Cholopuram -Thanjavur Highway Project (NH-45C)
Transcript of Cholopuram -Thanjavur Highway Project (NH-45C)
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
Table of Content
Table of Content .......................................................................................................... 02 List of Tables ................................................................................................................. 03 List of Figures ............................................................................................................... 03 Executive Summary ...................................................................................................... 04 Project Synopsis ........................................................................................................... 04 1. Background and Project Details ......................................................................... 09 1.1. Project Overview.......................................................................................... 09 1.2. Salient Project Features .............................................................................. 10 1.3. Contractual Project Milestones .................................................................. 11 1.4. Payment Milestones During Construction Period..................................... 11 1.5. Permits & Approvals..................................................................................... 12 2. Right of Way Status ........................................................................................... 13 2.1. Land Acquisition .......................................................................................... 13 2.2. Removal of Religious Structures................................................................. 16 2.3. Shifting of Utilities and Electrical HT/LT Lines ........................................... 16 2.4. Tree felling........................................................................................... 17 3. Progress Briefing – Contractor Activities ........................................................ 40 3.1. Pre-Construction Activities .......................................................................... 40 4. Physical Progress of Work ................................................................................ 41 4.1. Physical Progress of Work ............................................................................ 41 5. Financial & Physical Progress of Work.............................................................. 67 6. Quality Control and Quality Assurance ............................................................ 69 6.1. List of Lab Equipment’s ................................................................................. 69 6.2. Quality Control Test Summary ..................................................................... 73 7. Weather Report.................................................................................................... 79 8. Safety .................................................................................................................. 80 9. Support required from NHAI ............................................................................. 81 10. Important Events................................................................................................... 83 11. Organization Chart................................................................................................ 84 12. List of Plants, Machinery and Equipments.......................................................... 87 13 Change of Scope Proposals ................................................................................ 88 14 Details of Correspondences................................................................................ 89 15 Progress Photographs........................................................................................ 94
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Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
List of Tables Table 1.1: Details of Project Alignment 07 Table 2.1-1: Details of proposed ROW as per Schedule-A 13 Table 2.1-2: Status of Land Acquisition 13 Table 2.1-3: Compensation disbursement for land 14 Table 2.1-4: Compensation disbursement for Structures 14 Table 2.1-5: Details of Stretches under Hindrance 14 Table 2.1-6: Hindrance Photographs 19 Table 2.2-1: Status of Removal of Religious structures 16 Table 2.3-1: Status of sanction of Estimates - Relocation of RWS Pipe Line 16 Table 2.3-2: Status of sanction of Estimates- Electrical Lines Relocation 16 Table 2.3-3: Status of Utility Relocation 16 Table 2.4-1: Status of Tree Cutting 17 Table 3.1-1: Status of Design and Drawings -Highway 40 Table 3.1-2: Status of Design and Drawings - Structures 40 Table 4.1 : Physical Progress of Works 41 Table 4.2 : Strip Chart for Highway Works 45 Table 4.3 - 1 : Strip Chart for status of Box Culverts on Existing Road 58 Table 4.3 - 2 : Strip Chart for status of Box Culverts on Bypass 59 Table 4.3 - 3 : Strip Chart for status of MNB 60 Table 4.3 - 4 : Strip Chart for status of PUP 62 Table 4.3 - 5 : Strip Chart for status of MNB 63 Table 4.3 - 6 : Strip Chart for status of FLYOVER 64 Table 4.3 - 7 : Strip Chart for status of VUP 65 Table 4.3 - 8 : Strip Chart for status of ROB 66 Table 6.1 - 1 QA/QC Lab Equipment at Pateeswaram Lab 69 Table 6.2-1: Summary of Quality Control Tests 74 Table 10.1 : Details of Important Events 83 Table 12.1 - List of Plants, Machinery and Equipment's 87 Table 13.1 - Status of Change of Scope Proposals 88 Table 14.1. - Concessionaire to NHAI 90 Table 14.2. - NHAI to Concessionaire 91 Table 14.3. - Concessionaire to Independent Engineer 92 Table 14.4. - Independent Engineer to Concessionaire 93 List of Figures
Figure 1 : Project Location Map 05 Figure 2 : Project Alignment Map 06 Figure 3a : Financial Progress - Planned vs Achieved 68 Figure 3b : Physical Progress - Planned vs Achieved 68 Figure 4 : Organization Chart - EPC Team 85 Figure 5 : Organization Chart - SPV Team 86
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Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
Executive Summary
The old National Highway (NH -36) runs through the state of Tamil Nadu. The project road is part of the 168 km long Vikravandi to Thanjavur section of the existing National Highway 36 (NH-36). Recently MORTH has amended the number and Length of the National Highways. The old NH 12 in the state of Tamil Nadu has become the part of the New National Highway 45C. It links Chennai with Thanjavur and is 418 km long. The Cholopuram to Thanjavur section of NH-45C is an important link to connect Metropolitan city of Chennai to religious and tourist places of Kumbakonam, Thanjavur, Tiruchirapalli. The project is also expected to provide improved connectivity to other religious places & other major cities like Thanjavur, Rameswaram, Madurai, Tiruchirappalli, etc.
Project Synopsis The Government of India had entrusted to the National Highway Authority of India (NHAI) the development, maintenance and management of National Highway No. 45C including the section from km 116.440 to Km 164.275 (approx. 47.835 Km). The Authority had resolved to augment for four Laning of Cholopuram - Thanjavur from Km 116.440 to Km 164.275 section of NH - 45C in the State of Tamilnadu under NHDP Phase-IV on “Hybrid Annuity” basis. The scope of work will broadly include rehabilitation, upgradation and widening of the existing carriageway to four - lane standards with construction of new pavement, rehabilitation of existing pavement, construction and/or rehabilitation of major and minor bridges, culverts, road intersections, interchanges, drains etc. Including those prescribed in the Concession Agreement and its Schedule and the operation and maintenance itself. The map of project road is given in Figures below. The details of habitations are given in table - 01.
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Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
Figure 1: Project Location Map
Table- 01: Details of Project Alignments
5
RO
B
Min
or B
ridg
e(M
B)
Maj
or B
ridg
e(M
JB)
30-0
9-20
18PC
THP/
NH
AI/
TN/0
01
Str
ip P
lan
- C
holo
pura
m t
o Th
anja
vur
Hig
hway
Pro
ject
Veh
icle
Und
er P
ass
(LVU
P/VU
P)LE
GEN
D:
Gra
de S
epar
ated
Str
uctu
re
STR
IP P
LAN
- C
HO
LAP
UR
AM
TO
TH
AN
JAV
UR
HIG
HW
AY
PR
OJE
CT
OF
NH
45 C
Sal
ient
Fea
ture
s of
Pro
ject
:
Sl
No
Des
crip
tion
Uni
tSco
pe
1. 2. 3. 4.
Tota
l Len
gth
of P
roje
ctLe
ngth
of
Wid
enin
g Po
rtio
nLe
ngth
of Byp
ass
Cul
vert
sBox
Cul
vert
Km
Nos
.
47.8
35
74
Sla
b Cul
vert
Sl
No
Des
crip
tion
Uni
t
6. 7. 8.
Min
or B
ridg
eM
ajor
Bridg
eVU
P/PU
PG
rade
Sep
arat
ed S
truc
ture
RO
B
Nos
.N
os.
Nos
.
Nos
.
29 59 06 06
Min
or I
nter
sect
ion
Sl
No
Des
crip
tion
Uni
t
11.
12.
13.
Bus
Bay
s an
d She
lters
Nos
.N
os.
Nos
.
22 20 05
Maj
or I
nter
sect
ion
Leng
th o
f se
rvic
e/Slip
Roa
d
Km
Km
Km
Nos
.12
Nos
.01
15.3
3532
.000
27.1
005.
9. 10.
Sco
peSco
pe
Des
ign
Cha
inag
e:
Exist
ing
Cha
inag
e:
117+600(112+160)
116+440(111+000)
120+000(114+700)
VUP@Km:126+100
VUP@Km:126+600
VUP@Km:128+700
VUP@Km:130+335
VUP@Km:131+500
MJB@ Km:131+963(Repairing)
MB @ 117+764 (N)
MB @ 118+217 (N)
MB @ 118+400 (N)
MB@118+480 (N)
MB@118+539 (N)
MB@118+919 (N)
MB@121+024(W)
MB@122+046 (W)
MB@126+134 (N)
GSI @ Km:117+600
GSI @ Km:120+000
GSI @Km:127+300
CH
OL
AP
UR
AM
BY
PA
SS
163+600(164+000)
164+275(164+615)
VUP@Km:156+446
MJB@ Km:156+559 (N)
MJB@ Km:161+019 (N)
MB@152+876 (N)
MB@153+263 (N)
MB@153+528 (N)
MB@153+939 (N)
MB@154+626 (N)
MB@154+739 (N)
MB@155+049 (N)
MB@156+014 (N)
MB@156+216 (N)
MB@156+336 (N)
MB@156+707 (N)
MB@157+458 (N)
MB@157+494 (N)
MB@158+128 (N)
MB@158+972 (N)
MB@159+076 (N)
MB@159+522 (N)
MB@159+723 (N)
MB@161+208 (N)
MB@162+595 (N)
MB@159+801 (N)
GSI @ Km:157+100
MATCH LINE A-A
134+000(128+740)
VUP@Km:136+282
VUP@Km:138+720
VUP@Km:139+440
VUP@Km:141+450
PUP@Km:147+917
PUP@Km:149+988
MJB@ Km:146+902(N)
MJB@ Km:148+017 (N)
MJB@ Km:149+334 (N)
MB@133+345 (W)
MB@134+320 (N)
MB@134+770 (N)
MB@136+705 (N)
MB@138+555 (N)
MB@138+901 (N)
MB@139+105 (N)
MB@139+453 (N)
MB@139+299 (N)
MB@140+605 (N)
MB@140+860 (N)
MB@141+164 (N)
MB@141+445 (N)
MB@141+727 (N)
MB@142+204 (N)
MB@142+657 (N)
MB@142+897 (N)
MB@143+115 (N)
MB@143+823 (N)
MB@144+000 (N)
MB@144+880 (N)
MB@146+639 (N)
MB@147+396 (N)
MB@148+580 (N)
MB@149+940 (N)
MB@149+997 (N)
120+000
ROB @ 134+345
GSI @ Km:134+000
GSI @ Km:145+140
PA
PP
AN
ASA
M B
YP
ASS
MATCH LINE A-A
PA
PP
AN
ASA
M B
YP
ASS
MATCH LINE B-B
MATCH LINE B-B
CH
EN
NA
IT
HA
NJA
VU
R
Toll
Plaz
a
Toll Plaza@Km:152+00
14.
Toll
Plaz
aN
os.
01
Start of CholopuramBypass
End of CholopuramBypass
Village Road
Village Road
Kumbakonam
Kum
bako
nam
Road
Bypas
s
DevanacheriNeelathanallur Road
Road
Thanjavur-Thiruvaiyaru(SH22)
Thiruvalanjuli
Road
Patteshwaram Road
Sundaraperumal
kovil
Papanasam Road
Papanasam Road
Saliyamangalam Road
Cho
lapu
ram
Byp
ass
Sl
No
Des
crip
tion
Uni
tQ
uant
ity
1. 2. 3. 4. 5.
Cul
vert
Min
or B
ridg
eM
ajor
Bridg
eVU
P/LV
UP
Gra
de S
epar
ator
Nos
.N
os.
Nos
.N
os.
Nos
.
Km
:117
+60
0 to
120
+00
0 06 - - 021
Papa
nasa
m B
ypas
s
Sl
No
Des
crip
tion
Uni
tQ
uant
ity
1. 2. 3. 4. 5.
Cul
vert
Min
or B
ridg
eM
ajor
Bridg
eVU
P/PU
P
Gra
de S
epar
ator
Nos
.N
os.
Nos
.N
os.
Nos
.
Km
:134
+00
0 to
163
+60
0 46 05 07 0345
Wid
enin
g of
Exi
stin
g Roa
d
Sl
No
Des
crip
tion
Uni
tQ
uant
ity
1. 2. 3. 4. 5.
Cul
vert
Min
or B
ridg
eM
ajor
Bridg
eVU
P/PU
P
Gra
de S
epar
ator
Nos
.N
os.
Nos
.N
os.
Nos
.
Km
:116
+44
0 to
117
+60
0 07 01 05 0157
Km
:120
+00
0 to
134
+00
0Km
:163
+60
0 to
164
+27
5
6.RO
BN
os.
01 Rec
onst
ruct
ion
of E
xist
ing
Roa
dByp
ass/
New
cons
truc
tion
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Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
Sr. no. Design Chainage (Km) Length
(Km) TCS Type Remarks
From To
1 116.440 117.200 0.760 Type-B (Fig 2.6 of the manual)
without service road Concentric widening
2 117.200 117.900 0.700 Figure 7.8- Grade separator and its
approaches with RE wall and both side 7.5 m wide Slip road
3 117.900 119.600 1.700 Type-A-3 (Fig 2.4 of the manual) Bypass
4 119.600 120.420 0.820 Figure 7.8- Grade separator and its
approaches with RE wall and both side 7.5 m wide Slip road
5 120.420 122.000 1.580 Type-B (Fig 2.6 of the manual)
without service road Concentric widening
6 122.000 125.300 3.300 Type-A-3 (Fig 2.4 of the manual) Eccentric widening
7 125.300 125.700 0.400 Type-B (Fig 2.6 of the manual)
without service road Concentric widening
8 125.700 127.700 2.000 Figure 7.8- Grade separator and its
approaches with RE wall and both side 7.5 m wide Slip road
9 127.700 128.300 0.600 Type-B (Fig 2.6 of the manual) without service road
Concentric widening
10 128.300 129.100 0.800 Figure 7.8- Grade separator and its
approaches with RE wall and both side 7.5 m wide Slip road
11 129.100 129.970 0.870 Type-B (Fig 2.6 of the manual)
without service road Concentric widening
12 129.970 130.700 0.730 Figure 7.8- Grade separator and its
approaches with RE wall and both side 7.5 m wide Slip road
13 130.700 131.050 0.350 Type-B (Fig 2.6 of the manual)
without service road Concentric widening
14 131.050 131.850 0.800 Figure 7.8- Grade separator and its
approaches with RE wall and both side 7.5 m wide Slip road
15 131.850 132.100 0.250 Type-A-3 (Fig 2.4 of the manual) Eccentric widening
16 132.100 133.580 1.480 Type-B (Fig 2.6 of the manual)
without service road Concentric widening
17 133.580 134.800 1.220 Figure 7.8- Grade separator and its
approaches with RE wall and both side 7.5 m wide Slip road
18 134.800 136.000 1.200 Type-A-3 (Fig 2.4 of the manual) Bypass
19 136.000 136.600 0.600 Figure 7.8- Grade separator and its
approaches with RE wall and both side 7.5 m wide Slip road
20 136.600 138.500 1.900 Type-A-3 (Fig 2.4 of the manual) Bypass
21 138.500 139.750 1.250 Figure 7.8- Grade separator and its
approaches with RE wall and both side 7.5 m wide Slip road
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Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
Sr. no. Design Chainage (Km) Length
(Km) TCS Type Remarks
From To
22 139.750 141.100 1.350 Type-A-3 (Fig 2.4 of the manual)
Bypass
23 141.100 141.800 0.700 Figure 7.8- Grade separator and its
approaches with RE wall and both side 7.5 m wide Slip road
24 141.800 144.450 2.650 Type-A-3 (Fig 2.4 of the manual) Bypass
25 144.450 145.580 1.130 Figure 7.8- Grade separator and its
approaches with RE wall and both side 7.5 m wide Slip road
26 145.580 147.600 2.020 Type-A-3 (Fig 2.4 of the manual) Bypass
27 147.600 148.320 0.720 Figure 7.8- Grade separator and its
approaches with RE wall and both side 7.5 m wide Slip road
28 148.320 149.720 1.400 Type-A-3 (Fig 2.4 of the manual) Bypass
29 149.720 150.450 0.730 Figure 7.8- Grade separator and its
approaches with RE wall and both side 7.5 m wide Slip road
30 150.450 152.700 2.250 Type-A-3 (Fig 2.4 of the manual) Bypass
31 152.700 153.300 0.600 Toll Plaza
32 153.300 156.000 2.700 Type-A-3 (Fig 2.4 of the manual) Bypass
33 156.000 157.350 1.350 Figure 7.8- Grade separator and its
approaches with RE wall and both side 7.5 m wide Slip road
34 157.350 164.275 6.925 Type-A-3 (Fig 2.4 of the manual) Bypass
Total Length 47.835
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Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
1. Background and Project Details
1.1. Project Overview
Name of Work
Four Laning of Cholopuram-Thanjavur from km. 116.440 to Km.164.275 of NH-45C under NHDP-IV on Hybrid Annuity Mode Basis
Name of Employer
National Highways Authority of India (NHAI) G-5 & 6, Sector-10, Dwarka, New Delhi -110075
Name of Concessionaire
Patel Cholopuram-Thanjavur Highway Pvt Ltd, Patel House, Beside Prakruti Resorts, Chanani Road, Vadodara. Gujarat– 391740 Tel: +91-265 277 6678 Fax: +91-265 277 7878
Independent Engineer
M/s. Theme Engineering Services Pvt. Ltd, 8, Thomaiyammal Nagar, 6th Street, R.S College (Post), Thanjavur-613005.
EPC Contractor
M/s. Patel Infrastructure Limited, Patel House, Beside Prakruti Resorts, Chanani Road,Vadodara Gujarat– 391740, Tel: +91-265 277 6678 Fax: +91-265 277 7878
Design Consultant CTL Global Services Pvt. Ltd. 101, IST Floor, Krishna Chambers, HAL, Airport Road, Bangalore-560017
Senior Lender Punjab National Bank, Large Corporate Branch, Neelkamal Building, Opp. Sales India, Ashram Road, Ahmedabad - 380009
Lenders Independent Engineers Sharul Techno-Financial Consultancy Services Pvt. Ltd., 403, Aspire Tower 5, Amanora Park Town, Hadapsar, Pune - 411028.
Length of Road (Design Length) 47.835 Kms.
Total Bid Cost Rs. 1345.60 Crores (as per concession agreement)
Date of Concession Agreement October 12, 2017
Concession Period 17 Years ( Construction Period 2 Years from Appointed date, Operation period 15 years from COD)
Appointed Date 06.09.2018
Construction Period 02 years from Appointed date
Completion Date 04.09.2020
Completion Date as per 1st IEOT 10.06.2021
Maintenance Period 15 years from COD
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Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
1.2. Salient Project Features
Besides the construction of new carriageways and widening and strengthening of existing carriageways, the following table summaries the major elements of the project construction:
4 - Lane Divided Carriage Way 47.835 Kms
Service Road/ Slip Road 27.100 Kms
Major Bridge 06 Nos.
Minor Bridge 56 Nos.
Grade Separate Intersection 06 Nos.
Vehicular Underpass 10 Nos.
Pedestrian Underpass 02 Nos.
Rail-road Bridges 01 Nos
Box Culverts 74 Nos.
Slab Culverts 29 Nos.
Major Intersections 20 Nos.
Minor Intersections 22 Nos.
Bus Bays 05 Nos.
Rest Area 01 Nos
Toll Plaza 01 Nos.
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Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
1.3. Contractual Project Milestones
Following is a listing of the Key Project Milestones:
Mile Stone Description Target Date
Revised Target date as per
recommended EOT
Mile Stone-I
Concessionaire shall expended not less than 20 % of the Total capital cost and shall have commenced construction of the project and achieved 20% of physical progress on 214th day from the Appointed Date.
07th April 2019
11th January 2019
Mile Stone-II
Concessionaire shall expended not less than 35% of the Total capital cost and shall have commenced construction of the project and achieved 35% of physical progress on 334th day from the Appointed Date
05th August 2019 10th May 2020
Mile Stone-III
Concessionaire shall expended not less than 75 % of the Total capital cost and shall have commenced construction of the project and achieved 75% of physical progress on 584th day from the Appointed Date
11th April 2020
15th January 2021
Scheduled Completion
Concessionaire shall have completed Project on 730th day from the Appointed Date
04th September
2020
10th June 2021
1.4. Payment milestone during Construction Period
Payment Milestone Eligibility Criteria Payment Amount (Rs.)
Milestone-I On Achievement of 10% of Physical Progress 107.65 Crs.
Milestone-II On Achievement of 30% of Physical Progress 107.65 Crs.
Milestone-III On Achievement of 50% of Physical Progress 107.65 Crs.
Milestone-IV On Achievement of 75% of Physical Progress 107.65 Crs.
Milestone-V On Achievement of 90% of Physical Progress 107.65 Crs.
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Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
1.5. Permits & Approvals
Sr. No. Details Authority Current Status Remarks
1 Extraction of
Boulders from Quarries
Dist. Mining Officer Obtained PIL (EPC Contractor) have
engaged Agate Infra Engineering for supply of boulders that is having a valid license for extraction of boulders and other required permission for the quarry at Kalpadi Village, Perambalur District.
2 Installation of Crusher
Village Panchayat Head Obtained
3 -----D O------ Pollution Control Board Obtained
4 Use of Explosives Dist. Collector Obtained
5 Labour License Labour Commissioner Obtained
6 Environmental Clearance NA
7 Trees Cutting Permission
Forest department through NHAI Obtained
Work in Progress ( Permission for removal of Teak
wood trees is awaited )
8 Electric Poles Shifting
Tamil Nadu Electricity Board Obtained Work in Progress
9 Water Pipes Shifting
Tamil Nadu Water Supply and
Drainage Board Obtained Work in Progress
10 Drawing Water
from river/ reservoir
- NA -
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Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
2. Right of Way Status
2.1. Land Acquisition
As per the Schedule – A of Concession Agreement, the Proposed Right of Way (ROW) is of 45 & 60 meters as per table below.
Table 2.1-1: Details of proposed ROW as per Schedule-A
Design Chainage (Km) Design Length (Km) Width (m) Remarks
(i) Full Right of Way (full width)
Stretch 116.440 to 117.600 1.160 30 Within 15 (Fifteen) days
from the date of Agreement.
