
Box
BOX
BOX
BOX
BOX
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
BOX
BOX
BOX
b
Box
BOX
BOX
Box
BOX
BOX
BOX
BOX
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
BOX
b
Box
BOX
BOX
Box
BOX
BOX
BOX
BOX
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
BOX
b
Box
BOX
BOX
Box
BOX
BOX
BOX
BOX
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
BOX
b
Box
BOX
BOX
Box
BOX
BOX
BOX
BOX
Box
b
b
Box
Box
Box
Box
b
Box
BOX
BOX
Box
BOX
BOX
BOX
BOX
Box
Box
b
b
Box
Box
Box
Box
b
Box
BOX
BOX
Box
BOX
BOX
BOX
BOX
Box
Box
Box
Box
Box
Box
Box
b
Box
Box
Box
b
Box
Box
Box
Box
Box
Box
Box
Box
Box
b
Box
Box
Box b
Box
Box
Box
Box
106
Box
Box
Box
NEW
Box
62.460
Box
Box
Box
NEW
b
NEW
Box
Box
Box
Recons
Box
62.100
Box
Box
Box
Recons
Box
Recons
b
Box
Box
61.810
b
Box
Box
Recons
Box
Recons
Box
Box
Box
Recons
Box
61.400
Box
Box
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
SUPER
STRUCTURE
Box
Box
Box
SUBSTRUCTURE
b
Box
Box
FOUNDATION
Box
Box
Box
BOX
Box
Box
Box
BOX
Box
Box
Box
BOX
Box
Box
Box
Box
BOX
b
Box
Box
BOX
b
Box
Box
Box
BOX
Box
Box
Box
Box
Box
Recons
61.000
NEW
60.920
Recons
60.830
NEW
60.630
NEW
60.580
NEW
60.300
60.400
Recons
NEW
Recons
60.100
60.000
Recons
Box
Box
RHS
59.980
b
PCC
LEGEND :
NEW
Box
EXCAVATION
Crash Barrier
59.970
Box
LAYOUT
R/W
NEW
59.900
Recons
59.820
Recons
Box
Box
STRUCTURE NO.
Box
Box
LAYOUT
Box
Box
EXCAVATION
Box
Box
PCC
Box
Box
FOUNDATION
Box
Box
LHS
SUBSTRUCTURE
Box
Box
R/W
SUPER
STRUCTURE
Box
Box
Crash Barrier
Recons
TYPE OF
CONSTRUCTION
Box
D. CHAINAGE
59.700
b
Box
Box
Box
Box
b
Box
Box
Box
b
Box
Box
BOX
b
Box
Box
b
Box
Box
Box
b
Box
BOX
BOX
b
Box
Box
b
Box
Box
Box
Box
BOX
BOX
b
Box
Box
b
Box
Box
BOX
BOX
BOX
b
Box
Box
b
Box
BOX
BOX
BOX
BOX
BOX
BOX
b
Box
Box
b
Box
BOX
BOX
BOX
BOX
BOX
BOX
b
Box
Box
Box
BOX
BOX
BOX
BOX
BOX
BOX
b
Box
Box
79.170
Recons
78.480
Recons
77.970
Recons
77.750
Recons
77.660
Recons
76.480
Recons
75.750
Recons
75.270
Recons
74.870
Recons
74.350
Recons
74.200
74.100
Recons
73.900
Recons
73.540
73.390
72.815
72.700
72.410
71.220
71.640
Recons
Recons
box
Box
Box
Box
box
b
Box
box
Box
b
Box
box
Box
Box
b
Box
box
Box
Box
Box
b
Box
box
b
Box
Box
Box
b
Box
box
b
Box
Box
Box
b
Box
box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Recons
BOX
Box
Box
b
70.950
b
Box
b
Box
Box
Box
Box
Box
b
Box
Box
BOX
BOX
BOX
BOX
BOX
b
Box
Box
b
Box
Box
Box
Box
Box
Box
Box
box
Box
b
Box
Box
Box
Box
Box
b
Box
Box
BOX
BOX
BOX
BOX
BOX
b
Box
Box
b
Box
Box
Box
Box
Box
Box
Box
box
Box
b
Box
Box
Box
Box
Box
b
Box
Box
BOX
BOX
BOX
BOX
BOX
b
Box
Box
b
Box
Box
Box
Box
Box
Box
Box
box
Box
b
Box
Box
Box
Box
Box
b
Box
Box
BOX
BOX
BOX
BOX
BOX
b
Box
Box
b
Box
Box
Box
b
Box
Box
Box
Box
box
Box
b
Box
Box
Box
Box
Box
Box
Box
Box
b
Box
Box
BOX
BOX
BOX
BOX
BOX
b
Box
Box
b
Box
Box
Box
b
Box
Box
Box
Box
box
Box
b
Box
Box
Box
Box
Box
Box
Box
Box
b
Box
Box
BOX
BOX
BOX
BOX
BOX
b
Box
Box
b
Box
Box
Box
b
Box
Box
Box
Box
box
Box
b
Box
Box
Box
Box
Box
Box
Box
Box
b
Box
Box
BOX
BOX
BOX
BOX
BOX
b
Box
Box
b
Box
Box
Box
b
Box
Box
Box
Box
box
Box
b
Box
Box
Box
Box
b
Box
Box
Box
b
Box
Box
BOX
BOX
BOX
BOX
BOX
b
Box
Box
b
Box
Box
Box
b
Box
Box
Box
Box
box
Box
LEGEND :
107
Box
Box
Recons
Box
Box
Box
70.700
Box
Box
Box
Recons
Box
Box
Box
70.480
b
Box
Box
Recons
Box
Box
Box
70.000
Box
Box
b
BOX
Box
Box
Recons
Box
BOX
Box
Box
Recons
Box
Recons
Box
Recons
Box
Recons
b
BOX
b
Box
Box
NEW
69.675
NEW
69.270
NEW
69.187
NEW
68.700
NEW
68.280
NEW
67.720
NEW
67.680
NEW
Box
BOX
Box
Crash Barrier
Box
BOX
Box
R/W
Box
Box
Box
SUPER
STRUCTURE
Box
Box
Box
SUBSTRUCTURE
Box
b
Box
FOUNDATION
Box
Box
Box
RHS
PCC
b
Box
Box
EXCAVATION
Box
Box
Box
LAYOUT
Box
Box
STRUCTURE NO.
Box
Box
LAYOUT
Box
Box
EXCAVATION
Box
Box
PCC
Box
Box
FOUNDATION
Box
Box
LHS
SUBSTRUCTURE
b
Box
R/W
SUPER
STRUCTURE
Box
Box
Crash Barrier
NEW
TYPE OF
CONSTRUCTION
Box
D. CHAINAGE
67.300
87.470
Recons
87.200
NEW
86.930
NEW
86.500
NEW
86.200
NEW
86.000
NEW
85.700
NEW
85.600
NEW
85.000
NEW
84.800
NEW
84.600
NEW
84.200
NEW
83.900
NEW
83.600
NEW
83.400
NEW
83.080
NEW
82.900
NEW
82.670
NEW
82.470
NEW
82.080
NEW
81.750
NEW
81.510
NEW
81.250
NEW
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
Box
b
Box
b
b
Box
Box
Box
Box
Box
Box
b
Box
b
Box
Box
Box
Box
Box
b
b
Box
Box
Box
Box
Box
Box
b
Box
b
Box
Box
Box
Box
Box
b
b
Box
Box
Box
Box
Box
Box
b
Box
b
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
Box
Box
b
Box
b
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
Box
Box
b
Box
b
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
Box
Box
b
Box
b
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
Box
Box
b
Box
b
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
Box
Box
b
Box
b
Box
Box
Box
Box
Box
bn
Box
Box
Box
Box
Box
Box
b
Box
b
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
Box
Box
b
Box
b
Box
Box
Box
Box
Box
b
Box
Box
Box
Box
Box
Box
b
Box
b
Box
Box
Box
Box
Box
b
b
Box
Box
Box
Box
Box
Box
b
Box
b
Box
Box
Box
Box
b
Box
b
b
b
Box
Box
Box
Box
Box
Box
b
Box
b
Box
Box
Box
Box
Box
Box
Box
b
b
b
Box
b
Box
b
b
Box
Box
Box
Box
Box
Box
b
Box
b
Box
Box
Box
Box
Box
Box
Box
b
b
b
Box
b
Box
b
b
Box
Box
Box
Box
Box
Box
b
Box
b
Box
Box
LEGEND :
108
Box
b
Box
Box
Box
b
Box
Box
Box
Box
Box
Box
Box
Box
Box
Crash Barrier
Box
Box
R/W
Box
Box
SUPER
STRUCTURE
b
Box
SUBSTRUCTURE
b
Box
FOUNDATION
Box
Box
RHS
PCC
b
Box
EXCAVATION
Box
Box
LAYOUT
Box
Box
STRUCTURE NO.
Box
Box
LAYOUT
Box
Box
EXCAVATION
Box
Box
PCC
Box
Box
FOUNDATION
Box
Box
LHS
SUBSTRUCTURE
Box
Box
R/W
SUPER
STRUCTURE
Box
Box
Crash Barrier
Recons
TYPE OF
CONSTRUCTION
Box
D. CHAINAGE
79.400
ANNEXURE - H
ORGANISATION CHART
109
ORGANISATION CHART EPC CONTRACTOR SECTION-1 (D. CH. 0+000 to D. CH. 50+000)
Shri Shri A.N. Batavi
(Authorized Representative)
Santosh Gupta
(Project Manager Highway)
Rajesh Vyas
(Project Manager
Structures)
Kundan Sharma
C. M. (Structure)
Prakash Sawanth
(DPM) Highway
Sarad Kumar Mishra
Highway
Amanullah
Senior Engineer
Supervisior
4 Members
Mukesh Singh
Sr. Engineer
Highway
Rajendra Patil
Surveyor
K.V.S. Rathore
Engr. (Toll Plaza)
Asfaque Khan
Eng.
(Structure)
Naresh Kumar
Engr. RE Wall
Om Prakash Singh
Liosoning officer
Gaurav Bhatt
Asst..Manager
(material)
Roshan Lal
Assistant.
Material
Supervisior
15 nos
Balu Lal Kumar
Asst .Surveyour
Arjun Yadav
Asst. Engr.
Baljeet Singh
Foreman
Rajender Patel Sr.
Surveyor
Keshav Singh Sr.
Surveyour
Sunil Pandey
Sr. Engineer
(Planning & Billing)
Piyush Bhavsar
C.M. (Structure)
Natwar Singh
Asst. Planning
Yogesh B. Trivedi
Manager (Accounts)
Mithilesh Kumar
Admin
Sr.Executive
Supervisior
12 Members
RE Wall Foremans
5 Members
8 Members
Supervisior
Pukhraj
Surveyor
Markande Rai
Foreman (Major
Bridge)
110
Akshay Mohanti
Safety Officer
Kuldeep
Asst. Store Keeper
Ratan Bhomik Sr.
Lab Tech
Uttam Singh
Jr.Surveyour
Foreman 2
Members
Avdesh Rai
Store Incharge
Manoj Patel
Manager (QA/QC)
R. N. Singh Sr.
Engineer (QA/Qc)
Amit Kumar
Jr. Clerk
Gopal Electrical
Liasoning Officer
Sachin
Suryavanshi
Surveyor
Pankaj Kumar
Mechanical
Engineer
P&M Staff (Oper
,Tech, & Hel .) 28
Members
6 Members
Supervisior
Hemant
Survey. Asst
Jr. Engineer
3 Members
Mr. N.D. Talukdar
GM QA/QC/HSE
G.S. Intodia
Electrical
Liasoning
Officer
Lab Tech 5
Members
Asst.Lab Tech
4 Members
ORGANISATION CHART EPC CONTRACTOR CAMP-2 (D. CH. 50+000 to D. CH. 87+250)
Shri A.N. Batavi
Mr. N.D. Talukdar
Inhouse Team
D. K. Singh
QC Manager
Vikas
Ku.Chaudhari
Motla
Kishor
Jr. Engg.
Sr. Eng. (Structure)
Pankaj Kumar
Engr. (Toll Plaza)
Pushpender
Ambalal Patel
Singh
(R.E(Sr.Surveyor)
Wall Supervisor)
Pushpender singh
(R.E wall Supervisor)
P. K. Dutta (C.M.)
Highway
Akhil Bandu Ray
Sr. Surveyor
Highway
Utpal
Mr.Amit
Chan
T.S
T.SSurveyor
Surveyor
Ankit
Mr.P.Piyush
Patel
Asst.
Jr. Engg.
Surveyor
D. Bala Subramaniam
(Highway)
A.Nirmal
Jagadeesh
Mr.
sahoo
Construction
Manager
Engineer
(Pavement)
Chandra Bhusan
(Asst.Surveyor)
Sr. Supervisior 1 No
Yashdeep Punia
(Jr.Engineer)
Supervisior 2 No
Vishnu Kr. Singh
(Surveyor)
Supervisior 1 No
Mr.Depak
(Surveyor)
Supervisior 2 No
Umaram
Kashyap
Sr. Store
Officer
Pankaj Kumar
Mr.Parthikar
P&M
Manager
Sr.
Mechanical
Srimanta Mishra
Material Manager
Sourabh Baregama
Computer Operator
B.C. Patil - Store
Keeper / Sahoo
Piyush -JaniAsst. Store Keeper
Mechanic- 2 No's
Auto Elc. 1No/ Welder 1
HMV Driver 20 Nos.
LMV Driver 6 Nos.
Loader Operator 2 Nos.
Alpesh Patel
Alpesh Patel
Sr.Sr.
Supervisor
Officer
Manoj Katewa
Safety Engineer
Santosh
Safety Supervisor
Sunil Singh
Material officer
Parmeshwar Lal
Asst. Accountant
Amit
Electrical Engineer
1- Mantu Kumar Srivastwa
Sr.Lab-Tech. (GSB/WMM)
2- Dhirendra Das
Sr.Lab-Tech. (Soil)
Rameshwar Dayal Jat
Surveyor
111
Safety Helpers
(06 Nos)
Anikesh
Lab Technician
Helper (06 Nos.)
1- Aditya Ku. Gaur
Lab-Tech. (Concrete)
2- Jai Prakash Regar
Lab-Tech. (Soil)
Noor Khan
Safety Supervisor
Lovey Johnson
IT Executive
Material
Supervisior 8 nos
Alakh Narajan
kumar
(Supervisior)
Gaurav Dave
QC Manager
Rajpal Singh
Liaisoning Officer
Saheb Khan
(Computer Operator)
Lab. Asst. 3 Nos.
ANNEXURE - I
QUALITY CONTROL TESTS
112
FOUR LANING OF BHILWARA - RAJSAMAND IN THE SECTION OF NH - 758 (From KM.0+000 To KM.87.250) IN THE STATE OF RAJASTHAN UNDER NHDP PHASE IV ON (DBFOT) TOLL BASIS
CLIENT
: NATIONAL HIGHWAYS AUTHORITY OF INDIA
CONCESSIONAIRE
INDEPENDENT ENGINEER
EPC CONTRACTOR
: BHILWARA-RAJSAMAND TOLLWAY PRIVATE LIMITED
: ARTIFACT PROJECT LTD.
: SADBHAV ENGINEERING LIMITED
MONTHLY PROGRESS REPORT FOR THE MONTH OF JANUARY - 2016 (FROM KM 0+000 TO 87+250)
NOS. OF TEST CONDUCTED
QUANTITY EXCUTED
SL
NO
1
DESCRIPTION
TYPE OF TEST
TOTAL
PASS
FAIL
TOTAL
PASS
FAIL
TOTAL
PASS
FAIL
TOTAL
PASS
FAIL
TOTAL
PASS
FAIL
REMARKS
TOTAL
694
694
694
694
38
38
38
38
677
694
694
694
694
38
38
38
38
Atterberg Limits
1 Tests/ 250 Rm 168100 RM
677
677
694
694
694
694
38
38
38
38
Free Swell Index
1 Tests/ 250 Rm
677
677
694
694
694
694
38
38
38
38
CBR
1 Tests/ 250 Rm
1 Test/ 1000
1539487.40
4597 m2
m2
m2
EMB 2 Tests/ 3000 m
0.0 m3
EMB & SUB
2 Tests/ 3000 m771496.0 m3
GRADE EMB & SUB
110832.
2 Tests/ 3000 m GRADE 0 m3
3642693 m3
Total
Total
QTY2 Tests/ 3000 m
QTY4414189m3
110832.
1 Tests/ 3000 m
0 m3
2
4
6
89
5429
760
793
760
RM
168100 RM
1544084.4
0 m2
EMB 771496.0
m3 EMB &
SUB
GRADE 3753525m
3 Total QTY4525021m
3
2
4
6
89
5368
61
61
5340
1969
16
1985
5279
33
33
793
2720
74
2794
2950
2950
74
74
3024
3024
394
394
8
8
402
402
2720
74
2794
2950
2950
74
74
3024
3024
394
394
8
8
402
402
2720
74
2794
2949
2949
74
74
3023
3023
394
394
8
8
402
402
2720
74
2794
2949
61
3010
74
74
3023
61
3084
394
394
8
8
402
402
1234
37
1271
1232
22
1254
37
37
1269
22
1291
248
248
8
8
256
256
10
265
313
313
10
10
323
323
94
94
5
5
99
99
2 Tests/3000 m
255
Proctor
2 Tests/ 3000 m
260
10
270
318
318
10
10
328
328
97
97
5
5
102
102
Atterberg Limits
2 Tests/ 3000 m 35240 M
254
10
264
312
312
10
10
322
322
94
94
5
5
99
99
254
10
264
312
312
10
10
322
322
94
94
5
5
99
99
39
40
40
40
40
11
11
11
11
Free Swell Index
500.0M
35740.0 M
2 Tests/ 3000 m
3
CBR
1 Test/ 3000 m
39
Gradation
2 Tests/ 3000 m
202
202
202
202
202
202
Proctor
2 Tests/ 3000 m
202
202
202
202
202
202
Atterberg Limits
2 Tests/ 3000 m 101000 RM
202
202
202
202
202
202
2 Tests/ 3000 m
202
202
202
202
202
202
3
1 Test/ 3000 m
110
110
110
110
110
110
2 Tests/ 3000 m
70
70
123
123
123
123
27
27
27
27
2 Tests/ 3000 m
70
70
123
123
123
123
27
27
27
27
70
70
123
123
123
123
27
27
27
27
2 Tests/ 3000 m
70
70
123
123
123
123
27
27
27
27
3
50
50
80
86
80
86
23
23
23
23
Free Swell Index
Gradation
SUB GRADE
AFTER
EXCAVATION
FAIL
TILL DATE
677
Proctor
BORROW AREA
MATERIAL
Atterberg Limits
(EMBANKMENT
& SUB-GRADE)
Free Swell Index
EXISTING
SHOULDER
MATERIAL
PASS
IN THIS MONTH
677
OGL
ROADWAY
EXCAVATED
MATERIAL
TILL
DATE
677
CBR
Proctor
Atterberg Limits
Free Swell Index
CBR
6
TILL DATE
THIS
MONTH
1 Tests/ 250 Rm
Gradation
5
UP TO
PREVIOUS
MONTH
UP TO PREVIUOS
MONTH
TILL DATE
1 Tests/ 250 Rm
CBR
4
THIS
MONTH
THIS MONTH
Proctor
Gradation
3
UP TO PREVIOUS MONTH
UP TO
PREVIOUS
MONTH
TEST WITNESSED BY IE/NHAI
NOS. OF TEST REQUIRED
Gradation
Field Density
2
FREQUENCY
OF TESTING
3
2 Tests/ 3000 m 54788.0 m
3
m
3
54788.0 m
1 Test/ 3000 m
1 test/ 1000
Embankment Layer 2
m
FIELD DRY
DENSITY (FDD)
TEST
Subgrade layer
101000 RM
1 test/ 500 m2
37231286.70 249075. 37480361.
m2
20 m2
90 m2
6529339.0 154084. 6683423.3
m2
35m2
5m2
6
6
10845
261
11106 65237 711 65948 2792
48
2840
68029 759 68788 7729
391
8107
352
42
394
8081
433
8501
13672
320
13992 41012 890 41902 1691
42
1733
42703 932 43635 6046
531
6574
215
36
251
6261
567
6825
113
QUANTITY EXCUTED
SL
NO
DESCRIPTION
TYPE OF TEST
Gradation
Proctor
7
GRANULAR
SUBBASE
[ G.S.B ]
FREQUENCY
OF TESTING
UP TO
PREVIOUS
MONTH
TILL DATE
1 Test/ 200 m3
488533.57
475596.83
12936.74m3
m3
m3
As required
10 % Fines Value As required
1 Density
Field Density
measuement/
500 m2
Gradation of Mix Ag1 Test/ 100 m3
2367216.2
m2
65514.6 2432730.8
0 m2
m2
3
Atterberg's Limits 1 Test/ 100 m
Proctor
8
WET MIX
MACADAM
[ W.M.M ]
As required
396759.13
m3
3
AIV Test
1 Test/ 200 m
Fl& El Test
1 Test/ 200 m3
13118.7
7 m3
409877.9
m3
Water Absorption As required
9
PRIME /TACK
COAT
Field Density
1test/ 500 m2
Quality of binder
2 Samples / lot
Binder
Temperature
Regular
Rate of Spread of
2 Tests/ Day
Binder
10
65
4
IN THIS MONTH
TILL DATE
REMARKS
TILL
DATE
PASS
FAIL
TOTAL
PASS
FAIL
TOTAL
PASS
FAIL
TOTAL
PASS
FAIL
TOTAL
PASS
FAIL
TOTAL
PASS
FAIL
TOTAL
2363
65
2428
3177
96
3270
106
4
110
3283
100
3380
459
77
539
11
4
15
470
81
554
16
16
16
16
13
13
13
13
2363
65
2428
3141
3141
106
3247
3247
441
441
11
452
452
2
2
11
11
11
11
12
12
12
12
2
2
16
16
16
16
10
10
10
10
12737 286 13023
106
4918
142
5060
637
18
655
13374 304 13678 2095
3908
131
4039
4867
4879
192
192
5059
5071
627
3908
131
4039
4823
4823
188
188
5011
5011
15
15
15
15
11
196
2291
181
199
2276
214
2490
12
639
23
23
650
12
662
580
580
6
6
19
19
599
599
6
6
18
1969
66
2035
2957
2957
142
142
3099
3099
499
499
19
19
518
518
1969
66
2035
2957
2957
142
142
3099
3099
496
496
19
19
515
515
4
4
4
4
4
8
8
8
8
6213
201
6414
19467 137 19604
913
6
919
20380 143 20523 3641
80
3721
198
69
76
76
103
103
4
4
107
107
3
3
712
1130
1130
122
122
1252
1252
284
284
34
1343
20379
3298
69
943
638
122
760
712
PC :1520469.5m
2 TC:2472981.0m
2
PC :48325.0
m2 TC:209803.