Stretch 117.600 to 120.000 2.400 60
Stretch 120.000 to 134.000 14.000 30
Stretch 134.000 to 164.275 30.280 60 Total Length 47.835
,
Balance Right of way (width)
Design Chainage (Km)
Design Length (Km)
Width (m)
Within 90 (Ninety) days of the
Appointed date
Stretch 116.440 to 117.600 1.160 30
Stretch 120.000 to 120.340 0.34 20 Stretch 124.700 to 126.100 1.40 20 Stretch 126. 700 to 127 .655 0.95 20 Stretch 130.600 to 134.000 3.40 20
Total Length 7.250 Besides this, the Authority has to acquire additional land at Toll plaza location, Bus bays, turning radius at Major junctions.
Table 2.1-2: Status of Land Acquisition as per Site Condition
Sl. No. Description Unit Present Status Remarks
A ) Total Length of the Project Highway Km 47.835 i) Use of Existing Road Portion Km 15.835 ii) Proposed Bypass / Realignment portion Km 32.000
B ) Hindered Length i) LA Pending/Land under disputes Km 7.540
ii) Existing Buildings Km 2.480 iii) Pending for Disbursement of Payment Km 4.735 iv) Electrical Lines Km 3.610 v) Rural Water Supply lines Km 10.580
C ) Net Hindered Length (both Side) Km 7.975 D ) Total Project Length (both Side) Km 47.835 E ) % Hindered Length % 16.67%
There has been increase in the Hindered length due to Diversion not possible at RE Wall stretches as Land not yet made available. The details of land acquisition status and available hindrances are produced on a strip chart under section 04.
The status of compensation disbursed is as below: -
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Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
Table 2.1-3:Compensation disbursement for land
Sr. No.
Name of the District
Total No. of Land cases
Amount paid (in Nos.)
Balance to be Paid (in Nos.) Remarks
1 Thanjavur 1467 1074 393
Total in Nos. 1467 1074 393
Total in % 73.21% 26.79%
Table 2.1-4 - Compensation disbursement for Structures
Sr. No.
Name of the District
Total No. of structures
Amount paid (in Nos)
Balance to be Paid (in Nos) Remarks
1 Thanjavur 813 662 151
Total in Nos 813 662 151
Total in % 81.43% 18.57%
The details of Chainages under hindrance due to such balance compensation issues to their land owners, structure payment issues, standing crops, water pipe lines etc. are as below –
1) Details of Stretches Under Hindrance (BHS):-
Table 2.1-5 A- Details of Stretches Under Hindrance (BHS)
S. No
Chainage Length (km)
Net Affected Length (Km)
Side Remarks
From To
1 116.440 117.600 1.16 1.16 BHS Land not handed over by the Authority
2 117.600 117.732 0.13 0.13 BHS
Obstruction/Hindrance due to delay in Shifting of pipeline for existence and consequences effect of LA hindrance exists along the project highways.
3 117.732 117.754 0.02 0.02 BHS Encumbrance due to Delay in NOC from PWD/WRO, Govt of TN- Existing Ponds.
4 120.000 120.340 0.34 0.34 BHS
RE Wall Location - Diversion Issues. (i)Compensation not yet Paid for the Lands & Existing Buildings, (ii)NOC pending for existing pond on 120+200 to 120+242 to be cleared, (iii)Temples (Km 120+180) Compensation to be paid (iv)RHS -Temple (Km120+200) Compensation to be paid,
5 120.340 120.721 0.38 0.38 BHS
Obstruction/Hindrance due to delay in Shifting of pipeline for existence and consequences effect of hindrance exists along the project highways
6 124.880 125.370 0.49 0.49 BHS Compensation pending for huts & RCC & Tacked roof buildings on poramboke land.
14
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
7 125.370 125.450 0.08 0.08 BHS Compensation pending for huts & RCC & Tached roof buildings on poramboke land are pending.
8 125.580 125.750 0.17 0.17 BHS Compensation pending for huts & RCC & Tached roof buildings on poramboke land are pending.
9 127.000 127.200 0.20 0.20 BHS
(i) Compensation pending towards the land & existing buildings,(ii)NOC pending for Existing pond at Km 126+675 to Km 126 +772,iii)RHS-127+300 Anuj Tiles showroom to be removed, Temple (Km 126+870)compensation not yet paid (iv) Delay in payment of supervision charges Melakaveri - Chettimandapam section- paid on 22.11.2019
10 128.700 129.100 0.40 0.20 RHS
Obstruction/Hindrance due to delay in Shifting of pipeline for existence and consequences effect of hindrance exists along the project highways.
11 130.270 130.330 0.06 0.06 BHS Compensation pending for Existing Buildings, Poramboke houses.
12 131.850 133.610 1.76 1.76 BHS
RE Wall Location- Diversion Issues Compensation not yet paid for land & Structures, Poramboke houses (5 Buildings), Temple (Km 133+180) Compensation yet to be paid,
13 133.610 134.000 0.39 0.39 BHS
RE Wall Location-Diversion Issues (i) Compensation Not yet paid for Land & Structures, (iii) RHS-NOC pending for Existing pond at Km 133+756 to Km 133+814
14 138.200 138.600 0.40 0.40 BHS Land on dispute -Court Issue (Mr.Dharmalingam & Mr.Shanmugam)
15 138.600 139.070 0.47 0.47 BHS
RE Wall Location - Payment issues, compensation pending. Land on dispute -Court Case- Mr.Dharmalinga, Mr.Rajini , Mr.Nagaraj),
16 146.550 147.000 0.45 0.45 BHS Obstruction of exiting irrigation canal needs to be relocated.
17 147.850 148.100 0.25 0.25 BHS Obstruction of exiting irrigation canal needs to be relocated.
18 154.400 154.900 0.50 0.50 BHS
(I)Obstruction of exiting irrigation canal needs to be relocated. (II)All the landowners in the Vaiyacheri village has requested for revaluation and the award of the same was passed, and the payment to be cleared.
19 156.200 156.500 0.30 0.30 BHS Hindrance due to teak wood trees.
20 161.000 161.220 0.22 0.22 BHS LA issues - Owner name Ms Tamil selvei - Under litigation with Court.
Total Hindered Length BHS (Km) 7.975
15
FRO
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19
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22
11
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10
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25
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29
11
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79
51
16
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RH
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30
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33
11
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34
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16
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35
11
6+
82
51
16
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50
25
LHS
Manam
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36
11
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82
51
16
+8
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15
RH
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53
/10
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2N
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37
11
6+
86
01
16
+8
80
20
LHS
Manam
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PRIM
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9/B
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38
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16
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/19
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2N
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39
11
6+
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+8
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10
LHS
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11
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16
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95
10
RH
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/15
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41
11
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89
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42
11
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89
51
16
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05
10
RH
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43
11
6+
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+9
10
10
LHS
Manam
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T, R
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, TI
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Not Paid
2N
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44
11
6+
90
51
16
+9
15
10
RH
SM
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27
Not Paid
2N
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EN
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45
11
6+
91
01
16
+9
20
10
LHS
Manam
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30
/1N
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2N
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46
11
6+
92
01
16
+9
25
5LH
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1BA
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30
/1A
,13
0
/1B
Not Paid
2N
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ID
47
11
6+
92
01
16
+9
30
10
RH
SM
anam
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C1
11
7/5
C1
BPaid
PA
ID U
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D
48
11
6+
92
51
16
+9
40
15
LHS
Manam
badi
RC
C1
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DO
SS1
30
/1A
1,
13
0/1
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Not Paid
2N
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T U
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ID
49
11
6+
93
51
16
+9
40
5RH
SM
anam
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UN
KN
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N S
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50
11
6+
94
01
16
+9
55
15
LHS
Manam
badi
TILE
D H
OU
SE1
PRA
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SAM
13
0/1
Not Paid
2N
D P
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T U
NPA
ID
51
11
6+
94
01
16
+9
55
15
RH
SM
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RC
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SIN
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S/O
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NM
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10
4/1
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27
/10
A1
Paid
PA
ID U
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52
11
6+
95
51
16
+9
60
5LH
SM
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30
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53
11
6+
95
51
16
+9
65
10
RH
SM
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53
/11
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27
/9B2
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54
11
7+
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51
17
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10
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1/1
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55
11
7+
01
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17
+0
20
10
LHS
Manam
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12
1/1
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56
11
7+
02
01
17
+0
25
5LH
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12
1/1
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Not Paid
2N
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57
11
7+
02
01
17
+0
80
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31
27
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D2
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12
7/1
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1Paid
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58
11
7+
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51
17
+0
30
5LH
SM
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badi
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JAPPA
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21
/12
A2
Not Paid
2N
D P
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59
11
7+
03
51
17
+0
45
10
LHS
Manam
badi
TILE
D H
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GN
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12
1/1
0N
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DO
CU
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60
11
7+
04
51
17
+0
55
10
LHS
Manam
badi
GI SH
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1BH
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ASA
MY
12
1/1
2Paid
PA
ID
61
11
7+
04
51
17
+0
55
10
LHS
Manam
badi
LAN
D1
BH
AKIY
ASA
MY
12
1/1
2N
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UN
PA
ID
62
11
7+
06
01
17
+0
70
10
LHS
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15
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86
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87
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18
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EN
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am
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e o
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ey
No
88
12
0+
09
01
20
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10
LHS
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89
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LHS
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Typ
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92
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16
RH
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97
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98
12
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20
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10
RH
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99
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51
20
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10
01
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31
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51
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10
41
20
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61
6RH
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51
20
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32
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71
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81
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52
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32
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10
91
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RH
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11
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11
21
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80
62
RH
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Not Paid
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11
31
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41
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LHS
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48
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FRO
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Length
SID
EN
am
e o
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Typ
e o
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uct
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am
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11
51
20
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60
12
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60
04
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11
61
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48
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11
71
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68
01
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11
81
20
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85
12
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69
51
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48
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ot Paid
11
91
20
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85
12
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71
02
5LH
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86
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Paid
12
11
20
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80
12
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88
55
LHS
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Paid
MPR A
PRIL
20
20
24
FRO
MTO
CH
AIN
AG
ES.N
oEffect
ed
Length
SID
EN
am
e o
f th
e V
illage
Typ
e o
f H
indra
nce
sTo
tal N
o o
f
Str
uct
ure
sN
am
e o
f th
e O
wner
Paym
ent Sta
tus
Typ
e o
f Is
sue
Pho
tos
Surv
ey
No
12
21
20
+9
95
12
1+
00
05
LHS
Kovi
lach
eri
HU
T2
SELV
I, S
USE
ELA
Paid
Under
Notic
e Per
iod
12
31
21
+2
20
12
1+
24
02
0LH
SKovi
lach
eri
TEA
SH
OP &
HO
TEL
1LA
RA
NC
E M
ARRIE
Paid
12
41
21
+2
60
12
1+
29
03
0LH
SKovi
lach
eri
FEN
CIN
G &
LA
ND
1Paid
12
51
21
+2
60
12
1+
26
55
LHS
Kovi
lach
eri
BU
SSTO
P1
Paid
12
61
21
+5
60
12
1+
57
01
0LH
SKovi
lach
eri
FEN
CIN
G W
ITH
EM
PTY
LA
ND
1VIJ
AYA
Not Paid
12
71
21
+5
75
12
1+
58
51
0LH
SKovi
lach
eri
SHO
PS-
2 N
OS(
SARU
BA
LA
IND
UST
RIE
S,BA
BU
AU
TO
WO
RK S
HO
P)
2SU
BA
RA
MA
NI
Paid
MPR A
PRIL
20
20
25
FRO
MTO
CH
AIN
AG
ES.N
oEffect
ed
Length
SID
EN
am
e o
f th
e V
illage
Typ
e o
f H
indra
nce
sTo
tal N
o o
f
Str
uct
ure
sN
am
e o
f th
e O
wner
Paym
ent Sta
tus
Typ
e o
f Is
sue
Pho
tos
Surv
ey
No
12
81
21
+5
90
12
1+
60
01
0LH
SKovi
lach
eri
GI SH
EET
HO
USE
1KA
RU
PA
IYA
NPaid
12
91
21
+5
90
12
1+
60
01
0LH
SKovi
lach
eri
HU
T1
PA
DM
AN
ABA
NPaid
13
01
21
+6
15
12
1+
65
54
0LH
SKovi
lach
eri
DH
RO
UPA
THIA
MM
AN
TEM
PLE
1M
AN
OH
ARA
NPaid
Paid
to C
ALA
- C
om
mitt
ee
not fo
rmed
by
the
conce
rns
13
11
21
+6
70
12
1+
69
02
0LH
SKovi
lach
eri
SHO
P-5
NO
S W
ITH
SUN
SHA
DE
1RA
MA
KRIS
HN
AN
Paid
13
21
22
+0
80
12
2+
10
02
0RH
SBagava
thapura
mBIG
BA
NIY
AN
TREE W
ITH
VA
NA
KA
LIA
MM
AN
TEM
PLE
1M
AN
OH
ARA
NN
ot Paid
13
31
24
+3
20
12
4+
32
55
RH
SKora
nattu
karu
pur-
IEIC
HER H
OLD
ING
1PLA
GRO
UP O
F
CO
MPA
INIE
SPaid
13
41
25
+0
50
12
5+
09
04
0RH
SKora
nattu
karu
pur-
ITO
YA
TO Y
ARD
1N
ot Paid
2N
D P
AYM
EN
T N
OT
PA
ID
13
51
24
+9
00
12
5+
00
01
00
LHS
Kora
nattu
karu
pur-
IFEN
CIN
G1
SRIN
IVA
SAN
Paid
MPR A
PRIL
20
20
26
FRO
MTO
CH
AIN
AG
ES.N
oEffect
ed
Length
SID
EN
am
e o
f th
e V
illage
Typ
e o
f H
indra
nce
sTo
tal N
o o
f
Str
uct
ure
sN
am
e o
f th
e O
wner
Paym
ent Sta
tus
Typ
e o
f Is
sue
Pho
tos
Surv
ey
No
13
61
25
+0
10
12
5+
01
55
LHS
Kora
nattu
karu
pur-
IH
UT
AN
D F
RO
NT
PO
RTI
ON
WA
LL1
Paid
TEM
PLE
LA
ND
PA
ID
13
71
25
+0
25
12
5+
03
51
0LH
SKora
nattu
karu
pur-
IRC
C B
ULI
DIN
G, A
ND
BO
RE
WELL
2Paid
TEM
PLE
LA
ND
PA
ID
13
81
25
+0
85
12
5+
20
01
15
LHS
Kora
nattu
karu
pur-
IFEN
CIN
G
1JO
THI
Paid
13
91
25
+4
00
12
5+
42
02
0LH
SKora
nattu
karu
pur-
IH
UT,
RC
C, H
UT,
RC
C4
KA
DA
LMA
NI RA
MU
,
SAM
IAYYA
PIT
HC
HA
IAM
MA
L,
MA
HA
LIN
GA
M
13
6/2
B2
,
15
9/1
A1
B,
15
9/1
R1
B,
15
9/1
R2
B
Not Paid
14
0H
UT
1SH
AN
MU
GA
MN
ot Paid
14
1TI
LE H
OU
SE=
2N
OS&
HU
T=2
NO
S4
RA
JAM
AN
IKKA
MN
ot Paid
DO
CU
MEN
T PERSO
N
MPR A
PRIL
20
20
27
FRO
MTO
CH
AIN
AG
ES.N
oEffect
ed
Length
SID
EN
am
e o
f th
e V
illage
Typ
e o
f H
indra
nce
sTo
tal N
o o
f
Str
uct
ure
sN
am
e o
f th
e O
wner
Paym
ent Sta
tus
Typ
e o
f Is
sue
Pho
tos
Surv
ey
No
14
2TI
LE H
OU
SE=
1N
O &
HU
T= 1
NO
2SA
MY A
YYA
Not Paid
14
3H
UT=
1 N
O1
RA
JASE
KA
RN
ot Paid
14
4H
UT=
1 N
O1
SEKA
R P
ERIY
ASA
MY
Not Paid
14
5TI
LE H
OU
SE=
1 N
O1
MA
NIV
AN
NA
N, SE
KA
RN
ot Paid
14
61
25
+5
80
12
5+
60
02
0LH
SKora
nattu
karu
pur-
ITI
LE H
OU
SE=
1N
O1
KRIS
HN
AN
16
0/9
,16
1/
18
PA
ID
14
71
25
+5
80
12
5+
58
55
LHS
Kora
nattu
karu
pur-
IH
UT=
1 N
O1
AM
SU (KA
ARI)
NO
T PA
ID
14
81
25
+5
90
12
5+
61
02
0LH
SKora
nattu
karu
pur-
IRC
C B
UIL
DIN
G=
1 N
O1
MO
TTA
YA
ND
IN
OT
PA
ID1
ST
PA
YM
EN
T PA
ID &
2N
D
PA
YM
EN
T PEN
DIN
G
14
91
25
+6
00
12
5+
60
55
LHS
Kora
nattu
karu
pur-
IRC
C B
UIL
DIN
G=
1 N
O1
THA
NG
AYA
NN
OT
PA
ID1
ST
PA
YM
EN
T PA
ID &
2N
D
PA
YM
EN
T PEN
DIN
G
15
01
25
+6
00
12
5+
60
55
LHS
Kora
nattu
karu
pur-
IH
UT=
1 N
O1
THA
NG
AYA
NN
OT
PA
IDLP
S N
OT
DO
NE
12
5+
53
01
25
+5
80
50
LHS
45
2/4
8, 5
0Kora
nattu
karu
pur-
I
DO
CU
MEN
T PERSO
N
NA
ME -
RA
JAM
AN
IKKA
M -
1
ST P
AYM
EN
T PA
ID &
2 N
D
PA
YM
EN
T PEN
DIN
G
MPR A
PRIL
20
20
28
FRO
MTO
CH
AIN
AG
ES.N
oEffect
ed
Length
SID
EN
am
e o
f th
e V
illage
Typ
e o
f H
indra
nce
sTo
tal N
o o
f
Str
uct
ure
sN
am
e o
f th
e O
wner
Paym
ent Sta
tus
Typ
e o
f Is
sue
Pho
tos
Surv
ey
No
15
11
25
+6
00
12
5+
61
01
0LH
SKora
nattu
karu
pur-
IRC
C B
UIL
DIN
G=
1 N
O1
KA
LIYA
MO
ORTH
Y,K
ALI
AM
MA
LPA
ID
15
21
25
+6
00
12
5+
61
01
0LH
SKora
nattu
karu
pur-
IEM
PTY
LA
ND
1KA
RU
NA
NIT
HI,VA
SAN
THA
NO
T PA
ID
15
31
25