0 m2
PC :1568794.5
m2 TC:2682784.0
m2
9465
517
9982
19036
19036 1343
20379 3298
6
204
3839
86
3925
3
3
34
318
318
325
325
3623
3623
150
9
9
159
159
Viscosity Test
1 Sample / lot
874
69
943
874
874
Softening Point
1 Sample / lot
896
69
965
896
896
69
69
965
965
156
156
9
9
165
165
Penetration Test
1 Sample / lot
896
69
965
896
896
69
69
965
965
157
157
9
9
166
166
Ductility Test
1 Sample / lot
896
69
965
896
896
69
69
965
965
155
155
9
9
164
164
Mix Gradation
1 Set/400 Tons
595
17
612
1175
1175
57
57
1232
1232
95
95
269
8
277
697
697
41
41
738
738
167
167
5
269
8
41
41
160
160
69
943
150
BITUMEN
Agg. Impact Value 1 Test/350 m3
11
UP TO PREVIUOS
MONTH
TILL DATE
THIS
MONTH
4
21103643.3 94502.9 21198146.
m2
m2
2 m2
THIS MONTH
UP TO
PREVIOUS
MONTH
As required
Atterberg's Limits 1 Test/ 200 m3
CBR
THIS
MONTH
DENSE
BITUMINOUS
MACADAM
[D.B.M]
Fl& El Indices
1 Test/ 350 m3
Stripping Value
As required
Sp.Gravity &
W.Absorption
As required
1 Set/400 Tons
Stability of Mix
Control of binder
1Test/400 Tons
& Grada.in the
mix
Field Density (Core)
1/ 700 m2
GMM of Mix
1 Set/400 Tons
1214644.11 6853.18 1221497.2
MT
MT
9 MT
277
695
695
736
736
3
3
6
6
6
6
30
30
81
81
81
81
95
95
5
172
172
5
5
165
165
569
17
586
1224
1224
59
59
1283
1283
453
453
11
11
464
464
545
17
562
1127
1127
57
57
1184
1184
389
390
9
9
398
399
2402
77
2479
2479
2479
85
85
2564
2564
725
725
13
13
738
738
554
17
571
1102
1102
57
57
1159
1159
351
351
9
9
360
360
114
QUANTITY EXCUTED
SL
NO
DESCRIPTION
TYPE OF TEST
FREQUENCY
OF TESTING
UP TO
PREVIOUS
MONTH
THIS
MONTH
TILL
DATE
PASS
1 Set/400 Tons
414
55
469
Agg. Impact Value 1 Test/ 350 m3
197
26
Fl& El Indices
1 Test/ 350 m3
193
26
Stripping Value
As required
Sp.Gravity &
W.Absorption
As required
Mix Gradation
UP TO
PREVIOUS
MONTH
THIS
MONTH
TILL DATE
FAIL
THIS MONTH
TOTAL
PASS
599
599
223
327
219
FAIL
UP TO PREVIUOS
MONTH
TILL DATE
TOTAL
PASS
95
95
327
67
323
323
67
10
8
8
FAIL
FAIL
TOTAL
IN THIS MONTH
TOTAL
PASS
PASS
694
694
9
9
67
394
394
71
71
9
67
390
390
70
70
9
8
8
4
4
FAIL
TOTAL
TILL DATE
PASS
FAIL
REMARKS
TOTAL
1 Set/400 Tons
Agg. Impact Value 1 Test/ 50 m3
12
BITUMINOUS
MACADAM
[B.M]
Fl& El Indices
1 Test/ 50 m3
Stripping Value
As required
Sp.Gravity &
As required
W.Absorption
Control of binder
1Test/400 Tons
& Grada.in the
mix
1/ 250 m2
Mix Gradation
13
BITUMINOUS
CONCRETE
[ B.C]
150713.94
MT
21474.7 172188.66
27 MT
7 MT
1 Set/400 Tons
Stability of Mix
Control of binder
1Test/400 Tons
& Grada.in the
mix
1/ 700 m2
GMM of Mix
1 Set/400 Tons
10
9
9
9
80
80
9
79
79
4
4
390
55
445
603
603
95
95
698
698
186
186
17
17
203
203
376
55
431
597
597
98
98
695
695
117
117
19
19
136
136
1674
219
1893
1741
1741
236
236
1977
1977
558
558
27
27
585
585
387
55
442
573
573
93
93
666
666
134
134
18
18
152
152
2931
2931
205
205
3136
3136
434
434
16
16
450
450
19
540
3940
3940
289
289
4229
4229
638
638
29
29
667
667
3237
3237
182
182
3419
3419
469
469
22
22
491
491
4786
411
411
5197
5197
749
749
42
42
791
791
COMPRESSIVE STRENGTH M -15 GRADE
07 Days
28 Days
As per
MoRT&H
17557.95 m3
As per
MoRT&H
19967.18 m3
593.75m
3
18151.7 m3
521
M -20 GRADE
07 Days
28 days
14
871.25m 20838.43m
3
3
529
25
554
4786
907
907
46
46
953
953
257
257
4
4
261
261
336
16
352
1731
1731
106
106
1837
1837
572
572
21
21
593
593
312
312
7
7
319
319
66
66
3
3
69
69
102
5
107
353
353
18
18
371
371
91
91
1
1
92
92
CONCRETE
M -20 GRADE (KERB)
07 Days
28 days
As per
MoRT&H
9758.5 m3
As per
MoRT&H
1213.5 M3
435.00
m3
10193.5 m3
42.5 M3
1256. M3
M -25 GRADE
07 Days
28 Days
115
QUANTITY EXCUTED
SL
NO
DESCRIPTION
TYPE OF TEST
FREQUENCY
OF TESTING
UP TO
PREVIOUS
MONTH
THIS
MONTH
UP TO
PREVIOUS
MONTH
TILL DATE
As per
MoRT&H
26006.94
m3
434.0m3
26440.94
m3
706
16
722
4983
As per
MoRT&H
37755.18 m3
37980.43
m3
946
9
955
THIS
MONTH
TILL
DATE
PASS
FAIL
THIS MONTH
TOTAL
PASS
3039
FAIL
UP TO PREVIUOS
MONTH
TILL DATE
TOTAL
PASS
FAIL
TOTAL
PASS
79
79
3118
3118
4984
117
117
5100
5101
2219
2219
20
20
2239
2239
4821
4821
41
41
4862
4862
1431
1431
82
82
1513
1513
2680
2680
187
187
2867
245
245
6
6
FAIL
IN THIS MONTH
TOTAL
PASS
499
499
986
FAIL
TILL DATE
FAIL
REMARKS
TOTAL
PASS
TOTAL
10
10
509
509
988
12
12
998
1000
525
525
1
1
526
526
1321
1321
4
4
1325
1325
274
274
11
11
285
285
2867
507
507
21
21
528
528
251
251
129
129
2
2
131
131
3
3
233
233
M -30 GRADE
07 Days
28 Days
3039
1
1
M -35 GRADE
07 Days
28 Days
14
CONCRETE
225.25m
3
M -40 GRADE
07 Days
28 Days
As per
MoRT&H
12550.5 m3 554.5m3
13105.0
m3
362
19
381
M -45 GRADE
07 Days
28 Days
As per
MoRT&H
2853.5M3
12.5m3
2866.M3
143
8
151
386
386
7
7
393
393
230
230
143
3
146
148
148
1
1
149
149
46
46
46
46
245
293
293
293
293
89
89
89
89
145
129
129
130
130
46
46
46
46
121
146
146
146
146
49
49
49
49
M -40 GRADE
07 Days
15
PQC ( CUBE &
BEAM)
28 Days
FLEXURAL
STRENGTH
8181.450 m3 61.5 m3
8245.95
m3
07 Days
143
28 Days
121
Mix Gradation
16
DLC
07 Days
As per
MoRT&H
4015.500 m3
FDD
17
18
245
As per
MoRT&H
9.0 m3
4024.500
m3
2
1
1
23
1
24
30
30
1
1
31
31
13
13
13
13
57
3
60
131
131
2
2
133
133
78
78
78
78
123
6
129
204
204
6
6
210
210
84
84
84
84
Consistency
1 Test / Lot
137
137
5
5
142
142
45
45
1
1
46
46
Initial and Final
Setting Time
1 Test / Lot
137
137
5
5
142
142
45
45
1
1
46
46
Specific Gravity
1 Test / Lot
Soundness
1 Test / Lot
139
139
5
5
144
144
42
42
1
1
43
43
Finness
1 Test / Lot
139
139
5
5
144
144
43
43
1
1
44
44
1 Test / Lot
437
437
15
15
452
452
102
102
2
2
104
104
26
26
26
26
25
25
25
25
CEMENT
CEMENT
GROUT
Compressive
Strength
Compressive
Strength
1 Test / Day/Girder
116
QUANTITY EXCUTED
SL
NO
DESCRIPTION
TYPE OF TEST
Sieve Analysis
p
FINE
AGGREGATE
Sp.Gravity &
W.Absorption
FREQUENCY
OF TESTING
UP TO
PREVIOUS
MONTH
THIS
MONTH
1908 Days
Plant Run
61Days
Plant
Run
TILL DATE
1 Test Per Day
As required
20
COARSE
AGGREGATES
1 Test Per Day
Sp.Gravity &
W.Absorption
As required
A I V Tests
1 Test Per Day
TILL DATE
REMARKS
PASS
FAIL
TOTAL
PASS
FAIL
TOTAL
PASS
FAIL
TOTAL
PASS
FAIL
TOTAL
PASS
FAIL
TOTAL
PASS
FAIL
TOTAL
1947
61
2008
2099
18
2117
61
2
63
2160
20
2180
374
18
392
10
2
12
384
20
404
2
2
1969 Days
Plant Run
1969 Days
Plant Run
IN THIS MONTH
TILL
DATE
122
4
61Days
Plant
Run
UP TO PREVIUOS
MONTH
TILL DATE
THIS
MONTH
3014
1908 Days
Plant Run
THIS MONTH
UP TO
PREVIOUS
MONTH
5
5
5
5
1
1
1
1
3136
3565
3565
3687
3687
532
532
4
6
6
6
6
4
4
1995
2057
2057
61
61
2118
2118
331
331
10
1935
2061
2061
61
61
2122
2122
329
329
Organic Impurities As required
Sieve Analysis
1934
61
122
122
2
2
552
552
4
4
10
341
341
10
10
339
339
20
20
Soundness Tests As required
21
E.I & F.I Index
1 Test / Wk /pla
Plant
Every 3 month
1935
Lab. Equipments As per ITP
22
71
4
75
71
71
4
4
75
75
60
60
4
4
64
64
328
25
353
334
334
25
25
359
359
230
230
25
25
255
255
CALIBRATION
Gradation
As required
358
358
7
7
365
365
346
346
7
7
353
353
Proctor
As required
358
358
7
7
365
365
346
346
7
7
353
353
As required
358
358
7
7
365
365
346
346
7
7
353
353
As required
358
358
7
7
365
365
346
346
7
7
353
353
As required
358
358
7
7
365
365
358
358
7
7
365
365
CONFIRMATOR
Y TEST OF SUB
GRADE SOIL Atterberg Limits
COLLECTED
Free Swell Index
FROM SITE
CBR
THIRD PARTY TEST
STEEL
32mm dia.
2 Samples / 100 M 781.323MT
0.00 MT 781.323MT
11
11
20
20
20
20
25 mm dia.
2 Samples / 100 M744.385 MT
0.00 MT 744.385 MT
13
13
32
32
32
32
20 mm dia.
2 Samples / 100 M554.494 MT
0.0 MT 554.494 MT
10
10
28
28
28
28
16 mm dia.
2 Samples / 100 M
1017.835 MT 0.0 MT 1017.835 MT
22
22
54
54
54
54
12 mm dia.
2 Samples / 100 M2610.64 MT 227.2MT 2837.84 MT
38
38
61
61
63
63
10 mm dia
2 Samples / 100 M1531.213MT
0.0 MT 1531.213MT
29
29
42
42
42
42
8 mm dia
2 Samples / 100 M 841.263MT
16.51MT 857.773 MT
16
16
35
35
35
35
Alkalinity, acidity,
As Required
% of solids, Ph
5
5
9
9
9
9
Deleterius, W/A
,SPG, Gradation,
Silt & Clay
5
5
7
7
7
7
2
2
23
WATER
SAND
As Required
117
QUANTITY EXCUTED
SL
NO
DESCRIPTION
TYPE OF TEST
CEMENT
FREQUENCY
OF TESTING
UP TO
PREVIOUS
MONTH
THIS
MONTH
TILL DATE
UP TO
PREVIOUS
MONTH
THIS
MONTH
TILL
DATE
As Required
PASS
FAIL
TOTAL
THIS MONTH
PASS
FAIL
TOTAL
UP TO PREVIUOS
MONTH
TILL DATE
PASS
FAIL
TOTAL
25
25
25
25
FINE
AGGREGATE
(STONE DUST)
SEV, LL/PL/PI,&
As Required
Deleterious
4
4
6
6
6
6
COARSE
AGGREGATE
(10mm)
Deleterius, W/A
,SPG,
As Required
Gradation,Sound
ness,AIV& Alkali,
4
4
4
4
4
4
COARSE
AGGREGATE
(20mm)
Deleterius, W/A
,SPG,
Gradation,Sound
ness,AIV& Alkali, As Required
STONE
POLISHING
VALUE.
5
5
7
7
7
7
As Required
3
3
3
3
3
3
As Required
3
3
5
5
5
5
2
2
18
18
18
18
QUARRIES
Petrography Test
CURING
COMPOUND
ADMIXTURE
All Required test
As Required
EMULSION
All Required test
As Required
15
15
15
15
BITUMEN
All Required test
As Required
15
15
15
15
PASS
FAIL
TOTAL
IN THIS MONTH
PASS
FAIL
TOTAL
TILL DATE
PASS
FAIL
REMARKS
TOTAL
23
Hydrostatic,
HUME PIPE NP4
Three Edge lLoad As Required
1200 Dia.
& Dimension
Borrow area soil
Direct Shear
Strength
Granular soil
(sub-grade)
confirmatory
(CBR)
As Required
450
450
9
9
18
18
18
18
5
5
25
25
25
25
27
27
46
46
19
19
Geotextile
As Required
2
2
2
2
paraweb
As Required
8
8
8
8
118
12
12
12
12
QUANTITY EXCUTED
SL
NO
DESCRIPTION
TYPE OF TEST
FREQUENCY
OF TESTING
THIS
MONTH
TILL DATE
UP TO
PREVIOUS
MONTH
THIS
MONTH
TILL
DATE
PASS
FAIL
TOTAL
THIS MONTH
PASS
FAIL
UP TO PREVIUOS
MONTH
TILL DATE
TOTAL
PASS
FAIL
TOTAL
PASS
FAIL
TOTAL
IN THIS MONTH
PASS
FAIL
TOTAL
TILL DATE
PASS
FAIL
REMARKS
TOTAL
Dowell Bar
As Required
2
2
2
2
Sepration
Membrane
As Required
1
1
1
1
20
20
20
20
Elastomeric
Bearing
3
3
3
3
3
3
3
3
Stripseal joint
2
2
2
2
2
2
2
2
2
2
2
2
PAINTS
2
2
2
2
THERMOPLASTIC
PAINT & GLASS
BEAD
2
2
5
5
Lot inspection done by Mr. R.K.
Garg Eexecutive Engineer
(C/BER/NWR) for ROB @
Ch:20+340.
POT Cum PTFE
Bearing
23
UP TO
PREVIOUS
MONTH
HT STRAND
WIRE
As Required
119
3
3
ANNEXURE - J
LIST OF QC EQUIPEMENTS
120
FOUR LANING OF BHILWARA - RAJSAMAND IN THE SECTION OF NH - 758 (From KM.0+000 To
KM.87.250) IN THE STATE OF RAJASTHAN UNDER NHDP PHASE IV ON (DBFOT) TOLL BASIS
SUMMARY OF LAB INSTRUMENTS (SEC-1)
SR
NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
ITEM NAME
Proctor Mould
Proctor Mould
Proctor Rammer
Rubber Hammer
Moisture Container
Moisture Container
Soil Cutter
Spatula
Electronic Balance
Electronic Balance
Electronic Balance
Electronic Balance
Electronic Balance
Electronic Balance
Hot Plate
MeasurinG Cylinder(Glass)
MeasurinG Cylinder(Glass)
Measuring Cylinder(Plastic)
Measuring Cylinder(Plastic)
Tray
Tray
Tray
Table Glass
Oven
Oven
Mortar Vibrator Machine
Cone Penetrometer
Cassagrand App.
CBR Mould
CBR Machine
Proving Ring
Proving Ring
Spacer Disc
Dial Gauge
Perforated Plate
Surcharge Weight
Surcharge Weight
Tripod
Sand Pouring Cylinder
121
QTY
CAPACITY
4 Nos
4 Nos
4 Nos
2 Nos
200 Nos
50 Nos
2 Nos
4 Nos
1 Nos
2 Nos
2 Nos
1 Nos
1 Nos
1 Nos
2 Nos
30 Nos
2 Nos
2 Nos
2 Nos
2 Nos
10 Nos
10 Nos
1 Nos
2 Nos
1 Nos
1 Nos
1 Nos
2 Nos
48 Nos
1 Nos
1 Nos
2 Nos
2 Nos
15 Nos
30 Nos
15 Nos
30 Nos
15 Nos
1 Nos
2250 cc
1000cc
4.89 Kg
Big Size(A)
Small Size (B)
50 Kg
30 Kg
20 Kg
10 Kg
5 Kg
500 gm
200 mm
100 ml
500 ml
500 ml
1000 ml
1200 x 1000 mm
600 x 400 mm
400 x 350 mm
600 x 600 mm
600 x 500 mm
900 x 600 mm
2250 cc
50 KN
25 KN
25 mm
5 kg
2.5 Kg
100 mm
REMARK
SR
NO.
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
ITEM NAME
Sand Pouring Tray
Sand Pouring Tray
Sand Pouring Tray
Calcium Carbide for FDD
Hydro Meter
Hydro Meter
Hydro Meter
Ten % Fine Value App.
RMM
Gloves (Rubber)
Gloves (Cotton)
Cylinder for Bulk Density
Concrete Cube Mould
Grouting Cube Mould
CTM Machine
Vicat App.
Mortar Cube Mould
Slump Cone with Rod
AIV App.
FI & EI Gauge App.
Soundness Test App.
LE Chetailer Flask
Sand Scoop (Large)
Wall Max.& Min. Thermometer
Glass Thermometer
Digital Thermometer
Laser Thermometer
Hyghro Meter
Stop Watch
Venire Caliper Digital
Pycnometer
Bascket for Density
Refille Box
Refille Box
Refille Box
Rain Gauge With Measuring Cylinder
Softening Test App.
Beaker for Softening
Beaker
122
QTY
CAPACITY
2 Nos
4 Nos
1 Nos
8 Nos
7 Nos
18 Nos
1 Nos
1 Nos
1 Nos
1 Nos
5 Nos
5 Pair
5 Pair
1 Nos
1 Nos
1 Nos
102 Nos
6 Nos
1 Nos
1 Nos
10 Nos
12 Nos
1 Nos
2 Set
1 Packet
1 Nos
2Nos
1 Nos
10Nos
9Nos
1 Nos
1 Nos
3 Nos
1 Nos
6 Nos
1 Nos
1 Nos
1 Nos
1 Nos
1 Nos
1 Nos
7Nos
6Nos
150 mm
200 mm
100 mm
150 mm
200 mm
500 gm
0.8 - 0.9
1.0 - 1.1
0.9 -1.0
30 Ltr
10 Ltr
3 Ltr
15 x 15 x 15 cm
10 x 10 x 10 cm
2000 KN
7.06 x 7.06 cm
250 ml
Max 500c
0
250 c
3000c
5000c
200MM.
1000mm
53mm.
25mm.
75mm.
160mm.
600ml.
500ml.
REMARK
SR
NO.
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
ITEM NAME
QTY
Pentrometer for bitumen
Bitumen Penetration Moulds
Bitumen Penetration Moulds
Bitumen Penetration Niddles
Ductility Machine
Water Bath
Marshall Stability
Breaking Head
Compaction Pedistal
Base Plate
Marshall Moulds
Mould Demoulder With Plate
Compaction Rammar
Bitumen Extractor Machine
Vaccum Pump
G.M.M. Flask
Filtter Paper for Ext.
Filtter Paper for CBR.
Sp.Gravity Bottle for Bitumen
Core Cutter Machine
Prime Coat & Tack Coat Tray
Trowell
Gurmala
Hammer
Hammer
IS Sieves IN (mm) Big
125
106
100
90
80
75
63
53
50
45
40
37.5
31.5
26.5
25
22.4
20
1 Nos
7Nos
1 Nos
6 Nos
1 Nos
1 Nos
1 Nos
1 Nos
1 Nos
27Nos
21Nos
1 Nos
2Nos
1 Nos
1 Nos
2Nos
25Nos
14Nos
2Nos
1 Nos
14Nos
5Nos
4Nos
4 Nos
3 Nos
1 Nos
1 Nos
1 Nos
1 Nos
1 Nos
1 Nos
1 Nos
1 Nos
1 Nos
2 Nos
2 Nos
1 Nos
1 Nos
1 Nos
2 Nos
1 Nos
2 Nos
123
CAPACITY
D55 mm,H35 mm
D75 mm,H45 mm
0-100 0c
100 mm.
100 mm.
4.89 Kg.
50 HZ.
2000 ml.
Packet
Packet
50ml.
100 mm
740 gm.
300 gm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
REMARK
SR
NO.
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
ITEM NAME
19
16
14
13.2
12.5
10
11.2
9.5
6.3
4.75
2.36
1.18
5.6
Pan & Lid
IS Sieves IN (mm) Small
4.75
4.0
2.8
2.36
2.0
1.18
1.7
1.0
0.850
0.600
0.425
0.355
0.300
0.250
0.212
0.170
0.150
0.130
0.090
0.075
Pan & Lid
Concrete Mixture
FLAXURAL TESTING MACHINE
BEAM MOULD
DLC HAMMER
ABSOLUTE VISCOMETER
TAR VISCOMERTE
DEPTH GAUGE
DLC HAMMER
124
QTY
CAPACITY
2 Nos
2 Nos
1 Nos
1 Nos
2 Nos
2 Nos
1 Nos
1 Nos
1 Nos
3 Nos
2 Nos
1 Nos
1 Nos
2+2Nos
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
450 mm.
4Nos
1 Nos
1 Nos
3Nos
1 Nos
2Nos
1 Nos
4Nos
1 Nos
6Nos
4Nos
1 Nos
2Nos
1 Nos
1 Nos
1 Nos
2Nos
1 Nos
4Nos
9 Nos
2+2Nos
1 Nos
01 NOS
06 NOS
01 NOS
01 NOS
01 NOS
08 NOS
01 NOS
200 mm.
200 mm.
200 mm.
200 mm.
200 mm.
200 mm.
200 mm.
200 mm.
200 mm.
200 mm.
200 mm.
200 mm.
200 mm.
200 mm.
200 mm.
200 mm.
200 mm.
200 mm.
200 mm.
200 mm.
200 mm.
150Lit.
REMARK
FOUR LANING OF BHILWARA - RAJSAMAND IN THE SECTION OF NH - 758 (From KM.0+000 To KM.87.250) IN
THE STATE OF RAJASTHAN UNDER NHDP PHASE IV ON (DBFOT) TOLL BASIS
SR
NO.
ITEM NAME
QTY.
CAPACITY
REMARK
1
PROCTOR MOULD
3
2250 CC
2
PROCTOR MOULD
1
1000 cc
3
PROCTOR RAMMER
3
4.89 Kg.
4
PROCTOR RAMMER
1
2.6 Kg.
5
RUBBER HAMMER
2
-
6
MOISTURE CONTAINER
50
A SIZE
7
MOISTURE CONTAINER
100
B SIZE
8
ELCTRONIC BALANCE
3
50 Kg.
1gm accuracy
9
ELCTRONIC BALANCE
2
30 Kg.
1gm accuracy
10 ELCTRONIC BALANCE
1
20 Kg.
1gm accuracy
2
10 Kg.
1gm accuracy
1
5 Kg.
0.1 gm accuracy
1
500 gm.
0.001 gm accuracy
14 HOT PLATE
2
8"
15 MEASURING CYLINDER (GLASS)
30
100 ml.
BOROSIL
16 MEASURING CYLINDER (GLASS)
2
500 ml.
BOROSIL
17 MEASURING CYLINDER (PLASTIC)
2
1000 ml.
18 MEASURING CYLINDER (PLASTIC)
2
500 ml.
2
1200X1000 MM
13
600X400 MM
21 TRAY (SMALL SIZE)
5
400X350MM
22 TABLE GLASS FOR LL/PL
1
600X600 MM
23 OVEN (MEDIUM) & (BIG)
2
600X600 MM 900X600
MM
24 CONE PENETROMETER (LL/PI)
1
19 TRAY (BIG SIZE)
20 TRAY (MEDIUM SIZE)
25 CASSGRAND APP.FOR LL/PI
1
26 SPATULA
8
27 PROVING RING
1
50 KN
1
25 KN
28 PROVING RING
29 C.B.R DIAL GUAGE
15
30 MM
30 C.B.R MOULD
48
2250 cc
1
31 C.B.R MACHINE
2
32 SPACER DISC FOR CBR
33 PERFORATED PLATE
48
34 PLUNGER FOR CBR
1
21
05 Kg.
36 SURCHARGE WEIGHT
40
2.5 Kg.
37 TRIPOD FOR CBR
15
35 SURCHARGE WEIGHT
38 SAND POURING CYLINDER (SMALL) FDD SET
1
39 SAND POURING CYLINDER (MEDIUM) FDD SET
3
150 MM
40 SAND POURING CYLINDER (BIG) FDD SET
3
200 mm
125
100 MM
SR
NO.
ITEM NAME
QTY.
CAPACITY
41 POURING CYLINDER TRAY (SMALL) FDD
1
100 MM
42 POURING CYLINDER TRAY(MEDIUM) FDD
7
150 MM
43 POURING CYLINDER TRAY(BIG) FDD
7
200 mm
44 NDG
1
45 TACK & PRIME COAT TRAY
10
300MMX300MM
PACKETS
46 CALCIUM CARBIDE FOR RMM
15
47 CUTTER SCALE FOR PROCTOR
2
48 10 % FINE VALUE TEST APP.
1
49 HYDROMETER
1
1.0 to 2.0
capacity 25%
REMARK
50 RMM
3
51 GLOVES RUBBER
5
52 GLOVES COTTON
5
53 Cylinder for bulk Density of Aggregate
1
30 Ltr.
54 Cylinder for bulk Density of Aggregate
1
10 Ltr.
50
15X15X15CM
56 BEAM MOULD
6
15X15X70 CM
57 COMPRESSIVE STRENGTH TEST (CTM)
1
2000 KN
DIGITAL
58 FLUXURE TEST MACHINE
1
100 KN
DAIL GAUGE
59 VIBRATING HAMMER
2
150 lit capacity
Electrically operated
55 CONCRETE CUBE MOULD
60 CONCRETE CUBE VIBRETING TABLE
1
61 CONCRETE MIXER MACHINE WITH CAP
1
62 SLUMP CONE WITH RODS
4
63 AIV APP.
1
64 FI & EI GUAGE APP.
2
65 SAND SCOOP (LARGE)
2
10
0 c TO 250 c
67 DIGITAL THERMOMETER
5
0 c TO 250 c
68 DIGITAL HYGROMETER ( FOR WEATHER)
1
MIN. & MAX. TEMP.
69 VERNIER CALIPER DIGITAL
1
300 mm
70 STOP WATCH DIGITAL
1
71 PYCNOMETER BOTTEL FOR SPG
4
72 PIPETTE
6
73 BASKET FOR DENSITY
1
74 SOFTENING POINT RING&BALL APP.
1
75 PENETROMETER FOR BITUMEN
1
76 REFILLE BOX (SAMPLE DIVIDER)
66 GLASS THERMOMETER
10ML
GLASS
1
75 MM
BIG
1
53 MM
MEDIUM
SMALL
1
25 MM
79 RAIN GUAGE
1
160 MM DIA.
80 BEAKER FOR SOFTENING POINT
2
600 ML
81 PENETRATION MOULDS
6
82 PENETRATION NEEDELS SET
5
83 WATER BATH
2
84 MARSHALL STABILITY TEST MACHINE
1
21
85 MARSHALL MOULDS
126
Digital (100 MM DIA)
100 MM
SR
NO.
ITEM NAME
QTY.
CAPACITY
21
100 MM
87 MARSHALL MOULDS BASE PLATE
6
100 MM
88 COMPACTION PEDESTAL
1
100 MM
89 COMPACTION RAMMER
2
100 MM
90 DEMOUDING MACHINE FOR MASHALL
1
100 MM
91 VACCUM PUMP SET FOR GMM
1
92 GMM FLASK
1
5000ML
BOROSIL
93 GMM FLASK
2
2000 ML
BOROSIL
94 BITUMEN EXTRACTION MACHINE
1
95 DUCTILITY MACHINE
1
96 DUCTILITY MOULDS BRASS
3
20
NOS.
WATTMAN
98 SPG BOTTLE FOR BITUMEN
2
50 ml
BOROSIL
99 CORE CUTTING MACHINE (HILTI) WITH HONDA DG.
1
100 MM CORE BIT
100 PEN TYPE THERMOMETER
1
0 c TO 250 c
101 VISCOMETER
1
86 MARSHALL MOULDS COLLAR
97 FILTER PAPER (EXTRACTION)
SIEVE SIZE 450 mm dia
100 75mm
2
101 53 mm
2
102 50mm
1
103 45mm
2
104 40mm
2
105 37.5 mm
2
106 31.5mm
2
107 26.5
3
108 25mm
2
109 22.4mm
3
110 20mm
3
111 19mm
3
112 16mm
3
113 14mm
2
114 13.2mm
2
115 12.5mm
2
116 11.2mm
2
117 10mm
2
118 9.5mm
2
119 6.3mm
2
120 5.6mm
1
121 4.75mm
2
122 2.36mm
2
123 1.18 mm
1
124 LID & PAN
2
SIEVE SIZE 200 mm dia Brass
125 6.3 mm
2
126 4.75mm
3
127
REMARK
SR
NO.
ITEM NAME
QTY.
127 2.36mm
4
128 2.0 mm
2
129 1.18mm
2
130 1.0 mm
4
131 600mic
4
132 425mic
3
133 300mic
3
134 150mic
3
135 90mic
3
136 75mic
7
137 LID & PAN
2
128
CAPACITY
REMARK
ANNEXURE - K
WEATHER REPORT
129
CLIENT
CONCESSIONAIRE
EPC CONTRACTOR
WEATHER RECORD FOR THE MONTH : JAN - 2016 (SEC-1)
TEMPRATURE 0C
SR.
No
DATE
RAIN FALL
IN (MM)
CUMM RAIN
FALL IN (MM)
HUMIDITY
(%)
REMARKS
08:00 AM
MIN
MAX
1
01.01.16
0
544.7
31
11.2
23.7
2
02.01.16
0
544.7
32
10.5
24.3
3
03.01.16
0
544.7
33
10.2
22.1
4
04.01.16
0
544.7
31
11.3
23.1
5
05.01.16
0
544.7
32
12.7
24.2
6
06.01.16
0
544.7
31
10.2
23.7
7
07.01.16
0
544.7
30
10.8
22.3
8
08.01.16
0
544.7
33
11.5
21.5
9
09.01.16
0
544.7
31
12.1
22.3
10
10.01.16
0
544.7
32
11.7
23.2
11
11.01.16
0
544.7
33
10.3
22.1
12
12.01.16
0
544.7
34
10.8
20.9
13
13.01.16
0
544.7
33
11.3
21.2
14
14.01.16
0
544.7
31
10.7
23.7
15
15.01.16
0
544.7
30
10.5
25.1
16
16.01.16
0
544.7
33
11.2
23.9
17
17.01.16
0
544.7
30
10.1
23.7
18
18.01.16
5.2
549.9
53
10.5
25.9
19
19.01.16
0
549.9
51
10.1
24.3
20
20.01.16
0
549.9
43
10.5
23.7
21
21.01.16
0
549.9
39
11.2
22.8
22
22.01.16
0
549.9
31
10.7
23
23
23.01.16
0
549.9
33
10.2
22.5
24
24.01.16
0
549.9
30
10.1
23.8
25
25.01.16
0
549.9
31
11.9
25.2
26
26.01.16
0
549.9
33
10.7
23.7
27
27.01.16
0
549.9
31
11.3
24.8
28
28.01.16
0
549.9
32
10.2
25.3
29
29.01.16
0
549.9
33
10.1
24.3
30
30.01.16
0
549.9
30
11.2
25.1
31
31.01.16
0
549.9
31
11.4
24.3
130
CLIENT
CONCESSIONAIRE
EPC CONTRACTOR
WEATHER RECORD FOR THE MONTH JANUARY - 2016 (SEC-2)
TEMPRATURE 0C
SR.
No
DATE
RAIN FALL
IN (MM)
CUMM RAIN
FALL IN (MM)
HUMIDITY
(%)
REMARKS
08:00 AM
MIN
MAX
1
1-Jan-16
0
0
63
12.40
29.70
2
2-Jan-16
0
0
64
12.00
30.00
3
3-Jan-16
0
0
65
11.50
30.80
4
4-Jan-16
0
0
47
12.40
29.70
5
5-Jan-16
0
0
53
12.90
31.80
6
6-Jan-16
0
0
55
12.80
30.20
7
7-Jan-16
0
0
51
12.00
30.50
8
8-Jan-16
0
0
50
10.50
31.50
9
9-Jan-16
0
0
58
10.80
31.20
10
10-Jan-16
0
0
61
9.50
30.50
11
11-Jan-16
0
0
61
9.80
30.20
12
12-Jan-16
0
0
63
9.60
29.60
13
13-Jan-16
0
0
52
10.10
29.60
14
14-Jan-16
0
0
56
12.10
27.50
15
15-Jan-16
0
0
65
9.60
27.20
16
16-Jan-16
0
0
64
9.10
28.10
17
17-Jan-16
0
0
64
10.70
26.50
18
18-Jan-16
0
0
64
10.10
27.10
19
19-Jan-16
0
0
65
9.20
29.20
20
20-Jan-16
0
0
69
6.00
27.60
21
21-Jan-16
0
0
49
6.80
26.70
22
22-Jan-16
0
0
51
7.00
24.80
23
23-Jan-16
0
0
54
6.90
25.20
24
24-Jan-16
0
0
60
7.10
25.00
25
25-Jan-16
0
0
56
7.20
24.40
26
26-Jan-16
0
0
58
6.80
25.40
27
27-Jan-16
0
0
52
6.90
25.50
28
28-Jan-16
0
0
59
6.40
25.00
29
29-Jan-16
0
0
61
5.90
32.20
30
30-Jan-16
0
0
58
6.00
30.00
31
31-Jan-16
0
0
59
6.20
31.00
131
ANNEXURE - L
STATUS OF SOURCE /AGENCY
APPROVAL
132
SUMMARY OF SOURCE APPROVAL LETTERS
SEL OUTGOING LETTER
Sl.
No.
ITEM
1 STEEL
2 HUME PIPE
ITEM DESCRIPTION
DATE OF
LETTER SUMITTED
SUBMISSION
NO.
TO
I.E. INCOMING LETTER
REMARKS
DATE OF
RECEIVING
LETTER
NO.
STATUS
1) MSP STEEL & POWER LIMITED
28.09.2013
118
NHAI
11.01.2014
116
APPROVED
2) REAL ISPAT POWER LTD. (GK TMT)
28.09.2013
118
NHAI
11.01.2014
116
APPROVED
3) SHREE BAJRANG POWER & ISPAT LTD.
(GOEL TMT)
28.09.2013
118
NHAI
11.01.2014
116
APPROVED
SIDHI VINAYAK PIPE INDUSTRIES (KATARIA
HUME PIPE)
28.09.2013
119
NHAI
15.01.2014
130
APPROVED
1) ULTRA TECH CEMENT OPC-53 & 43 GRADE
2) INDIA CEMENT LIMITED OPC 53 & 43
GRADE
3) BIRLA CHETAK CEMENT OPC 43-53 GRADE
5.10.2013
124
NHAI
27.12.2013
69
APPROVED
14.10.2013
133
NHAI
-
-
AWAITED
20.12.2013
215
I.E.
03.03.14
289
APPROVED
4) J K LAXMI CEMENT OPC 43-53 GRADE
08.03.2014
591
I.E.
08.03.14
317
APPROVED
5.10.2013
125
NHAI
03.03.14
292
APPROVED
5 BITUMEN (VG-30,CRMB-60) M/S INDIAN OIL CORPORATION LIMITED
5.10.2013
127
NHAI
27.12.2013
68
APPROVED
BITUMEN EMULSION ,PMB
M/S TOTAL OIL INDIA PRIVATE LIMITED
&CRMB
21.12.2013
218
I.E.
11.01.2014
218
APPROVED
M/S MARUTI BITUMEN PRIVATE LIMITED
27.01.2014
396
I.E.
03.03.14
291
APPROVED
M/S TIKITAR INDUSTRIES LIMITED
24.02.2014
534
I.E.
3.03.2014
292
APPROVED
M/S AUTOMARK INDUSTRIES
5.10.2013
126
NHAI
03.03.14
290
APPROVED
M/s ASIAN PAINTS PPG PVT.LTD.
28.07.2014
931
I.E.
20.08.2014
613
APPROVED
3 CEMENT
4
6
BITUMEN EMULSION (RS &
M/S TIKI TAR INDUSTRIES LIMITED
SS)
7 BITUMEN EMULSION
8
THERMOPLASTIC PAINT
133
SEL OUTGOING LETTER
Sl.
No.
ITEM
9 ADMIXTURE
ITEM DESCRIPTION
DATE OF
LETTER SUMITTED
SUBMISSION
NO.
TO
REMARKS
DATE OF
RECEIVING
LETTER
NO.
STATUS
FAIR MATE DB300
5.10.2013
128
NHAI
28.12.2013
71
APPROVED
KUNAL INDUSTRIES PRIVATE LIMITED
30.10.2013
159
NHAI
03.03.14
286
APPROVED
11 WATER
THIRD PARTY TEST REPORT SEC-1
11.11.2013
171
NHAI
15.01.2014
131
APPROVED
12 SAND
THIRD PARTY TEST REPORT SAND
(CHANDRABHAGA RIVER)
20.11.2013
181
NHAI
03.03.14
287
APPROVED
13 AGGREGATE
THIRD PARTY TEST REPORT OF COARSE
AGGREGATE (KHEMAKHEDA)
11.11.13
172
NHAI
16.01.2014
132
APPROVED
1) RAHUL ENGINEERING LIMITED.
29.12.2013
268
I.E.
03.03.14
285
APPROVED
2) M/S METALAB ENTERPRISES
2.012.2013
191
NHAI
03.03.14
285
APPROVED
3)M/S STAR WIRE INDIA LIMITED
2.12.2013
160
I.E.
20.02.2014
265
APPROVED
4)M/S Aranyeshwar Consultancy and Testing
Services, Nasik
26.03.2015
1442
I.E.
27.03.2015
993
AGENCY FOR
15 ENVIROMENTAL
PARAMETERS
M/S ENVIRO ANALYSTS & ENGINEERS PVT.
LTD.
25-01-2014
06-02-2014
388
436
IE
IE
01.03.2014
284
APPROVED
16 ANTI STRIPPING AGENT
ZYDEX INDUSTRIES
21.03.14
627
IE
21.03.2014
381
APPROVED
17 HIGH TENSILE STEEL
M/S USHA MARTIN LTD
22.04.2014
726
IE
26.04.2014
407
APPROVED
M/s HI - TECH PIPES LTD
22.04.2014
724
IE
10.05.2014
441
APPROVED
M/s CHOKSEY CHEMICAL PVT LTD
4.05.2014
771
IE
3.06.2014
486
APPROVED
10
ADMIXTURE & CURING
COMPOUND
14 THIRD PARTY LABORATORY
METAL BEAM CRASH
BARRIER
CURING COMPOUND &
19
POLYSULPHIDE
18
134
SEL OUTGOING LETTER
Sl.
No.
ITEM
ITEM DESCRIPTION
M/s FIBREX CONSTRUCTION
CHEMICALS PVT. LTD.
BITUMEN EMULSION M/s MARUTI BITUMEN PRIVATE
21
(RS & SS)
LIMITED
20 ADMIXTURE
DATE OF
LETTER SUMITTED
SUBMISSION
NO.
TO
REMARKS
DATE OF
RECEIVING
LETTER
NO.
STATUS
07.07.14
0898-A
IE
22 .07.2014
570
APPROVED
24.07.2014
925
IE
24.07.2014
574
APPROVED
07.07.14
897
IE
22.07.2014
571
APPROVED
24.07.14
924
IE
20.08.2014
612
APPROVED
M/s ESSAR OIL LIMITED
15.05.2014
800
IE
3.06.2014
487
APPROVED
M/S DYNAMIC PRESTRESS (INDIA)
PVT. LTD.
M/S FOSROCK CHEMICALS (INDIA)
PVT.
22.04.2014
726
I.E.
26.04.2014
405
APPROVED
Repairing/Sealing of
Shrinkage Cracks
DOWEL BAR FOR PQC
27
M/S RASTRIYER ISPAT NIGAM LTD
WORK
M/S DYNAMIC PRESTRESS (INDIA)
28 HDPE Sheathing Duct
PVT. LTD.
29.11.2014
1106
I.E.
29.11.2014
741
APPROVED
25.11.2014
1136
I.E.
29.11.2014
745
APPROVED
22.04.2014
727
I.E.
21.05.2014
459
APPROVED
29 ROAD MARKING
M/S AUTOMARK INDUSTRIES
4.01.2015
1253
I.E.
19.01.2015
838
APPROVED
M/S POLYMER PRODUCT
3.01.2015
1250
I.E.
13.01.2015
832
APPROVED
22 CEMENT
M/s LAFARGE CEMENT
M/s Shital Signs Pvt. Ltd
23 ROAD SIGNAGES
M/s P.R Infracon Pvt.Ltd
24 BITUMEN (VG-30)
25
Pre-Stressing Agency
26
30
ELASTOMERIC
BEARING
135
ANNEXURE - M
STATUS OF MIX DESIGN
136
Status of Design Mix
Concrete designs Mixes Sec -1
SOURCE OF MATERIAL
SL.
NO.
GRADE OF
CONCRETE
Submission
status
AGGREGATE
SAND
ADMIXTURE
Approval
Status
1
M15 PCC
11.11.13
Birla Chetak
53
khemakeda quarry
chandrabhaga river
Fair Mate
Approved
2
M20 RCC
11.11.13
Birla Chetak
53
khemakeda quarry
chandrabhaga river
Fair Mate
Approved
3
M25 RCC
11.11.13
Birla Chetak
53
khemakeda quarry
chandrabhaga river
Fair Mate
Approved
4
M30 RCC
11.11.13
Birla Chetak
53
khemakeda quarry
chandrabhaga river
Fair Mate
Approved
5
M35RCC
06.12.13
Birla Chetak
53
khemakeda quarry
chandrabhaga river
Fair Mate
Approved
6
M35RCC (PILE)
7.04.14
Birla Chetak
53
khemakeda quarry
chandrabhaga river
Fair Mate
Approved
7
M40RCC
06.12.13
Birla Chetak
53
khemakeda quarry
chandrabhaga river
Fair Mate
Approved
8
M45 RCC/PSC
5.03.14
Birla Samrat
53
khemakeda quarry
chandrabhaga river
Fair Mate(PC
Base
Approved
9
M20KERB
5.03.14
Birla Samrat
53
khemakeda quarry
chandrabhaga river
Fair Mate
Approved
10
M15 PCC
23.12.13
Ultratech
53
khemakeda quarry
chandrabhaga river
Fair Mate
Approved
11
M20 RCC
23.12.13
Ultratech
53
khemakeda quarry
chandrabhaga river
Fair Mate
Approved
12
M25 RCC
23.12.13
Ultratech
53
khemakeda quarry
chandrabhaga river
Fair Mate
Approved
13
M30 RCC
23.12.13
Ultratech
53
khemakeda quarry
chandrabhaga river
Fair Mate
Approved
14
M35RCC
23.12.13
Ultratech
53
khemakeda quarry
chandrabhaga river
Fair Mate
Approved
15
M40RCC
23.12.13
Ultratech
53
khemakeda quarry
chandrabhaga river
Fair Mate
Approved
16
M45 RCC/PSC
5.03.14
Ultratech
53
khemakeda quarry
chandrabhaga river
Fair Mate(PC
Base
Approved
17
M20KERB
5.03.14
Ultratech
53
khemakeda quarry
chandrabhaga river
Fair Mate
Approved
18
M15 PCC
5.03.14
Birla Chetak
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
19
M20 RCC
5.03.14
Birla Chetak
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
20
M25 RCC
5.03.14
Birla Chetak
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
21
M30 RCC
5.03.14
Birla Chetak
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
22
M35RCC
5.03.14
Birla Chetak
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
23
M35RCC(PILE)
27.05.14
Birla Chetak
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
24
M40RCC
5.03.14
Birla Chetak
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
25
M45 RCC/PSC
5.03.14
Birla Samrat
53
khemakeda quarry
chandrabhaga river Kunal (PC Base)
26
M20KERB
5.03.14
Birla Samrat
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
27
M15 PCC
5.03.14
Ultratech
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
CEMENT
SOURCE
GRADE
137
Approved
REMARKS
SOURCE OF MATERIAL
SL.
NO.
GRADE OF
CONCRETE
Submission
status
AGGREGATE
SAND
ADMIXTURE
Approval
Status
28
M20 RCC
5.03.14
Ultratech
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
29
M25 RCC
5.03.14
Ultratech
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
30
M30 RCC
5.03.14
Ultratech
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
31
M35RCC
5.03.14
Ultratech
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
32
M40RCC
5.03.14
Ultratech
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
33
M20KERB
5.03.14
Ultratech
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
34
M45 RCC/PSC
5.03.14
Ultratech
53
khemakeda quarry
35
M15 PCC
11.03.14
J K Laksmi
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
36
M20 RCC
11.03.14
J K Laksmi
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
37
M25 RCC
11.03.14
J K Laksmi
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
38
M30 RCC
11.03.14
J K Laksmi
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
39
M35RCC
11.03.14
J K Laksmi
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
40
M40RCC
11.03.14
J K Laksmi
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
41
M45 RCC/PSC
11.03.14
J K Laksmi
53
khemakeda quarry
42
M20KERB
11.03.14
J K Laksmi
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
M20KERB
11.03.14
J K Laksmi
53
khemakeda quarry
chandrabhaga river
Kunal
Approved
Birla Chetak
53
Bagharia quary
chandrabhaga river
Kunal
Approved
Birla Samrat
53
Bagharia quary
chandrabhaga river
Kunal
Approved
Birla Samrat
53
Bagharia quary
chandrabhaga river
Kunal
Approved
43
44
45
46
M25 RCC More
then 30mt Span
M35 RCC More
then 30mt Span
M40 RCC More
then 30mt Span
CEMENT
SOURCE
GRADE
138
Approved
Approved
REMARKS
SL.
NO.
GRADE OF
CONCRETE
Submission
status
SOURCE OF MATERIAL
CEMENT
SOURCE
GRADE
AGGREGATE
SAND
ADMIXTURE
Approval
Status
REMARKS
Design Mix 0f Granular Sub - Base (GSB) Sec -1
SL.
NO.
Description
Submission
status
SOURCE OF MATERIAL
Approval
Status
REMARKS
1
GSB
26.02.14
KHEMAKEDA QUARRY ch:-21+000 LHS
APPROVED
REVIEWED
SOURCE OF MATERIAL
Approval
Status
REMARKS
APPROVED
REVIEWED
Job mix Formula for (WMM) Sec -1
SL.
NO.
Description
Submission
status
1
WMM
26.02.14
Filter Media Design Sec -1
SL.
NO.