+6
30
12
5+
64
01
0LH
SKora
nattu
karu
pur-
IRC
C B
UIL
DIN
G=
1 N
O1
LAKSH
MI,M
OO
TAIY
AN
16
1/4
PA
ID
15
41
25
+5
60
12
5+
57
01
0RH
SKora
nattu
karu
pur-
IH
UT=
1 N
O1
SELV
AM
,KA
RU
PPA
IYA
16
4/4
APA
ID
15
51
25
+5
70
12
5+
58
01
0RH
SKora
nattu
karu
pur-
IRC
C B
UIL
DIN
G=
1N
O1
SHA
NG
ILI KA
RU
PPA
IYA
N1
64
/4 P
AID
15
61
25
+5
80
12
5+
58
55
RH
SKora
nattu
karu
pur-
ITI
LE H
OU
SE=
1N
O1
SAM
YA
PPA
N1
63
PA
ID
15
7Kora
nattu
karu
pur-
ITI
LE H
OU
SE=
1N
O1
KA
LIYA
MO
ORTH
Y &
MO
TTA
YA
ND
I1
64
NO
T PA
ID1
ST
PA
YM
EN
T PA
ID &
2N
D
PA
YM
EN
T PEN
DIN
G
15
8Kora
nattu
karu
pur-
ITI
LE H
OU
SE=
1N
O1
RA
MA
MIR
UTH
AM
(VEERA
MA
NI)
NO
T PA
ID1
ST
PA
YM
EN
T PA
ID &
2N
D
PA
YM
EN
T PEN
DIN
G1
25
+5
80
12
5+
60
02
0RH
S
MPR A
PRIL
20
20
29
FRO
MTO
CH
AIN
AG
ES.N
oEffect
ed
Length
SID
EN
am
e o
f th
e V
illage
Typ
e o
f H
indra
nce
sTo
tal N
o o
f
Str
uct
ure
sN
am
e o
f th
e O
wner
Paym
ent Sta
tus
Typ
e o
f Is
sue
Pho
tos
Surv
ey
No
15
9Kora
nattu
karu
pur-
IH
UT=
1 N
O1
RA
MA
MIR
UTH
AM
(BA
KKIY
ARA
J&
UTH
HA
RA
PA
THY)
NO
T PA
IDPA
TTA
NO
T PA
ID
16
01
25
+6
70
12
5+
68
01
0RH
SKora
nattu
karu
pur-
IA
MM
AN
TEM
PLE
1PA
ID
PA
ID T
O C
ALA
- E
XCESS
AM
OU
NT
DIS
BU
RSE
D S
O
CA
LA IN
STRU
CTE
D B
AN
K
TO H
OLD
16
11
25
+6
80
12
5+
70
0Kora
nattu
karu
pur-
IBU
ILD
ING
CO
NST
RU
CTI
ON
IN B
ASE
MEN
T LE
VEL
1PA
ID
16
2Kora
nattu
karu
pur-
IH
UT=
1 N
O1
KA
SIN
ATH
AN
PA
ID
16
3Kora
nattu
karu
pur-
IRC
C B
UIL
DIN
G(G
+1
)1
JAYA
RA
MA
NPA
ID
16
41
25
+7
30
12
5+
78
55
5RH
SKora
nattu
karu
pur-
ITO
YO
TO S
HO
W R
OO
M1
PA
ID
16
51
25
+7
85
12
5+
80
52
0RH
SKora
nattu
karu
pur-
IRC
C R
OO
F H
OU
SE1
RA
GU
NA
THA
N,C
HA
ND
RA
PA
ID
16
61
25
+8
00
12
5+
80
55
RH
SKora
nattu
karu
pur-
I1
HU
T1
BH
ASK
AR R
AJA
MPA
ID
20
RH
S
MPR A
PRIL
20
20
30
FRO
MTO
CH
AIN
AG
ES.N
oEffect
ed
Length
SID
EN
am
e o
f th
e V
illage
Typ
e o
f H
indra
nce
sTo
tal N
o o
f
Str
uct
ure
sN
am
e o
f th
e O
wner
Paym
ent Sta
tus
Typ
e o
f Is
sue
Pho
tos
Surv
ey
No
16
71
25
+8
20
12
5+
82
55
RH
SKora
nattu
karu
pur-
IRC
C R
OO
F H
OU
SE1
KA
LIM
UTH
UN
OT
PA
ID
16
81
25
+8
30
12
5+
84
01
0RH
SKora
nattu
karu
pur-
IRC
C R
OO
F H
OU
SE1
MU
RU
GA
NPA
ID
16
91
25
+8
40
12
5+
85
01
0RH
SKora
nattu
karu
pur-
IRC
C R
OO
F H
OU
SE1
CH
AN
DRA
KA
SIPA
ID
17
01
25
+8
40
12
5+
85
01
0RH
SKora
nattu
karu
pur-
IRC
C R
OO
F H
OU
SE1
MA
DA
NPA
ID
17
11
25
+8
40
12
5+
85
01
0RH
SKora
nattu
karu
pur-
IRC
C R
OO
F (C
ORN
ER O
NLY
)1
RA
JEN
DRA
NN
OT
PA
ID
17
21
25
+8
60
12
5+
87
01
0RH
SKora
nattu
karu
pur-
ITI
LE R
OO
F H
OU
SE1
PU
GU
AL
MU
RU
GA
NN
OT
PA
ID
17
31
25
+8
70
12
5+
88
01
0RH
SKora
nattu
karu
pur-
ITI
LE R
OO
F H
OU
SE1
PU
GH
ALE
NTH
IN
OT
PA
ID
17
41
25
+8
80
12
5+
89
01
0RH
SKora
nattu
karu
pur-
ITI
LE R
OO
F H
OU
SE1
KA
NA
GA
MM
AL
NO
T PA
ID
1 S
T PA
YM
EN
T PA
ID &
2N
D
PA
YM
EN
T PEN
DIN
G
MPR A
PRIL
20
20
31
FRO
MTO
CH
AIN
AG
ES.N
oEffect
ed
Length
SID
EN
am
e o
f th
e V
illage
Typ
e o
f H
indra
nce
sTo
tal N
o o
f
Str
uct
ure
sN
am
e o
f th
e O
wner
Paym
ent Sta
tus
Typ
e o
f Is
sue
Pho
tos
Surv
ey
No
17
51
25
+8
90
12
5+
90
01
0RH
SKora
nattu
karu
pur-
I1
HU
T,1
BA
TH R
OO
M &
CO
MPO
UN
DW
ALL
3C
HELL
AM
MA
LN
OT
PA
ID
17
61
26
+0
50
12
6+
06
01
0RH
SKora
nattu
karu
pur-
IIA
CC
RO
OF H
OU
SE1
VIJ
AYA
VA
LLI
PA
ID
17
71
26
+7
90
12
6+
80
01
0RH
SKora
nattu
karu
pur-
II
(Tem
ple
=1
No,T
iles
House
=1
No,A
c Sh
eet H
ouse
=1
No) -P
ATT
A, 1
HU
T
4
BA
LASU
BRA
MA
NIY
AN
,
KRIS
HN
AVEN
I,
MA
RRIA
MM
AL
PA
ID
17
81
27
+1
20
12
7+
12
55
RH
SKora
nattu
karu
pur-
IIBore
wel
l1
Not Paid
17
91
27
+3
00
12
7+
38
08
0RH
SKora
nattu
karu
pur-
IIA
NU
J TI
LES
1PA
ID
MPR A
PRIL
20
20
32
FRO
MTO
CH
AIN
AG
ES.N
oEffect
ed
Length
SID
EN
am
e o
f th
e V
illage
Typ
e o
f H
indra
nce
sTo
tal N
o o
f
Str
uct
ure
sN
am
e o
f th
e O
wner
Paym
ent Sta
tus
Typ
e o
f Is
sue
Pho
tos
Surv
ey
No
18
01
25
+7
90
12
5+
80
01
0LH
SKora
nattu
karu
pur-
ITI
LE R
OO
F H
OU
SE-1
NO
,
RC
C 1
NO
2JA
YA
PA
ND
I, C
HIN
NA
SAM
IPA
ID
18
11
25
+8
00
12
5+
80
55
LHS
Kora
nattu
karu
pur-
IH
UT
1SE
LVI
PA
ID
18
21
25
+8
30
12
5+
84
01
0LH
SKora
nattu
karu
pur-
ISA
MU
THA
YA
KU
DA
M R
CC
1Paid
Paid
to B
DO
only
,not ye
t
paid
to p
anch
aye
t
18
31
25
+8
40
12
5+
85
01
0LH
SKora
nattu
karu
pur-
IH
UT
1JA
YA
RA
JPA
ID
18
41
25
+9
00
12
5+
91
01
0LH
SKora
nattu
karu
pur-
I1
HU
T1
SELV
ARA
JPA
ID
18
51
25
+9
40
12
5+
95
01
0LH
SKora
nattu
karu
pur-
I1
HU
T1
BA
LUPA
ID
18
61
25
+9
50
12
5+
96
01
0LH
SKora
nattu
karu
pur-
IH
UT
3 N
OS
3A
LAG
UM
UTH
U
17
4/1
2N
OT
PA
ID
MPR A
PRIL
20
20
33
FRO
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Length
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Typ
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ey
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18
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12
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19
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19
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19
31
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20
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FRO
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Length
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Typ
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19
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Length
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Typ
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20
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20
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20
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20
61
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20
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20
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36
FRO
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Length
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Typ
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20
81
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13
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42
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21
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37
FRO
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Length
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Typ
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No
21
41
31
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13
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86
07
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21
51
32
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13
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UT
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21
61
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13
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59
02
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14
8/3
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ID
21
71
33
+0
50
13
3+
06
01
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SVala
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BO
REW
ELL
1Paid
MPR A
PRIL
20
20
38
FRO
MTO
CH
AIN
AG
ES.N
oEffect
ed
Length
SID
EN
am
e o
f th
e V
illage
Typ
e o
f H
indra
nce
sTo
tal N
o o
f
Str
uct
ure
sN
am
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Paym
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Typ
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Pho
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ey
No
21
81
33
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30
13
3+
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02
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21
91
33
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51
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AN
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22
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33
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13
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02
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22
11
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13
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04
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22
21
33
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13
3+
59
01
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22
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NO
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22
41
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13
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64
56
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AN
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7/B
,CN
ot Paid
(SEC
ON
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EN
T
PEN
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22
51
33
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40
13
3+
82
08
0LH
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tai
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CO
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UN
D P
ILLE
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AN
D G
ATE
1Paid
MPR A
PRIL
20
20
39
FRO
MTO
CH
AIN
AG
ES.N
oEffect
ed
Length
SID
EN
am
e o
f th
e V
illage
Typ
e o
f H
indra
nce
sTo
tal N
o o
f
Str
uct
ure
sN
am
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f th
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Paym
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tus
Typ
e o
f Is
sue
Pho
tos
Surv
ey
No
22
61
34
+3
50
13
4+
35
55
RH
SVala
yapet
tai
RO
B-A
1 S
IDE o
pen
tem
ple
-
tree
s 1
Not Paid
22
71
34
+7
50
13
4+
79
04
0LH
SVala
yapet
tai
IRRIG
ATI
ON
SLU
ICE
TO B
E S
HIF
TED
22
81
38
+5
00
13
8+
54
04
0LH
SPate
esw
ara
mRC
C &
Tile
Roof
1SH
AN
MU
GA
MN
ot Paid
22
91
38
+7
50
13
8+
85
01
00
LHS
Thiruva
lanzu
liH
ut
1RA
JIN
IN
ot Paid
23
01
38
+4
00
13
8+
48
08
0RH
SPate
esw
ara
m1
DH
ARM
ALI
NG
AM
N
ot Paid
23
11
38
+5
00
13
8+
54
04
0RH
SPate
esw
ara
m1
SHA
NM
UG
AM
Not Paid
23
21
38
+7
50
13
8+
85
01
00
RH
STh
iruva
lanzu
li1
RA
JIN
I, T
haks
hin
a M
urthy,
Nagara
jN
ot Paid
23
31
39
+4
39
13
9+
45
01
1LH
STh
iruva
lanzu
liLO
CA
L TE
MPLE
, R
CC
GO
VT
BU
ILD
ING
WIT
H T
AN
K1
Not Paid
4/4
A
MPR A
PRIL
20
20
40
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
2.2. Removal of Religious Structures The following structures coming within the ROW are to be demolished
Table 2.2-1: Status of Removal of Religious structures
Sl. No. Name of the District Total No. of
structures Removed as on Date
(in Nos.) Balance (in Nos.)
1 Thanjavur 13 0 13
Note: Pending for disbursement of payment to the Religious structures.
2.3. Shifting of Utilities and Electrical HT/LT Lines
To proceed with the project construction, several utilities are required to be shifted under the supervision of the respective authorities. These include a water supply line, hand pumps, overhead water tanks, besides Electrical lines, as shown in the table below. Table 2.3-1: Status of sanction of Estimates - Relocation of RWS Pipe line
Sl. No
Name of the District
Chainages Total Number of Estimates
Remarks From To Length in
Km
1 Thanjavur 116+440 164+275 47.835 32 Work is in Progress
Estimates for shifting of the above Electric lines have been prepared. The estimated cost is approximately Rs. 10.50 crores.
Table 2.3-3: Status of Utility Relocation
Sl. No. Authority Description Unit
Total Length/ Nos.
Work done Balance Remarks
1 BDO & EE,TWAD
Water Supply Pipe Line (including DI
and PVC lines) Kms. 35.750 7.960 27.79 Work in Progress
2 BDO of Concern Union
Hand Pump/Pump Room with Bore
well Nos. 16 3 13
3 BDO of Concern Union
Over Head Tank Nos. 2 2 0 Completed
4 TNEB Electrical Lines Kms. 19.215 15.605 3.610 Work in Progress
Estimates have been done for the shifting of the water supply pipeline & related items mentioned above. The estimated cost is approximately Rs. 6.8 crores.
Table 2.3-2: Status of sanction of Estimates - Electrical Lines Relocation
Sl. No
Name of the
District
Chainages Number of Estimates
Present Status Remarks
From To Length in Km
1 Thanjavur 116+440 164+275 47.835 16 Work in Progress
41
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
2.4. Tree felling
Teak Wood trees are not included in the above table since permissions for removal of teak wood trees is not yet obtained.
Table 2.4-1: Status of Tree felling
Sl. No.
Name of the District
Chainages Effected Length in
Kms
Total No. of Trees
Felled/ Removed
as on Date
Balance no. of Trees
Remarks From To
Length in Km
1 Thanjavur 116+440 164+275 47.837 15.310 1461 1448 13 Work in Progress
Total 47.835
42
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
3. Progress Briefing – Contractor Activities
3.1. Pre-Construction Activities
Detailed Design & Drawings The Plan and Profile, as well as the Pavement Designs for the entire 47.835 km project length has been completed and reviewed by the Independent Engineer (IE). Construction Methodology, QA & QC procedures submitted to the IE has been reviewed and accepted.
Table 3.1-2: Sta
Table 3.1-2 : Status of Design and Drawings –Structures
Sr. No Description Unit
Total Scope as per
Sch. B
Design/ Drawings Submitted
Design/ Drawings Approved
1 Major Bridges No 06 04 03
2 Minor Bridges No 56 56 44
3 Grade Separated Intersection No 06 06 06
4 VUP/PUP No 12 12 12
5 Box /Slab Culvert No 103 103 103
6 ROB No 01 01 GAD approved
Table 3.1-1: Status of Design and Drawings-Highway
Sl. No. Description Unit
Total Scope as per
Sch.-B
Design/ Drawings submitted
Design/ Drawings Approved
1 Pavement Design Km 47.835 47.835 47.835
2 Plan & Profile Km 47.835 47.835 47.835
3 Typical Cross Sections Type 5 5 -
4 Major Intersections No 20 - -
5 Minor Intersections No 22 - -
6
Toll Plaza (a) Toll Plaza Layout, (b) Toll Building, (c) Toll Booth, (d) Toll Canopy, (e) Toll Tunnel,
No 05 03 -
7 Rest Area No 01 -
8 Bus Bay No 05 -
9 Service Roads No 27.10 27.10 26.10
43
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
4. Physical Progress of Work
4.1. Physical Progress of Work
The following table summarize the quantum of work achieved towards the construction of the various elements of the highway.
The Progress of the Major Works carried out at the Site in the Month of April 2020 is as follows.
CUMMULATIVE STATEMENT For Main Carriageway
Sr. No.
Description
Total Length of Highway
Excluding Toll Plaza (in. Km.)
Progress up to
Previous Month (in
Km)
Progress during
this Month (In Km.)
Cumulative Progress
Achieved up to this Month
(In Km)
In Progres
s (In Km.)
Balance Length to
be Complete
d
Cumulative % of Progress
Achieved
1 Clearing and Grubbing LHS 46.925 39.48 0 39.48 0 7.45 84.13% RHS 46.925 38.26 0 38.26 0 8.67 81.53% 2 Embankment LHS 46.925 8.60 0 8.60 16.280 38.33 18.33% RHS 46.925 8.55 0 8.55 14.790 38.38 18.22% 3 Sub grade LHS 46.925 4.49 0 4.49 0 42.44 9.57% RHS 46.925 7.12 0 7.12 0 39.81 15.17% 4 GSB/ Cement Treated Sub-Base LHS 46.925 3.60 0 3.60 0 43.33 7.67% RHS 46.925 6.57 0 6.57 0 40.36 14.00% 5 Wet Mix Macadam LHS 46.925 2.69 0 2.69 0 44.24 5.73% RHS 46.925 5.75 0 5.75 0 41.18 12.25% 6 Dense Bitumen Macadam LHS 46.925 1.99 0 1.99 0 44.94 4.24% RHS 46.925 4.64 0 4.64 0 42.29 9.89% 7 Bituminous Concrete LHS 46.925 0 0 0 0 46.925 0.00% RHS 46.925 0 0 0 0 46.925 0.00%
For Service Road
Sr. No.
Description
Total Length
of Service Road (Km.)
Progress up to
Previous Month (in
Km)
Progress during
this Month (In Km.)
Cumulative Progress Achieved up to this Month (In
Km)
In Progress (In Km.)
Balance Length to
be Completed
Cumulative % of
Progress Achieved
1 Embankment 27.1 0 0 0 0 27.1 0.00% 2 Sub grade 27.1 0 0 0 0 27.1 0.00%
3 GSB/ Cement Treated Base
27.1 0 0 0 0 27.1 0.00%
4 Wet Mix Macadam
27.1 0 0 0 0 27.1 0.00%
5 Dense Bitumen Macadam
27.1 0 0 0 0 27.1 0.00%
6 Bituminous Concrete
27.1 0 0 0 0 27.1 0.00%
44
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
Structure Work
Sr. No.
Type of Structure Total No. of Structures
No. of Structures
Completed In Progress Balance
1 Culvert 103 50.5 21.5 31 2 Light Vehicular Underpass 2 1 1 0
3 Vehicular Underpass 10 0 10 0
4 Minor Bridges 56 18.5 20.5 17
5 Major Bridge 5 0 2 3
6 Flyover 6 0 6 0
7 ROB 1 0 1 0
Physical Progress of Project up to April 2020 as per approved Schedule G:
Item Stage for Payment Unit Qty. Weightage
in % to Contract Price
Completed up to
April’2020
% Physical Progress
Road works including culverts, minor
bridges, underpasses, overpasses, approaches
to ROB/RUB/
Major Bridges/ Structures
(but excluding
service roads)
A- Widening and strengthening of existing road
(1) Earthwork up to top of the sub-grade Km. 28.70 4.26% 3.15 0.467% (2) Granular work (sub-base, base, shoulders)
Km.
(a) GSB/ Cement Treated Base Km. 28.70 1.40% 2.29 0.112% (b) WMM/ Cement Treated Base Km. 28.70 2.10% 1.87 0.137% (3) Shoulders Km. 7.10 0.03% (4) Bituminous work (a) DBM Km. 28.70 1.61% 1.84 0.103% (b) BC Km. 28.70 1.48% (5) Rigid Pavement Concrete Work Km. (6) Widening and Repair of Culverts Nos. 33 0.57% 16.25 0.282% (7) Widening and Repair of Minor Bridges
Nos. 3 0.38%
B- New realignment/bypass (1) Earthwork up to top of the sub-grade Km. 63.33 16.30% 8.46 2.178% (2) Granular work (sub-base, base, shoulders)
Km.
(a) GSB/ Cement Treated Base Km. 62.13 3.39% 7.85 0.429% (b) WMM/ Cement Treated Base Km. 62.13 3.83% 6.57 0.405% (3) Shoulders Km. 48.19 0.10% (4) Bituminous work (a) DBM Km. 62.13 3.48% 4.78 0.268% (b) BC Km. 62.13 3.21% (5) Rigid Pavement Concrete Work Km C- New culverts, minor bridges, underpasses, overpasses on existing road, realignments, bypasses:
45
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
Road works including culverts, minor
bridges, underpasses, overpasses, approaches
to ROB/RUB/
Major Bridges/ Structures
(but excluding
service roads)
(1) Culverts Nos. 70 5.95% 28.95 2.459% (2) Minor bridges (i) Foundation Nos. 170 6.71% 67.50 2.665% (ii) Substructure Nos. 270 3.50% 91.50 1.185% (iii) Superstructure (including crash barrier etc. complete)
Nos. 142 3.78% 34.30 0.912%
(3) Cattle/Pedestrian underpasses (i) Foundation Nos. 4 0.15% 4.00 0.150% (ii) Substructure Nos. 8 0.08% 4.00 0.042% (iii) Superstructure (including crash barrier etc. complete)
Nos. 4 0.06% 2.00 0.028%
(4) Pedestrian overpasses (i) Foundation Nos. (ii) Substructure Nos. (iii) Superstructure (including crash barrier etc. complete)
Nos.
(5) Grade separated structures (a) Underpass (10 VUP) (i) Foundation Nos. (i) Piles Nos. 240 1.46% 240.00 1.457% (i) Pile Cap Nos. 40 1.04% 30.00 0.781% (ii) Substructure Nos. 40 0.91% 22.00 0.500% (iii) Girder Casting Nos. 100 0.45% 73.00 0.331% (v) Superstructure (including crash barrier etc. complete) Nos. 20 0.68%
(c) Vehicular Overpass (VOP) (i) Foundation Nos. (ii) Substructure Nos. (iii) Superstructure (including crash barrier etc. complete) Nos.
(c) Flyover (i) Foundation Nos. 24 (i) Piles Nos. 144 1.36% 131.00 1.238% (i) Pile Cap Nos. 24 0.89% 20.00 0.741% (ii) Substructure Nos. 24 0.82% 6.00 0.205% (ii) Girder Casting Nos. 60 0.43% 27.00 0.193% (v) Superstructure (including crash barrier etc. complete)
Nos. 12 0.59%
Major Bridge works
and ROB/RUB
Major Bridge works and ROB/RUB A- Widening and Repair of Minor Bridges
(1) Foundations (a) Open Foundation Nos. (b) Pile foundation/ well foundation Nos. (2) Substructure Nos. (3) Superstructure (including crash barrier etc. complete)
Nos.
C- New Major Bridges (1) Foundations
46
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
(a) Open Foundation Nos. (b) Pile foundation/ well foundation Nos.
(i) Piles Nos. 468 1.47% 110.00 0.345% (ii) Pile Cap Nos. 76 0.71%
(2) Substructure Nos. 76 1.23% (ii) Girder Casting Nos. 230 0.42% (3) Superstructure (including crash barrier etc. complete) Nos. 62 1.07%
D- New rail-road bridges (a) ROB (i) Foundation Nos. (i) Piles Nos. 40 0.71% 24.00 0.423% (i) Pile Cap Nos. 8 0.79% 3.00 0.298% (ii) Substructure Nos. 8 0.80% (iii) Superstructure (including crash barrier etc. complete)
Nos. 6 1.49%
Structures (elevated sections,
reinforced earth)
Structures (elevated sections, reinforced earth)
(1) Foundation Nos. (2) Substructure Nos. (3) Superstructure (including crash barrier etc. complete)
Nos.
(4) Reinforced earth Wall (includes Approaches of ROB, Underpasses, Overpasses,Flyover etc.)
(a) Casting of RS Wall Facia 179469 2.26% 1,18,853.64 1.494% (b) Erection of RS Wall Facia 179469 5.26%
Other Works
Other Works (i) Service roads/ Slip Roads Km 27.10 3.86% (ii) Toll Plaza Nos. 1 1.38% (iii) Road side drains Km 12.08 1.64% 0.19 0.026% (iv) Road signs, markings, km stones, safety devices, ....