Description
Submission
status
SOURCE OF MATERIAL
Approval
Status
REMARKS
1
FILTER MEDIA
DESIGN
26.02.14
APPROVED
REVIEWED
Design Mix 0f Dense Graded Bituminous Macadam (DBM) Sec -1
SL. NO. Description
1
DBM MIX
DESIGN
Submission
status
SOURCE OF MATERIAL
Approval
Status
REMARKS
28.03.14
APPROVED
REVIEWED
Design Mix 0f Dry Lean Concrete (DLC) Sec -1
SL. NO. Description
1
DLC MIX
DESIGN
Submission
status
SOURCE OF MATERIAL
Approval
Status
REMARKS
8.08.2014
APPROVED
REVIEWED
139
SL.
NO.
GRADE OF Submission
CONCRETE
status
SOURCE OF MATERIAL
CEMENT
SOURCE GRADE
AGGREGATE
SAND
ADMIXTURE
Approval
Status
1
M15 PCC
18.11.13
Birla Chetak
53
Tilo ka kheda querry
Banas
Fair Mate
Reviewed
2
M20 RCC
18.11.13
Birla Chetak
53
Banas
Fair Mate
Reviewed
3
M25 RCC
18.11.13
Birla Chetak
53
Banas
Fair Mate
Reviewed
4
M30 RCC
18.11.13
Birla Chetak
53
Banas
Fair Mate
Reviewed
5
M35RCC
28.11.13
Birla Chetak
53
Banas
Fair Mate
Reviewed
6
M15 PCC
27.12.13
Ultratech
53
Banas
Fair Mate
Reviewed
7
M20 RCC
27.12.13
Ultratech
53
Banas
Fair Mate
Reviewed
8
M20 KERB
11.03.14
Ultratech
53
Banas
Fair Mate
Reviewed
9
M20 KERB
11.03.14
Ultratech
53
Banas Kunacon 37 SS
Reviewed
10
M20 KERB
11.03.14
Birla Chetak
53
Banas Kunacon 37 SS
Reviewed
11
M25 RCC
27.12.13
Ultratech
53
Banas
Fair Mate
Reviewed
12
M30 RCC
27.12.13
Ultratech
53
Banas
Fair Mate
Reviewed
13
M35RCC
27.12.13
Ultratech
53
Banas
Fair Mate
Reviewed
14
M15 PCC
11.03.14
Ultratech
53
Banas Kunacon 37 SS
Reviewed
15
M20 RCC
11.03.14
Ultratech
53
Banas Kunacon 37 SS
Reviewed
16
M25 RCC
11.03.14
Ultratech
53
Banas Kunacon 37 SS
Reviewed
17
M30 RCC
11.03.14
Ultratech
53
Banas Kunacon 37 SS
Reviewed
18
M35RCC
11.03.14
Ultratech
53
Banas Kunacon 37 SS
Reviewed
19
M15 PCC
11.03.14
Birla Chetak
53
Banas Kunacon 37 SS
Reviewed
20
M20 RCC
11.03.14
Birla Chetak
53
Banas Kunacon 37 SS
Reviewed
21
M25 RCC
11.03.14
Birla Chetak
53
Banas Kunacon 37 SS
Reviewed
22
M30 RCC
11.03.14
Birla Chetak
53
Banas Kunacon 37 SS
Reviewed
23
M35RCC
11.03.14
Birla Chetak
53
Banas Kunacon 37 SS
Reviewed
140
REMARKS
SL.
NO.
GRADE OF Submission
CONCRETE
status
SOURCE OF MATERIAL
CEMENT
SOURCE GRADE
AGGREGATE
SAND
ADMIXTURE
Approval
Status
REMARKS
REMARKS
Design Mix 0f Granular Sub - Base (GSB) Sec -2
SL.
NO.
Description
Submission
status
SOURCE OF MATERIAL
Approval
Status
1
GSB
28.11.13
Tilo Ka Kheda Quarry (Stock Yard@ CH: 69+900LHS)
APPROVED
2
GSB
17.07.14
Baghera Quarry (Stock Yard@ CH: 45+00 RHS)
APPROVED
Job mix Formula for (WMM) Sec -2
SL.
NO.
1
Description
WMM
Submission
status
07.03.2014
SOURCE OF MATERIAL
Approval
Status
APPROVED
REMARKS
Job mix Formula for (DBM) Sec -2
SL.
NO.
1
2
Description
DBM
DBM
Submission
status
27.04.2014
28.06.2014
SOURCE OF MATERIAL
Baghera Quarry (Stock Yard@ CH: 45+000RHS)
Approval
Status
APPROVED
APPROVED
REMARKS
Filter Media Design Sec -2
SL.
NO.
Description
Submission
status
SOURCE OF MATERIAL
Approval
Status
1
FILTER
MEDIA
DESIGN
9.12.13
APPROVED
REMARKS
DLC Design Sec -2
SL.
NO.
Description
Submission
status
SOURCE OF MATERIAL
Approval
Status
1
DLC DESIGN
24.07.14
APPROVED
REMARKS
PQC Design Sec -2
SL.
NO.
Description
Submission
status
SOURCE OF MATERIAL
Approval
Status
1
PQC DESIGN
4.10.14
Baghera Quarry (Stock Yard@ CH:45+000RHS)
APPROVED
SOURCE OF MATERIAL
Approval
Status
REMARKS
BC Design Sec -2
SL.
NO.
1
Submission
status
21.11.14
BC DESIGN
Description
REMARKS
Re design
BC GRADING -2 Design Sec -2
SL.
NO.
1
Submission
Description
status
BC G-2
24.12.2014
DESIGN
SOURCE OF MATERIAL
141
Approval
Status
APPROVED
REMARKS
ANNEXURE - N
STATUS OF NCR'S
142
Status of NCR as on 31.01.2016
S.
No.
NCR No.
1
IE-001
APL/Bhilwara-Rajasthan
Border/IC/2013-14/98 Dated
08.01.2014
Oversize material placed in
Embankment filling
2
IE-002
23.01.2014
Cement stored on the ground at km
72+600 LHS
3
IE-003
23.01.2014
Reinforcement Stored on the ground at
Km 72+600 LHS
72+600
4
IE-004
29.01.2014
Concrete Work of Curtain wall 1st Lift
not confirming to specifications.
60+115
5
IE-005
30.01.2014
Oversize River sand containing pebbles.
6
IE-006
30.01.2014
7
IE-007
30.01.2014
8
IE-008
08.02.2014
Oversized GSB Material (MCW)
56+000 56+240
9
IE-009
08.02.2014
10
IE-010
08.02.2014
Laying of Filter Media
IE Letter No.
Subject
Side
Status of
Compliance
77+420 77+530
LHS
Closed
BRTPL/BHIL-RAJ/NH758/IE/14/357 Dated
17.01.2014
Border/IE/2013-14/178 Dated
25.01.2014
72+600
LHS
Closed
15.02.2014
18.02.2014
LHS
Closed
15.02.2014
18.02.2014
LHS
Closed
03.02.2014
04.02.2014
27.02.2014
From
To
Compliance letter No.
(Concessionaire)
Closure letter No. (IE)
72+600
LHS
Closed
22.02.2014
Oversized Material in Embankment
Filling
78+920 78+970
81+350 81+540
RHS
LHS
Closed
11.02.2014
13.02.2014
37+200 37+300
RHS
Closed
15.02.2014
18.02.2014
LHS
Closed
15.02.2014
06.03.2014
26+800 26+900
RHS
Closed
20.02.2014
27.02.2014
26+750
RHS
Closed
04.03.2014
07.03.2014
143
S.
No.
NCR No.
11
IE-011
28.02.2014
Concrete Work of 1st Lift Retaining
Wall of Minor Bridge is not confirming
to specification
12
IE-012
28.02.2014
Kerb Groove Casting and Cutting
13
IE-013
28.02.2014
The Quality work of Concrete Head wall
of Hump pipe Culvert at Km 7+028
(LHS)
14
IE-014
22.03.2014
Oversized material in Embankment
filling.
15
IE-015
Border/IC/2013-14/339 Dated Kerb Groove Casting and Cutting.
27.03.2014
16
IE-016
Compressive Strength of M-30 Grade
Concrete Box Culvert Raft
05.04.2014
17
IE-017
Railing Broken at Existing Bridge at
Potlan Village
05.04.2014
18
IE-018
Border/IC/2013-14/369 Dated Safety Arrangement of Minor Bridge
05.04.2014
19
IE-019
Border/IC/2013-14/370 Dated Safety Arrangement of Box Culvert
05.04.2014
39077
20
IE-020
Compressive Strength of M-30 Grade
Concrete for Retaining Wall Raft
07.04.2014
63573
IE Letter No.
Subject
Side
Status of
Compliance
24+897
RHS
Closed
BRTPL/BHIL-RAJ/NH758/IE/14/649 Dated:
29.03.201
31.03.2014
38+220 38+330
RHS
Closed
29.04.2014
05.05.2014
Border/IE/2013-14/341Dated
27.03.2014
From
To
(Concessionaire)
7+028
LHS
Closed
21.03.2014
69+320 69+500
B/S
Closed
11.11.2015
Border/IE/2014-15/721Dated
14.11.2014
34+240 34+460
RHS
Closed
29.04.2014
05.05.2014
Closed
BRTPL/BHIL-RAJ/NH758/IE/14/746/914 Dated:
29.04.2014 & 17.07.2014
22.07.2014
Closed
29.04.2014
05.05.2014
Closed
03.05.2014
05.05.2014
Closed
03.05.2014
05.05.2014
Closed
17.07.2014
22.07.2014
31+729
RHS
49+866,49+954
& 28+960
144
LHS
S.
No.
NCR No.
21
IE-021
22
IE-022
23
IE-023
24
IE-024
25
IE-025
26
IE-026
27
IE-027
28
IE-028
29
IE-029
30
IE-030
IE Letter No.
26.04.2014
26.04.2014
APL/Bhilwara-Rajasthan/NH758/IE/2013-14/454 Dated
20.05.2014
APL/Bhilwara-Rajasthan/NH758/IE/2013-14/658Dated
20.09.2014
02.06.2014
APL/Bhilwara-Rajasthan/NH758/IE/2013-14/492
Dated06.06.2014
28.06.2014
28.06.2014
28.06.2014
28.06.2014
From
To
Side
Status of
Compliance
Filling
82110
82420
B/S
Closed
Filling
81300
81500
LHS
Closed
55540
RHS
Closed
Damage Shoulder & Side Slope
77+340 77+380
LHS
Closed
Oversize material in Embankment
Slope
81+500 82+400
B/S
Closed
69+950
RHS
Closed
39+450 39+500
RHS
Closed
Scarified Existing BT -Material dumped
57+000 58+000
at shoulder side
RHS
Closed
57+000 58+000
at Mediam
RHS
Closed
Subject
Safety Arrangment of Box Culverts
Over sized river sand containing
pebbles
Top layer of GSB Width short
kutcha Divertion provided
49+870 RHS,
29+060 LHS &
16+500 RHS
145
Closed
(Concessionaire)
08.05.2014
08.05.2014
30.6.2014
11.12.2014
BRTPL/BHIL-RAJ/NH758/IE/14/1573
Dated:11.05.2015
02.07.2014
BRTPL/BHIL-RAJ/NH758/IE/14/1054 &1163
Dated: 11.10.2014 &
05.12.2014
Dated:11.05.2015
Dated:05.12.2014.
Dated:08.10.2014.
APL/Bhilwara-Rajasthan /NH758/IE/2013-14/455 Dated
21.05.2014
21.05.2014
22.07.2014
19.12.2014
APL/Bhilwara-Rajasthan /NH758/IE/2015-16/1201
Dated29.06.2015
1.08.2014
APL/Bhilwara-Rajasthan /NH758/IE/2014-15/761& 775
Dated 15.12.2014
&24.12.2014
21.05.2015
24.12.2014
09.10.14
S.
No.
NCR No.
31
IE-031
32
IE-032
33
IE-033
34
IE-034
35
IE-035
36
IE-036
IE Letter No.
04.07.2014, 2015-16/1023
07.07.2014
20.9.2014
20.09.2014
21.07.2014
21.07.2014
Subject
From
To
Side
Status of
Compliance
Concrete work ;R2 Wall ,2nd lift ,
(Required joint Testing details of IE and
Conncessionair
24+897
LHS
Closed
Checking of DBM Level
24+840
RHS
Closed
Back Filling (Minor
Bridge)Bhilwara&Rajsamand side
28+970
RHS
Closed
Filter Media (Minor Bridge)
Bhilwara&Rajsamand side
28+970
RHS
Closed
39+800 40+500
B/S
closed
Lot of honey combing (Minor Bridge)
28+970
RHS
Closed
NCR-31 in 2nd lift without NCR no. 31
3rd lift concrete has been done.
24+897
LHS
Closed
Rain cut in side slop
IE-037
21.07.2014, 2015-16 1024
dated 11.04.2015
38
IE-038
32+600 37+400
21.07.2014, 1191/26.06.2015 , in Shoulder side and Mediam
1339 dated 28.09.2015
LHS
Closed
39
IE-039
21.07.2014
LHS
Closed
37
Cenent Stored on the Ground
72+600
146
(Concessionaire)
BRTPL/BHIL-RAJ/NHAPL/Bhilwara-Rajasthan /NH758/IE/15/1075Dated:06.04. 758/IE/20142015,1512 dated 18.04.15
15/1042Dated22.04.2015
Dated:06.04.2015
Dated:29.11.2014
Dated:29.11.2014.
Dated:21.02.2015
Dated:13.09.2014
10.04.2015
04.12.14
04.12.14
23.02.2015
20.09.14
BRTPL/BHIL-RAJ/NHAPL/Bhilwara-Rajasthan /NH758/IE/15/1075Dated:06.04. 758/IE/2014-15/1043 Dated
2015,1512 dated 18.04.15
22.04.2015
5Dated:13.06.2015,1825
dated 11.09.2015.
1860,dated 09.10.2015.
Dated:30.07.14
05.11.2015
23.08.2014
S.
No.
NCR No.
40
IE-040
23.07.2014
IE Letter No.
Subject
From
To
Side
Status of
Compliance
(Concessionaire)
LHS
Closed
Dated:30.07.14
1.08.2014
14.08.2014
Oversize River sand containing pebbles.
72+6000
IE-041
25.07.2014
Oversize material in Embankment and
Subgrade
77+915 to
77+980LHS,
70+160 to
70+200 RHS
Closed
Dated:04.08.14
42
IE-042
20.09.2014
Oversize, Debris and rubish material in
Embankment
49+770 to
49+830 LHS ,
49+900 to
50+000 LHS
Closed
Dated:20.08.14
22.08.2014
43
IE-043
Km 72+600 LHS
72+600
LHS
Closed
44
IE-044
Oversize, round pebbles at concrete
batching plant
18+000
RHS
Closed
45
IE-045
Km 18+000 RHS
18+000
RHS
Closed
46
IE-046
47
IE-047
09.10.2014
14.08.2014
05.09.2014.
APL/Bhilwara-Rajasthan /NH758/IE/2014-15/636Dated
10.09.2014.
08.10.2014.
48
IE-048
04.09.2014, 766/19.12.2014
49
IE-049
04.09.2014
Dated:08.10.2014.
Dated:09.08.14
Dated:30.08.14
Dated:04.09.2014.
Dated:25.09.2014.
Dated:05.12.2014.,1571Date
d 11.05.2015
Dated:08.10.2014.
41
06.08.2014
06.08.2014
06.08.2014
20.08.2014
04.09.2014
49+870,48+622,
61+945,63+572,
77+910,78+780
71+600 to
Oversize material in Embankment and
71+620
Subgrade
L/S,73+000 to
77+000 to
77+470,72+080
Oversize material filled in Median.
to72+380,81+34
0 to
safty arrengment of MNB &BOX
CULVERT
BT Material dumped & spread for
shoulder
56+770 to
57+400
147
Closed
Closed
Median
Closed
RHS
Closed
Dated26.06.2015
18.10.2014.
S.
No.
NCR No.
50
IE-050
51
IE-051
52
IE-052
53
IE-053
54
IE-054
55
IE-055
56
IE-056
57
IE-057
58
IE-058
59
IE-059
IE Letter No.
15.09.2014
Dated15.09.2014
17.09.2014
APL/Bhilwara-Rajasthan/NH758/IE/2014-15/0686, 0930
Dated 09.10.2014,20.02.2015,
05.11.2014
22.11.2014
09.12.2014
11.12.2014.
24.12.2014.
30.12.2014.
Subject
From
To
Side
Status of
Compliance
khacha divertion
28+800 to
29+050, 39+020
to 39+070,
RE WALL PANEL WITH FOUNDATION
and Earth filling.
3+020 to 3+170
B/S
Closed
10+570
LHS
Closed
Return wall of Box culvert (Lot of hony
combing)
closed
Cracks Developed in DBM
26+950 to
27+000
RHS
Closed
scarified bt material dump in median
38+740
to38+880
,46+100 to
LHS;RHS
Closed
Over size material fill in median
56+640 to
57+000
Excavated Material Dumped in side RE
WALL .
27+500 to
27+580
LHS
Closed
Over size material fill in Embankment
2+260 to 2+400
RHS
Closed
84+050 to
84+150
LHS
Closed
73+878
RHS
Closed
Over size material fill in SubGrade
layer in pur by pass.
Lot of honey combing on the surface of
the R/W &parapet wall of box culvert
148
Closed
(Concessionaire)
Dated:07.02.2015
Dated:08.10.2014.
Dated:08.10.2014.
Dated:07.02.2015,1483
(07.04.2015)
Dated:05.12.2014.
Dated:05.12.2014.
Dated:13.12.2014.
BRTPL/BHIL-RAJ/NH758/IE/14/1213, 1274
Dated:18.12.2014.,17.01.201
5
Dated:31.12.2014.
Dated:31.12.2014.
20.02.2015.
04.12.2014.
18.10.2014.
08.04.2015
15.12.2014.
19.12.2014.
15.12.2014.
21.01.2015.
2.1.2015.
28.1.2015.
S.
No.
NCR No.
60
IE-060
APL/Bhilwara-Rajasthan/NHSafety boards,barricades,deneators&
758/IE/2014-15/0790,805
signboards for traffic regulation of
Dated 30.12.2014./06.01.2015 miner bridge
61
IE-061
31.12.2014.
62
IE-062
63
IE-063
64
IE-064
65
IE-065
66
IE-066
67
IE-067
68
IE-068
69
IE-069
IE Letter No.
Dated2.01.2015.
14.01.2015, 1192/
26.06.2015(1365, dated
13.10.2015)
14.01.2015
14.01.2015
27.01.2015
27.01.2015
27.01.2015
10.02.2015
Side
Status of
Compliance
75+194
LHS
Closed
Dated:16.01.15
20.02.2015
Oversize GSB material placed on bed
83+980 to
84+030
RHS
Closed
Dated:16.01.15
19.01.2015
Oversize material placed IN SG bed
9+730 TO 9+790
Closed
Dated:21.02.2015
23.02.2015
Subject
From
To
BHS
18+0000
camp -1
cement bag stored
18+0000
camp -1
Closed
cement bag stored
70+950
camp -2
Closed
safety arrangement for MNB
07+270
LHS
Closed
11+400 to
11+450
RHS
Closed
Excavated Material Dumped in side RE
0+902 to 01+100
WALL .
RHS
Closed
2+570 tom
2+690
,4+830 to 4+870
RHS
Closed
oversized material
149
BRTPL/BHIL-RAJ/NHRectification 758/IE/15/1672
in progress Dated:24.06.2015 , 1859
dated 08.10.2015
Reinforcement Bars stocked on ground
.
Oversized material in embankment
(Concessionaire)
Dated:02.02.15
Dated:29.01.2015
Dated:18.02.2015
Dated:25.02.2015
Dated:14.03.2015
Dated:25.02.2015
Dated02.02.2015
APL/Bhilwara-Rajasthan /NH758/IE/201415/876Dated31.1.2015.
Dated320.02.2015
Dated4.03.2015
Dated19.03.2015
4.03.2015
S.
No.
NCR No.
70
IE-070
71
IE-071
72
IE-072
73
IE-073
74
IE-074
75
IE-075
76
IE-076
77
IE-077
78
IE-078
79
IE-079
Side
Status of
Compliance
55+222, 55+309
LHS
Closed
at shoulder side
66+570 to
66+700
RHS
Closed
Filter media without back filling (Box
culvert)
4+438,8+686 &
10+552 KM.
RHS
Closed
12+065 to
12+080
LHS
Closed
52+203
LHS & RHS
Closed
IE Letter No.
10.02.2015
24.02.2015
27.02.2015
27.02.2015
27.02.2015
02.03.2015, 1337 Dated
28.09.2015
12.03.2015
19.03.2015
19.03.2015
19.03.2015
Subject
Filter media and back fill
Drain Wall
Return wall of Box culvert (Lot of hony
combing)
From
To
DBM Core thickness
38+889,38+890,
&38+891
LHS
Closed
Oversized & flaky material in Emb.
7+125 to 7+175
LHS
Closed
Filter media without back filling (Box
culvert)
25+879
LHS,26+025
LHS,31+731RHS
Oversized and flaky material
3+345 to 3+365
LHS
Closed
Oversized material in Embankment
1+400 to 1+460
RHS
Closed
150
Closed
(Concessionaire)
Dated:18.02.2015
BRTPL/BHIL-RAJ/NH758/IE/15/14/1510Dated:18.
04.15
Dated:14.3.2015
21.03.214
Dated:13.05.2015
Dated20.02.2015
21.04.2015
Dated19.03.2015
Dated27.03.2015
21.05.2015
Dated:11.09.2015,1861
dated 09.10.2015
16.10.2015
Dated:21.03.2014
BRTPL/BHIL-RAJ/NH758/IE/15/14/1468
Dated:04.04.2015
Dated:25.03.2015
Dated:25.03.15
APL/Bhilwara-Rajasthan /NH758/IE/201415/0981Dated23.03.2015
Dated07.04.2015
Dated27.03.2015
27.03.2015
S.
No.
NCR No.
IE Letter No.
Subject
From
To
Side
IE-080
APL/Bhilwara-Rajasthan/NH758/IE/2015-16/001016 Dated Oversized material for Embankment
10.04.02015
1+250 to 1+350
RHS
IE-081
APL/Bhilwara-Rajasthan/NH758/IE/2015-16/001017 Dated Oversized material for Embankment
10.04.02015
85+200 TO
85+290RHS,
85+660 TO
85+730 LHS
RHS,LHS
82
IE-082
APL/Bhilwara-Rajasthan/NHMaterial dumped and spreaded
758/IE/2015-16/001018 Dated
without compaction (Gurla pound)
10.04.02015
83
IE-083
84
85
80
81
86
87
Status of
Compliance
(Concessionaire)
Closed
Dated:18.04.15
21.04.2015
Closed
Dated:01.05.2015
06.05.2015
21.05.2015
74+570 to
74+600
LHS
Closed
Dated:013.05.2015
APL/Bhilwara-Rajasthan/NHFilter media and back fill (Minor
758/IE/2015-16/001019 Dated
Bridge)
10.04.02015
41+430
BHS
Closed
BRTPL/BHIL-RAJ/NH758/IE/15/15/1802 Dated:
28.08.2015
01.09.2015
IE-084
10.04.2015
Filter media and back fill and Approach
Slab A2 SIDE (Minor Bridge)
67+060
BHS
Closed
Dated:18.04.15
IE-085
21.05.2015
9+400 to 9+760
Median
Closed
ADated:03.07.2015
Dated13.07.2015
IE-086
21.05.2015
70+140 to
70+240
Closed
Dated:28.05.2015
IE-087
21.05.2015
Oversize Material dump for
Embankment.
21+150 to
21+220
Closed
Dated:04.06.2015
08.06.2015
151
Median
RHS
S.
No.
NCR No.
88
IE-088
21.05.2015
Oversize Material Placed in
Embankment.