(a) Road signs, markings, km stones, ... Km 95.67 2.02% (b) Concrete Crash Barrier/ W-Beam Crash Barrier in Road work
Km
(i) Concrete Crash Barrier Km 25.42 2.01% (ii) W-Beam Crash Barrier Km 32.75 0.70%
(v) Project facilities (a) Bus Bays No. 20 0.01% (b) Truck Lay-byes No. (b) Rest areas No. 2 0.22% (vi)Repairs to bridges/structures Nos. 4 0.01% (vii) Road side plantation Km 22.54 0.61% (viii) Protection works (a) Boulder pitching on slopes Km 32.75 0.19% (b) Toe/Retaining wall Km (x) Miscellaneous Ls. 100% 0.150% 51% 0.076%
Total 100.00% 19.929%
47
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117.100
117.110
117.120
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117.190
117.200
117.210
117.220
117.230
117.240
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119.680
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Chainage
Chainage
LHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW LHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW LHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW
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120.670
120.680
120.690
120.700
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120.720
120.730
120.740
120.750
120.760
120.770
120.780
120.790
120.800
120.810
120.820
120.830
120.840
120.850
120.860
120.870
120.880
120.890
120.900
120.910
120.920
120.930
120.940
120.950
120.960
120.970
120.980
120.990
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121.040
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121.060
121.070
121.080
121.090
121.100
121.110
121.120
121.130
121.140
121.150
121.160
121.170
121.180
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121.200
121.210
121.220
121.230
121.240
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121.830
121.840
121.850
121.860
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122.480
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122.640
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122.660
122.670
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122.710
122.720
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122.770
122.780
122.790
122.800
122.810
122.820
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122.840
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122.860
122.870
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122.900
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123.100
123.110
123.120
123.130
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123.160
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123.600
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RHS-Wokfront / Issues RHS-MCWLHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW LHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW LHS-MCW LHS-Wokfront / Issues
vv
MPR A
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124.020
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124.290
124.300
124.310
124.320
124.330
124.340
124.350
124.360
124.370
124.380
124.390
124.400
124.410
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124.440
124.450
124.460
124.470
124.480
124.490
124.500
124.510
124.520
124.530
124.540
124.550
124.560
124.570
124.580
124.590
124.600
124.610
124.620
124.630
124.640
124.650
124.660
124.670
124.680
124.690
124.700
124.710
124.720
124.730
124.740
124.750
124.760
124.770
124.780
124.790
124.800
124.810
124.820
124.830
124.840
124.850
124.860
124.870
124.880
124.890
124.900
124.910
124.920
124.930
124.940
124.950
124.960
124.970
124.980
124.990
125.000
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125.020
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125.270
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125.310
125.320
125.330
125.340
125.350
125.360
125.370
125.380
125.390
125.400
125.410
125.420
125.430
125.440
125.450
125.460
125.470
125.480
125.490
125.500
125.510
125.520
125.530
125.540
125.550
125.560
125.570
125.580
125.590
125.600
125.610
125.620
125.630
125.640
125.650
125.660
125.670
125.680
125.690
125.700
125.710
125.720
125.730
125.740
125.750
125.760
125.770
125.780
125.790
125.800
125.810
125.820
125.830
125.840
125.850
125.860
125.870
125.880
125.890
125.900
125.910
125.920
125.930
125.940
125.950
125.960
125.970
125.980
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126.000
126.010
126.020
126.030
126.040
126.050
126.060
126.070
126.080
126.090
126.100
126.110
126.120
126.130
126.140
126.150
126.160
126.170
126.180
126.190
126.200
126.210
126.220
126.230
126.240
126.250
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126.470
126.480
126.490
126.500
126.510
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126.540
126.550
126.560
126.570
126.580
126.590
126.600
126.610
126.620
126.630
126.640
126.650
126.660
126.670
126.680
126.690
126.700
126.710
126.720
126.730
126.740
126.750
126.760
126.770
126.780
126.790
126.800
126.810
126.820
126.830
126.840
126.850
126.860
126.870
126.880
126.890
126.900
126.910
126.920
126.930
126.940
126.950
126.960
126.970
126.980
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127.000
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127.020
127.030
127.040
127.050
127.060
127.070
127.080
127.090
127.100
127.110
127.120
127.130
127.140
127.150
127.160
127.170
127.180
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127.200
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MPR A
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127.810
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127.960
127.970
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128.010
128.020
128.030
128.040
128.050
128.060
128.070
128.080
128.090
128.100
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128.120
128.130
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128.170
128.180
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128.360
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128.470
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128.530
128.540
128.550
128.560
128.570
128.580
128.590
128.600
128.610
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128.650
128.660
128.670
128.680
128.690
128.700
128.710
128.720
128.730
128.740
128.750
128.760
128.770
128.780
128.790
128.800
128.810
128.820
128.830
128.840
Wo
rkfr
on
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vaila
ble
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
a
LA
pe
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ll
ll
ll
ll
ll
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pp
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pp
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Build
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bb
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- W
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ww
ww
ww
ww
ww
ww
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- N
OC
Irr
ica
tio
n D
ept
C&
Gc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
Emb
ankm
ent
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
Sub
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de
CTS
B
WM
M
DB
M
DB
M
WM
M
CTS
B
Sub
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Emb
ankm
ent
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
I
C&
Gc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
- N
OC
Irr
ica
tio
n D
ept
- W
ate
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ine
ww
ww
ww
ww
ww
ww
ww
ww
ww
ww
ww
ww
ww
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ussta
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Build
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bb
bb
bb
bb
bb
bb
bb
bb
bb
bb
bb
bb
bb
bb
bb
bb
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pp
pp
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Wo
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aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
a
128.840
128.850
128.860
128.870
128.880
128.890
128.900
128.910
128.920
128.930
128.940
128.950
128.960
128.970
128.980
128.990
129.000
129.010
129.020
129.030
129.040
129.050
129.060
129.070
129.080
129.090
129.100
129.110
129.120
129.130
129.140
129.150
129.160
129.170
129.180
129.190
129.200
129.210
129.220
129.230
129.240
129.250
129.260
129.270
129.280
129.290
129.300
129.310
129.320
129.330
129.340
129.350
129.360
129.370
129.380
129.390
129.400
129.410
129.420
129.430
129.440
129.450
129.460
129.470
129.480
129.490
129.500
129.510
129.520
129.530
129.540
129.550
129.560
129.570
129.580
129.590
129.600
129.610
129.620
129.630
129.640
129.650
129.660
129.670
129.680
129.690
129.700
129.710
129.720
129.730
129.740
129.750
129.760
129.770
129.780
129.790
129.800
129.810
129.820
129.830
129.840
129.850
129.860
129.870
129.880
129.890
129.900
129.910
129.920
129.930
129.940
129.950
129.960
129.970
129.980
129.990
130.000
130.010
130.020
130.030
130.040
130.050
130.060
130.070
130.080
Wo
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LA
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Build
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bb
bb
bb
bb
bb
bb
bb
bb
bb
bb
bb
bb
bb
bb
bb
bb
bb
bb
bb
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b
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ww
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ww
ww
ww
ww
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ww
w
- N
OC
Irr
ica
tio
n D
ept
C&
Gc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
c
Emb
ankm
ent
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
Sub
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CTS
B
WM
M
DB
M
DB
M
WM
M
CTS
B
Sub
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CC
CC
CC
CC
CC
CC
CC
C
Emb
ankm
ent
II
II
II
II
II
II
II
II
II
II
II
II
II
II
CC
CC
CC
CC
CC
CC
CC
C
C&
Gc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
CC
CC
CC
CC
CC
CC
CC
C
- N
OC
Irr
ica
tio
n D
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ww
ww
ww
ww
ww
ww
ww
ww
ww
ww
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ww
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ww
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- T
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Build
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bb
bb
bb
bb
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ll
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Wo
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aa
aa
aa
aa
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130.080
130.090
130.100
130.110
130.120
130.130
130.140
130.150
130.160
130.170
130.180
130.190
130.200
130.210
130.220
130.230
130.240
130.250
130.260
130.270
130.280
130.290
130.300
130.310
130.320
130.330
130.340
130.350
130.360
130.370
130.380
130.390
130.400
130.410
130.420
130.430
130.440
130.450
130.460
130.470
130.480
130.490
130.500
130.510
130.520
130.530
130.540
130.550
130.560
130.570
130.580
130.590
130.600
130.610
130.620
130.630
130.640
130.650
130.660
130.670
130.680
130.690
130.700
130.710
130.720
130.730
130.740
130.750
130.760
130.770
130.780
130.790
130.800
130.810
130.820
130.830
130.840
130.850
130.860
130.870
130.880
130.890
130.900
130.910
130.920
130.930
130.940
130.950
130.960
130.970
130.980
130.990
131.000
131.010
131.020
131.030
131.040
131.050
131.060
131.070
131.080
131.090
131.100
131.110
131.120
131.130
131.140
131.150
131.160
131.170
131.180
131.190
131.200
131.210
131.220
131.230
131.240
131.250
131.260
131.270
131.280
131.290
131.300
131.310
131.320
Wo
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- N
OC
Irr
ica
tio
n D
ept
C&
Gc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
Emb
ankm
ent
II
II
II
II
II
II
II
II
II
II
II
II
II
II
Sub
-Gra
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CTS
B
WM
M
DB
M
Chainage
Chainage
Chainage
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a
MPR A
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Fro
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Inpro
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Com
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Ch
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Str
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An
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Leg
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DB
M
WM
M
CTS
B
Sub
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CC
CC
CC
CC
C
Emb
ankm
ent
CC
CC
CC
CC
Ci
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
C&
GC
CC
CC
CC
CC
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
c
- N
OC
Irr
ica
tio
n D
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nn
nn
nn
n
- W
ate
r L
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ww
ww
ww
ww
ww
ww
ww
ww
ww
ww
ww
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ww
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- T
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Build
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bb
bb
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ll
ll
ll
ll
ll
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ll
ll
ll
ll
ll
ll
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ll
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ll
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ll
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ll
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ll
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ll
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ll
ll
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ll
ll
ll
ll
ll
ll
ll
ll
ll
ll
ll
ll
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Wo
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131.320
131.330
131.340
131.350
131.360
131.370
131.380
131.390
131.400
131.410
131.420
131.430
131.440
131.450
131.460
131.470
131.480
131.490
131.500
131.510
131.520
131.530
131.540
131.550
131.560
131.570
131.580
131.590
131.600
131.610
131.620
131.630
131.640
131.650
131.660
131.670
131.680
131.690
131.700
131.710
131.720
131.730
131.740
131.750
131.760
131.770
131.780
131.790
131.800
131.810
131.820
131.830
131.840
131.850
131.860
131.870
131.880
131.890
131.900
131.910
131.920
131.930
131.940
131.950
131.960
131.970
131.980
131.990
132.000
132.010
132.020
132.030
132.040
132.050
132.060
132.070
132.080
132.090
132.100
132.110
132.120
132.130
132.140
132.150
132.160
132.170
132.180
132.190
132.200
132.210
132.220
132.230
132.240
132.250
132.260
132.270
132.280
132.290
132.300
132.310
132.320
132.330
132.340
132.350
132.360
132.370
132.380
132.390
132.400
132.410
132.420
132.430
132.440
132.450
132.460
132.470
132.480
132.490
132.500
132.510
132.520
132.530
132.540
132.550
132.560
Wo
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ll
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Build
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- W
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- N
OC
Irr
ica
tio
n D
ept
nn
nn
nn
n
C&
Gc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
Emb
ankm
ent
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
I
Sub
-Gra
de
CTS
B
WM
M
DB
M
DB
M
WM
M
CTS
B
Sub
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Emb
ankm
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ii
ii
ii
ii
II
II
II
II
II
II
C&
Gc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
- N
OC
Irr
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tio
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- W
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tilit
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Build
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ll
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Wo
rkfr
on
t A
vaila
ble
132.560
132.570
132.580
132.590
132.600
132.610
132.620
132.630
132.640
132.650
132.660
132.670
132.680
132.690
132.700
132.710
132.720
132.730
132.740
132.750
132.760
132.770
132.780
132.790
132.800
132.810
132.820
132.830
132.840
132.850
132.860
132.870
132.880
132.890
132.900
132.910
132.920
132.930
132.940
132.950
132.960
132.970
132.980
132.990
133.000
133.010
133.020
133.030
133.040
133.050
133.060
133.070
133.080
133.090
133.100
133.110
133.120
133.130
133.140
133.150
133.160
133.170
133.180
133.190
133.200
133.210
133.220
133.230
133.240
133.250
133.260
133.270
133.280
133.290
133.300
133.310
133.320
133.330
133.340
133.350
133.360
133.370
133.380
133.390
133.400
133.410
133.420
133.430
133.440
133.450
133.460
133.470
133.480
133.490
133.500
133.510
133.520
133.530
133.540
133.550
133.560
133.570
133.580
133.590
133.600
133.610
133.620
133.630
133.640
133.650
133.660
133.670
133.680
133.690
133.700
133.710
133.720
133.730
133.740
133.750
133.760
133.770
133.780
133.790
133.800
Wo
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pe
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ll
ll
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ll
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OC
Irr
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C&
GC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
CC
Cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
Emb
ankm
ent
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
I
Sub
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M
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M
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Sub
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Irr
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nn
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Wo
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aa
aa
aa
aa
aa
aa
aa
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aa
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aa
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aa
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aa
aa
aa
aa
aa
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133.800
133.810
133.820
133.830
133.840
133.850
133.860
133.870
133.880
133.890
133.900
133.910
133.920
133.930
133.940
133.950
133.960
133.970
133.980
133.990
134.000
134.010
134.020
134.030
134.040
134.050
134.060
134.070
134.080
134.090
134.100
134.110
134.120
134.130
134.140
134.150
134.160
134.170
134.180
134.190
134.200
134.210
134.220
134.230
134.240
134.250
134.260
134.270
134.280
134.290
134.300
134.310
134.320
134.330
134.340
134.350
134.360
134.370
134.380
134.390
134.400
134.410
134.420
134.430
134.440
134.450
134.460
134.470
134.480
134.490
134.500
134.510
134.520
134.530
134.540
134.550
134.560
134.570
134.580
134.590
134.600
134.610
134.620
134.630
134.640
134.650
134.660
134.670
134.680
134.690
134.700
134.710
134.720
134.730
134.740
134.750
134.760
134.770
134.780
134.790
134.800
134.810
134.820
134.830
134.840
134.850
134.860
134.870
134.880
134.890
134.900
134.910
134.920
134.930
134.940
134.950
134.960
134.970
134.980
134.990
135.000
135.010
135.020
135.030
135.040
Wo
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RHS-MCW LHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW
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cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
- N
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Irr
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135.040
135.050
135.060
135.070
135.080
135.090
135.100
135.110
135.120
135.130
135.140
135.150
135.160
135.170
135.180
135.190
135.200
135.210
135.220
135.230
135.240
135.250
135.260
135.270
135.280
135.290
135.300
135.310
135.320
135.330
135.340
135.350
135.360
135.370
135.380
135.390
135.400
135.410
135.420
135.430
135.440
135.450
135.460
135.470
135.480
135.490
135.500
135.510
135.520
135.530
135.540
135.550
135.560
135.570
135.580
135.590
135.600
135.610
135.620
135.630
135.640
135.650
135.660
135.670
135.680
135.690
135.700
135.710
135.720
135.730
135.740
135.750
135.760
135.770
135.780
135.790
135.800
135.810
135.820
135.830
135.840
135.850
135.860
135.870
135.880
135.890
135.900
135.910
135.920
135.930
135.940
135.950
135.960
135.970
135.980
135.990
136.000
136.010
136.020
136.030
136.040
136.050
136.060
136.070
136.080
136.090
136.100
136.110
136.120
136.130
136.140
136.150
136.160
136.170
136.180
136.190
136.200
136.210
136.220
136.230
136.240
136.250
136.260
136.270
136.280
Wo
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cc
cc
cc
cc
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cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
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Emb
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C&
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cc
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cc
cc
cc
cc
cc
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cc
cc
cc
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cc
cc
cc
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cc
cc
cc
cc
cc
cc
cc
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cc
cc
cc
cc
cc
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cc
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cc
cc
cc
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cc
cc
cc
cc
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cc
cc
cc
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cc
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cc
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cc
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Irr
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aa
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aa
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aa
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136.280
136.290
136.300
136.310
136.320
136.330
136.340
136.350
136.360
136.370
136.380
136.390
136.400
136.410
136.420
136.430
136.440
136.450
136.460
136.470
136.480
136.490
136.500
136.510
136.520
136.530
136.540
136.550
136.560
136.570
136.580
136.590
136.600
136.610
136.620
136.630
136.640
136.650
136.660
136.670
136.680
136.690
136.700
136.710
136.720
136.730
136.740
136.750
136.760
136.770
136.780
136.790
136.800
136.810
136.820
136.830
136.840
136.850
136.860
136.870
136.880
136.890
136.900
136.910
136.920
136.930
136.940
136.950
136.960
136.970
136.980
136.990
137.000
137.010
137.020
137.030
137.040
137.050
137.060
137.070
137.080
137.090
137.100
137.110
137.120
137.130
137.140
137.150
137.160
137.170
137.180
137.190
137.200
137.210
137.220
137.230
137.240
137.250
137.260
137.270
137.280
137.290
137.300
137.310
137.320
137.330
137.340
137.350
137.360
137.370
137.380
137.390
137.400
137.410
137.420
137.430
137.440
137.450
137.460
137.470
137.480
137.490
137.500
137.510
137.520
Wo
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cc
cc
cc
cc
cc
cc
cc
cc
cc
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cc
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cc
cc
cc
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cc
cc
cc
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cc
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cc
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cc
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cc
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cc
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cc
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cc
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Emb
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II
II
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II
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II
II
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C&
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cc
cc
cc
cc
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cc
cc
cc
cc
cc
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cc
cc
cc
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cc
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cc
cc
cc
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cc
cc
cc
cc
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cc
cc
cc
cc
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cc
cc
cc
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Irr
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Wo
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137.520
137.530
137.540
137.550
137.560
137.570
137.580
137.590
137.600
137.610
137.620
137.630
137.640
137.650
137.660
137.670
137.680
137.690
137.700
137.710
137.720
137.730
137.740
137.750
137.760
137.770
137.780
137.790
137.800
137.810
137.820
137.830
137.840
137.850
137.860
137.870
137.880
137.890
137.900
137.910
137.920
137.930
137.940
137.950
137.960
137.970
137.980
137.990
138.000
138.010
138.020
138.030
138.040
138.050
138.060
138.070
138.080
138.090
138.100
138.110
138.120
138.130
138.140
138.150
138.160
138.170
138.180
138.190
138.200
138.210
138.220
138.230
138.240
138.250
138.260
138.270
138.280
138.290
138.300
138.310
138.320
138.330
138.340
138.350
138.360
138.370
138.380
138.390
138.400
138.410
138.420
138.430
138.440
138.450
138.460
138.470
138.480
138.490
138.500
138.510
138.520
138.530
138.540
138.550
138.560
138.570
138.580
138.590
138.600
138.610
138.620
138.630
138.640
138.650
138.660
138.670
138.680
138.690
138.700
138.710
138.720
138.730
138.740
138.750
138.760
Wo
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MPR A
PRIL
20
20
53
Box /
Sla
b C
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Work
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138.760
138.770
138.780
138.790
138.800
138.810
138.820
138.830
138.840
138.850
138.860
138.870
138.880
138.890
138.900
138.910
138.920
138.930
138.940
138.950
138.960
138.970
138.980
138.990
139.000
139.010
139.020
139.030
139.040
139.050
139.060
139.070
139.080
139.090
139.100
139.110
139.120
139.130
139.140
139.150
139.160
139.170
139.180
139.190
139.200
139.210
139.220
139.230
139.240
139.250
139.260
139.270
139.280
139.290
139.300
139.310
139.320
139.330
139.340
139.350
139.360
139.370
139.380
139.390
139.400
139.410
139.420
139.430
139.440
139.450
139.460
139.470
139.480
139.490
139.500
139.510
139.520
139.530
139.540
139.550
139.560
139.570
139.580
139.590
139.600
139.610
139.620
139.630
139.640
139.650
139.660
139.670
139.680
139.690
139.700
139.710
139.720
139.730
139.740
139.750
139.760
139.770
139.780
139.790
139.800
139.810
139.820
139.830
139.840
139.850
139.860
139.870
139.880
139.890
139.900
139.910
139.920
139.930
139.940
139.950
139.960
139.970
139.980
139.990
140.000
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140.000
140.010
140.020
140.030
140.040
140.050
140.060
140.070
140.080
140.090
140.100
140.110
140.120
140.130
140.140
140.150
140.160
140.170
140.180
140.190
140.200
140.210
140.220
140.230
140.240
140.250
140.260
140.270
140.280
140.290
140.300
140.310
140.320
140.330
140.340
140.350
140.360
140.370
140.380
140.390
140.400
140.410
140.420
140.430
140.440
140.450
140.460
140.470
140.480
140.490
140.500
140.510
140.520
140.530
140.540
140.550
140.560
140.570
140.580
140.590
140.600
140.610
140.620
140.630
140.640
140.650
140.660
140.670
140.680
140.690
140.700
140.710
140.720
140.730
140.740
140.750
140.760
140.770
140.780
140.790
140.800
140.810
140.820
140.830
140.840
140.850
140.860
140.870
140.880
140.890
140.900
140.910
140.920
140.930
140.940
140.950
140.960
140.970
140.980
140.990
141.000
141.010
141.020
141.030
141.040
141.050
141.060
141.070
141.080
141.090
141.100
141.110
141.120
141.130
141.140
141.150
141.160
141.170
141.180
141.190
141.200
141.210
141.220
141.230
141.240
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II
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II
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141.240
141.250
141.260
141.270
141.280
141.290
141.300
141.310
141.320
141.330
141.340
141.350
141.360
141.370
141.380
141.390
141.400
141.410
141.420
141.430
141.440
141.450
141.460
141.470
141.480
141.490
141.500
141.510
141.520
141.530
141.540
141.550
141.560
141.570
141.580
141.590
141.600
141.610
141.620
141.630
141.640
141.650
141.660
141.670
141.680
141.690
141.700
141.710
141.720
141.730
141.740
141.750
141.760
141.770
141.780
141.790
141.800
141.810
141.820
141.830
141.840
141.850
141.860
141.870
141.880
141.890
141.900
141.910
141.920
141.930
141.940
141.950
141.960
141.970
141.980
141.990
142.000
142.010
142.020
142.030
142.040
142.050
142.060
142.070
142.080
142.090
142.100
142.110
142.120
142.130
142.140
142.150
142.160
142.170
142.180
142.190
142.200
142.210
142.220
142.230
142.240
142.250
142.260
142.270
142.280
142.290
142.300
142.310
142.320
142.330
142.340
142.350
142.360
142.370
142.380
142.390
142.400
142.410
142.420
142.430
142.440
142.450
142.460
142.470
142.480
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MPR A
PRIL
20
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Box /
Sla
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142.480
142.490
142.500
142.510
142.520
142.530
142.540
142.550
142.560
142.570
142.580
142.590
142.600
142.610
142.620
142.630
142.640
142.650
142.660
142.670
142.680
142.690
142.700
142.710
142.720
142.730
142.740
142.750
142.760
142.770
142.780
142.790
142.800
142.810
142.820
142.830
142.840
142.850
142.860
142.870
142.880
142.890
142.900
142.910
142.920
142.930
142.940
142.950
142.960
142.970
142.980
142.990
143.000
143.010
143.020
143.030
143.040
143.050
143.060
143.070
143.080
143.090
143.100
143.110
143.120
143.130
143.140
143.150
143.160
143.170
143.180
143.190
143.200
143.210
143.220
143.230
143.240
143.250
143.260
143.270
143.280
143.290
143.300
143.310
143.320
143.330
143.340
143.350
143.360
143.370
143.380
143.390
143.400
143.410
143.420
143.430
143.440
143.450
143.460
143.470
143.480
143.490
143.500
143.510
143.520
143.530
143.540
143.550
143.560
143.570
143.580
143.590
143.600
143.610
143.620
143.630
143.640
143.650
143.660
143.670
143.680
143.690
143.700
143.710
143.720
Wo
rkfr
on
t A
vaila
ble
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
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LA
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OC
Irr
ica
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C&
Gc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
Emb
ankm
ent
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
Sub
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CTS
B
WM
M
DB
M
DB
M
WM
M
CTS
B
Sub
-Gra
de
Emb
ankm
ent
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
I
C&
Gc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
- N
OC
Irr
ica
tio
n D
ept
- W
ate