89
IE-089
21.05.2015
Damaged DBM
IE-090
21.05.2015, &1308 dated
02.09.2015
Abutment A2 Durt Wall & Retaining
wall A2
91
IE-091
21.05.2015, 1338 dated
28.09.2015
Stone pitching and filter Media of
minor Bridge.
92
IE-092
29.05.2015
Oversized and flaky material
93
IE-093
01.06.2015
94
IE-094
IE-095
90
95
IE Letter No.
Subject
Side
Status of
Compliance
1+200 to 1+250
RHS
Closed
Dated:04.06.2015
08.06.2015
70+040 TO
70+120
RHS
Closed
Dated:06.06.2015
Closed
Dated:18.08.2015' 1818
dated 8.09.2015
Dated10.09.2015
Dated09.012.2015
From
To
41+340
LHS
(Concessionaire)
67+060
BHS
Closed
Dated:11.09.2015'1974
dated 03.12.2015
6+700 to 6+900
LHS
Closed
Dated:08.06.2015
Oversize GSB material placed on bed
38+100 to
38+140
LHS
Closed
BRTPL/BHIL-RAJ/NHAPL/Bhilwara-Rajasthan /NH758/IE/15/15/1641Dated:08. 758/IE/2015-16/1145
06.2015
Dated09.06.2015
02.06.2015
Borrow Material dump for Emb.
Without Copaction.
61+740 to
61+810
RHS
Closed
Dated:06.06.2015
Dated09.06.2015
12.06.2015
Embankment.
86+790 to
86+900
Closed
Dated:16.06.2015
Dated26.06.2015
152
LHS
S.
No.
NCR No.
To
Side
Status of
Compliance
(Concessionaire)
96
IE-096
12.06.2015
Embankment.
86+750 to
86+790
RHS
Closed
Dated:24.06.2015
Dated26.06.2015
97
IE-097
12.06.2015
Stone pitching
66+900 to
67+050
LHS
Closed
05.12.2015
Dated09.12.2015
98
IE-098
12.06.2015
Stone pitching
66+750 to
66+910
RHS
closed
27.11.2015
09.12.2015
IE-099
17.06.2015
Oversize and flaky slate material
5+020 to 5+070
closed
Dated:24.06.2015
Dated26.06.2015
IE-100
17.06.2015
Sand Containing Oversize Round
Pabbles at Batching plant.
18+000
closed
Dated:24.06.2015
Dated26.06.2015
101
IE-101
17.06.2015, 1232 22.07.2015
U-TYPE Return wall reinforcement
rusted and Buried in earth
55+548
closed
Dated:03.07.2015, 1820
dated 09.09.2015
Dated28.09.2015
102
IE-102
19.06.2015
Lot of Honey Combing and Exposure of
Reinforcement on Retain Wall LHS &
Parapet RHS of Box Culvert
20+801
Closed
Dated:10.07.2015
Dated30.07.2015
103
IE-103
19.06.2015
Unsuitable Fill Material placed for
Reinforced Earth Structure
Closed
Dated:30.06.2015
APL/Bhilwara-Rajasthan /NH758/IE/2015-16/1204, Dated
03.7.2015
99
100
IE Letter No.
Subject
From
20+810 to
20+940
153
LHS
RHS
LHS
BHS
S.
No.
NCR No.
IE Letter No.
Subject
From
To
Side
Status of
Compliance
(Concessionaire)
Closed
Dated:30.06.2015 ,1763
01.08.2015
24.08.2015
Closed
BRTPL/BHIL-RAJ/NH758/IE/15/1958 A Dated:
30.11.2015,2042 DATED
14.01.2016
28.01.2016
Closed
Dated:25.06.2015
Dated29.06.2015
13.07.2015
Dated29.06.2015
IE-104
24.06.2015 , 1205 03.07.2015
IE-105
24.06.2015, 1460 dated
04.12.2015
Drain work is not in Line &Level
IE-106
24.06.2015
Reinforced Earth 3rd layer material not
3+660 to 3+770
conforming to specification.
107
IE-107
24.06.2015
Oversize GSB material Laid.
03+780 to 3+810
LHS
Closed
BRTPL/BHIL-RAJ/NH758/IE/15/1697 A
Dated:03.07.2015
108
IE-108
24.06.2015
Unsuitable Fill Material placed for
Reinforced Earth Structure
3+200 to 3+330
LHS
Closed
Dated:25.06.2015
109
IE-109
03.07.2015, 1459 dated
04.12.2015
Honeycombing in concrete of chamber
of HPC Culvert.
3+661
LHS
Rectification
in progress
30.11.15
110
IE-110
31.07.2015
Cracks and damages in DBM surface.
48+280 to
48+350
RHS
Closed
BRTPL/BHIL-RAJ/NH758/IE/15/2037A Dated:
09.01.16
Dated11.01.2016
IE-111
31.07.2015, 1294 Dated
24.08.2015, 1316 dated
11.09.2015
Closed
18.08.2015 ,1816 dated
07.09.2015, 1835 dated
15.09.2015
28.09.2015
104
105
106
111
RE WALL PANEL is not in alignment.
Cement Stored on the ground
0+720 to 0+760
0+660 to 0+760
70+950
154
LHS
LHS
LHS
RHS
S.
No.
112
NCR No.
IE-112
IE Letter No.
31.07.2015 ,1427 Dated
05.11.2015
31.07.2015, 1343 DATED
28.09.2015
Subject
Reinforcement steel stored on the
ground
113
IE-113
114
IE-114
31.08.2015
honey combing observed in BOX
Culvert .
115
IE-115
03.09.2015
Oversize GSB Material
IE-116
28.09.2015
116
117
IE-117
118
IE-118
119
IE-119
28.09.2015, 1577 dated
28.01.2016
28.09.2015 ( 1379 dated
16.10.2015),(1509 dated
23.12.2015)
30.09.2015
kutcha Divertion provided
From
To
70+950
Side
RHS
49+900 to
50+000 RHS and
66+280 LHS
Status of
Compliance
Closed
Closed
(Concessionaire)
08.10.2015,1948 Dated
23.11.2015
BRTPL/BHIL-RAJ/NH758/IE/15/1817Dated:
07.09.2015, 1850 Dated
03.10.2015
05.10.2015
LHS
Closed
03.12.2015.
03.12.2015
3+120 to 3+180
RHS
Closed
08.09.2015
10.09.2015
05.10.2015
oversize in embankment sleep road
RHS
Closed
03.10.2015
Chute drain is not constucted in slop
2:1
70+560 to
70+750
RHS
Rectification
in progress
22.01.2016
16+530
BHS
Rectification
in progress
10.10.2015, 1999 dated
12.12.2015
0+900 to 1+000
BHS
Closed
06.10.2015
Oversize GSB Material laid
24.011.2015
49+386 LHS
83+900 to
83+950
Toe wall is not construted as per
speciffication of MNB
155
08.10.2015
S.
No.
NCR No.
IE Letter No.
Subject
From
To
120
IE-120
121
IE-121
30.09.2015
Rain cut in shoulder and side slop
IE-122
30.09.2015, 1431 Dated
06.11.2015
Thorn plants Developed on Existing
Highway near Kunwariya, Potlan, Karoi
and pur village.
IE-123
30.09.2015, 1430 Dated
06.11.2015, 1452, dated
28.11.2015, 1467 dated
Potholes Developed on Existing
Highway near pur village and diversion
at
78+200
IE-124
30.09.2015
Kerb Casting Work not in line and level
72+000 to
72+140
125
IE-125
13.10.2015
EMBANKMENT MATERIAL FILLED IN
PLACE OF REINFORCED EARTH FILL .
126
IE-126
16.10.2015
OVERSIZE EMBANKMENT MATERIAL
127
IE-127
16.10.2015
QUILITY WORK OF CONCRETE POOR
HONEY COMBING
122
123
124
(Concessionaire)
Closed
06.10.2015
08.10.2015
Closed
27.11.2015
03.12.2015
Closed
25.11.2015
28.11.2015
Rectification
in progress
25.11.2015, 1978 dated
04.12.2015
RHS
Closed
27.11.2015
31.12.2015
LHS
Closed
21.10.2015
24.10.2015
Closed
20.10.2015
24.10.2015
Closed
25.11.2015
28.11.2015
15+260 to
15+480 RHS &
15+680 to
15+720 (BHS)
30.09.2015
Status of
Compliance
Side
61+100 to
61+500
15+420 to
15+620
&
15+700 to
87+000 to
87+080
LHS,86+270 to
86+370 BHS
11+795
156
BHS
RHS
RHS
S.
No.
NCR No.
Side
Status of
Compliance
(Concessionaire)
128
IE-128
29.10.2015
oversize GSB Material laid
1+480 to 1+650
RHS
Closed
06.11.2015
10.11.2015
129
IE-129
29.10.2015
20+530 to
20+400
BHS
Closed
24.11.2015
26.11.2015
130
IE-130
29.10.2015
QUILITY WORK OF CONCRETEO OF
CRASH BARRIER IS VERY POOR.
62+813
LHS, RHS &
MEDIAN
PORTION
Closed
22.01.2016
28.01.2016
IE-131
29.10.2015
CONCRETE OF WALL 1ST LIFT BOTH
SIDES FOR BOX CULVERT IS NOT IN
LINE &LEVEL.
15+063
LHS
Closed
03.11.2015
04.11.2015
132
IE-132
19.11.2015
14+920 to
15+160
15+120 to
15+160
LHS
RHS
Closed
24.11.2015
26.11.2015
133
IE-133
28.11.2015
Oversized Embankment material
83+920 to
84+010
LHS
Closed
03.12.2015
03.12.2015
134
IE-134
30.11.2015
Oversized Embankment material
87+070+87+100
RHS
Closed
05.12.2015
09.12.2015
135
IE-135
30.11.2015
Quality work of Concrete of curtain
Wall.
32+499
BHS
Closed
05.12.2015
09.12.2015
131
IE Letter No.
Subject
From
157
To
S.
No.
NCR No.
IE Letter No.
136
IE-136
09.12.2015
137
IE-137
09.12.2015
138
139
IE-138
IE-139
APL/Bhilwara-Rajasthan/NH758/IE/2015-16/1519 dated
30.12.2015, 1578 dated
28.01.2016
12.01.2016, 1579 dated
28.01.2016
140
IE-140
12.01.2016
141
IE-141
16.01.2016
Remarks : 1. Closed
Subject
From
To
Side
Status of
Compliance
(Concessionaire)
30.12.2015
28.01.2016
Oversized Embankment material in
place of reinforced earth fill
20+410 to
20+500
BHS
Closed
12.12.2015,2022 dated
28.12.2015
MBCB NOT FIXED AS PER GFC
DRAWING.
21+920 to
22+350
RHS
Closed
06.01.2016
fixing of kilometre stone and 200 m
stone
24+000 to
42+000
Rectification
in progress
20.01.2016
Fixing of Boundry Stones.
36+500 to
39+500
Rectification
in progress
20.01.2016
Drainage Bay Material
15+186 to
15+340
BHS
Closed
16.01.2016
Oversize GSB Material
4+940 to 5+020
LHS
Rectification
in progress
133 nos
2. Complied -0.0 nos
3. Rectification in Progress- 08nos
158
LHS
22.01.2016
ANNEXURE - O
STATUS OF PLANT &
EQUIPMENTS CALIBRATION
159
FOUR LANING OF BHILWARA - RAJSAMAND IN THE SECTION OF NH - 758 (From KM.0+000 To KM.87.250) IN THE STATE OF RAJASTHAN UNDER NHDP PHASE IV ON
(DBFOT) TOLL BASIS
CLIENT
CONCESSIONAIRE
EPC CONTRACTOR
:
:
:
:
NATIONAL HIGHWAYS AUTHORITY OF INDIA
BHILWARA-RAJSAMAND TOLLWAY PRIVATE LIMITED
ARTIFACT PROJECT LTD.
SADBHAV ENGINEERING LIMITED
CALIBRATION PLAN (SECTION - 1)
SL No.
DESCRIPTION OF THE EQUIPMENT /
DEVICE
EQUIPMENT CODE /
IDENTIFICATION
CALIBRATION AGENCY
FREQUENCY OF
CALIBRATION
CALIBRATION VARIFYING DOCUMENT
DATE OF
CALIBRATION
NEXT DUE DATE
OF
CALIBRATION
GENERAL TESTING EQUIPMENT
1
Electronic Balance (50 Kg)
SEL/QC/SEC-1/EQ-4/1
EIE INST.PVT.LTD
1 year
Available in Records
3.04.15
2.06.16
2
SEL/QC/SEC-1/EQ-4/1-2
EIE INST.PVT.LTD
1 year
3.04.15
2.06.16
3
EIE INST.PVT.LTD
1 year
3.04.15
2.06.16
3.04.15
2.06.16
4
SEL/QC/SEC-1/EQ-4/1
EIE INST.PVT.LTD
1 year
5
SEL/QC/SEC-1/EQ-4/1
EIE INST.PVT.LTD
1 year
3.04.15
2.06.16
6
Electronic Balance (500 gm)
SEL/QC/SEC-1/EQ-4/1
EIE INST.PVT.LTD
1 year
3.04.15
2.06.16
3.04.15
2.04.16
7
Pressure Gauge (2000 KN) CTM
SEL/QC/SEC-1/EQ-27/1
EIE INST.PVT.LTD
1 year
8
Proving Ring (50 KN)
EIE INST.PVT.LTD
1 year
3.04.15
2.04.16
9
EIE INST.PVT.LTD
1 year
3.04.15
2.04.16
4.06.14
3.06.15
10
EIE INST.PVT.LTD
1 year
11
Water Bath
IN HOUSE
1 year
5.01.16
4.01.17
12
Hot Air Oven (small)
SEL/QC/SEC-1/EQ-9/1
EIE INST.PVT.LTD
1 year
5.01.16
4.01.17
5.01.16
4.01.17
13
Hot Air Oven (small)
EIE INST.PVT.LTD
1 year
14
Hot Air Oven (Big)
EIE INST.PVT.LTD
1 year
5.01.16
4.01.17
15
Sand Pouring Cylinder (100 mm)
IN HOUSE
3 Months
5.01.16
4.04.16
5.01.16
4.04.16
16
Sand Pouring Cylinder(150 mm)
IN HOUSE
3 Months
17
Sand Pouring Cylinder (200 mm)
IN HOUSE
3 Months
5.01.16
4.04.16
18
Rapid Moisture Meter (RMM)
IN HOUSE
3 Months
5.01.16
4.04.16
5.01.16
4.04.16
19
Proctor Moulds
IN HOUSE
3 Months
20
Proctor Rammer
IN HOUSE
3 Months
5.01.16
4.04.16
21
CBR Mould
IN HOUSE
3 Months
5.01.16
4.04.16
IN HOUSE
3 Months
5.01.16
4.04.16
22
Moisture Container
160
REMARK'S
SL No.
23
DESCRIPTION OF THE EQUIPMENT /
DEVICE
PC & TC Tray
EQUIPMENT CODE /
IDENTIFICATION
24
Concrete Cube Mould
25
Slump Cone & Temping Rod
26
Crushing Mould (1O % Fine Value)
27
Surcharge Weight
28
Cone Penetrometer
29
Cassagranda App.
CALIBRATION AGENCY
DATE OF
CALIBRATION
NEXT DUE DATE
OF
CALIBRATION
2.12.15
1.03.16
5.01.16
4.04.16
5.01.16
4.04.16
FREQUENCY OF
CALIBRATION
CALIBRATION VARIFYING DOCUMENT
3 Months
IN HOUSE
3 Months
IN HOUSE
3 Months
IN HOUSE
IN HOUSE
1 year
5.01.16
4.01.17
IN HOUSE
1 year
5.01.16
4.01.17
IN HOUSE
1 year
5.01.16
4.01.17
IN HOUSE
1 year
5.01.16
4.01.17
IN HOUSE
1 year
5.01.16
4.01.17
30
Bitumen Penetrometer
31
Ring& Ball App. (Softening Point)
IN HOUSE
1 year
5.01.16
4.01.17
32
Ductility Machine
IN HOUSE
1 year
5.01.16
4.01.17
5.01.16
4.01.17
33
Marshall Moulds
IN HOUSE
1 year
34
Marshall Hammer
IN HOUSE
1 year
5.01.16
4.01.17
35
AIV App.
IN HOUSE
1 year
5.01.16
4.01.17
SEL/QC/SEC-1/EQ/64/01
EIE INST.PVT.LTD
1 year
3.05.14
2.05.16
SEL/QC/SEC-1/EQ/61/01
EIE INST.PVT.LTD
1 year
3.04.15
2.04.16
36
U' Tube Viscometer
37
Fluxure Test Machine
REMARK'S
CALIBRATION PLAN FOR STANDARD EQUIPMENT
38
Digital Thermometer
EIE INST.PVT.LTD
1 year
39
Glass Thermometer
EIE INST.PVT.LTD
1 year
40
Steel Scale
EIE INST.PVT.LTD
1 year
41
Digital Vernier Caliper
EIE INST.PVT.LTD
1 year
42
43
44
B/PLANT NO.01 AT CH:18+000 RHS
WMM PLANT@18+000 RHS
HM PLANT@18+000 RHS
45
SURALIA/30CUM/BP No-1
MAXMECH/ Cap.200TPH
APPOLO/2000TPH
SCHWINGSTETTER/30CUM/BP No2
CALIBRATION PLAN FOR PLANT
IN HOUSE
3 Month
IN HOUSE
3 Month
IN HOUSE
3 Month
IN HOUSE
161
3 Month
Standard Equipment
Availble in Records
Availble in Records
Availble in Records
Availble in Records
8.06.15
7.01.16
9.01.16
7.09.15
6.04.16
8.04.16
9.01.16
8.04.16
Not in USE
FOUR LANING OF BHILWARA - RAJSAMAND IN THE SECTION OF NH - 758 (From KM.0+000 To KM.87.250) IN THE STATE OF RAJASTHAN UNDER NHDP PHASE IV ON
(DBFOT) TOLL BASIS
CLIENT
CONCESSIONAIRE
EPC CONTRACTOR
S.NO.
NAME OF EQIPMENT
EQIPMENT CODE NO.
CALIBRATED BY
FRIQUENCY OF
CALIBRATION
CALIBRATION
VERIFIYING DOCUMENT
DATE OF
CALIBRATION
DUE DATE OF
CALIBRATION
REMARK
1
Proving Ring (50KN)
SEL/QC/SEC-2/EQ-16/01.
EIE INST.PVT.LTD.
1 Year
Availble in Records
04-03-15
04-02-16
2
Proving Ring(25KN)
SEL/QC/SEC-2/EQ.16/01
EIE INST.PVT.LTD.
1 Year
Availble in Records
04-03-15
04-02-16
3
Weight Scale(50kg)
EIE INST.PVT.LTD.
1 Year
Availble in Records
04-03-15
04-02-16
4
Weight Scale(50kg)
EIE INST.PVT.LTD.
1 Year
Availble in Records
05/05.2015
05-04-16
5
Weight Scale(50kg)
EIE INST.PVT.LTD.
1 Year
Availble in Records
01-08-15
01-07-16
6
Weight Scale(30kg)
EIE INST.PVT.LTD.
1 Year
Availble in Records
04-03-15
04-02-16
7
Weight Scale(30kg)
EIE INST.PVT.LTD.
1 Year
Availble in Records
01-09-15
01-08-16
8
Weight Scale(20kg)
EIE INST.PVT.LTD.
1 Year
Availble in Records
05-12-15
05-11-16
9
Weight Scale(10kg)
EIE INST.PVT.LTD.
1 Year
Availble in Records
04-03-15
04-02-16
AWATED
AWATED
Weight Scale(10kg)
EIE INST.PVT.LTD.
1 Year
Availble in Records
04-03-15
04-02-16
10
Weight Scale(5kg)
EIE INST.PVT.LTD.
1 Year
Availble in Records
13/01/2015
01-12-16
AWATED
11
Weight Scale(500g)
EIE INST.PVT.LTD.
1 Year
Availble in Records
01-10-15
01-09-16
AWATED
12
C.T.M.(2000KN)
EIE INST.PVT.LTD.
1 Year
Availble in Records
04-03-15
04-02-16
13
FLUXURE TEST MACHINE
EIE INST.PVT.LTD.
1 Year
Availble in Records
04-03-15
04-02-16
14
Water bath
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
15
Water bath
IN HOUSE
3 Month
Availble in Records
04-11-15
07-10-15
16
Hote Air Oven(Medium)
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
17
Hote Air Oven(Small)
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
18
RMM
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
19
RMM
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
20
RMM
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
21
CBR Moulds
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
162
unused
CALIBRATION
VERIFIYING DOCUMENT
DATE OF
CALIBRATION
DUE DATE OF
CALIBRATION
Availble in Records
01-08-16
04-07-16
3 Month
Availble in Records
01-08-16
04-07-16
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
Sand Pouring Cylinder(150mm)
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
27
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
28
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
29
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
30
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
31
NDG
IN HOUSE
3 Month
Availble in Records
07-06-15
10-05-15
32
Proctor mould(2250g/cc)
SEL/QC/SEC-2/EQ.1/ 1-3
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
33
Proctor mould(1000g/cc)
SEL/QC/SEC-2/EQ.1/1
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
34
Poctoe Hammer(4.89kg)
SEL/QC/SEC-2/EQ.2/1-3
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
35
Poctoe Hammer(2.6kg)
SEL/QC/SEC-2/EQ.2/1
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
36
Moistur Container(A)
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
37
Moistur Container(B)
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
38
PC&TC Tray
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
S.NO.
NAME OF EQIPMENT
EQIPMENT CODE NO.
22
23
IN HOUSE
24
25
26
CALIBRATED BY
FRIQUENCY OF
CALIBRATION
GENERAL
TESTING EQUIPMENT
IN HOUSE
3 Month
39
Concrete Cube Moulds
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
40
SlumpCone &Temping Rod
SEL/QC/SEC-2/EQ.29/1-10
IN HOUSE
3 Month
Availble in Records
01-08-16
04-07-16
41
Crushing Mould(10%Fine Value)
IN HOUSE
1 Year
Availble in Records
10-10-15
10-09-16
42
Surchage Weight
IN HOUSE
1 Year
Availble in Records
10-08-15
10-07-16
43
Cassagranda App.
IN HOUSE
1 Year
Availble in Records
10-10-15
10-09-16
47
U-Tube Viscometer ( 12 No.)
EIE INST.PVT.LTD.
Availble in Records
27/05/2014
48
U-Tube Viscometer ( 13No.)
EIE INST.PVT.LTD.
Availble in Records
24/05/2014
49
U-Tube Viscometer ( 06No.)
EIE INST.PVT.LTD.
Availble in Records
24/05/2014
163
REMARK
unused
S.NO.
NAME OF EQIPMENT
EQIPMENT CODE NO.
CALIBRATED BY
FRIQUENCY OF
CALIBRATION
CALIBRATION
VERIFIYING DOCUMENT
DATE OF
CALIBRATION
DUE DATE OF
CALIBRATION
REMARK
CLOSED
GENERAL
TESTING
CALIBRATION
PLANEQUIPMENT
FOR PLANT
1
B/PLANT NO.01 AT CH:72+600 LHS
Nilkanth CP-30/BP No-1
IN HOUSE
3 Month
Availble in Records
26/09/15
25/12/2015
2
Schwing Stetter CP-30/BP No-2
IN HOUSE
3 Month
Availble in Records
30/01/2016
29/04/2016
3
WMM PLANT@72+600LHS PLANT NO. 1
Dhruvi Cap.150TPH
IN HOUSE
3 Month
Availble in Records
01-09-16
04-08-16
4
WMM PLANT@72+900RHS PLANT NO.