r L
ine
- U
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lectr
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lw
ww
ww
ww
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Wo
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aa
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aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
143.720
143.730
143.740
143.750
143.760
143.770
143.780
143.790
143.800
143.810
143.820
143.830
143.840
143.850
143.860
143.870
143.880
143.890
143.900
143.910
143.920
143.930
143.940
143.950
143.960
143.970
143.980
143.990
144.000
144.010
144.020
144.030
144.040
144.050
144.060
144.070
144.080
144.090
144.100
144.110
144.120
144.130
144.140
144.150
144.160
144.170
144.180
144.190
144.200
144.210
144.220
144.230
144.240
144.250
144.260
144.270
144.280
144.290
144.300
144.310
144.320
144.330
144.340
144.350
144.360
144.370
144.380
144.390
144.400
144.410
144.420
144.430
144.440
144.450
144.460
144.470
144.480
144.490
144.500
144.510
144.520
144.530
144.540
144.550
144.560
144.570
144.580
144.590
144.600
144.610
144.620
144.630
144.640
144.650
144.660
144.670
144.680
144.690
144.700
144.710
144.720
144.730
144.740
144.750
144.760
144.770
144.780
144.790
144.800
144.810
144.820
144.830
144.840
144.850
144.860
144.870
144.880
144.890
144.900
144.910
144.920
144.930
144.940
144.950
144.960
Wo
rkfr
on
t A
vaila
ble
aa
aa
aa
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aa
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aa
aa
aa
aa
aa
aa
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aa
aa
aa
aa
aa
aa
aa
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aa
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aa
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aa
aa
aa
aa
aa
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aa
aa
aa
aa
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aa
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aa
aa
aa
aa
aa
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LA
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ww
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ww
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OC
Irr
ica
tio
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ept
C&
Gc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
Emb
ankm
ent
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
I
Sub
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DB
M
DB
M
WM
M
CTS
B
Sub
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Emb
ankm
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ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
i
C&
Gc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
- N
OC
Irr
ica
tio
n D
ept
- W
ate
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tilit
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ica
l
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Wo
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aa
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aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
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144.960
144.970
144.980
144.990
145.000
145.010
145.020
145.030
145.040
145.050
145.060
145.070
145.080
145.090
145.100
145.110
145.120
145.130
145.140
145.150
145.160
145.170
145.180
145.190
145.200
145.210
145.220
145.230
145.240
145.250
145.260
145.270
145.280
145.290
145.300
145.310
145.320
145.330
145.340
145.350
145.360
145.370
145.380
145.390
145.400
145.410
145.420
145.430
145.440
145.450
145.460
145.470
145.480
145.490
145.500
145.510
145.520
145.530
145.540
145.550
145.560
145.570
145.580
145.590
145.600
145.610
145.620
145.630
145.640
145.650
145.660
145.670
145.680
145.690
145.700
145.710
145.720
145.730
145.740
145.750
145.760
145.770
145.780
145.790
145.800
145.810
145.820
145.830
145.840
145.850
145.860
145.870
145.880
145.890
145.900
145.910
145.920
145.930
145.940
145.950
145.960
145.970
145.980
145.990
146.000
146.010
146.020
146.030
146.040
146.050
146.060
146.070
146.080
146.090
146.100
146.110
146.120
146.130
146.140
146.150
146.160
146.170
146.180
146.190
146.200
Wo
rkfr
on
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ble
aa
aa
aa
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aa
aa
aa
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aa
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aa
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aa
aa
aa
aa
aa
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aa
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LA
pe
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Irr
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C&
Gc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
Emb
ankm
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ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
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ii
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ii
ii
ii
ii
ii
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ii
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ii
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Sub
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CTS
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DB
M
LHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW
Chainage
Chainage
Chainage
LHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW LHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW
MPR A
PRIL
20
20
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Box /
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Work
Fro
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Available
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Pendin
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Tem
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tand
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Wate
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Work
Inpro
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Work
Com
ple
ted
Ch
olo
pu
ram
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han
javu
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roje
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Str
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hart
as
on
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4-2
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Fo
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La
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Km
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of
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Leg
end
DB
M
WM
M
CTS
B
Sub
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Emb
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ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
II
II
II
II
II
II
II
II
II
I
C&
Gc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
- N
OC
Irr
ica
tio
n D
ept
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
N
- W
ate
r L
ine
ww
ww
ww
ww
ww
ww
ww
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- U
tilit
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lectr
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& B
ussta
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Build
ings
- P
aym
ent pe
ndin
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A p
endin
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Wo
rkfr
on
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aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
146.200
146.210
146.220
146.230
146.240
146.250
146.260
146.270
146.280
146.290
146.300
146.310
146.320
146.330
146.340
146.350
146.360
146.370
146.380
146.390
146.400
146.410
146.420
146.430
146.440
146.450
146.460
146.470
146.480
146.490
146.500
146.510
146.520
146.530
146.540
146.550
146.560
146.570
146.580
146.590
146.600
146.610
146.620
146.630
146.640
146.650
146.660
146.670
146.680
146.690
146.700
146.710
146.720
146.730
146.740
146.750
146.760
146.770
146.780
146.790
146.800
146.810
146.820
146.830
146.840
146.850
146.860
146.870
146.880
146.890
146.900
146.910
146.920
146.930
146.940
146.950
146.960
146.970
146.980
146.990
147.000
147.010
147.020
147.030
147.040
147.050
147.060
147.070
147.080
147.090
147.100
147.110
147.120
147.130
147.140
147.150
147.160
147.170
147.180
147.190
147.200
147.210
147.220
147.230
147.240
147.250
147.260
147.270
147.280
147.290
147.300
147.310
147.320
147.330
147.340
147.350
147.360
147.370
147.380
147.390
147.400
147.410
147.420
147.430
147.440
Wo
rkfr
on
t A
vaila
ble
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
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aa
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aa
aa
aa
aa
aa
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- W
ate
r L
ine
ww
ww
ww
ww
ww
ww
ww
w
- N
OC
Irr
ica
tio
n D
ept
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
N
C&
Gc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
Emb
ankm
ent
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
ii
iI
II
II
II
II
II
II
II
II
II
Sub
-Gra
de
CTS
B
WM
M
DB
M
DB
M
WM
M
CTS
B
Sub
-Gra
de
Emb
ankm
ent
ii
ii
ii
ii
ii
ii
ii
ii
ii
C&
Gc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
- N
OC
Irr
ica
tio
n D
ept
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
- W
ate
r L
ine
ww
ww
ww
ww
ww
- U
tilit
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ussta
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Build
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A p
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Wo
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aa
aa
aa
aa
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aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
a
147.440
147.450
147.460
147.470
147.480
147.490
147.500
147.510
147.520
147.530
147.540
147.550
147.560
147.570
147.580
147.590
147.600
147.610
147.620
147.630
147.640
147.650
147.660
147.670
147.680
147.690
147.700
147.710
147.720
147.730
147.740
147.750
147.760
147.770
147.780
147.790
147.800
147.810
147.820
147.830
147.840
147.850
147.860
147.870
147.880
147.890
147.900
147.910
147.920
147.930
147.940
147.950
147.960
147.970
147.980
147.990
148.000
148.010
148.020
148.030
148.040
148.050
148.060
148.070
148.080
148.090
148.100
148.110
148.120
148.130
148.140
148.150
148.160
148.170
148.180
148.190
148.200
148.210
148.220
148.230
148.240
148.250
148.260
148.270
148.280
148.290
148.300
148.310
148.320
148.330
148.340
148.350
148.360
148.370
148.380
148.390
148.400
148.410
148.420
148.430
148.440
148.450
148.460
148.470
148.480
148.490
148.500
148.510
148.520
148.530
148.540
148.550
148.560
148.570
148.580
148.590
148.600
148.610
148.620
148.630
148.640
148.650
148.660
148.670
148.680
Wo
rkfr
on
t A
vaila
ble
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
a
LA
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ndin
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ww
ww
ww
ww
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OC
Irr
ica
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ept
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
NN
C&
Gc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
Emb
ankm
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Sub
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B
WM
M
DB
M
DB
M
WM
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CTS
B
Sub
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Emb
ankm
ent
C&
Gc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
- N
OC
Irr
ica
tio
n D
ept
NN
NN
NN
- W
ate
r L
ine
ww
- U
tilit
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lectr
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Wo
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aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
a
148.680
148.690
148.700
148.710
148.720
148.730
148.740
148.750
148.760
148.770
148.780
148.790
148.800
148.810
148.820
148.830
148.840
148.850
148.860
148.870
148.880
148.890
148.900
148.910
148.920
148.930
148.940
148.950
148.960
148.970
148.980
148.990
149.000
149.010
149.020
149.030
149.040
149.050
149.060
149.070
149.080
149.090
149.100
149.110
149.120
149.130
149.140
149.150
149.160
149.170
149.180
149.190
149.200
149.210
149.220
149.230
149.240
149.250
149.260
149.270
149.280
149.290
149.300
149.310
149.320
149.330
149.340
149.350
149.360
149.370
149.380
149.390
149.400
149.410
149.420
149.430
149.440
149.450
149.460
149.470
149.480
149.490
149.500
149.510
149.520
149.530
149.540
149.550
149.560
149.570
149.580
149.590
149.600
149.610
149.620
149.630
149.640
149.650
149.660
149.670
149.680
149.690
149.700
149.710
149.720
149.730
149.740
149.750
149.760
149.770
149.780
149.790
149.800
149.810
149.820
149.830
149.840
149.850
149.860
149.870
149.880
149.890
149.900
149.910
149.920
Wo
rkfr
on
t A
vaila
ble
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
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aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
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aa
aa
aa
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aa
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aa
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aa
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aa
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Irr
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NN
C&
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cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
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cc
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cc
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Emb
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ii
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ii
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ii
ii
ii
ii
ii
ii
ii
ii
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C&
Gc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
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cc
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Irr
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aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
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aa
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aa
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aa
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aa
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aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
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aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
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149.920
149.930
149.940
149.950
149.960
149.970
149.980
149.990
150.000
150.010
150.020
150.030
150.040
150.050
150.060
150.070
150.080
150.090
150.100
150.110
150.120
150.130
150.140
150.150
150.160
150.170
150.180
150.190
150.200
150.210
150.220
150.230
150.240
150.250
150.260
150.270
150.280
150.290
150.300
150.310
150.320
150.330
150.340
150.350
150.360
150.370
150.380
150.390
150.400
150.410
150.420
150.430
150.440
150.450
150.460
150.470
150.480
150.490
150.500
150.510
150.520
150.530
150.540
150.550
150.560
150.570
150.580
150.590
150.600
150.610
150.620
150.630
150.640
150.650
150.660
150.670
150.680
150.690
150.700
150.710
150.720
150.730
150.740
150.750
150.760
150.770
150.780
150.790
150.800
150.810
150.820
150.830
150.840
150.850
150.860
150.870
150.880
150.890
150.900
150.910
150.920
150.930
150.940
150.950
150.960
150.970
150.980
150.990
151.000
151.010
151.020
151.030
151.040
151.050
151.060
151.070
151.080
151.090
151.100
151.110
151.120
151.130
151.140
151.150
151.160
Wo
rkfr
on
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vaila
ble
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
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aa
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aa
aa
aa
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aa
aa
aa
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aa
aa
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aa
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aa
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aa
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Irr
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N
C&
Gc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
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cc
cc
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Emb
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M
DB
M
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Sub
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cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
- N
OC
Irr
ica
tio
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ept
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Wo
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aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
a
151.160
151.170
151.180
151.190
151.200
151.210
151.220
151.230
151.240
151.250
151.260
151.270
151.280
151.290
151.300
151.310
151.320
151.330
151.340
151.350
151.360
151.370
151.380
151.390
151.400
151.410
151.420
151.430
151.440
151.450
151.460
151.470
151.480
151.490
151.500
151.510
151.520
151.530
151.540
151.550
151.560
151.570
151.580
151.590
151.600
151.610
151.620
151.630
151.640
151.650
151.660
151.670
151.680
151.690
151.700
151.710
151.720
151.730
151.740
151.750
151.760
151.770
151.780
151.790
151.800
151.810
151.820
151.830
151.840
151.850
151.860
151.870
151.880
151.890
151.900
151.910
151.920
151.930
151.940
151.950
151.960
151.970
151.980
151.990
152.000
152.010
152.020
152.030
152.040
152.050
152.060
152.070
152.080
152.090
152.100
152.110
152.120
152.130
152.140
152.150
152.160
152.170
152.180
152.190
152.200
152.210
152.220
152.230
152.240
152.250
152.260
152.270
152.280
152.290
152.300
152.310
152.320
152.330
152.340
152.350
152.360
152.370
152.380
152.390
152.400
Wo
rkfr
on
t A
vaila
ble
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
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LA
pe
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Irr
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C&
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cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
Emb
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M
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cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
cc
- N
OC
Irr
ica
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ept
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aa
aa
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aa
aa
aa
aa
aa
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aa
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aa
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aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
aa
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aa
aa
aa
aa
aa
aa
aa
aa
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152.400
152.410
152.420
152.430
152.440
152.450
152.460
152.470
152.480
152.490
152.500
152.510
152.520
152.530
152.540
152.550
152.560
152.570
152.580
152.590
152.600
152.610
152.620
152.630
152.640
152.650
152.660
152.670
152.680
152.690
152.700
152.710
152.720
152.730
152.740
152.750
152.760
152.770
152.780
152.790
152.800
152.810
152.820
152.830
152.840
152.850
152.860
152.870
152.880
152.890
152.900
152.910
152.920
152.930
152.940
152.950
152.960
152.970
152.980
152.990
153.000
153.010
153.020
153.030
153.040
153.050
153.060
153.070
153.080
153.090
153.100
153.110
153.120
153.130
153.140
153.150
153.160
153.170
153.180
153.190
153.200
153.210
153.220
153.230
153.240
153.250
153.260
153.270
153.280
153.290
153.300
153.310
153.320
153.330
153.340
153.350
153.360
153.370
153.380
153.390
153.400
153.410
153.420
153.430
153.440
153.450
153.460
153.470
153.480
153.490
153.500
153.510
153.520
153.530
153.540
153.550
153.560
153.570
153.580
153.590
153.600
153.610
153.620
153.630
153.640
Wo
rkfr
on
t A
vaila
ble
aa
aa
aa
aa
aa
aa
aa
aa
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aa
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aa
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LHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW
Chainage
Chainage
Chainage
LHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW LHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW
MPR A
PRIL
20
20
57
Box /
Sla
b C
ulv
ert
sM
inor
Bridge
Majo
r Bridge /
RO
BVU
P/L
VU
PG
S
Work
Fro
nt
Available
LA P
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gPaym
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Work
Com
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ted
Ch
olo
pu
ram
- T
han
javu
r P
roje
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Str
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hart
as
on
30-0
4-2
020
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lop
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m t
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ha
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.11
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153.640
153.650
153.660
153.670
153.680
153.690
153.700
153.710
153.720
153.730
153.740
153.750
153.760
153.770
153.780
153.790
153.800
153.810
153.820
153.830
153.840
153.850
153.860
153.870
153.880
153.890
153.900
153.910
153.920
153.930
153.940
153.950
153.960
153.970
153.980
153.990
154.000
154.010
154.020
154.030
154.040
154.050
154.060
154.070
154.080
154.090
154.100
154.110
154.120
154.130
154.140
154.150
154.160
154.170
154.180
154.190
154.200
154.210
154.220
154.230
154.240
154.250
154.260
154.270
154.280
154.290
154.300
154.310
154.320
154.330
154.340
154.350
154.360
154.370
154.380
154.390
154.400
154.410
154.420
154.430
154.440
154.450
154.460
154.470
154.480
154.490
154.500
154.510
154.520
154.530
154.540
154.550
154.560
154.570
154.580
154.590
154.600
154.610
154.620
154.630
154.640
154.650
154.660
154.670
154.680
154.690
154.700
154.710
154.720
154.730
154.740
154.750
154.760
154.770
154.780
154.790
154.800
154.810
154.820
154.830
154.840
154.850
154.860
154.870
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154.930
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155.020
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155.100
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155.130
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155.200
155.210
155.220
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155.240
155.250
155.260
155.270
155.280
155.290
155.300
155.310
155.320
155.330
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155.350
155.360
155.370
155.380
155.390
155.400
155.410
155.420
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155.440
155.450
155.460
155.470
155.480
155.490
155.500
155.510
155.520
155.530
155.540
155.550
155.560
155.570
155.580
155.590
155.600
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156.020
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156.240
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156.270
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156.380
156.390
156.400
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156.420
156.430
156.440
156.450
156.460
156.470
156.480
156.490
156.500
156.510
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156.530
156.540
156.550
156.560
156.570
156.580
156.590
156.600
156.610
156.620
156.630
156.640
156.650
156.660
156.670
156.680
156.690
156.700
156.710
156.720
156.730
156.740
156.750
156.760
156.770
156.780
156.790
156.800
156.810
156.820
156.830
156.840
156.850
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RHS-Wokfront / Issues RHS-MCWRHS-Wokfront / Issues RHS-MCW LHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW LHS-MCW LHS-Wokfront / IssuesLHS-MCW
Chainage
Chainage
LHS-Wokfront / Issues
MPR A
PRIL
20
20
58
Box /
Sla
b C
ulv
ert
sM
inor
Bridge
Majo
r Bridge /
RO
BVU
P/L
VU
PG
S
Work
Fro
nt
Available
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tand
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eN
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ation D
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Work
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Work
Com
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ted
Ch
olo
pu
ram
- T
han
javu
r P
roje
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Str
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hart
as
on
30-0
4-2
020
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lop
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m t
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157.800
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157.830
157.840
157.850
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157.870
157.880
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158.450
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158.480
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II
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cc
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cc
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cc
cc
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cc
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cc
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cc
cc
cc
cc
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- N
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158.600
158.610
158.620
158.630
158.640
158.650
158.660
158.670
158.680
158.690
158.700
158.710
158.720
158.730
158.740
158.750
158.760
158.770
158.780
158.790
158.800
158.810
158.820
158.830
158.840
158.850
158.860
158.870
158.880
158.890
158.900
158.910
158.920
158.930
158.940
158.950
158.960
158.970
158.980
158.990
159.000
159.010
159.020
159.030
159.040
159.050
159.060
159.070
159.080
159.090
159.100
159.110
159.120
159.130
159.140
159.150
159.160
159.170
159.180
159.190
159.200
159.210
159.220
159.230
159.240
159.250
159.260
159.270
159.280
159.290
159.300
159.310
159.320
159.330
159.340
159.350
159.360
159.370
159.380
159.390
159.400
159.410
159.420
159.430
159.440
159.450
159.460
159.470
159.480
159.490
159.500
159.510
159.520
159.530
159.540
159.550
159.560
159.570
159.580
159.590
159.600
159.610
159.620
159.630
159.640
159.650
159.660
159.670
159.680
159.690
159.700
159.710
159.720
159.730
159.740
159.750
159.760
159.770
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159.800
159.810
159.820
159.830
159.840
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Emb
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159.840
159.850
159.860
159.870
159.880
159.890
159.900
159.910
159.920
159.930
159.940
159.950
159.960
159.970
159.980
159.990
160.000
160.010
160.020
160.030
160.040
160.050
160.060
160.070
160.080
160.090
160.100
160.110
160.120
160.130
160.140
160.150
160.160
160.170
160.180
160.190
160.200
160.210
160.220
160.230
160.240
160.250
160.260
160.270
160.280
160.290
160.300
160.310
160.320
160.330
160.340
160.350
160.360
160.370
160.380
160.390
160.400
160.410
160.420
160.430
160.440
160.450
160.460
160.470
160.480
160.490
160.500
160.510
160.520
160.530
160.540
160.550
160.560
160.570
160.580
160.590
160.600
160.610
160.620
160.630
160.640
160.650
160.660
160.670
160.680
160.690
160.700
160.710
160.720
160.730
160.740
160.750
160.760
160.770
160.780
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160.800
160.810
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160.830
160.840
160.850
160.860
160.870
160.880
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160.910
160.920
160.930
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160.960
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MPR A
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161.080
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161.500
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161.530
161.540
161.550
161.560
161.570
161.580
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161.600
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161.660
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cc
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cc
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cc
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cc
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cc
cc
cc
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162.320
162.330
162.340
162.350
162.360
162.370
162.380
162.390
162.400
162.410
162.420
162.430
162.440
162.450
162.460
162.470
162.480
162.490
162.500
162.510
162.520
162.530
162.540
162.550
162.560
162.570
162.580
162.590
162.600
162.610
162.620
162.630
162.640
162.650
162.660
162.670
162.680
162.690
162.700
162.710
162.720
162.730
162.740
162.750
162.760
162.770
162.780
162.790
162.800
162.810
162.820
162.830
162.840
162.850
162.860
162.870
162.880
162.890
162.900
162.910
162.920
162.930
162.940
162.950
162.960
162.970
162.980
162.990
163.000
163.010
163.020
163.030
163.040
163.050
163.060
163.070
163.080
163.090
163.100
163.110
163.120
163.130
163.140
163.150
163.160
163.170
163.180
163.190
163.200
163.210
163.220
163.230
163.240
163.250
163.260
163.270
163.280
163.290
163.300
163.310
163.320
163.330
163.340
163.350
163.360
163.370
163.380
163.390
163.400
163.410
163.420
163.430
163.440
163.450
163.460
163.470
163.480
163.490
163.500
163.510
163.520
163.530
163.540
163.550
163.560
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163.560
163.570
163.580
163.590
163.600
163.610
163.620
163.630
163.640
163.650
163.660
163.670
163.680
163.690
163.700
163.710
163.720
163.730
163.740
163.750
163.760
163.770
163.780
163.790
163.800
163.810
163.820
163.830
163.840
163.850
163.860
163.870
163.880
163.890
163.900
163.910
163.920
163.930
163.940
163.950
163.960
163.970
163.980
163.990
164.000
164.010
164.020
164.030
164.040
164.050
164.060
164.070
164.080
164.090
164.100
164.110
164.120
164.130
164.140
164.150
164.160
164.170
164.180
164.190
164.200
164.210
164.220
164.230
164.240
164.250
164.260
164.270
164.275
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C
Chainage
Chainage
Chainage
LHS-MCW RHS-Wokfront / Issues RHS-MCWLHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW LHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW LHS-MCW LHS-Wokfront / Issues
MPR A
PRIL
20
20
60
0.5
1
MPR
APRIL
20
20
Sr.
No.
Desi
gn
Chain
age A
s
per
CA
Revi
sed D
esi
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Chain
age
Num
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and
Length
of Spans
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Rem
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s
(As
per
Sch
d B
)
Typ
e o
f Exi
stin
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Struct
ure
Protection
Work
Return Wall &
Parapet
Slab
Wall
Raft
PCC
Granular
Filling
Excavation
Excavation
Granular
Filling
PCC
Raft
Wall
Slab
Return Wall &
Parapet
Protection
Work
11
16
.60
21 x
2.0
mW
idenin
gSla
b C
ulv
ert
11
21
16
.83
71 x
2.0
mW
idenin
gSla
b C
ulv
ert
0
31
16
.95
41 x
1.6
mW
idenin
gSla
b C
ulv
ert
0
41
20
.06
81 x
3.0
Reco
nst
ruct
ion
Sla
b C
ulv
ert
0
51
20
.28
01 x
1.5
Reco
nst
ruct
ion
Sla
b C
ulv
ert
0
61
20
.34
61 x
1.5
Reco
nst
ruct
ion
Box
Culv
ert
0
71
20
.83
61 x
2.0
mW
idenin
gBox
Culv
ert
0
81
21
.54
01 x
3.0
mW
idenin
gSla
b C
ulv
ert
0
91
21
.68
31
21
.69
31 x
1.5
mW
idenin
gSla
b C
ulv
ert
11
11
11
11
11
1
10
12
1.8
85
12
1.8
95
2 x
1.0
mW
idenin
gPip
e C
ulv
ert
11
11
11
11
11
11
11
1
11
12
2.3
75
12
2.3
85
1 x
1.0
mW
idenin
gPip
e C
ulv
ert
11
11
11
11
11
11
11
1
12
12
2.4
97
12
2.5
08
2 x
1.0
mW
idenin
gPip
e C
ulv
ert
11
11
11
11
11
11
11
1
13
12
2.6
78
12
2.6
88
2 x
1.0
mW
idenin
gPip
e C
ulv
ert
11
11
11
11
11
11
11
1
14
12
2.8
35
12
2.8
45
1 x
3.0
mW
idenin
gSla
b C
ulv
ert
11
11
11
11
11
11
11
1
15
12
2.9
43
12
2.9
52
2 x
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mW
idenin
gPip
e C
ulv
ert
11
11
11
11
11
11
11
1
16
12
4.1
18
12
4.1
20
1 x
1.5
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idenin
gSla
b C
ulv
ert
11
11
11
11
11
11
11
17
12
4.8
20
12
4.8
23
1 x
1.0
mW
idenin
gPip
e C
ulv
ert
11
11
11
11
11
11
11
18
12
5.6
82
1 x
1.5
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idenin
gSla
b C
ulv
ert
11
19
12
6.8
36
12
6.8
54
1 x
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Reco
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ruct
ion
Sla
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ulv
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11
11
11
11
11
11
1
20
12
6.9
87
1 x
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Reco
nst
ruct
ion
Sla
b C
ulv
ert
0
21
12
7.4
88
12
7.4
98
1 x
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Reco
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ruct
ion
Pip
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ulv
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11
11
11
1
22
12
7.6
00
12
7.6
12
3 x
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Reco
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ruct
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Pip
e C
ulv
ert
11
11
11
1
23
12
7.7
88
12
7.8
00
1 x
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mW
idenin
gPip
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ulv
ert
11
11
11
11
11
11
1
24
12
8.2
67
12
8.2
79
1 x
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mW
idenin
gPip
e C
ulv
ert
11
11
11
1
25
12
8.4
94
12
8.5
05
1 x
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Reco
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ruct
ion
Pip
e C
ulv
ert
11
11
11
1
26
12
8.6
75
1 x
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Reco
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ruct
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Box
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0
27
12
8.6
82
1 x
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Reco
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ruct
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Sla
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ulv
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0
28
12
8.7
27
3 x
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Reco
nst
ruct
ion
Pip
e C
ulv
ert
11
11
11
1
29
12
8.9
04
12
8.9
16
1 x
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Reco
nst
ruct
ion
Pip
e C
ulv
ert
11
11
11
1
30
12
9.0
67
12
9.0
79
1 x
1.2
Reco
nst
ruct
ion
Pip
e C
ulv
ert
11
11
11
1
31
12
9.2
46
12
9.2
60
1 x
0.9
mW
idenin
gPip
e C
ulv
ert
11
11
11
1
32
12
9.5
07
12
9.5
19
1 x
3.0
mW
idenin
gSla
b C
ulv
ert
11
11
11
1
33
12
9.7
07
1x2.5
mW
idenin
gSla
b C
ulv
ert
0
34
12
9.8
23
12
9.8
35
1 x
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mW
idenin
gPip
e C
ulv
ert
11
11
11
1
35
13
0.0
96
1 x
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Reco
nst
ruct
ion
Pip
e C
ulv
ert
0
36
13
0.3
07
13
0.3
18
1 x
1.5
Reco
nst
ruct
ion
Sla
b C
ulv
ert
11
11
11
11
37
13
0.3
57
13
0.3
68
1 x
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Reco
nst
ruct
ion
Sla
b C
ulv
ert
11
11
38
13
0.6
80
13
0.6
93
2 x
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Reco
nst
ruct
ion
Pip
e C
ulv
ert
11
11
11
11
11
1
39
13
0.8
27
13
0.8
39
1 x
0.9
mW
idenin
gPip
e C
ulv
ert
11
11
11
11
40
13
0.9
89
1 x
3.0
mW
idenin
gSla
b C
ulv
ert
0
41
13
1.1
46
13
1.1
59
1 x
0.9
mW
idenin
gPip
e C
ulv
ert
11
11
11
11
11
42
13
1.5
05
1 x
3.0
Reco
nst
ruct
ion
Sla
b C
ulv
ert
0
43
13
1.7
22
13
1.7
33
1 x
1.2
Reco
nst
ruct
ion
Pip
e C
ulv
ert
11
11
11
11
11
11
1
44
13
1.7
80
13
1.7
92
1 x
1.2
Reco
nst
ruct
ion
Pip
e C
ulv
ert
11
11
11
11
11
11
1
45
13
2.3
00
13
2.3
18
1 x
3.0
mW
idenin
gSla
b C
ulv
ert
11
11
11
11
11
11
11
46
13
2.5
57
13
2.5
71
1 x
3.0
mW
idenin
gSla
b C
ulv
ert
11
11
11
1
47
13
2.7
30
13
2.7
42
1 x
3.0
mW
idenin
gSla
b C
ulv
ert
11
11
11
11
48
13
2.7
89
13
2.8
03
1 x
2.0
mW
idenin
gSla
b C
ulv
ert
11
11
11
11
11
11
11
1
49
13
3.1
15
13
3.1
28
1 x
5.0
mW
idenin
gSla
b C
ulv
ert
11
11
11
11
11
11
1
50
13
3.2
10
13
3.2
22
1 x
2.0
mW
idenin
gSla
b C
ulv
ert
11
11
11
11
51
13
3.2
40
13
3.2
68
1 x
0.9
mW
idenin
gPip
e C
ulv
ert
11
11
11
1
52
13
3.6
35
13
3.5
79
1 x
2.0
Reco
nst
ruct
ion
Sla
b C
ulv
ert
11
11
11
1
53
13
3.7
34
13
3.7
48
1 x
2.0
Reco
nst
ruct
ion
Sla
b C
ulv
ert
11
11
11
11
54
13
3.9
35
1 x
1.2
Reco
nst
ruct
ion
Pip
e C
ulv
ert
0
55
13
3.9
87
1 x
1.5
Reco
nst
ruct
ion
Sla
b C
ulv
ert
0
56
16
3.7
00
16
3.7
00
2 x
0.9
mW
idenin
gPip
e C
ulv
ert
11
11
11
11
11
11
11
57
16
3.7
93
16
3.7
94
1 x
0.9
mW
idenin
gPip
e C
ulv
ert
11
11
11
11
11
1
Four
Lanin
g o
f C
holo
pura
m to T
hanja
vur
from
Km
.116.4
40 to K
m.1
64.2
75 S
ect
ion o
f N
H45C
in the s
tate
of Tam
il N
adu U
nder
NH
DP P
hase
-IV o
n H
ybrid A
nnuity
Mode
Table
4.2
- 1
: S
trip
Chart for
statu
s of Box
Culv
erts
on E
xist
ing R
oad
( M
ain
Carr
iagew
ay
)IN
PRO
GRESS
CO
MPLE
TED
LHS
RH
S MPR A
PRIL
2020
61
0.5
1
MPR
APRIL
2020
Sr.
No.
Desi
gn
Chain
age A
s
per
CA
Revi
sed
Desi
gn
Chain
age
Num
ber
and
Length
of Spans
(m)
Rem
ark
s
(As
per
Sch
d B
)
Typ
e o
f Exi
stin
g
Struct
ure
T a r g e
Protection
Work
Return Wall
& Parapet
Slab
Wall
Raft
PCC
Granular
Filling
Excavation
Excavation
Granular
Filling
PCC
Raft
Wall
Slab
Return Wall
& Parapet
Protection
Work
1120.0
68
120.068
1 x
3.0
Reco
nst
ruct
ion
Sla
b C
ulv
ert
0
2120.2
80
120.288
1 x
1.5
Reco
nst
ruct
ion
Sla
b C
ulv
ert
0
3120.3
46
120.356
1 x
1.5
Reco
nst
ruct
ion
Box
Culv
ert
0
4126.8
36
126.829
1 x
3.0
Reco
nst
ruct
ion
Sla
b C
ulv
ert
0
5126.9
87
127.007
1 x
2.0
Reco
nst
ruct
ion
Sla
b C
ulv
ert
0
6127.4
88
127.433
1 x
1.2
Reco
nst
ruct
ion
Pip
e C
ulv
ert
0
7127.6
00
127.612
3 x
1.2
Reco
nst
ruct
ion
Pip
e C
ulv
ert
0
8128.4
94
128.504
1 x
1.2
Reco
nst
ruct
ion
Pip
e C
ulv
ert
0
9128.6
75
128.667
1 x
2.0
Reco
nst
ruct
ion
Box
Culv
ert
0
10
128.6
82
128.674
1 x
2.0
Reco
nst
ruct
ion
Sla
b C
ulv
ert
0
11
128.7
27
128.738
3 x
1.2
Reco
nst
ruct
ion
Pip
e C
ulv
ert
0
12
128.9
04
128.916
1 x
1.2
Reco
nst
ruct
ion
Pip
e C
ulv
ert
13
129.0
67
129.079
1 x
1.2
Reco
nst
ruct
ion
Pip
e C
ulv
ert
14
130.0
96
130.109
1 x
1.2
Reco
nst
ruct
ion
Pip
e C
ulv
ert
0
15
130.3
07
130.318
1 x
1.5
Reco
nst
ruct
ion
Sla
b C
ulv
ert
0
16
130.3
57
130.369
1 x
1.5
Reco
nst
ruct
ion
Sla
b C
ulv
ert
0
17
130.6
80
130.692
2 x
1.2
Reco
nst
ruct
ion
Pip
e C
ulv
ert
0
18
131.1
46
131.159
1 X
0.9
Wid
enin
gPip
e C
ulv
ert
19
131.5
05
131.516
1 x
3.0
Reco
nst
ruct
ion
Sla
b C
ulv
ert
0
20
131.7
22
131.732
1 x
1.2
Reco
nst
ruct
ion
Pip
e C
ulv
ert
0
21
131.7
80
131.791
1 x
1.2
Reco
nst
ruct
ion
Pip
e C
ulv
ert
0
22
133.6
35
133.579
1 x
2.0
Reco
nst
ruct
ion
Sla
b C
ulv
ert
23
133.7
34
133.747
1 x
2.0
Reco
nst
ruct
ion
Sla
b C
ulv
ert
0
24
133.9
35
133.938
1 x
1.2
Reco
nst
ruct
ion
Pip
e C
ulv
ert
0
25
133.9
87
133.979
1 x
1.2
Reco
nst
ruct
ion
Pip
e C
ulv
ert
Four
Lanin
g o
f C
holo
pura
m to T
hanja
vur
from
Km
.11
6.4
40
to K
m.1
64
.275
Sect
ion o
f N
H45
C in the s
tate
of Tam
il N
adu U
nder
NH
DP P
hase
-IV o
n H
ybrid
Annuity
Mode
Table
4.2
- 1
: S
trip
Chart for
statu
s of Box
Culv
erts
on E
xist
ing R
oad
( Serv
ice R
oad )
IN P
RO
GRESS
CO
MPLE
TED
LHS
RH
S
MPR A
PRIL
2020
62
0.5
1
MPR
APRIL
20
20
Sr.
No.
Desi
gn
Chain
age A
s
per
CA
Revi
sed D
esi
gn
Chain
age
Num
ber
and
Length
of Spans
(m)
Rem
ark
sTyp
e o
f Struct
ure
Protection
Work
Return Wall
& Parapet
Slab
Wall
Raft
PCC
Granular
Filling
Excavation
Excavation
Granular
Filling
PCC
Raft
Wall
Slab
Return Wall
& Parapet
Protection
Work
1119.9
71
119.8
79
1 x
1.5
Reco
nst
ruct
ion
Sla
b C
ulv
ert
11
11
11
11
11
11
1
2134.5
00
134.5
14
1 x
2.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
1
3138.4
92
138.5
23
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
1
4139.8
27
139.8
56
1 x
2.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
11
1
5140.0
10
140.0
40
1 x
2.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
11
1
6140.2
92
140.3
22
1 x
3.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
11
1
7140.9
11
140.9
45
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
11
1
8142.1
89
142.0
48
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
11
1
9142.7
76
142.8
12
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
11
1
10
144.4
26
144.5
00
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
1
11
146.0
49
146.0
79
1 x
3.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
11
1
12
147.0
60
147.0
93
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
11
1
13
148.6
50
148.6
50
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
1
14
150.2
37
150.2
65
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
1
15
150.7
80
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
0
16
152.3
90
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
0
17
153.7
81
1 x
2.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
0
18
154.1
29
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
0
19
154.9
00
1 x
3.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
0
20
155.3
81
1 x
3.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
0
21
155.6
01
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
0
22
155.6
45
1 x
3.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
0
23
155.7
43
1 x
2.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
0
24
155.9
38
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
0
25
156.9
84
1 x
3.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
0
26
157.2
83
157.3
10
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
1
27
157.6
78
157.7
01
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
11
1
28
158.2
83
158.3
10
1 x
2.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
1
29
158.5
31
158.5
58
1 x
2.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
30
158.6
39
158.6
65
1 x
2.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
1
31
158.8
52
158.8
22
1 x
5.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
11
32
159.2
82
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
1
33
159.3
61
159.3
85
1 x
3.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
1
34
160.1
57
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
1
35
160.3
26
1 x
3.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
1
36
160.4
20
1 x
2.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
37
160.5
72
160.5
94
1 x
2.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
1
38
160.6
35
160.6
58
1 x
2.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
11
39
160.7
33
1 x
2.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
0
40
160.7
98
160.8
50
1 x
2.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
11
1
41
161.2
88
161.3
10
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
11
1
42
161.4
99
161.5
01
1 x
2.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
11
1
43
161.5
73
161.5
95
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
11
44
161.6
93
161.7
17
1 x
2.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
11
1
45
161.7
57
161.7
59
1 x
2.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
11
1
46
162.2
43
162.2
55
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
11
11
11
11
11
11
11
1
Four
Lanin
g o
f C
holo
pura
m to T
hanja
vur
from
Km
.11
6.4
40
to K
m.1
64
.27
5 S
ect
ion o
f N
H4
5C
in the s
tate
of Tam
il N
adu U
nder
NH
DP P
hase
-IV o
n H
ybrid
Annuity
Mode
Table
4.2
- 2
: S
trip
Chart for
statu
s of Box
Culv
erts
on B
ypass
( M
ain
Carr
iagew
ay
)IN
PRO
GRESS
CO
MPLE
TED
LHS
RH
S
MPR A
PRIL
20
20
63
0.5
1
MPR
APRIL
20
20
Sr.
No.
Desi
gn
Chain
age A
s
per
CA
Revi
sed D
esi
gn
Chain
age
Num
ber
and
Length
of Spans
(m)
Rem
ark
sTyp
e o
f Struct
ure
Protection
Work
Return Wall
& Parapet
Slab
Wall
Raft
PCC
Granular
Filling
Excavation
Excavation
Granular
Filling
PCC
Raft
Wall
Slab
Return Wall
& Parapet
Protection
Work
1119.9
71
119.978
1 x
1.5
Reco
nst
ruct
ion
Sla
b C
ulv
ert
0
2134.5
00
134.515
1 x
2.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
0
3138.4
92
138.503
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
0
4144.4
26
144.500
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
0
5150.2
37
150.268
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
0
6156.9
84
156.991
1 x
3.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
0
7157.2
83
157.289
1 x
4.0
m x
2.0
mN
ew
Cost
ruct
ion
Box
Culv
ert
0
Four
Lanin
g o
f C
holo
pura
m to T
hanja
vur
from
Km
.11
6.4
40
to K
m.1
64
.27
5 S
ect
ion o
f N
H4
5C
in the s
tate
of Tam
il N
adu U
nder
NH
DP P
hase
-IV o
n H
ybrid A
nnuity
Mode
Table
4.2
- 2
: S
trip
Chart for
statu
s of Box
Culv
erts
on B
ypass
( Serv
ice R
oad )
IN P
RO
GRESS
CO
MPLE
TED
LHS
RH
S
MPR A
PRIL
20
20
64
0.5
1
MPR
APRIL
20
20
Sr.
No.
Desi
gn C
hain
age
As
per
CA
Revi
sed
Chain
age
Num
ber
and
Length
of Spans
(m)
Typ
e o
f Struct
ure
Stretc
h
Protection
Work
Retaing
Wall + CB
Slab
Wall
Raft
PCC
Granular
Filling
Excavation
Excavation
Granular
Filling
PCC
Raft
Wall
Slab
Retaing
Wall + CB
Protection
Work
11
21
.02
41
x 6
.0m
MN
BB
Exi
stin
g1
11
11
11
21
22
.04
63
x 7
.5m
MN
BB
Exi
stin
g
11
17
.76
41
17
.76
42
x 1
0.0
mM
NBB
Byp
ass
11
11
11
11
11
11
1
21
18
.21
71
18
.11
01
x 8
.0m
MN
BB
Byp
ass
0.1
11
11
11
11
11
11
10.1
31
18
.40
01
19
.57
01
x 6
.0m
MN
BB
Byp
ass
11
11
11
11
11
11
11
1
41
18
.48
01
18
.48
01
x 6
.0m
MN
BB
Byp
ass
11
11
11
11
11
11
11
1
51
18
.53
91
18
.54
81
x 8
.0m
MN
BB
Byp
ass
11
11
11
11
11
11
1
61
18
.91
91
19
.10
01
x 6
.0m
MN
BB
Byp
ass
0.6
11
11
11
11
11
11
11
71
26
.13
42
X
10
.0m
MN
BB
Byp
ass
81
34
.32
02
x 1
0.0
mM
NBB
Byp
ass
91
34
.77
01
34
.77
41
x 1
0.0
mM
NBB
Byp
ass
0.2
11
11
11
11
10.2
10
13
6.7
05
13
6.7
38
1 x
6.0
mM
NBB
Byp
ass
11
11
11
11
11
11
11
1
11
13
8.5
55
13
8.5
85
1 x
6.0
mM
NBB
Byp
ass
0.1
11
11
11
11
10.1
12
13
8.9
01
13
8.9
35
6 x
7.5
mM
NBB
Byp
ass
13
13
9.1
05
13
9.1
38
2 x
15
mM
NBB
Byp
ass
11
11
11
1
14
13
9.2
99
13
9.3
35
4 x
7.5
mM
NBB
Byp
ass
15
13
9.4
53
1 x
7.0
mM
NBB
Byp
ass
16
14
0.6
05
14
0.6
37
1 x
6.0
mM
NBB
Byp
ass
0.25
11
11
11
11
11
11
10.25
17
14
0.8
60
14
0.8
92
1 x
8.0
mM
NBB
Byp
ass
0.25
11
11
11
11
11
11
10.25
18
14
1.1
64
14
1.1
45
1 x
10
.0m
MN
BB
Byp
ass
0.25
11
11
11
11
11
11
10.25
19
14
1.4
45
1 x
8.0
mM
NBB
Byp
ass
20
14
1.7
27
14
1.7
60
1 x
8.0
mM
NBB
Byp
ass
11
11
11
11
11
11
1
21
14
2.2
04
14
2.2
35
1 x
8.0
mM
NBB
Byp
ass
11
11
11
11
11
11
11
1
22
14
2.6
57
14
2.6
87
1 x
6.0
mM
NBB
Byp
ass
0.2
11
11
11
11
11
11
10.2
23
14
2.8
97
14
2.9
32
2 x
8.0
mM
NBB
Byp
ass
11
11
11
11
11
11
1
24
14
3.1
15
14
3.1
36
6 x
7.5
mM
NBB
Byp
ass
25
14
3.8
23
14
3.8
52
2 x
8.0
mM
NBB
Byp
ass
0.2
11
11
11
11
11
11
10.2
26
14
4.0
00
14
3.9
95
2 x
10
.0m
MN
BB
Byp
ass
0.7
11
11
11
11
0.7
27
14
6.6
39
1 x
10
.0m
MN
BB
Byp
ass
28
14
7.3
96
14
7.4
26
1 x
8.0
mM
NBB
Byp
ass
0.7
11
11
11
11
10.6
29
14
8.5
60
14
8.5
92
1 x
8.0
mM
NBB
Byp
ass
11
11
11
11
11
0.6
30
14
4.8
80
14
4.9
16
4 x
7.5
mM
NBB
Byp
ass
11
11
11
11
31
14
9.9
40
14
9.9
62
1 x
10
.0m
MN
BB
Byp
ass
0.8
11
11
11
11
10.7
32
14
9.9
97
1 x
6.0
mM
NBB
Byp
ass
33
15
2.8
76
2 x
10
.0m
MN
BB
Byp
ass
34
15
3.2
63
15
3.2
87
1 x
10
.0m
MN
BB
Byp
ass
0.1
11
11
11
11
10.1
35
15
3.5
28
15
3.5
57
1 x
6.0
mM
NBB
Byp
ass
0.1
11
11
11
11
10.1
36
15
3.9
39
15
3.9
68
1 x
10
.0m
MN
BB
Byp
ass
0.1
11
11
11
11
10.1
37
15
4.6
26
15
4.6
59
1 x
6.0
mM
NBB
Byp
ass
0.1
11
11
11
11
1
38
15
4.7
39
15
4.7
64
1 x
10
.0m
MN
BB
Byp
ass
0.1
11
11
11
11
10.1
39
15
5.0
49
15
5.0
82
2 x
7.5
mM
NBB
Byp
ass
40
15
6.0
14
15
6.0
40
1 x
8.0
mM
NBB
Byp
ass
0.1
11
11
11
11
10.1
41
15
6.2
16
15
6.2
44
1 x
6.0
mM
NBB
Byp
ass
0.1
11
11
11
11
10.1
42
15
6.3
36
15
6.3
66
1 x
6.0
mM
NBB
Byp
ass
11
11
11
11
1
43
15
6.7
07
1 x
10
.0m
MN
BB
Byp
ass
44
15
7.4
58
15
7.4
85
1 x
7.0
mM
NBB
Byp
ass
11
11
11
11
11
11
45
15
7.4
94
15
7.5
17
1 x
8.0
mM
NBB
Byp
ass
0.6
11
11
11
11
11
1
46
15
8.1
28
15
8.1
55
1 x
7.0
mM
NBB
Byp
ass
11
11
11
11
11
11
1
47
15
8.9
72
15
8.9
94
1 x
6.0
mM
NBB
Byp
ass
0.6
11
11
11
11
11
48
15
9.0
76
1 x
8.0
mM
NBB
Byp
ass
49
15
9.7
23
15
9.7
42
1 x
6.0
mM
NBB
Byp
ass
0.6
11
11
11
11
10.6
50
15
9.8
01
1 x
6.0
mM
NBB
Byp
ass
11
11
11
11
11
51
16
1.2
08
16
1.2
27
1 x
8.0
mM
NBB
Byp
ass
11
11
11
11
11
11
52
16
2.5
95
16
2.5
95
2 x
15
mM
NBB
Byp
ass
11
11
11
1
MN
B IN
EXI
STIN
G L
EN
GTH
MN
B IN
BYPA
SS
Four
Lanin
g o
f C
holo
pura
m to T
hanja
vur
from
Km
.11
6.4
40
to K
m.1
64
.27
5 S
ect
ion o
f N
H4
5C
in the s
tate
of Tam
il N
adu U
nder
NH
DP P
hase
-IV o
n H
ybrid A
nnuity
Mode
Table
4.2
- 3
: S
trip
Chart for
statu
s of M
NB -
Box
( M
ain
Carr
iagew
ay
)IN
PRO
GRESS
CO
MPLE
TED
LHS
RH
S
MPR A
PRIL
20
20
65
0.5
1
MPR
APRIL
2020
SR.N
O.