02
Apollo
IN HOUSE
3 Month
Availble in Records
20/12/2014
19/3/2015
5
WMM PLANT@72+600 LHS PLANT NO.
03
Dhruvi Cap.200TPH
IN HOUSE
3 Month
Availble in Records
01-09-16
04-08-16
6
HOT MIX PLANT@72+900RHS
Apollo
IN HOUSE
3 Month
Availble in Records
18/01/2016
17/4/2016
FOR IE REPRESENTATIVE
FOR EPC CONTRACTOR REPRESENTATIVE
164
CLOSED
ANNEXURE - P
BORROW AREA
165
CLIENT
CONCESSIONAIRE
EPC CONTRACTOR
SUMMARY OF BORROW AREA SOIL (SECTION-1)
LABORATORY TEST RESULTS
B/A NO
LAB JOB NO.
DATE OF
DATE OF
SAMPLIN
LOCATIO SIDE
TESTING
G
N
OFFSET
FROM
PCL
(M)
SIEVE ANALYSIS
GRAVEL
%
SAND
%
SILT &
CLAY
%
LL
%
PI
%
MDD
gm/cc
OMC
%
FSI
%
CBR
%
SUITABLE FOR
APP. QTY
(M3)
1
BRTPL/QC/SEC-1/B/A-01
30.11.13 1.12.13 38+715 RHS
1500
7.08
45.57
47.35
29.55
10.09
1.930
10.08
31.15
EMBENKMENT
9000
2A
BRTPL/QC/SEC-1/B/A-2A
30.11.13 1.12.13 37+000 RHS
1800
10.87
43.08
46.05
25.83
11.37
1.950
10.25
18.70
EMBENKMENT
9000
2B
BRTPL/QC/SEC-1/B/A-2B
30.11.13 2.12.13 37+000 RHS
2000
13.62
40.42
45.97
31.10
10.83
2.022
8.50
30.24
EMBENKMENT
9000
3
4.12.13 9.12.13 35+200 LHS
500
12.76
41.15
46.10
31.65
11.38
2.077
7.91
25.40
14.88
EMB/SUB GRADE
22575
4
5.12.13 6.12.13 34+200 LHS
500
47.52
22.20
30.28
30.17
10.66
2.124
6.45
31.87
14.87
EMB/SUB GRADE
9750
5
BRTPL/QC/SEC-1/B/A-5/06
11.12.1314.12.13 36+400 LHS
500
7.77
51.37
40.86
30.52
9.41
1.881
10.34
13.86
EMBENKMENT
18000
6
13.12.1316.12.13 28+900 LHS
1500
20.73
35.63
43.64
31.14
11.75
2.005
7.63
16.00
EMBENKMENT
15120
7
15.12.1317.12.13 24+300 LHS
500
8.22
46.87
44.92
32.17
11.65
2.042
8.26
31.74
EMBENKMENT
9000
8
15.12.1318.12.13 24+300 RHS
600
7.62
32.95
59.43
33.15
13.64
1.960
9.22
33.70
EMBENKMENT
9000
9
17.12.1319.12.13 25+500 RHS
500
41.35
26.10
32.55
26.07
6.07
1.997
7.05
19.91
EMBENKMENT
9000
10
17.12.1325.12.13 32+800 RHS
700
19.42
31.76
48.83
28.09
8.24
1.998
7.80
7.92
16.41
EMB/SUB GRADE
18090
11
17.12.13 6.01.14 24+300 LHS
500
17.12
45.45
37.44
29.10
9.48
1.986
7.60
21.34
17.70
EMB/SUB GRADE
30000
12
19.12.1323.12.13 27+200 LHS
500
9.43
47.75
42.82
22.87
NP
1.966
8.57
3.33
EMBENKMENT
9000
13
21.12.1331.12.13 28+500 RHS
1500
18.66
49.91
31.44
29.54
10.61
1.990
7.99
17.17
14.75
EMB/SUB GRADE
12000
14
21.12.1329.12.13 38+700 RHS
600
22.18
39.37
38.45
28.33
8.71
1.987
8.30
12.78
15.13
EMB/SUB GRADE
15000
15
24.12.1327.12.13 36+500 LHS
500
25.35
35.35
39.30
28.04
7.90
2.011
7.71
13.11
15.80
EMB/SUB GRADE
12000
16
28.12.13 5.01.14 38+500 LHS
1500
13.08
30.68
56.25
31.25
12.30
1.936
9.23
11.53
EMBENKMENT
6000
17
28.12.1302.01.14 38+700 LHS
EMB/SUB GRADE
15000
18
29.12.1310.01.14 43+00
19
300
24.11
28.77
47.12
30.51
9.08
1.914
8.47
18.13
LHS
1200
16.10
50.90
33.00
29.30
9.82
1.996
8.41
15.00
EMBENKMENT
12000
5.01.14 13.01.14 27+300 LHS
1500
14.30
35.50
50.20
32.30
12.06
1.980
8.83
20.00
EMBENKMENT
15000
08.01.1412.01.14 43+00
LHS
15.59
20
1100
25.80
55.60
18.60
25.80
8.53
2.019
8.04
10.00
18.51
EMB/SUB GRADE
15937
21
16.01.1418.01.14 45+900 RHS
300
10.40
59.80
29.80
28.30
NP
1.933
9.80
5.50
_
EMBENKMENT
7875
22
16.01.1417.01.14 39+950 LHS
300
14.60
36.00
49.40
32.20
13.77
1.990
8.52
10.00
EMBENKMENT
7200
3F1
BRTPL/QC/SEC-1/B/A-03/F1
04.01.14 7.01.14 35+200 LHS
500
8.66
47.68
43.66
31.17
11.49
2.099
7.63
16.34
16.76
EMB/SUB GRADE
30000
166
REMARKS
EXTENDED QTY.
B/A NO
LAB JOB NO.
DATE OF
DATE OF
SAMPLIN
LOCATIO SIDE
TESTING
G
N
OFFSET
FROM
PCL
(M)
SIEVE ANALYSIS
GRAVEL
%
SAND
%
SILT &
CLAY
%
26.00
30.24
43.72
SUITABLE FOR
APP. QTY
(M3)
REMARKS
15.10
EMB/SUB GRADE
20000
EXTENDED QTY.
EXTENDED QTY.
LL
%
PI
%
MDD
gm/cc
OMC
%
FSI
%
CBR
%
30.32
9.77
2.042
8.13
13.13
10F1
07.01.1414.01.14 32+800 RHS
700
13F1
22.01.1427.01.14 28+500 RHS
1500
17.22
41.22
41.56
27.98
7.85
1.931
8.60
15.76
15.03
EMB/SUB GRADE
30000
23
21.01.1428.01.14 41+500 LHS 1000.0
21.83
59.92
18.25
26.38
8.12
2.109
8.23
5.56
_
EMBENKMENT
9000
24
27.1.14 31.1.14 42+200 RHS 3000.0
39.16
40.44
20.41
26.13
4.40
2.027
7.82
6.00
17.53
EMB/SUB GRADE
30375
25
27.01.1411.02.14 45+900 RHS
12.30
60.37
27.33
24.45
2.31
1.894
9.07
1.67
26
30.01.14 4.02.14 15+140 LHS 2000.0
22.90
60.51
16.59
25.31
4.00
2.036
8.13
3.50
27
4.02.14 5.02.14 45+200 RHS 1000.0
21.30
48.08
30.62
26.67
5.41
1.910
9.45
28
7.02.14 8.02.14 45+600 RHS 2000.0
42.90
40.05
17.05
24.52
2.44
1.955
9.28
800.0
EMBENKMENT
9030
EMB/SUB GRADE
15000
4.17
EMBENKMENT
9000
7.50
EMBENKMENT
9135
19.94
30
13.02.1416.02.14 45+715 RHS 1500.0
24.02
40.00
36.33
26.58
6.63
2.002
8.67
10.83
EMBENKMENT
9000
14F1
30.01.14 2.02.14 38+700 RHS
24.31
36.43
39.26
27.42
7.28
1.982
8.38
15.00
15.18
EMB/SUB GRADE
15345
31
21.02.1425.02.14 50+900 LHS
500
50.3
31.95
17.75
26.58
5.45
2.094
8.4
10
19.6
EMB/SUB GRADE
6000
33
22.02.1425.02.14 49+380 RHS
2300
14.85
44.65
40.5
28.7
8.06
2.032
8.45
28.2
EMBENKMENT
4250
34
1.03.14 04.03.14 45+715 RHS
1100
16.57
44.84
38.59
27.24
7.23
1.992
8.68
11
16.98
EMB/SUB GRADE
15300
35
1.03.1403.03.11445+800 RHS
1500
18.27
43.67
38.06
27.02
7.2
1.994
8.6
11.5
17.34
EMB/SUB GRADE
15008
36
4.03.14 6.03.14 36+100 LHS
1000
37
4.03.14 5.03.14 17+050 RHS
2000
38
11.03.1412.03.14 35+200 LHS
800
39
12.03.14
18.03.14
13+440
RHS
600
24.14
53.62
22.24
23.78
1.16
1.995
8.67
40
20.03.14
27.03.14
35+200
LHS
18000
21.38
61.31
17.31
23.4
NP
2.012
8.01
41
42
43
44
45
46
26F1
47
21.03.14
25.03.14
15+140
LHS
700
19.92
65.32
14.77
24.5
NP
2.099
8.58
24.03.14
26.03.145
38+500
RHS
12000
12.33
40.38
47.3
30.65
10.39
2.083
8.8
29.65
28.03.14
29.03.14
45+300
RHS
2000
20.53
39.73
39.74
29.05
8.76
2.12
8.13
23.33
600.0
52.38
22.2
58.24
19.56
24.2
1.35
2.003
9.4
2
NOT USED
16.17
75
3
EMB/SUB GRADE
7650
NOT USED
17.63
EMB/SUB GRADE
7500
2
16.3
EMB/SUB GRADE
15000
1.67
19.03
EMB/SUB GRADE
9000
EMBENKMENT
6300
19.25
EMB/SUB GRADE
9000
9450
31.03.14
02.04.14
12+500
LHS
4500
43.36
46.15
10.49
24.33
NP
2.14
8.08
1.66
19.53
EMB/SUB GRADE
01.04.14
03.04.14
45+250
RHS
2150
47.51
29.96
22.51
25.5
NP
2.15
7.58
8.33
18.66
EMB/SUB GRADE
9000
5.04.14
13.04.14
38+500
RHS
1500
19.51
29.3
51.2
32.29
11.75
2.06
9.30
30.83
EMBENKMENT
18000
11.04.14
14.04.14
15+140
LHS
2000
23.18
61.08
15.73
24.47
NP
2.078
8.63
0
18.08
EMB/SUB GRADE
9000
13.04.14
16.04.14
10+000
LHS
2000
22.85
59.2
17.95
25.7
2.3
2.078
8.57
1.67
18.23
EMB/SUB GRADE
9000
39.7
45.3
15
25.22
6.95
2.098
7.70
8.06
18.80
EMB/SUB GRADE
9000
48
49
50
19.04.14
25.04.14
12+560
LHS
4000
19.04.14
24.04.14
0+000
RHS
2000
19.04.14
27.04.14
45+250
LHS
2500
32.12
42.85
25.03
26.48
2.4
2.111
8.50
7.50
46 F1
24.04.14
26.04.14
38+500
RHS
1500
21.04
37.83
40.73
29.53
8.90
2.097
8.80
23.00
NOT USED
63.37
167
20.30
EMB/SUB GRADE
9000
EMBENKMENT
15000
EXTENDED QTY.
B/A NO
51
52
53
54
55
44F1
56
57
58
59
60
61
62
63
64
65
66
67
68
60F1
60F2
69
70
31 F1
71
72
73
74
75
76
77
LAB JOB NO.
DATE OF
DATE OF
SAMPLIN
LOCATIO SIDE
TESTING
G
N
22.04.14
06.05.14
49+500
LHS
OFFSET
FROM
PCL
(M)
SIEVE ANALYSIS
GRAVEL
%
SAND
%
SILT &
CLAY
%
5500
28.48
54.62
16.9
SUITABLE FOR
APP. QTY
(M3)
19.88
EMB/SUB GRADE
15000
LL
%
PI
%
MDD
gm/cc
OMC
%
FSI
%
CBR
%
25.09
NP
2.101
8.33
5.50
22.04.14
16.05.14
19+940
LHS
1500
28.37
56.06
15.57
24.32
NP
2.132
7.95
3.13
18.81
EMB/SUB GRADE
15000
22.04.14
10.05.14
30+160
LHS
2000
3.47
80.68
15.85
24.94
NP
1.933
11.37
0
18.17
EMB/SUB GRADE
9600
22.04.14
3.05.14
30+160
RHS
300
13.90
48.85
37.25
25.68
2.36
2.102
9.15
11.66
19.73
EMB/SUB GRADE
9000
3.05.14
4.05.14
12+560
LHS
1100
26.58
60.38
13.05
25.48
NP
2.103
8.73
10
20.85
EMB/SUB GRADE
9600
BRTPL/QC/SEC-1/B/A-44F1
2.05.14
9.05.14
12+500
LHS
4500
28.15
57.28
14.57
24.73
NP
2.067
7.63
0
18.35
EMB/SUB GRADE
9000
4.05.14
7.05.14
9+500
LHS
30000
31.21
52.11
16.68
24.79
NP
2.133
7.43
8.73
18.66
EMB/SUB GRADE
12000
7.05.14
8.05.14
39+300
RHS
1500
39.75
46.22
13.53
25.28
NP
2.066
7.20
8.33
18.73
EMB/SUB GRADE
9600
10.05.14
20.05.14
39+310
RHS
1000
22.14
59.93
17.93
25.53
NP
2.102
8.35
12.08
19.77
EMB/SUB GRADE
18000
17.05.14
20.05.14
35+300
LHS
2500
24.05.14
1.06.14
24+100
LHS
700
29.05.14
30.05.14
34+900
LHS
700
62.87
NOT USED
2.06.14
3.06.14
44+800
RHS
500
60.71
NOT USED
6.06.14
14.06.14
35+200
RHS
2000
6.82
75.5
17.68
25.92
NP
2.17
7.58
7.45
18.28
EMB/SUB GRADE
9000
6.06.14
12.06.14
44+150
LHS
500
46.48
38.25
15.27
27.9
7.71
2.115
8.03
18.75
19.6
EMB/SUB GRADE
6000
10.06.14
16.06.14
44+120
RHS
4000
31.23
46.68
22.08
28.62
8.07
2.129
7.53
16.34
19.45
EMB/SUB GRADE
9750
17.06.14
25.06.14
6+320
RHS
25.6
46.57
27.83
25.37
NP
2.135
8.08
2.5
19.82
EMB/SUB GRADE
9000
17.06.14
25.06.14
6+320
RHS
5.63
83.65
10.72
23.42
NP
1.987
11.38
0
19.9
EMB/SUB GRADE
9000
20.06.14
26.06.14
13+440
RHS
27.40
57.70
14.87
24.80
NP
2.103
8.55
11.10
17.98
EMB/SUB GRADE
9000
22.06.14
29.06.14
24+100
LHS
10.95
63.38
22.15
23.94
NP
2.08
8.85
5
19.53
EMB/SUB GRADE
18000
8.07.14
15.07.14
24+100
LHS
11.9
67.72
20.38
23.99
NP
2.088
8.7
4.72
19.7
EMB/SUB GRADE
18000
28.06.14
7.7.14
49+350
RHS
27.46
60.05
12.49
24.82
NP
2.052
8.6
9.08
18.28
EMB/SUB GRADE
15000
9000
NOT USED
62.33
12.19
73.1
14.41
24.54
NP
2.157
7.39
2.50
20.16
EMB/SUB GRADE
15000
8.07.14
12.07.14
35+000
RHS
12.17
83.23
4.60
22.67
NP
2.088
8.55
0
20.3
EMB/SUB GRADE
30.07.14
07.07.14
50+900
LHS
40.75
41.87
17.38
27.53
7.17
2.101
8.4
9.85
0
EMB/SUB GRADE
9000
21.08.14
30.08.14
27+365
RHS
15000
17.38
72.24
10.39
23.79
NP
2.156
7.95
0
19.8
EMB/SUB GRADE
30000
30.09.14
1.10.14
27+365
LHS
4000
17.43
61.47
21.17
24.76
NP
2.091
8.84
22.04
19.63
EMB/SUB GRADE
9000
30.09.14
7.10.14
33+700
LHS
2000
20.2
37.57
42.23
35.6
14.41
2.151
8.1
26.6
16.07
EMB/SUB GRADE
9750
500
2.10.14
9.10.14
46+000
RHS
39.4
51.03
9.58
24.39
NP
2.043
8.03
6.75
16.98
EMB/SUB GRADE
6750
10.10.14
16.10.14
28+700
RHS
14.67
54.2
30.53
30.47
10.25
2.15
8.32
19.24
16.02
EMB/SUB GRADE
9000
16.10.14
22.10.14
27+300
RHS
26.38
48.58
25.03
26.07
3.23
2.17
6.83
10
18.67
EMB/SUB GRADE
9000
18.10.14
26.10.14
15+140
LHS
29.93
58.1
7.27
24.26
NP
2.057
8.3
12
18.46
EMB/SUB GRADE
18000
168
REMARKS
B/A NO
78
79
80
70F1
73F1
70F2
71F1
81
82
83
84
85
86
87
88
73F2
84F1
71F2
89
90
91
92
93
94
95
96
97
98
99
73 F3
71 F3
LAB JOB NO.
DATE OF
DATE OF
SAMPLIN
LOCATIO SIDE
TESTING
G
N
19.10.14
28.10.14
5.11.14
BRTPL/QC/SEC-1/B/A-70 F1
24.11.14
21.11.14
31.10.14
OFFSET
FROM
PCL
(M)
SIEVE ANALYSIS
SUITABLE FOR
APP. QTY
(M3)
18.2
EMB/SUB GRADE
18000
LL
%
PI
%
MDD
gm/cc
OMC
%
FSI
%
CBR
%
1.97
9.52
0
GRAVEL
%
SAND
%
SILT &
CLAY
%
3.32
91.16
5.53
22.73
NP
36+100
RHS
3.11.14
37+000
RHS
27
36.47
36.53
31.32
11.02
2.116
8.5
12.5
18.2
EMB/SUB GRADE
9000
17.11.14
20+950
RHS
35.63
51.81
12.56
23.63
NP
2.181
7.42
5.53
21.3
EMB/SUB GRADE
15000
30.11.14
35+000
RHS
13.45
61.3
25.25
24.1
NP
2.179
7.1
10.56
16.8
EMB/SUB GRADE
6000
29.11.14
33+700
LHS
17.13
41.83
41.04
34.1
12.68
2.107
8.45
34.38
15.5
EMB/SUB GRADE
6000
8.12.14
15.12.14
35+000
RHS
13.26
63.97
22.77
22.93
NP
2.178
7.08
10.55
17.83
EMB/SUB GRADE
9000
15.12.14
23.12.14
27+365
RHS
17.23
70.89
11.88
24.11
NP
2.153
7.98
0
19.07
EMB/SUB GRADE
15000
27.11..14
3.12.14
1+000
LHS
34.77
52.58
12.65
24.71
NP
2.17
7.68
6.67
18.1
EMB/SUB GRADE
9000
29.11.14
8.12.14
1+840
LHS
32.02
47.87
20.12
23.83
NP
2.01
9.17
8.33
9.2
EMBENKMENT
9000
8.12.14
17.12.14
43+050
LHS
12.27
49.73
38
28.18
6.17
2.133
8.01
13.06
21.59
EMB/SUB GRADE
30000
15.12.14
20.12.14
10+540
LHS
26.37
58.65
14.98
23.65
NP
2.106
7.61
3.33
26.9
EMB/SUB GRADE
9000
16.12.14
27.12.14
14+100
LHS
33.52
55.12
11.42
23.83
NP
2.143
7.38
0
25.05
EMB/SUB GRADE
9000
15.12.14
22.12.14
12+520
LHS
36.42
52.02
11.56
24.05
NP
2.121
7.87
2.5
22.95
EMB/SUB GRADE
9000
15.12.14
26.12.14
12+520
LHS
32.3
53.6
14.1
23.86
NP
2.154
7.64
13.33
21.28
EMB/SUB GRADE
9000
16.12.14
23.12.14
37+000
LHS
18.62
47.03
34.35
30.39
10.21
2.102
8.04
18.33
16.93
EMB/SUB GRADE
9000
22.12.14
29.12.14
33+700
LHS
23.22
45.32
31.57
24.47
NP
2.146
8.28
11.67
21.27
EMB/SUB GRADE
9000
27.12.14
3.01.15
10+520
LHS
25.77
59.7
14.53
23.4
NP
2.097
7.95
3.13
22.27
EMB/SUB GRADE
9000
29.12.14
5.01.15
27+365
RHS
18
68.88
13.1
23.66
NP
2.159
7.85
0
20.54
EMB/SUB GRADE
15000
30.12.14
6.01.15
49+300
LHS
5.01.15
28.01.2015
14+300
RHS
5.01.2015 7.01.2015
12+560
LHS
5.01.2015 16.01.2015
11+200
LHS
15000
800
500
23.05
49.71
27.24
25.21
8.44
2.102
8.48
14.17
9.15
EMBENKMENT
15000
28.67
54.93
16.4
23.83
NP
2.16
7.85
0
21.11
EMB/SUB GRADE
6000
20.04
64.77
15.19
23.32
NP
2.18
8.57
0
21.77
EMB/SUB GRADE
15000
15.96
67.47
16.71
23.47
NP
2.063
8.61
4
23.25
EMB/SUB GRADE
15000
Borrow Area Rejected
7.01.2015 12.01.2015
13+630
LHS
500
24.58
57.39
13.35
24.02
NP
2.141
7.95
0
20.5
EMB/SUB GRADE
15000
7.01.2015 21.01.215
13+300
LHS
100
28.64
55.35
16.01
28.53
NP
2.15
8.13
0
20.35
EMB/SUB GRADE
15000
10.01.2015 24.01.2015
11+320
LHS
1000
28.67
54.93
16.4
23.83
NP
2.16
7.85
0
21.11
EMB/SUB GRADE
15000
10.01.2015 18.01.2015
15+250
LHS
2000
27.73
55.08
17.19
23.68
NP
2.137
8.74
0
20.5
EMB/SUB GRADE
15000
20..01.2015 31.01.2015
33+700
RHS
2000
26.9
33.51
39.59
28.73
8.44
2.156
8.35
21
19.64
EMB/SUB GRADE
15000
07.01.2015 17.01.2015
27+365
RHS
15000
17.47
66.09
16.44
23.82
NP
2.147
8.16
5
20.61
EMB/SUB GRADE
15000
169
REMARKS
B/A NO
100
101
102
103
104
105
83F1
85F1
71 F4
77 F1
65 F1
10 F2
106
107
108
109
110
83 F2
99 F1
90 F1
80 F1
105 F1
111
81 F1
87 F1
72 F1
80 F1
96 F1
106 F1
105 F2
LAB JOB NO.
DATE OF
DATE OF
SAMPLIN
LOCATIO SIDE
TESTING
G
N
10.01.2015 20.01.2015
15+220
OFFSET
FROM
PCL
(M)
LHS
2000
SIEVE ANALYSIS
LL
%
PI
%
MDD
gm/cc
OMC
%
FSI
%
CBR
%
NP
2.157
8.54
5
20.13
GRAVEL
%
SAND
%
SILT &
CLAY
%
28.09
53.8
18.11
24.07
SUITABLE FOR
APP. QTY
(M3)
EMB/SUB GRADE
15000
10.01.2015 02.02.2015
15+200
LHS
2000
31.7
49.86
18.44
24.95
NP
2.169
8.3
0
19.02
EMB/SUB GRADE
15000
15.01.2015 4.02.2015
14+400
RHS
500
26.89
54.56
18.52
24.85
NP
2.106
8.69
14
18.88
EMB/SUB GRADE
15000
15000
2.02.2015 13.02.2015
0+000
LHS
2000
28.73
56.01
15.26
24.39
NP
2.186
8.31
0
20.49
EMB/SUB GRADE
2.02.2015 18.02.2015
0+000
LHS
2000
30.43
52.05
17.52
24.23
NP
2.168
8.12
0
20.07
EMB/SUB GRADE
9000
10.02.2015 17.02.2015
0+000
RHS
3000
37.44
47.65
14.91
24.33
NP
2.097
9.03
10.5
19.96
EMB/SUB GRADE
15000
7.02.2015 11.02.2015
43+050
LHS
1100
15.48
65.85
18.67
24.54
NP
2.144
8.43
6
EMBENKMENT
15000
15.1.2015 11.02.2015
14+100
LHS
200
19.15
65.25
15.6
24.49
NP
2.149
9
0
19.57
EMB/SUB GRADE
9000
1500
27.01.2015 10.02.2015
27+365
RHS
19.02.2015 27.02.2015
15+140
LHS
20.02.2015 28.02.2015
44+120
RHS
21.02.2015 28.02.2015
32+800
RHS
4.03.2015
47+040
28.02.2015 11.03.2015
25.02.2015
11.03.2015
17.03.2015
11.03.2015 18.03.15
34.46
34.39
31.15
24.59
NP
2.174
8.42
11
21.3
EMB/SUB GRADE
15000
33.12
60.18
6.7
24.5
NP
2.09
7.72
0
18.5
EMB/SUB GRADE
9000
4000
32.6
45.5
21.9
30.9
9.2
2.182
7.22
20
19.4
EMB/SUB GRADE
9000
34.2
37.5
28.3
32.2
9.6
2.11
7.5
17.18
15.9
EMB/SUB GRADE
9000
RHS
300
22.41
50.34
27.36
24.99
1.03
2.083
9.01
12.75
17.02
EMB/SUB GRADE
30000
32+500
LHS
1000
5.47
51.17
43.37
29.47
7.75
2.12
8.73
19.54
17
EMB/SUB GRADE
9000
3+010
RHS
2000
21.78
60.13
18.08
24.5
NP
2.152
8.38
3.33
17.8
EMB/SUB GRADE
9000
10+460
RHS
1000
30.55
53.78
15.67
24.56
NP
2.177
7.7
0
20.4
EMB/SUB GRADE
9000
25.03.2015 31.03.2015
3+195
RHS
4000
45.63
27.5
26.87
28
7.67
2.151
8.22
13.33
21.18
EMB/SUB GRADE
9000
17.03.2015 23.03.2015
43+050
LHS
1100
16.4
64.97
18.63
24.23
NP
2.142
8.45
8.33
0
EMBENKMENT
9000
19.03.2015 21.03.2015
15+250
LHS
2000
29.05
55.12
15.83
23.63
NP
2.152
8.53
3.33
20.07
EMB/SUB GRADE
9000
19.03.2015 25.03.2015
14+300
RHS
1000
19.75
60.7
19.55
23.52
NP
2.152
8.08
5
19.2
EMB/SUB GRADE
9000
17.03.2015 23.03.2015
20+950
RHS
1500
37.17
50.57
12.26
23.33
NP
7.4
20.9
4.98
20.9
EMB/SUB GRADE
9000
17.03.2015 24.03.2015
0+000
RHS
3000
31.63
53.5
14.87
24.18
NP
2.107
9
8.33
19.97
EMB/SUB GRADE
9000
21.04.2015 22.04.2015
19+400
LHS
33.91
50.27
15.82
23.82
NP
2.174
7.88
2
19.85
EMB/SUB GRADE
15000
15.04.2015 22.04.2015
1+000
LHS
30.63
55.55
13.82
24.12
NP
2.165
7.77
3.13
19.52
EMB/SUB GRADE
9000
31.78
53.13
15.09
24.02
NP
2.151
7.58
1.67
19.67
EMB/SUB GRADE
9000
18.77
62.38
18.85
23.45
NP
2.092
8.7
8.24
19.17
EMB/SUB GRADE
9000
37.67
47.37
14.97
24.23
NP
2.162
8.1
3.33
19.78
EMB/SUB GRADE
9000
26.68
57.85
15.47
24.45
NP
2.152
8.1
0
20.42
EMB/SUB GRADE
9000
15.04.2015
15.04.2015
28.04.2015
12+520
LHS
21.04.2015
27+365
LHS
31.03.2015
7.04.2015
20+950
RHS
31.03.2015
6.04.2015
13+630
LHS
4.04.2015
11.04.2015
47+040
RHS
4.04.2015
13.04.2015
0+000
RHS
23.68
51.55
24.77
24.9
1.27
2.084
9.1
13.33
16.2
EMB/SUB GRADE
9000
33
54.32
12.68
23.13
NP
2.1
9
5
19.67
EMB/SUB GRADE
9000
170
REMARKS
B/A NO
86 F1
105 F3
112
106 F2
75 F1
86 F2
78 F1
52 F1
106 F3
74 F2
52 F2
74 F1
103 F1
106 F4
113
112F1
74F3
77F2
100F1
52F3
75F2
87F2
103F2
113 F1
103F3
LAB JOB NO.
DATE OF
DATE OF
SAMPLIN
LOCATIO SIDE
TESTING
G
N
6.04.2015
13.04.2015
12+520
LHS
6.05.2015
8.05.2015
0+000
RHS
12.05.2015
13.05.2015
19+000
29.04.2015
9.05.2015
47+040
15.05.2015
18.05.2015
28+700
RHS
29.04.15
21.05.2015
12+520
LHS
RHS
RHS
29.04.2015
20.05.2015
36+100
RHS
1.05.2015
15.05.2015
19+940
LHS
8.05.2015
23.05.2015
47+040
23.06.15
30.06.15
46+000
22.06.15
24.06.15
19+940
17.06.15
23.06.15
46+000
10.06.15
16.06.15
0+000
3.06.15
9.06.15
47+040
26.06.15
1.07.15
12+560
27.06.15
1.07.15
19+000
8.07.15
10.07.15
46+000
OFFSET
FROM
PCL
(M)
SIEVE ANALYSIS
LL
%
PI
%
MDD
gm/cc
OMC
%
FSI
%
CBR
%
SUITABLE FOR
APP. QTY
(M3)
GRAVEL
%
SAND
%
SILT &
CLAY
%
35.05
52.85
12.1
23.07
NP
2.12
8.08
0
21.17
EMB/SUB GRADE
9000
31.16
54.82
14.02
23.88
NP
2.093
8.83
3
19.69
EMB/SUB GRADE
15000
31.45
54.25
13.97
23.43
NP
2.125
8.3
3.33
20.57
EMB/SUB GRADE
9000
24.47
52.83
22.7
24.15
NP
2.081
8.5
9.17
19.33
EMB/SUB GRADE
9000
21.72
51.3
26.98
30.33
10.96
2.151
8.3
20.83
18.83
EMB/SUB GRADE
9000
31.63
55.47
12.9
23.43
NP
2.121
8.1
0
19.13
EMB/SUB GRADE
9000
3.7
89.05
7.25
23.44
NP
1.967
9.75
0
20.6
EMB/SUB GRADE
9000
27.96
55.75
16.29
23.84
NP
2.128
8.42
3.5
19.08
EMB/SUB GRADE
15000
24.8
53.53
21.67
23.66
NP
2.072
8.67
9.18
19.7
EMB/SUB GRADE
9000
25.32
57.35
17.33
24.02
NP
2.096
8.6
5
19.62
EMB/SUB GRADE
9000
28.72
54.67
16.61
23.75
NP
2.131
8.44
3.5
19.74
EMB/SUB GRADE
15000
25.83
60.85
13.32
23.62
NP
2.101
8.43
5.83
19.27
EMB/SUB GRADE
9000
30.2
55.87
13.93
23.45
NP
2.174
8.28
0
20.43
EMB/SUB GRADE
9000
27.6
56.87
15.53
24.28
NP
2.115
8.4
3.33
19.25
EMB/SUB GRADE
9000
15.35
68.55
16.1
24.03
NP
2.105
8.58
0
19.35
EMB/SUB GRADE
9000
32.57
53.18
14.25
23.8
NP
2.129
8.33
2.5
20.33
EMB/SUB GRADE
9000
RHS
27.63
54.71
17.66
24.32
NP
2.124
8.6
6
19.14
EMB/SUB GRADE
15000
RHS
RHS
LHS
RHS
LHS
RHS
LHS
RHS
30.06.15
1.07.15
15+140
LHS
31.82
66.05
6.87
23.77
NP
2.079
8.42
0
18.67
EMB/SUB GRADE
9000
8.07.15
11.07.15
15+220
LHS
28.3
54.33
17.37
23.77
NP
2.153
8.67
6.67
20.32
EMB/SUB GRADE
9000
11.08.15
13.08.15
19+940
LHS
29.15
53.75
17.11
24.18
NP
2.123
8.46
3
18.88
EMB/SUB GRADE
15000
7.08.15
13.08.15
28+700
RHS
23.07
49.62
27.32
29.93
9.68
2.14
8.25
17.5
18.67
EMB/SUB GRADE
9000
4.08.15
11.08.15
12+520
LHS
31.58
53.12
15.3
23.8
NP
2.173
7.71
2.5
20.72
EMB/SUB GRADE
9000
4.08.15
10.08.15
0+000
LHS
30.08
55.68
14.23
23.64
NP
2.172
8.42
0
20.3
EMB/SUB GRADE
9000
16.37
67.33
16.30
24.18
NP
2.113
8.27
1.67
20.3
EMB/SUB GRADE
9000
28.08.15
6.09.15
0+000
LHS
26.47
57.22
16.32
25.45
NP
2.076
9.12
0
19.14
EMB/SUB GRADE
9000
114
28.08.15
7.09.15
20+700
RHS
28.35
54.47
17.18
26.35
NP
2.056
8.85
0
20.8
EMB/SUB GRADE
9000
74F4
11.09.15
17.09.15
46+000
RHS
27.63
54.71
17.66
24.37
NP
2.112
8.51
5.00
18.88
EMB/SUB GRADE
15000
107 F1
11.09.15
20.09.15
32+500
LHS
6.95
50.74
42.32
29.85
8.44
2.019
10.15
19.93
17.02
EMB/SUB GRADE
9000
110 F1
11.09.15
19.09.15
3+195
RHS
43.5
30.5
26
28.5
7.67
2.142
8.07
13.33
20.18
EMB/SUB GRADE
9000
28.08.15
05.09.15
12+560
LHS
171
REMARKS
B/A NO
LAB JOB NO.
DATE OF
DATE OF
SAMPLIN
LOCATIO SIDE
TESTING
G
N
OFFSET
FROM
PCL
(M)
SIEVE ANALYSIS
GRAVEL
%
SAND
%
SILT &
CLAY
%
LL
%
PI
%
MDD
gm/cc
OMC
%
FSI
%
CBR
%
SUITABLE FOR
APP. QTY
(M3)
110 F2
29.09.15
10.10.15
3+195
RHS
16.63
67.28
26
24.28
NP
2.118
8.33
1.5
19.17
EMB/SUB GRADE
9000
106 F3
7.10.15
13.10.15
47+040
RHS
31.16
54.82
14.02
24.2
NP
2.12
8.64
1
19.92
EMB/SUB GRADE
15000
113 F2
7.10.15
15.10.15
12+500
LHS
19.79
64.42
15.79
24.34
NP
2.099
8.48
0
19.8
EMB/SUB GRADE
24000
113 F3
19.10.15
26.10.15
12+500
LHS
22.73
61.38
15.9
24.33
NP
2.109
8.73
0
20.8
EMB/SUB GRADE
18000
115
14.10.15
19.10.15
44+140
LHS
26.89
49.15
23.96
23.38
8.39
1.98
8.9
15.7
15.38
EMB/SUB GRADE
12000
116
30.10.15
13.11.15
15+140
LHS
28.22
24.03
18.27
24.35
NP
2.09
8.07
0
19.9
EMB/SUB GRADE
9000
52 F4
24.11.15
30.11.15
19+940
LHS
30.09
54.99
14.59
24
NP
2.12
8.22
0
19.57
EMB/SUB GRADE
9000
100 F2
24.11.15
25.11.15
15+220
LHS
26.75
56.63
16.62
24.06
NP
2.1
8.2
1.7
19.6
EMB/SUB GRADE
15000
110 F3
16.11.15
17.11.15
3+195
RHS
19.53
64.73
15.72
23.98
NP
2.125
7.7
0
19.51
EMB/SUB GRADE
6000
117
30.10.15
9.11.15
19+700
LHS
24.09
59.72
16.15
23.7
NP
2.115
8.59
3
19.6
EMB/SUB GRADE
15000
117 F1
7.12.15
14.12.15
19+700
LHS
18.02
60.32
21.66
23.98
NP
2.11
8.22
1
19.5
EMB/SUB GRADE
15000
110 F4
18.12.15
24.12.15
3+195
RHS
11.7
71.62
16.7
24.33
NP
2.1
8.7
0.83
19.8
EMB/SUB GRADE
9000
116 F1
25.12.15
1.1.16
15+140
LHS
13.37
64.53
22.1
24.72
NP
2.075
8.7
2.8
19.18
EMB/SUB GRADE
15000
116 F2
9.01.16
18.01.16
15+140
LHS
28.06
54.85
17.09
24.49
NP
2.066
8.3
5
19.35
EMB/SUB GRADE
15000
117 F2
25.12.15
6.01.16
19+700
LHS
13.6
63.4
23
25.8
NP
2.072
8.6
2.05
19.79
EMB/SUB GRADE
30000
110 F5
9.01.16
16.01.16
3+195
RHS
29.97
53.85
16.18
24.36
NP
2.075
8.4
3.8
19.51
EMB/SUB GRADE
18000
115 f2
6.01.16
13.01.16
44+140
LHS
30.38
47.31
22.31
29.02
9.02
1.995
9.16
13.5
15.6
EMB/SUB GRADE
14850
172
REMARKS
CLIENT
CONCESSIONAIRE
EPC CONTRACTOR
SUMMARY OF BORROW AREA SOIL (SECTION - 2)
B/A
NO
LAB JOB NO.
DATE OF
SAMPLING
DATE OF
TESTING
LOCATION
SIDE
OFFSET
FROM
PCL (Mtr)
GSA
GRAVEL
SAND
SILT &
CLAY
LL
PI
MDD
(gm/cc)
OMC
(%)
FSI
( %)
CBR %
SUITABLE FOR
APPX QTY
(M3)
1
BRTPL/QC/SEC-2/B/A-01/1-12
13.10.13
21.10.13
56+400
RHS
1500
51.16
38.48 12.70
23.52
NP
1.878
10.33
10.18
10.25
EMB
18000
2
15.10.13
27.10.13
76+000
LHS
200
50.55
35.40 14.05
29.20
9.24
1.933
10.08
10.33
14.33
EMB/SUB GRADE
23625
3
20.10.13
3.11.13
52+820
RHS
2700
25.61
50.99 23.40
26.82
8.21
2.060
8.70
6.40
17.86
EMB/SUB GRADE
27000
4
28.10.13
9.11.13
75+250
LHS
150
34.13
48.14 17.73
26.28
NP
2.065
8.46
0.00
17.63
EMB/SUB GRADE
18000
5
1.11.13
13.11.13
71.700
LHS
200
35.95
45.40 18.65
27.05
8.22
2.027
10.65
6.71
15.67
EMB/SUB GRADE
9000
6
1.11.13
17.11.13
78+900
LHS
1500
43.73
44.07 12.93
27.03
NP
2.050
10.00
0.00
17.03
EMB/SUB GRADE
18000
7
19.11.13
25.11.13
75+000
RHS
2000
26.42
54.47 19.12
25.87
NP
1.998
8.58
0.00
15.56
EMB/SUB GRADE
9000
8
19.11.13
26.11.13
72+900
RHS
300
14.80
64.33 20.87
26.63
NP
2.076
8.50
0.00
17.33
EMB/SUB GRADE
9000
9
20.11.13
29.11.13
59+200
LHS
1100
20.68
55.61 23.71
25.25
NP
1.930
10.51
0.00
15.60
EMB/SUB GRADE
12000
10
21.11.13
30.11.13
80+500
RHS
800
44.14
47.61
26.16
NP
2.102
8.43
0.00
18.33
EMB/SUB GRADE
12000
11
22.11.13
1.12.13
200
0.00
77.06 22.94
23.76
NP
1.950
9.30
0.00
17.00
EMB/SUB GRADE
11988
12
25.11.13
3.12.13
61+000
RHS
800
32.30
49.15 18.55
26.36
6.01
2.098
8.39
3.58
17.80
EMB/SUB GRADE
11880
13
25.11.13
4.12.13
69+900
LHS
5000
38.90
39.58 20.52
25.25
NP
2.089
9.57
0.00
18.45
EMB/SUB GRADE
8970
14
8.12.13
17.12.13
80+500
LHS
1000
19.93
60.50 17.90
20.87
NP
1.988
9.56
0.00
18.23
EMB/SUB GRADE
8928
15
10.12.13
18.12.13
82+760
RHS
800
10.15
50.40 39.35
32.63 12.43
1.899
10.42
23.82
EMB
8967
16
10.12.13
19.12.13
83+900
LHS
200
8.98
50.20 40.82
33.20 12.32
1.963
10.90
15.43
EMB
8967
17
18
76+500
RHS
8.25
REMARKS
REJECT
13.12.13
17.12.13
69+450
RHS
150
24.08
56.37 19.55
173
24.31
NP
1.940
10.23
0.00
EMB
8921
.
B/A
NO
LAB JOB NO.
DATE OF
SAMPLING
DATE OF
TESTING
LOCATION
SIDE
OFFSET
FROM
PCL (Mtr)
GSA
GRAVEL
SAND
SILT &
CLAY
LL
PI
MDD
(gm/cc)
OMC
(%)
FSI
( %)
SUITABLE FOR
APPX QTY
(M3)
EMB
9000
EMB/SUB GRADE
17889
EMB
8910
CBR %
19
22.12.13
23.12.13
69+800
RHS
250
26.23
46.22 27.55
24.00
NP
2.011
9.18
0.00
20
28.12.13
20.1.14
54+320
LHS
2100
12.64
68.84 18.52
23.73
6.42
2.015
9.05
10.85
21
29.12.13
30.12.13
76+440
LHS
500
36.72
47.03 16.25
21.75
NP
2.040
10.23
0.00
22
31.12.13
9.01.14
59+200
LHS
500
23.45
63.13 13.42
21.08
NP
1.990
8.59
0.00
16.97
EMB/SUB GRADE
8976
8
31.12.13
9.01.14
72+900
RHS
300
8.93
69.80 21.27
25.30
6.59
2.063
9.25
11.74
17.00
EMB/SUB GRADE
14949
23
5.01.14
13.01.14
56+400
RHS
1500
21.65
62.03 16.32
26.10
6.01
2.010
9.95
12.57
15.60
EMB/SUB GRADE
8839
24
5.01.14
8.01.14
61+200
LHS
300
25.70
44.23 30.07
29.13
8.95
2.050
8.77
14.67
EMB
8880
25
7.01.14
9.01.14
65+500
RHS
300
19.12
69.16 11.72
27.77
7.99
2.008
11.09
12.30
EMB
9000
26
10.01.14
20.01.14
85+000
RHS
2000
12.93
63.57 23.50
26.68
7.36
2.065
8.81
9.75
EMB/SUB GRADE
9000
27
12.01.14
12.01.14
55+400
RHS
1900
16.93
59.15 23.92
24.60
8.69
2.017
9.51
10.34
EMB
9000
28
21.01.14
21.01.14
80+100
RHS
200
35.63
51.07 13.30
22.52
NP
2.030
7.87
0.00
EMB
8925
29
24.01.14
24.01.14
69+900
RHS
1100
8.63
66.89 24.48
30.80 10.72
1.956
11.12
23.86
EMB
9000
30
28.01.14
28.01.14
78+300
RHS
1200
13.21
68.81 17.98
24.23
5.94
2.048
7.64
6.74
EMB
12000
31
28.01.14
30.01.14
77+600
LHS
1000
37.57
41.65 20.78
24.73
7.25
2.049
9.83
10.82
21.58
EMB/SUB GRADE
9000
32
28.01.14
03.02.14
75+650
LHS
600
39.50
42.97 17.53
23.77
NP
2.027
7.98
0.00
17.67
EMB/SUB GRADE
9000
33
28.01.14
04.02.14
79+500
LHS
500
26.68
49.75 23.57
25.68
6.54
2.078
9.87
5.22
18.67
EMB/SUB GRADE
9000
34
28.01.14
04.02.14
84+500
RHS
3000
1.20
65.00 33.80
23.78
NP
2.032
8.71
0.00
EMB
9000
35
01.02.14
06.02.14
63+700
RHS
1200
9.17
60.58 30.25
28.07
8.05
1.952
10.60
11.61
EMB
9000
36
05.02.14
08.02.14
60+900
RHS
1400
22.65
60.67 16.68
25.32
7.84
1.950
8.88
11.13
14.40
EMB/SUB GRADE
9000
37
05.02.14
10.02.14
53+900
LHS
1000
15.87
63.06 21.07
25.62
8.82
2.021
8.82
9.34
16.07
EMB/SUB GRADE
9000
38A
BRTPL/QC/SEC-2/B/A-38A/297-302
07.02.14
11.02.14
65+150
LHS
1200
40.70
45.37 13.93
28.23
8.20
2.086
8.18
17.05
17.50
EMB/SUB GRADE
9000
38B
BRTPL/QC/SEC-2/B/A-38B/303-308
09.02.14
14.02.14
65+150
LHS
1200
26.77
49.92 23.32
31.88 10.83
2.075
8.31
13.77
18.47
EMB/SUB GRADE
9000
39
09.02.14
15.02.14
55+015
LHS
1000
1.85
66.47 31.68
28.18 10.32
2.089
8.98
11.18
EMB
9000
174
19.75
21.33
REMARKS
EXTEND
BORROW
AREA NO. 8
B/A
NO
LAB JOB NO.