MN
B
at C
hain
age
Span
Pie
r/
Abutm
ent
Crash Barrier
Slab
Girder
Launching
Girder
Casting
Piercap/Abtc
ap
Pier/Abt
Pile Cap
Pile
Pile
Pile Cap
Pier/Abt
Piercap/Abtc
ap
Girder
Casting
Girder
Launching
Slab
Crash Barrier
A1
P1
A2
A1
A2
EXI
SIT
NG
STRU
CTU
RE
1 2
13
3+
34
5
15
9+
52
2
3x1
2.5
m
1x1
5.0
m
Four
Lanin
g o
f C
holo
pura
m to T
hanja
vur
from
Km
.116.4
40 to K
m.1
64.2
75 S
ect
ion o
f N
H45C
in the s
tate
of Tam
il N
adu U
nder
NH
DP P
hase
-IV o
n H
ybrid
Annuity
Mode
Table
4.2
- 3
: S
trip
Chart for
statu
s of M
NB -
Deck
Typ
e ( M
ain
Carr
iagew
ay
)IN
PRO
GRESS
CO
MPLE
TED
LHS
RH
S
MPR A
PRIL
20
20
66
0.5
1
MPR
APRIL
2020
Sr.
No.
Desi
gn
Chain
age A
s per
CA
Revi
sed
Chain
age
Num
ber
and
Length
of Spans
(m)
Typ
e o
f Struct
ure
Stretc
h
Protection
Work
Slab
Wall
Raft
PCC
Granular
Filling
Excavation
Excavation
Granular
Filling
PCC
Raft
Wall
Slab
Protection
Work
1117.7
64
117.7
64
2 x
10.0
mM
NBB
Byp
ass
2126.1
34
126.1
34
2 X
10.0
mM
NBB
Realig
n
3134.3
20
134.3
20
2x
10.0
mM
NBB
Byp
ass
4134.7
70
134.7
74
1 x
10.0
mM
NBB
Byp
ass
5138.5
55
138.5
85
1 x
6.0
mM
NBB
Byp
ass
6138.9
01
138.9
35
6 x
7.5
mM
NBB
Byp
ass
7139.4
53
139.4
85
1 x
7.0
mM
NBB
Byp
ass
8139.1
05
139.1
38
2 x
15m
MN
BB
Byp
ass
9139.2
99
139.3
35
4 x
7.5
mM
NBB
Byp
ass
10
139.4
53
139.4
85
1 x
7.0
mM
NBB
Byp
ass
11
141.1
64
141.1
45
1 x
10.0
mM
NBB
Byp
ass
12
141.4
45
141.4
66
1 x
8.0
mM
NBB
Byp
ass
13
141.7
27
141.7
60
1 x
8.0
mM
NBB
Byp
ass
14
144.8
80
144.9
16
4 x
7.5
mM
NBB
Byp
ass
15
149.9
40
149.9
62
1 x
10.0
mM
NBB
Byp
ass
16
149.9
97
150.0
28
1 x
6.0
mM
NBB
Byp
ass
17
156.0
14
156.0
40
1 x
8.0
mM
NBB
Byp
ass
18
156.2
16
156.2
44
1 x
6.0
mM
NBB
Byp
ass
19
156.3
36
156.3
66
1 x
6.0
mM
NBB
Byp
ass
20
156.7
07
156.7
34
1 x
10.0
mM
NBB
Byp
ass
MN
B S
ERVIC
E R
OA
D IN
BYPA
SS
Four
Lanin
g o
f C
holo
pura
m to T
hanja
vur
from
Km
.11
6.4
40
to K
m.1
64
.27
5 S
ect
ion o
f N
H4
5C
in the s
tate
of Tam
il N
adu U
nder
NH
DP P
hase
-IV o
n H
ybrid A
nnuity
Mode
Table
4.2
- 3
: S
trip
Chart for
statu
s of M
NB -
Box
( Serv
ice R
oad )
IN P
RO
GRESS
CO
MPLE
TED
LHS
RH
S
MPR A
PRIL
20
20
67
MPR
APRIL
20
20
Sr.
No.
Desi
gn
Chain
age A
s
per
CA
Chain
age a
s
Per
Site
Num
ber
and
Length
of
Spans
(m)
Protection
Work
Slab
Wall
Raft
PCC
Excavation
Excavation
PCC
Raft
Wall
Slab
Protection
Work
11
47
.91
71
47
.95
11
X 7
mBYPA
SS
11
11
11
11
11
1
21
49
.98
81
50
.02
31
X 7
mBYPA
SS
0.8
11
11
11
10.8
Four
Lanin
g o
f C
holo
pura
m to T
hanja
vur
from
Km
.11
6.4
40
to K
m.1
64
.27
5 S
ect
ion o
f N
H4
5C
in the s
tate
of Tam
il N
adu U
nder
NH
DP P
hase
-IV
on H
ybrid A
nnuity
Mode
Table
4.2
- 4
: S
trip
Chart for
statu
s of PU
PIN
PRO
GRESS
CO
MPLE
TED
LHS
RH
S
MPR A
PRIL
20
20
68
0.5
MPR
APRIL
2
02
0
Sr.
No.
FO
at
Chain
age
Span
Crash Barrier
Slab
Girder
Launching
Girder
Casting
Piercap/Abtc
ap
Pier/Abt
Pile Cap
PCC
Pile
Pile
PCC
Pile Cap
Pier/Abt
Piercap/Abtc
ap
Girder
Casting
Girder
Launching
Slab
Crash Barrier
A1
61
A2
65
A1
11
66
61
11
A2
11
16
66
11
A1
11
16
61
11
A2
11
16
61
11
A1
11
16
61
11
A2
11
16
61
11
A1
11
11
66
11
11
A2
11
66
61
11
A1
11
16
66
11
A2
11
16
61
11
1 1 1 1 1
4
2 5 3
BYPA
SS+
EXI
STIN
G
BYPA
SS+
EXI
STIN
G
EXI
STIN
G
BYPA
SS+
EXI
STIN
G
BYPA
SS
BYPA
SS
1 x
30 m
1 x
30 m
1 x
30 m
1 x
30 m
1 x
30 m
1 x
30 m
117+
600
120+
000
127+
300
134+
000
145+
140
157+
100
1 2 3 4 5 6
Four
Lanin
g o
f C
holo
pura
m to T
hanja
vur
from
Km
.11
6.4
40 to K
m.1
64
.27
5 S
ect
ion o
f N
H4
5C
in the s
tate
of Tam
il N
adu
Under
NH
DP P
hase
-IV o
n H
ybrid A
nnuity
Mode
Table
4.2
- 6
: S
trip
Chart for
statu
s of FLY
OVER
IN P
RO
GRESS
1C
OM
PLE
TED
LHS
RH
S
MPR A
PRIL
20
20
69
0.5
MPR A
PRIL
2020
SR.N
O.
VU
P a
t
Chain
age
Span
Crash Barrier
Slab
Girder
Launching
Girder
Casting
Piercap/Abtc
ap
Pier/Abt
Pile Cap
PCC
Pile
Pile
PCC
Pile Cap
Pier/Abt
Piercap/Abtc
ap
Girder
Casting
Girder
Launching
Slab
Crash Barrier
A1
11
11
66
A2
11
11
66
A1
66
A2
66
A1
11
16
61
11
A2
11
16
61
11
1
A1
11
11
66
66
6
A2
11
11
66
66
66
A1
11
16
66
66
6
A2
11
66
66
66
A1
11
11
66
11
11
A2
11
11
66
11
11
A1
11
11
66
11
11
A2
11
11
60
61
11
1
A1
11
11
66
11
11
A2
11
11
66
11
11
A1
11
16
61
11
A2
11
16
61
11
A1
66
A2
66
55 4
5 5 5 5
35 5 5 5 5
BYPA
SS
BYPA
SS
BYPA
SS
BYPA
SS
1x2
5
1x2
5
1x2
5
1x2
5
EXI
STIN
G
EXI
STIN
G
EXI
STIN
G
EXI
STIN
G
EXI
STIN
G
BYPA
SS
138+
720
139+
440
141+
450
156+
446
1x2
5
1x2
5
1x2
5
1x2
5
1x2
5
1x2
5
7 8 9 10
126+
100
126+
600
128+
700
130+
335
131+
500
1 2 3 4 5 65
5
Four
Lanin
g o
f C
holo
pura
m to T
hanja
vur
from
Km
.11
6.4
40
to K
m.1
64
.27
5 S
ect
ion o
f N
H4
5C
in the s
tate
of Tam
il N
adu
Under
NH
DP P
hase
-IV o
n H
ybrid A
nnuity
Mode
Table
4.2
- 7
: S
trip
Chart for
statu
s of VU
PIN
PRO
GRESS
1C
OM
PLE
TED
LHS
RH
S
136+
282
MPR A
PRIL
20
20
70
MPR
APRIL
2
02
0
Crash Barrier
Slab
Steel Girder
Launching
Steel Girder
Erection
Girder
Launching
Girder Casting
Pier Cap/Abt
Cap
Pier/Abt
Pile Cap
Pile
Pile
Pile Cap
Pier/Abt
Pier Cap/Abt
Cap
Girder Casting
Girder
Launching
Steel Girder
Erection
Steel Girder
Launching
Slab
Crash Barrier
A1
16
61
P1
P2
A2
66
Four
Lanin
g o
f C
holo
pura
m to T
hanja
vur
from
Km
.11
6.4
40
to K
m.1
64
.27
5 S
ect
ion o
f N
H4
5C
in the s
tate
of Tam
il N
adu
Under
NH
DP P
hase
-IV o
n H
ybrid A
nnuity
Mode
Table
4.2
- 8
: S
trip
Chart for
statu
s of RO
BIN
PRO
GRESS
CO
MPLE
TED
RO
B a
t C
hain
age 1
34
+3
45
(1
x 2
0.2
85
m+
1 x
30
.42
6m
+1
x 2
0.2
85
m (Ske
w 9
.6 °
))-
EXI
STIN
G
LHS/L
SR
RH
S/L
SR
MPR A
PRIL
20
20
71
0.5
IN P
RO
GRESS
1C
OM
PLE
TED
MJB
at C
hain
age 1
46+
902 (4x2
0) -B
YPA
SS
Cra
sh B
arr
ier
Sla
bG
irder
Launch
ing
Girder
Cast
ing
Pie
r C
ap/A
bt
Cap
Pie
r/A
bt
Pile
Cap
Pile
Pile
Pile
Cap
Pie
r/A
bt
Pie
r C
ap/A
bt
Cap
Girder
Cast
ing
Girder
Launch
ing
Sla
bC
rash
Barr
ier
A1
P1
P2
P3
A2
MJB
at C
hain
age 1
48+
017 (3x2
0)-
BYPA
SS
Cra
sh B
arr
ier
Sla
bG
irder
Launch
ing
Girder
Cast
ing
Pie
r C
ap/A
bt
Cap
Pie
r/A
bt
Pile
Cap
Pile
Pile
Pile
Cap
Pie
r/A
bt
Pie
r C
ap/A
bt
Cap
Girder
Cast
ing
Girder
Launch
ing
Sla
bC
rash
Barr
ier
A1
P1
P2
A2
MJB
at C
hain
age 1
49+
334 (3x2
0)-
BYPA
SS
Cra
sh B
arr
ier
Sla
bG
irder
Launch
ing
Girder
Cast
ing
Pie
r C
ap/A
bt
Cap
Pie
r/A
bt
Pile
Cap
Pile
Pile
Pile
Cap
Pie
r/A
bt
Pie
r C
ap/A
bt
Cap
Girder
Cast
ing
Girder
Launch
ing
Sla
bC
rash
Barr
ier
A1
P1
P2
A2
MJB
at C
hain
age 1
56+
559 (6x2
0)-
BYPA
SS
Cra
sh B
arr
ier
Sla
bG
irder
Launch
ing
Girder
Cast
ing
Pie
r C
ap/A
bt
Cap
Pie
r/A
bt
Pile
Cap
Pile
Pile
Pile
Cap
Pie
r/A
bt
Pie
r C
ap/A
bt
Cap
Girder
Cast
ing
Girder
Launch
ing
Sla
bC
rash
Barr
ier
P2
55
P3
6
P4
13
P5
23
P6
2
A2
MJB
at C
hain
age 1
61+
019 (6x2
0)-
BYPA
SS
Cra
sh B
arr
ier
Sla
bG
irder
Launch
ing
Girder
Cast
ing
Pie
r C
ap/A
bt
Cap
Pie
r/A
bt
Pile
Cap
Pile
Pile
Pile
Cap
Pie
r/A
bt
Pie
r C
ap/A
bt
Cap
Girder
Cast
ing
Girder
Launch
ing
Sla
bC
rash
Barr
ier
A1
55
P1
P2
6
P3
61
P4
6
P5
66
A2
LHS/L
SR
RH
S/L
SR
LHS/L
SR
RH
S/L
SR
RH
S/L
SR
LHS/L
SR
LHS/L
SR
RH
S/L
SR
Four
Lanin
g o
f C
holo
pura
m to T
hanja
vur
from
Km
.116.4
40 to K
m.1
64.2
75 S
ect
ion o
f N
H45C
in the s
tate
of Tam
il N
adu U
nder
NH
DP P
hase
-IV o
n H
ybrid A
nnuity
Mode
Table
4.2
- 5
: S
trip
Chart for
statu
s of M
JB
( M
ain
Carr
iagew
ay
)
MPR A
PRIL
2020
LHS/L
SR
RH
S/L
SR
MPR A
PRIL
20
20
72
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
5. Financial & Physical Progress of Work
Figure 3a : Financial Progress - Planned vs Achieved - S Curve Figure 3b : Physical Progress - Planned vs Achieved - S Curve
73
0.2
9
Se
pO
ct
No
vD
ec
Ja
nF
eb
Ma
rA
pr
Ma
yJ
un
Ju
lA
ug
Se
pO
ct
No
vD
ec
Ja
nF
eb
Ma
rA
pr
Ma
yJ
un
Ju
lA
ug
Se
p
12
34
56
78
91
01
11
21
31
41
51
61
71
81
92
02
12
22
32
42
5
Mo
nth
ly P
lan
ned
30.3
446.0
057.0
772.5
041.5
843.7
843.7
846.9
167.0
880.5
095.1
795.6
1147.3
285.0
439.9
735.2
430.9
026.3
446.2
941.9
952.6
746.1
931.6
419.5
622.1
2
Mo
nth
lyA
ch
iev
ed
30.5
630.5
618.4
17.8
97.4
36.9
020.7
916.5
918.1
46.9
58.8
719.9
66.6
76.8
97.1
816.4
313.3
331.6
925.9
06.0
8
Cu
mu
lati
ve
Pla
nn
ed
30.3
476.3
4133.4
1205.9
1247.4
9291.2
7335.0
6381.9
7449.0
5529.5
5624.7
3720.3
4867.6
6952.7
0992.6
61027.9
11058.8
01085.1
51131.4
41173.4
31226.0
91272.2
81303.9
21323.4
81345.6
0
Cu
mu
lati
ve
Ach
iev
ed
30.5
661.1
179.5
287.4
194.8
4101.7
5122.5
4139.1
3157.2
7164.2
2173.0
9193.0
5199.7
2206.6
1213.8
0230.2
3243.5
5275.2
4301.1
4307.2
2
Mo
nth
ly P
lan
ned
(%)
2.3
%3.4
%4.2
%5.4
%3.1
%3.3
%3.3
%3.5
%5.0
%6.0
%7.1
%7.1
%10.9
%6.3
%3.0
%2.6
%2.3
%2.0
%3.4
%3.1
%3.9
%3.4
%2.4
%1.5
%1.6
%
Mo
nth
ly A
ch
iev
ed
(%)
2.3
%2.3
%1.4
%0.6
%0.6
%0.5
%1.5
%1.2
%1.3
%0.5
%0.7
%1.5
%0.5
%0.5
%0.5
%1.2
%1.0
%2.4
%1.9
%0.5
%
Cu
mu
lati
ve
Pla
nn
ed
(%
)2.3
%5.7
%9.9
%15.3
%18.4
%21.6
%24.9
%28.4
%33.4
%39.4
%46.4
%53.5
%64.5
%70.8
%73.8
%76.4
%78.7
%80.6
%84.1
%87.2
%91.1
%94.6
%96.9
%98.4
%100.0
%
Cu
mu
lati
ve
Ach
iev
ed
(%
)2.3
%4.5
%5.9
1%
6.5
0%
7.0
5%
7.5
6%
9.1
1%
10.3
%11.7
%12.2
%12.9
%14.3
%14.8
%15.4
%15.9
%17.1
%18.1
%20.5
%22.4
%22.8
%
Sc
he
du
le
20
19
20
20
Fo
ur
Lan
ing
of
Ch
olo
pu
ram
– T
han
javu
r fr
om
Km
. 116.4
40 t
o 1
64.2
75 S
ecti
on
of
NH
45C
in
th
e s
tate
of
Tam
iln
ad
u u
nd
er
NH
DP
-IV
on
Hyb
rid
An
nu
ity M
od
e
Fig
. 03a-
Fin
an
cia
l P
rog
ress (
S-C
urv
e)
12
34
56
78
910
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
Cu
mula
tive
Pla
nned
30.3
476.3
4133.4
1205.9
1247.4
9291.2
7335.0
6381.9
7449.0
5529.5
5624.7
3720.3
4867.6
6952.7
0992.6
61027.9
11058.8
01085.1
51131.4
41173.4
31226.0
91272.2
81303.9
21323.4
81345.6
0
Cu
mula
tive
Ach
ieved
30.5
661.1
179.5
287.4
194.8
4101.7
5122.5
4139.1
3157.2
7164.2
2173.0
9193.0
5199.7
2206.6
1213.8
0230.2
3243.5
5275.2
4301.1
4307.2
2
30.3
4
76.3
4
133.4
1
205.9
1
247.4
9
291.2
7
335.0
6
381.9
7
449.0
5
529.5
5
624.7
3
720.3
4
867.6
6
952.7
0
992.6
6
1027.9
1
1058.8
0
1085.1
5
1131.4
4
1173.4
3
1226.0
9
1272.2
8
1303.9
21323.4
81345.6
0
30.5
661.1
1
79.5
287.4
194.8
4101.7
5122.5
4139.1
3157.2
7164.2
2173.0
9193.0
5199.7
2206.6
1213.8
0230.2
3243.5
5
275.2
4
301.1
4307.2
2
0.0
0
200.0
0
400.0
0
600.0
0
800.0
0
1000.0
0
1200.0
0
1400.0
0
1600.0
0
Amount (Rs. -Crores)
Dura
tion (
Month
s)
Cum
ula
tive P
lanned
Cum
ula
tive A
chie
ved
MPR A
PRIL
20
20
74
0.2
9
Se
pO
ct
No
vD
ec
Ja
nF
eb
Ma
rA
pr
Ma
yJ
un
Ju
lA
ug
Se
pO
ct
No
vD
ec
Ja
nF
eb
Ma
rA
pr
Ma
yJ
un
Ju
lA
ug
Se
p
12
34
56
78
91
01
11
21
31
41
51
61
71
81
92
02
12
22
32
42
5
Mo
nth
ly P
lan
ned
0.2
0%
0.3
0%
0.2
0%
0.2
0%
0.9
0%
1.0
0%
1.2
0%
1.3
0%
1.4
0%
1.4
3%
3.3
1%
4.8
0%
5.6
1%
5.7
6%
4.3
8%
3.7
1%
6.5
3%
9.1
3%
10.5
4%
10.8
6%
9.5
6%
7.9
7%
5.3
5%
3.6
5%
0.7
1%
Mo
nth
lyA
ch
iev
ed
0.2
0%
0.3
0%
0.1
5%
0.1
5%
0.8
0%
0.8
0%
0.8
0%
0.9
0%
2.1
9%
1.3
7%
0.8
5%
0.4
6%
0.5
1%
1.0
4%
1.6
3%
0.7
3%
1.8
0%
2.6
7%
2.5
8%
0.0
0%
Cu
mu
lati
ve
Pla
nn
ed
0.2
0%
0.5
0%
0.7
0%
0.9
0%
1.8
0%
2.8
0%
4.0
0%
5.3
0%
6.7
0%
8.1
3%
11.4
4%
16.2
4%
21.8
5%
27.6
1%
31.9
9%
35.7
0%
42.2
3%
51.3
6%
61.9
0%
72.7
6%
82.3
2%
90.2
9%
95.6
4%
99.2
9%
100.0
0%
Cu
mu
lati
ve
Ach
iev
ed
0.2
0%
0.5
0%
0.6
5%
0.8
0%
1.6
0%
2.4
0%
3.2
0%
4.1
0%
6.2
9%
7.6
6%
8.5
0%
8.9
7%
9.4
8%
10.5
2%
12.1
5%
12.8
8%
14.6
8%
17.3
5%
19.9
3%
19.9
3%
20
20
Fo
ur
Lan
ing
of
Ch
olo
pu
ram
– T
han
javu
r fr
om
Km
. 116.4
40 t
o 1
64.2
75 S
ecti
on
of
NH
45C
in
th
e s
tate
of
Tam
iln
ad
u u
nd
er
NH
DP
-IV
on
Hyb
rid
An
nu
ity M
od
e
Fig
. 03b
- P
hysic
al
Pro
gre
ss (
S-C
urv
e)
Sc
he
du
le
20
19
12
34
56
78
910
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
Cu
mula
tive
Pla
nned
0.2
0%
0.5
0%
0.7
0%
0.9
0%
1.8
0%
2.8
0%
4.0
0%
5.3
0%
6.7
0%
8.1
3%
11.4
4%
16.2
4%
21.8
5%
27.6
1%
31.9
9%
35.7
0%
42.2
3%
51.3
6%
61.9
0%
72.7
6%
82.3
2%
90.2
9%
95.6
4%
99.2
9%
100.0
0%
Cu
mula
tive
Ach
ieved
0.2
0%
0.5
0%
0.6
5%
0.8
0%
1.6
0%
2.4
0%
3.2
0%
4.1
0%
6.2
9%
7.6
6%
8.5
0%
8.9
7%
9.4
8%
10.5
2%
12.1
5%
12.8
8%
14.6
8%
17.3
5%
19.9
3%
19.9
3%
0.2
0%
0.5
0%
0.7
0%
0.9
0%
1.8
0%
2.8
0%
4.0
0%
5.3
0%
6.7
0%
8.1
3%
11.4
4%
16.2
4%
21.8
5%
27.6
1%
31.9
9%
35.7
0%
42.2
3%
51.3
6%
61.9
0%
72.7
6%
82.3
2%
90.2
9%
95.6
4%
99.2
9%
100.0
0%
0.2
0%
0.5
0%
0.6
5%
0.8
0%
1.6
0%
2.4
0%
3.2
0%
4.1
0%
6.2
9%
7.6
6%
8.5
0%
8.9
7%
9.4
8%
10.5
2%
12.1
5%
12.8
8%
14.6
8%
17.3
5%
19.9
3%
19.9
3%
0.0
0%
20.0
0%
40.0
0%
60.0
0%
80.0
0%
100.0
0%
120.0
0%
Amount (Rs. -Crores)
Dura
tion (
Month
s)
Cum
ula
tive P
lanned
Cum
ula
tive A
chie
ved
MP
R A
PR
IL
20
20
75
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
6. Quality Control and Quality Assurance
6.1. List of Lab Equipment's
A site laboratory has been set up with all equipment required for testing soil, GSB, WMM, Bitumen, aggregate and concrete. Following tables represents the list of QA/QC equipment’s available at Pateeswaram Lab.