DATE OF
SAMPLING
DATE OF
TESTING
LOCATION
SIDE
OFFSET
FROM
PCL (Mtr)
GSA
GRAVEL
SAND
SILT &
CLAY
LL
PI
MDD
(gm/cc)
OMC
(%)
FSI
( %)
CBR %
15.71
SUITABLE FOR
APPX QTY
(M3)
REMARKS
EMB/SUB GRADE
18000
EXTEND -1
BORROW
AREA NO. 31
31
12.02.14
12.02.14
77+600
LHS
1000
38.93
42.70 18.38
26.66
5.41
2.041
9.71
5.73
40
19.02.14
24.02.14
56+400
RHS
1000
22.45
52.58 24.97
28.92
9.69
2.012
9.73
9.04
EMB
9000
41
21.02.14
25.02.14
65+100
LHS
1200
11.05
53.07 35.88
29.40
9.87
1.906
10.84
8.12
EMB
9000
9
22.02.14
22.02.14
59+200
LHS
1100
8.72
60.05 31.23
28.43
8.09
1.995
9.54
9.28
EMB
9000
EXTEND -1
BORROW
AREA NO. 9
31
BRTPL/QC/SEC-2/B/A-31/343- 354
26.2.14
5.03.14
77+600
LHS
1000
18.45
63.19 28.36
26.21
7.94
2.041
9.03
8.08
EMB/SUB GRADE
18000
EXTEND -2
42
1.03.14
1.03.14
82+760
RHS
700
6.65
57.28 36.07
30.78 10.89
2.045
10.19
13.36
EMB
9000
43
18
3.03.14
7.03.14
69+450
RHS
250
21.21
46.75 32.04
28.97
44
5.03.14
18.03.14
52+800
RHS
1100
21.38
50.76 27.86
45
5.03.14
10.3.14
59+200
LHS
2000
7.86
46
5.03.14
11.03.14
72+600
LHS
700
12
6.3.14
14.03.14
61+000
RHS
47
9.03.14
19.03.14
65+150
15
16.03.14
20.03.14
31
16.03.14
48
45
16.31
>50%
9.10
2.048
9.18
22.95
28.22 11.09
2.043
9.34
19.21
62.20 29.94
30.16 10.38
2.074
9.57
3.90
62.32 33.78
28.00
8.75
2.088
600
18.31
64.75 16.94
25.48
6.80
LHS
6200
19.55
47.24 33.21
82+760
RHS
800
10.50
26.03.14
77+600
LHS
1000
23.03.14
29.03.14
78+900
LHS
30.03.14
06.04.14
59+200
49
02.04.14
4.04.14
50
05.04.14
51
BRTPL/QC/SEC-2/B/A-51/475 - 480
52
BRTPL/QC/SEC-2/B/A-52/481 - 486
REJECT
EMB
14918
14.72
EMB/SUB GRADE
15000
10.04
16.63
EMB/SUB GRADE
12000
9.42
10.34
14.92
EMB/SUB GRADE
9000
2.072
8.81
5.51
17.30
EMB/SUB GRADE
15000
30.44 11.33
2.035
9.64
17.53
10.96
EMB
12000
43.68 45.82
32.02 12.15
1.993
10.44
22.29
EMB
9000
Extension-1
B/A-15
26.78
51.99 21.13
25.48
2.84
2.045
8.47
3.06
16.28
EMB/SUB GRADE
23940
Extension-3
B/A-31
2100
32.15
39.77 28.08
27.26
5.75
2.029
8.20
5.51
10.60
EMB
14910
LHS
2000
6.19
70.61 23.20
27.94
9.71
2.078
9.21
9.56
17.55
EMB/SUB GRADE
14985
80+500
LHS
700
12.04.14
75+180
RHS
3500
06.04.14
9.04.14
83+705
RHS
3500
8.04.14
16.04.14
81.+300
LHS
3000
Extension-1
B/A-12
Extension-1
B/A-45
REJECT
13.43
58.43 28.13
26.63
7.99
2.102
8.70
13.80
16.67
EMB/SUB GRADE
8910
REJECT
0.60
69.37 30.03
175
26.93
9.38
2.060
9.60
11.91
11.08
EMB
9000
B/A
NO
LAB JOB NO.
DATE OF
SAMPLING
DATE OF
TESTING
LOCATION
SIDE
OFFSET
FROM
PCL (Mtr)
GSA
GRAVEL
SAND
SILT &
CLAY
LL
PI
MDD
(gm/cc)
OMC
(%)
FSI
( %)
CBR %
8.82
2.075
9.38
12.14
11.25
SUITABLE FOR
APPX QTY
(M3)
EMB
9000
EMB
9000
53
BRTPL/QC/SEC-2/B/A-53/487 - 492
9.04.14
17.04.14
84+500
RHS
3500
2.68
64.32 33.00
26.50
54
BRTPL/QC/SEC-2/B/A-54/493 - 498
20.04.14
22.04.14
68+500
LHS
2000
5.22
39.70 55.72
44.02 23.96
1.945
11.70
41.46
55
BRTPL/QC/SEC-2/B/A-55/499 - 504
20.04.14
30.04.14
69+500
RHS
3000
14.30
61.92 23.78
24.52
7.12
2.111
9.56
12.14
20.17
EMB/SUB GRADE
9000
31
BRTPL/QC/SEC-2/B/A-31/505 - 516
22.04.14
29.4.14
77+600
LHS
1000
32.94
44.08 22.98
25.39
7.62
2.060
8.78
11.31
17.83
EMB/SUB GRADE
18000
56
BRTPL/QC/SEC-2/B/A-56/517 - 522
01.05.14
07.05.14
82+700
RHS
1100
57
BRTPL/QC/SEC-2/B/A-57/523 - 528
06.05.14
11.05.14
69+900
LHS
6500
58
08.05.14
08.05.14
85+800
RHS
2000
59
10.05.14
16.05.14
62+450
LHS
1200
1.00
50.10 48.90
27.98 11.02
2.010
9.70
10.86
10.90
EMB
9000
60
15.05.14
21.05.14
81+400
RHS
2000
0.42
46.13 53.45
33.02 12.99
1.980
9.47
22.67
11.00
EMB
8850
53
20.05.14
21.05.14
84+500
RHS
3500
5.22
59.46 35.32
26.45
9.67
2.052
9.50
13.26
11.25
EMB
17775
62
BRTPL/QC/SEC-2/B/A62/565- 570
23.05.14
29.05.14
84+500
LHS
4500
29.72
59.13 11.15
25.48
6.30
2.084
7.91
10.40
20.33
EMB/SUB GRADE
9000
63
24.05.14
25.05.14
85+070
RHS
1000
59
02.06.14
10.06.14
62+450
LHS
1200
28.13
42.44 29.43
23.38
9.10
2.052
9.24
10.86
11.38
EMB
14940
64
4.06.14
09.06.14
75+960
LHS
600
40.08
42.57 17.35
26.22
7.10
2.152
8.35
11.21
22.67
EMB/SUB GRADE
9000
65
4.06.14
11.06.14
62+450
LHS
5500
42.98
31.72 25.30
27.63
7.59
2.068
9.69
10.09
18.17
EMB/SUB GRADE
8910
64
13.06.14
19.06.14
75+960
LHS
600
40.13
41.93 17.94
23.75
7.30
2.140
8.50
5.19
21.25
EMB/SUB GRADE
29970
53
BRTPL/QC/SEC-2/B/A-53/619 -638
14.06.14
23.06.14
84+500
RHS
3500
2.90
59.05 38.05
27.36
6.38
2.048
9.48
11.21
11.23
EMB
29925
12
17.06.14
25.06.14
61+000
RHS
1000
21.48
57.92 20.60
26.56
6.35
2.051
8.96
12.39
16.18
EMB/SUB GRADE
21000
57
24.06.14
04.07.14
69+900
LHS
6500
12.38
64.36 23.26
24.67
7.29
2.097
9.30
11.15
18.71
EMB/SUB GRADE
17894
66
28.06.14
05.07.14
78+900
LHS
700
29.18
63.94
20.20
NP
1.976
7.65
0.00
21.67
EMB/SUB GRADE
8967
64
01.07.14
08.07.14
75+960
LHS
600
36.55
44.71 18.74
24.40
3.36
2.130
8.60
4.97
20.75
EMB/SUB GRADE
30000
23
05.07.14
12.07.14
56+400
RHS
1500
26.99
55.94 17.07
26.26
5.77
2.001
9.81
11.52
15.63
EMB/SUB GRADE
23970
67
08.07.14
14.07.14
73+825
RHS
600
41.33
45.85 12.82
22.59
1.03
2.056
8.30
1.68
15.71
EMB/SUB GRADE
18000
57.00
22.95
49.05 28.00
24.62
7.50
2.100
9.57
11.79
21.33
EMB/SUB GRADE
9000
REJECT
63.74
176
Ext.4
REJECT
61.56
6.88
REMARKS
Ext.1
REJECT
Extension-1
B/A-59
Extension-1
B/A-64
Extension-2
B/A-53
Extension-2
B/A-12
Extension-1
B/A-57
Extension-2
B/A-64
Extension-1
B/A-23
B/A
NO
LAB JOB NO.
DATE OF
SAMPLING
DATE OF
TESTING
LOCATION
SIDE
OFFSET
FROM
PCL (Mtr)
GSA
GRAVEL
SAND
SILT &
CLAY
LL
PI
MDD
(gm/cc)
OMC
(%)
FSI
( %)
CBR %
SUITABLE FOR
APPX QTY
(M3)
13
11.07.14
18.07.14
69+900
LHS
5000
37.38
42.08 20.54
22.84
NP
2.093
9.54
0.00
19.12
EMB/SUB GRADE
17982
6
14.07.14
21.07.14
78+900
LHS
1500
43.29
43.52 13.19
24.58
2.76
2.079
9.41
4.30
17.79
EMB/SUB GRADE
17850
6
27.7.14
02.08.14
78+900
LHS
1500
38.02
44.55 17.43
22.31
5.97
2.085
9.36
11.50
17.75
EMB/SUB GRADE
23985
64
29.07.14
04.08.14
75+960
LHS
600
35.40
45.60 19.00
19.50
3.73
2.145
8.45
5.20
18.20
EMB/SUB GRADE
17928
6
3.09.14
9.09.14
78+900
LHS
1500
36.73
43.43 19.84
24.28
7.74
2.084
9.71
10.89
18.24
EMB/SUB GRADE
15000
72
24.09.14
30.09.14
46+000
RHS
300
14.45
62
23.55
24.01
6.54
2.034
9.61
10.93
10.93
EMB
11993
64
5.10.14
13.10.14
75+960
LHS
600
41.29
41.72
16.98
24.79
6.86
2.14
8.52
11.51
19.93
EMB/SUB GRADE
20981
69
07.10.14
14.10.14
78+900
LHS
2000
50.16
34.44
15.4
25.51
7.06
2.155
8.35
8.84
22.25
EMB/SUB GRADE
11925
22
22.10.14
28.10.14
59+220
LHS
500
21
63.65
15.35
24.02
NP
2.012
10.29
0.00
10.5
EMB
11987
20
28.10.14
31.10.14
54+320
LHS
2100
32.64
31.03
16.33
22.81
1.98
2.025
9.23
3.51
19.9
EMB/SUB GRADE
14949
8
06.11.14
12.11.14
72+900
RHS
300
18.28
64.27
17.45
23.03
3
2.08
9.64
11.82
16.63
EMB/SUB GRADE
23940
69
09.11.14
16.11.14
78+900
LHS
2000
28.17
53.49
18.34
24.8
4.78
2.099
8.9
11.74
21.17
EMB/SUB GRADE
17982
12
15.11.14
22.11.14
61+000
RHS
900
23.63
51.29
25.08
26.35
6.33
2.049
9.51
15.93
14.96
EMB/SUB GRADE
17952
64
17.11.14
25.11.14
75+960
LHS
600
42.53
40.93
16.54
24.85
4.85
2.125
8.6
10.93
19.15
EMB/SUB GRADE
14949
5
05.12.14
12.12.14
71+700
LHS
200
34.36
48.29
17.36
24.83
4.27
2.05
8.73
7.42
22
EMB/SUB GRADE
23985
12
9.12.14
15.12.14
61+000
RHS
900
22.88
51.11
19.01
24.94
8.00
2.038
9.48
8.63
15
EMB/SUB GRADE
17850
69
10.12.14
20.12.14
78+900
LHS
2000
45.49
37.26
17.25
24.34
3.79
2.128
8.76
6.42
21.07
EMB/SUB GRADE
20976
70
10.12.14
17.12.14
69+900
RHS
350
26.9
50.96
22.14
25.17
4.68
2.102
8.48
7.68
18
EMB/SUB GRADE
17955
71
11.12.14
18.12.14
69+500
RHS
3000
0
91.62
8.38
19.68
NP
2.071
9.38
0
RE WALL FILLING
8939
72
14.12.14
22.12.14
59+200
LHS
1500
33.489
39.73
26.78
25.6
4.61
2.034
9.44
17.21
EMB
8970
23
26.12.14
3.01.15
56+400
RHS
1500
32.91
50.22
16.87
23.65
2.81
2.056
9.4
4.85
16.25
EMB/SUB GRADE
17958
73
27.12.14
01.01.15
84+500
RHS
4000
2.42
53.47
44.12
30.05
10.02
2.042
10.44
11.98
10.67
EMB
8950
20
31.12.14
7.01.15
54+320
LHS
2100
29.22
55.33
15.45
23.93
2.96
2.005
9.36
4.69
19.03
EMB/SUB GRADE
17952
70
2.01.15
9.01.15
69+900
RHS
350
27.87
50.06
22.06
23.49
2.48
2.109
8.56
4.11
19.93
EMB/SUB GRADE
20981
177
REMARKS
Extension-1
B/A-13
Extension-1
B/A-06
Extension-2
B/A-06
Extension-3
B/A-64
Extension-3
B/A-6
Extension-4
B/A-64
Extension-1
B/A-22
Extension-1
B/A-20
Extension-2
B/A-8
Extension-1
B/A-69
Extension-3
B/A-12
Extension-5
B/A-64
Extension1B/A-5
Extension-4
B/A-12
Extension-2
B/A-69
Extension-2
B/A-23
Extension-2
B/A-20
Extension-1
B/A-70
B/A
NO
LAB JOB NO.
DATE OF
SAMPLING
DATE OF
TESTING
LOCATION
SIDE
OFFSET
FROM
PCL (Mtr)
GSA
GRAVEL
SAND
SILT &
CLAY
LL
PI
MDD
(gm/cc)
OMC
(%)
FSI
( %)
SUITABLE FOR
APPX QTY
(M3)
RE WALL FILLING
23994
CBR %
71
6.01.15
12.01.15
69+500
RHS
3000
0.73
90.81
8.47
20.24
NP
2.047
9.64
0
69
BRTPL/QC/SEC-2/B/A-69/1011-1022
7.01.15
15.01.15
78+900
LHS
2000
42.92
39.57
17.51
24.01
3.47
2.121
8.8
5.59
20.67
EMB/SUB GRADE
17982
10
BRTPL/QC/SEC-2/B/A-10/1023-1036
13.01.15
21.01.15
80+500
RHS
800
39.08
51.91
9.01
21.29
NP
2.114
8.34
0
18.57
EMB/SUB GRADE
20975
23
BRTPL/QC/SEC-2/B/A-23/1037-1050
18.01.15
25.01.15
56+400
RHS
1500
27.95
53.7
18.34
24.51
3.26
2.01
9.54
6.45
15.43
EMB/SUB GRADE
20910
BC1
BRTPL/QC/SEC-2/BC1/31-44
6.1.15
14.01.15
45+000
RHS
6000
6.78
85.19
8.03
17.79
NP
2.16
9.25
0
RE WALL FILLING
12000
70
BRTPL/QC/SEC-2/BA-70/1051-1066
25.01.15
02.02.15
69+900
RHS
350
31.31
48.37
20.32
23.89
3.87
2.115
8.46
6.41
20.06
EMB/SUB GRADE
23940
74
30.01.15
04.02.15
52+840
RHS
6000
32.57
47.3
20.13
25.02
4.86
2.117
9.38
8.82
11.8
EMB
8939
75
31.01.15
07.02.15
84+300
RHS
600
2.05
59.75
38.2
30.07
10.06
2.048
10.38
11.57
11.06
EMB
8970
76
10.02.15
15.02.15
68+300
RHS
1500
17.33
50.77
31.9
31.62
11.62
2.087
10.3
18.52
10.9
EMB
8978
20
12.02.15
18.02.15
54+320
LHS
2100
31.4
52.77
15.83
23.18
2.35
2.029
9.03
3.74
18.5
EMB/SUB GRADE
17955
23
21.02.15
27.02.15
56+400
RHS
1500
26.92
44.41
18.67
25.35
4.4
2.007
9.9
7.59
15.75
EMB/SUB GRADE
17990
70
24.02.15
2.3.15
69+900
RHS
350
31.84
48.37
19.79
23.6
3.46
2.112
8.52
5.64
19.94
EMB/SUB GRADE
23994
71
26.02.15
27.02.15
69+500
RHS
3000
0
91.55
8.45
19.91
NP
2.03
9.75
0
RE WALL FILLING
14949
64
2.3.15
8.03.15
75+960
LHS
600
43.99
39.85
16.16
20.05
2.26
2.136
8.48
3.84
18.88
EMB/SUB GRADE
17999
77
4.03.15
9.03.15
52+840
LHS
10000
42.23
44.65
13.25
24.45
4.6
2.141
7.75
7.81
24
EMB/SUB GRADE
8978
20
12.03.15
18.03.15
54+320
LHS
2100
30.45
52.12
17.43
22.32
2.62
2.02
9.39
2.66
18.17
EMB/SUB GRADE
9000
45
12.03.15
20.03.15
59+200
LHS
2000
9.88
65.03
25.09
27.29
7.34
2.095
9.49
7.76
17.5
EMB/SUB GRADE
17955
70
27.03.15
02.04.15
69+900
RHS
350
32.62
47.24
20.14
23.14
2.84
2.115
8.43
4.54
20.6
EMB/SUB GRADE
14949
23
28.03.15
03.04.15
56+400
RHS
1500
27.76
53.98
18.26
24.99
4.03
2.013
9.66
6.5
15.88
EMB/SUB GRADE
11970
73
28.03.15
05.04.15
84+500
RHS
4000
2.69
54.43
42.88
30.04
10.05
2.033
10.54
12.05
10.58
EMB
14985
78
8.04.15
13.04.15
68+300
RHS
1500
17.25
68.05
14.7
18.68
NP
2.124
9.11
0
24
EMB/SUB GRADE
11970
10
11.04.15
17.04.15
80+500
RHS
800
41.67
49.45
8.88
20.66
NP
2.11
8.33
0
18.46
EMB/SUB GRADE
17982
73
01.02.15
07.05.15
84+500
RHS
4000
2.71
56.69
40.6
29.98
9.97
2.022
10.56
12.77
10.88
EMB
17958
79
09.05.15
14.05.15
52+900
RHS
1500
17.48
46.72
35.8
32.35
12.33
2.136
9.86
26.06
10.4
EMB
8961
178
REMARKS
Extension-1
B/A-71
Extension-3
B/A-69
Extension-1
B/A-10
Extension-3
B/A-23
Extension-2
B/A-70
Extension-3
B/A-20
Extension-4
B/A-23
Extension-3
B/A-70
Extension2B/A-71
Extension-6
B/A-64
Extension-4
B/A-20
Extension-2
B/A-45
Extension-4
B/A-70
Extension-5
B/A-23
Extension-1
B/A-73
Extension-2
B/A-10
Extension-2
B/A-73
B/A
NO
LAB JOB NO.
DATE OF
SAMPLING
DATE OF
TESTING
LOCATION
SIDE
OFFSET
FROM
PCL (Mtr)
GSA
GRAVEL
SAND
SILT &
CLAY
LL
PI
MDD
(gm/cc)
OMC
(%)
FSI
( %)
CBR %
SUITABLE FOR
APPX QTY
(M3)
20
18.05.15
24.05.15
54+320
LHS
2100
30.82
53.5
15.68
23.61
2.84
2.03
9.22
4.41
18.15
EMB/SUB GRADE
14985
64
19.05.15
31.05.15
75+960
LHS
600
42.93
40.42
16.65
22.98
2.28
2.142
8.35
3.81
20.29
EMB/SUB GRADE
17982
80
19.05.15
21.05.15
57+600
LHS
3000
18.16
78.47
3.37
18.47
NP
2.095
9.73
0
73
01.06.15
07.06.15
84+500
RHS
4000
3.23
56.94
39.83
29.65
9.65
2.026
10.5
12.43
10.85
EMB
17931
10
03.06.15
09.06.15
80+500
RHS
800
42.83
48.72
8.45
19.89
NP
2.115
8.28
0
19.25
EMB/SUB GRADE
17955
80
05.06.15
11.06.15
57+600
LHS
3000
22.66
74.11
3.23
18.36
NP
2.078
9.33
0
RE WALL FILLING
14940
14
16.06.15
22.06.15
80+500
LHS
1000
24.41
55.79
19.8
21.41
2.04
2.039
8.64
2.87
18.75
EMB/SUB GRADE
17928
78
24.06.15
30.06.15
68.3
RHS
1500
19.67
65.46
14.87
18.64
NP
2.11
9.05
0
22.65
EMB/SUB GRADE
14940
45
02.07.15
08.07.15
59+200
LHS
2000
11.14
64.85
24.01
26.04
5.56
2.084
9.27
5.75
17.1
EMB/SUB GRADE
14931
80
08.07.15
14.07.15
57+600
LHS
3000
22.72
73.46
3.82
18.62
NP
2.081
9.25
0
RE WALL FILLING
17940
81
24.07.15
30.07.15
77+600
LHS
4000
41.35
41.2
17.45
23.42
2.01
2.105
8.6
3.66
EMB/SUB GRADE
8939
82
06.08.15
11.08.15
44+000
LHS
800
20.85
60.65
18.5
22.77
2.02
2.019
9.93
3.56
EMB
8993
20
12.08.15
18.08.15
54+320
LHS
2100
29.01
52.84
18.14
23.07
2.57
2.022
9.18
3.63
18.19
EMB/SUB GRADE
23961
23
24.08.15
29.08.15
56+400
RHS
1500
25.75
56.28
17.98
24.81
3.77
2.017
9.52
6.62
16.25
EMB/SUB GRADE
11936
81
BRTPL/QC/SEC-2/BA-81 /1379-1390
7.09.15
13.09.15
77+600
LHS
4000
40.53
43.84
15.63
23.12
2.03
2.1
8.71
3.36
19.08
EMB/SUB GRADE
17958
20
BRTPL/QC/SEC-2/BA-20/1391 -1400
26.9.15
2.10.15
54+320
LHS
2100
27.75
55.25
17
23.32
2.16
2.026
9.08
3.36
17.45
EMB/SUB GRADE
14985
81
BRTPL/QC/SEC-2/BA-81/1401 -1410
27.10.15
04.11.15
77+600
LHS
4000
38.74
45.45
15.81
22.86
1.86
2.107
8.68
3.38
19.35
EMB/SUB GRADE
14949
69
BRTPL/QC/SEC-2/BA-69/1411 -1420
19.11.15
25.11.15
78+900
LHS
2000
40.69
41.85
17.46
23.25
2.56
2.116
8.84
4.5
20.1
EMB/SUB GRADE
14910
BRTPL/QC/SEC-2/STONE DUST-/45-54
2.11.15
03.11.15
SIMORI
LHS
7000
0.9
90.41
8.59
19.45
NP
2.114
8.49
0
81
BRTPL/QC/SEC-2/BA-81/1421 -1430
18.12.15
24.12.15
77+600
LHS
4000
40.27
44.45
15.28
23.48
2.6
2.11
8.64
4.5
19.8
EMB/SUB GRADE
14892
45
BRTPL/QC/SEC-2/BA-45/1431 -1442
14.01.16
20.1.16
59+200
LHS
2000
11.92
66.84
21.24
25.97
4.32
2.093
9.15
2.68
17.25
EMB/SUB GRADE
17982
179
9000
21.17
14976
REMARKS
Extension-5
B/A-20
Extension-7
B/A-64
RE WALL
BACKFILL
Extension-3
B/A-73
Extension-3
B/A-10
Extension-1
B/A-80
Extension-1
B/A-14
Extension-1
B/A-78
Extension-3
B/A-45
Extension-2
B/A-80
Extension-6
B/A-20
Extension-6
B/A-23
Extension1B/A-81
Extension-07
B/A-20
Extension02B/A-81
Extension04B/A-69
RE WALL
BACKFILL
Extension03B/A-81
Extension04B/A-45
ANNEXURE - Q
PROGRESS PHOTOGRAPHS
180
Completed view of Major Junction @ Ch. 70+022 LHS
181
Completed view of Project highway @ Ch. 66+700
182
Completed view of Project Highway at Karoi Bypass @ Ch. 68+000
183
Completed view of Minor Bridge @ Ch. 61+015
184
Erection of Composite Girder at ROB @ Ch. 20+340
185
186
187
188
Transporting of Composite Girder for erection at ROB @ Ch.
20+340
189
Transporting of Composite Girder for erection at ROB @ Ch.
20+340
190
Completed view of Project Highway @ Ch. 62+000
191
Environmental Audit
192

Document 985890

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