Table 6.1 - 2 QA/QC Lab Equipment at Pateeswaram Lab
Sl. No Equipment List Quantity
A) SOIL
1 Proctor Moulds (Big) Collar or Base plate & Rammer 4.89 kg 6 2 Proctor Moulds (Small) Collar or Base plate & Rammer 2.6 kg 4 3 Atterberg Limits Test(Apparatus) 1 4 Soil Cone Penetrometer 1 5 CBR Moulds with collar or Base Plate 60 6 CBR Plunger 4 7 Proving Ring(25 KN) 1 8 Proving Ring(10 KN) 1 9 Proving Ring(2.5 KN) 1
10 FSI JARS BOROSIL -100 ml 40 11 Spacer Disc(with Handle) 4 12 CBR Testing Machine 1 13 CBR Surcharge Central Hole Weights 2.5 kg 60 14 CBR Surcharge Slotted Weights 2.5 kg 60 15 CBR Perorated Brass plates 60
16 Sand Pouring Cylinders (100 mm Dia) Complete with Calibrating Container with Trays 2
17 Sand Pouring Cylinders (150 mm Dia) Complete with Calibrating Container with Trays 2
18 Sand Pouring Cylinders (200 mm Dia) Complete with Calibrating Container with Trays 2
19 Rapid Moisture Meters 4 20 Calcium Carbide Bottles 10 21 Spatula Big 10 22 Spatula Small 10 23 Hammers big 4 24 Chisels big 20 25 Electronic Balance Capacity 100 kg (10 gram accuracy) 1 26 Electronic Balance Capacity 50 kg (1 gram accuracy) 2
27 Electronic Balance Capacity 30 kg (1 gram accuracy) 2
28 Electronic Balance Capacity 10 kg (1 gram accuracy) 1 29 Electronic Balance Capacity 5 kg (0.5 gram accuracy) 1 30 Electronic Balance Capacity 600gram(0.01 gram accuracy) 2 31 Hot Air Oven (Big)250oC 1 32 Hot Air Oven (Small)250oC 1
76
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
33 Direct Shear Test Apparatus 1 34 Filter Paper Dia 100 mm 10 35 Filter Paper Dia 150 mm 10 36 Pipettes 4 37 Plastic Bottles 4 38 Enamel tray -450x300x40 mm 12 39 G.I tray-1500x1500x100mm 4 40 French Curves 2
B) CONCRETE WORKS
41 Compressive Testing machine(2000KN) 1 42 Flextural strength testing machine digital 1 43 Concrete Cube Moulds With Base Plate(15cm) 200 44 Concrete Cube Moulds With Base Plate(10cm) 18 45 Motor Cube Moulds (7.06cm) with Base Plate 12 46 Motor Cube Vibrating Machine(12000 Rmp) 1 47 Concrete Mixer Electrically Operated 1 48 Cube Vibrating Machine (Big) 1 49 Slump Cone Testing Appratus 10
50 Vicat Needle Apparatus , with dash pot complete with set of needles and brass mould 2
51 Soundness Testing Apparatus 2 52 Trowels With Wodden Handles 4 53 A I V Testing Machine 1 54 Loss Angels abrasion Testing Machine 1 55 Sand Equvivalant Testing Apparatus 1 56 Flakiness Index Test Guage 1 57 Elongation Index Test Guage 1 58 Density Basket 2 59 Bulk Density Cylinder (5lt) 1 60 Bulk Density Cylinder (15lt) 1 61 Bulk Density Cylinder (30lt) 1 62 Gi trays -450x600x50mm 9 63 Enamal trays -300x250x40 mm 9 64 Trays for Samples Collections 12 65 Riffle Box ( 40 MM ) 1 66 Riffle Box ( 20 MM ) 1 67 PYcnometer Bottels ( 1000 ml) 4
68 Specific Gravity & water absorotion test apparatus with Electronic balance 1
69 DLC Compaction vibrating hammer 1 70 Cement mortar cube mould 5.0 cm 12 71 Sandard Sand Grade-1 bag of 25 kg 2 72 Sandard Sand Grade-2 bag of 25 kg 2 73 Sandard Sand Grade-3 bag of 25 kg 2
C) BITUMINOUS WORKS
74 Specific Gravity Bottels ( 50 ml ) 2
77
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
75 Specific Gravity Bottels ( 100 ml ) 2
76 Pen Sky- Martins closed Tester (Flash & Fire point) 2 77 Dial gauge 0.01x30 mm adis make 4 78 Ring & Ball Apparatus ( Softening Point ) 1 79 Bitumen Penetrometer ( automatic) 1 80 Marshall Stability Apparatus (set) 1
81 Marshall Compaction Pedestal 2
82 Marshall Compaction Rammer 4.53 KG 4 83 Marshall Moulds (101.6 mm Dia ) 30 84 Modified Marshall Compaction Pedestal 1 85 Modified Marshall Compaction Rammer 10.2 KG 4 86 viscometer u tub size no 12 2 87 Breaker - glass 600 ml for ring and ball apparatus 4 88 Bitumen Extraction Apparatus (centrifuge Type) 1 89 Proving Ring(50 KN) 1 90 Proving Ring(100 KN) 1 91 Digital Thermometers 10 92 Glass Thermometer 10 93 IR Thermometer 5 94 Core Cutting Machine With Apparatus (set) 1 95 Diamond Core Cutting Bit (100mm Dia) 1 96 Core Barrels for Core Cutting Machine 1 97 Vacuum Pump (specific Gravity of Bitumen Mix GMM ) 1 98 Constant temperature Water bath (Digital) 2 99 Penetration cup 55x70 mm 2 100 penetration cup 55x35 mm 2 101 Specific Gravity Flask (2000 ml ) 1 102 Specific Gravity Flask (5000 ml ) 1 103 Specimen Extractor (Tikki, Goli & Rod)Marshall 1 104 Emulsion Trays 6 105 Viscometer viscosity of emulsified bitumen 1 106 Stop Watch 4 107 Hot Plates Electrical 2 108 Viscometer viscosity of bitumen 1
FOR I.S SIEVES 450 MM DIA
109 100MM 2 110 90MM 2 111 75MM 2 112 63MM 2 113 53MM 2 114 50MM 2 115 45MM 2 116 40MM 2 117 37.5MM 2 118 31.5MM 2
78
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
119 26.5MM 2
120 25MM 2
121 22.4MM 2
122 20MM 2
123 19MM 2
124 16 MM 2
125 14MM 2 126 13.2MM 2 127 12.5MM 2 128 11.2MM 2 129 10MM 2 130 9.5MM 2 131 6.3MM 2 132 5.6MM 2 133 4.75MM 2 134 2.36 MM 2
FOR I.S SIEVES 200 MM DIA
135 37.5MM 2 136 6.5MM 2 137 22.4MM 2 138 19MM 2 139 16MM 2 140 14 MM 2 141 13.2MM 2 142 12.5MM 2 143 11.2MM 2 144 10MM 2 145 9.5MM 2 146 5.6MM 2 147 4.75MM 2 148 2.80MM 2 149 2.36MM 2 150 2.00MM 2 151 1.80MM 2 152 1.40MM 2 153 1.18MM 2 154 1.00MM 2 155 0.710 mc 1 156 0.600 mc 2 157 0.500 mc 1 158 0.45 mc 1 159 0.425 mc 2 160 0.355 mc 2 161 0.300 mc 2 162 0.150 mc 2 163 0.090 mc 2
79
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
6.2 Quality Control Test Summary
GSB material, soil samples from borrow areas, aggregates, cement and bitumen are being tested regularly. Trial mix design for concrete with different admixtures is also in progress. The detailed list of quality control test conducted up to the month of April - 2020 are tabulated below -
164 0.075 mc 6 GENERAL & CONTROL OF PROFILE AND SURFACE EVENNESS
165 Rain Guage 1
166 Vernier Calliper 1
167 Glass Measuring Cylinder -1000 ml 2 168 Glass Measuring Cylinder -500 ml 2 169 Glass Measuring Cylinder -250 ml 2 170 Glass Measuring Cylinder -250 ml 2 171 Plastic Measuring Cylinder- 1000 ml 2 172 Plastic Measuring Cylinder- 500 ml 2 173 Plastic Measuring Cylinder- 250 ml 2 174 Plastic Measuring Cylinder- 250 ml 2 175 Depth gauge 4 176 Digital thermo hygrometer 2 177 Sampling containers 100 gms 200 178 3 Meter straight edge and measuring wedge 1 179 Camber template board 2 180 5 mtr tape 2 181 10 mtr tape 2 182 30 mtr tape 4 183 50 mtr tape 4
80
1.1
Gra
in s
ize a
naly
sis
IS:2
720 (
Part
4)
1 test / 250 m
ete
rs421
421
0224
00
00
421
421
0224
1.2
Atterb
erg
Lim
its
IS:2
720 (
Part
5)
1 test / 250 m
ete
rs421
421
0224
00
00
421
421
0224
1.3
Pro
cto
rIS
:2720 (
Part
8)
1 test / 250 m
ete
rs233
233
068
00
00
233
233
068
1.4
Fre
e S
well
index
IS:2
720 (
Part
40)
1 test / 250 m
ete
rs421
403
18
224
00
00
421
403
18
224
1.5
Calif
orn
ia b
eari
ng r
atio
IS:2
720 (
Part
16)
As r
equir
ed
00
00
00
00
00
00
2.1
Gra
in s
ize a
naly
sis
IS:2
720 (
Part
4)
1 test /1
500 m
383
83
040
11
01
84
84
041
2.2
Atterb
erg
Lim
its
IS:2
720 (
Part
5)
1 test /1
500 m
383
83
040
11
01
84
84
041
2.3
Pro
cto
rIS
:2720 (
Part
8)
1 test /1
500 m
383
83
040
11
01
84
84
041
2.4
Fre
e S
well
index
IS:2
720 (
Part
40)
1 test /1
500 m
383
83
040
11
01
84
84
041
2.5
Calif
orn
ia b
eari
ng r
atio
IS:2
720 (
Part
16)
1 test / 3000 m
369
69
035
88
08
77
77
043
3.1
Gra
in s
ize a
naly
sis
IS:2
720 (
Part
4)
1 test /1
500 m
3749
749
0223
75
75
050
824
824
0273
3.2
Atterb
erg
Lim
its
IS:2
720 (
Part
5)
1 test /1
500 m
3749
749
0223
75
75
050
824
824
0273
3.3
Pro
cto
rIS
:2720 (
Part
8)
1 test /1
500 m
3749
749
0223
75
75
050
824
824
0273
3.4
Fre
e S
well
index
IS:2
720 (
Part
40)
1 test /1
500 m
3749
749
0223
75
75
050
824
824
0273
3.5
Calif
orn
ia b
eari
ng r
atio
IS:2
720 (
Part
16)
1 test / 3000 m
3142
142
059
48
48
025
142
142
084
3.6
Wate
r S
olu
ble
Sulp
hate
IS:2
720 (
Part
27)
As r
equir
ed
22
00
00
00
00
00
3.7
Angle
of
Inte
rnal F
riction(ø
)IS
:2720 (
Part
13)
As r
equir
ed
55
010
00
00
00
010
4.1
Fie
ld d
ensity
(OG
L)
IS:2
720 (
Part
28)
10 test /3
000 s
qm
4649
4649
15
1855
362
362
0200
5011
5011
15
2055
4.2
Fie
ld d
ensity
(EM
B)
IS:2
720 (
Part
28)
10 test /3
000 s
qm
12388
12388
36
3526
2738
2738
0500
15126
15126
36
4026
4.3
Fie
ld d
ensity
(SG
)IS
:2720 (
Part
28)
10 test / 2000 s
qm
1259
946
3220
430
430
0100
1689
946
3320
4.4
Fie
ld d
ensity
(Should
er)
IS:2
720 (
Part
28)
10 test / 2000 s
qm
00
00
00
00
00
00
5.1
Gra
in s
ize a
naly
sis
IS:2
720 (
Part
40)
As r
equir
ed
151
151
039
11
01
152
152
040
5.2
Atterb
erg
Lim
its
IS:2
720 (
Part
4)
As r
equir
ed
151
151
039
11
01
152
152
040
5.3
Pro
cto
rIS
:2720 (
Part
5)
As r
equir
ed
151
151
038
11
01
152
152
039
5.4
Fre
e S
well
index
IS:2
720 (
Part
8)
As r
equir
ed
151
151
139
11
01
152
152
140
5.5
Beari
ng C
apacity
IS:6
403 / IS
1888
As r
equir
ed
151
151
150
40
10
11
152
151
151
41
5.6
Pla
te L
oad T
est
IS:6
403 / IS
1888
As r
equir
ed
27
27
022
22
02
29
29
024
6.1
Gra
dation
As r
equir
ed
69
69
044
15
15
010
84
84
054
6.2
Backfilli
ng field
density
1 test /1
000 m
320
20
020
15
15
010
35
35
030
7.1
Gra
dation
Table
400-1
As r
equir
ed
15
15
015
00
00
15
15
015
7.2
Atterb
erg
Lim
its
IS:2
720 (
Part
5)
As r
equir
ed
13
13
07
00
00
13
13
07
7.3
Pro
cto
rIS
:2720 (
Part
8)
As r
equir
ed
99
09
00
00
99
09
7.4
CB
R T
est
IS:2
720 (
Part
16)
As r
equir
ed
33
03
00
00
33
03
7.5
Aggre
gate
Im
pact valu
eIS
:2386 P
art
-4A
s r
equir
ed
99
09
00
00
99
09
2.0
Cu
ttin
g p
ort
ion
& E
xis
tin
g f
or
EM
B/S
G (
Mo
RT
&H
305)
3.0
Bo
rro
w A
rea f
or
EM
B/S
ub
gra
de (
Mo
RT
&H
305)
4.0
Fie
ld D
en
sit
y T
est
MO
RT
&H
305
5.0
S
afe
Beari
ng
cap
acit
y o
f so
il
6.0
Filte
r M
ed
ia &
Back f
illin
g M
oR
T&
H 2
500(D
esig
n)
7.0
Gra
nu
lar
Bed
din
g M
ate
rial (F
or
Str
uctu
res-G
rou
nd
Im
pro
vem
en
t)-D
esig
n A
pp
roval
No
s.o
f
tes
t
wit
ne
ss
e
d b
y IE
No
. o
f
tes
t
Co
nd
uc
t
ed
Pa
ss
ed
Fa
ile
dN
os
.of
tes
t
wit
ne
ss
ed
by
IE
1.0
Tests
on
OG
L
Pa
ss
ed
Fa
ile
d
No
s.o
f
tes
t
wit
ne
ss
e
d b
y IE
No
. o
f
tes
t
Co
nd
uc
t
ed
Pa
ss
ed
Fa
ile
d
Fo
ur
La
nin
g o
f C
ho
lop
ura
m -
Th
an
jav
ur
Fro
m k
m 1
16
.44
0 t
o k
m 1
64
.27
5 S
ec
tio
n o
f N
H-4
5C
in
th
e S
tate
of
Ta
mil
Na
du
Un
de
r N
HD
P P
ha
se
-IV
on
Hyb
rid
An
nu
ity M
od
e.
Su
mm
ary
of
Qu
ality
Co
ntr
ol R
ep
ort
/ M
on
thly
Pro
gre
ss
Re
po
rt (
QC
) -
MO
NT
H :
Ap
ril-
20
20
S. N
o.
De
sc
rip
tio
nIS
Sp
ec
ific
ati
on
Cla
us
eF
req
ue
nc
y o
f T
es
ts
Te
st
co
nd
uc
ted
up
to P
revio
us
mo
nth
Te
sts
co
nd
uc
ted
du
rin
g r
ep
ort
ing
mo
nth
up
to A
pri
l-2
02
0T
es
t c
on
du
cte
d u
pto
th
is m
on
th
No
. o
f
tes
t
Co
nd
uc
t
ed
(1 T
est
=3
Sets
)
81
No
s.o
f
tes
t
wit
ne
ss
e
d b
y IE
No
. o
f
tes
t
Co
nd
uc
t
ed
Pa
ss
ed
Fa
ile
dN
os
.of
tes
t
wit
ne
ss
ed
by
IE
Pa
ss
ed
Fa
ile
d
No
s.o
f
tes
t
wit
ne
ss
e
d b
y IE
No
. o
f
tes
t
Co
nd
uc
t
ed
Pa
ss
ed
Fa
ile
d
S. N
o.
De
sc
rip
tio
nIS
Sp
ec
ific
ati
on
Cla
us
eF
req
ue
nc
y o
f T
es
ts
Te
st
co
nd
uc
ted
up
to P
revio
us
mo
nth
Te
sts
co
nd
uc
ted
du
rin
g r
ep
ort
ing
mo
nth
up
to A
pri
l-2
02
0T
es
t c
on
du
cte
d u
pto
th
is m
on
th
No
. o
f
tes
t
Co
nd
uc
t
ed
(1 T
est
=3
Sets
)
8.1
Gra
dation
Table
400-1
As r
equir
ed
102
102
39
45
15
15
05
117
117
39
50
8.2
Atterb
erg
Lim
its
IS:2
720 (
Part
5)
As r
equir
ed
102
102
39
45
15
15
05
117
117
39
50
8.3
Pro
cto
rIS
:2720 (
Part
8)
As r
equir
ed
12
12
10
10
11
01
13
13
10
11
8.4
CB
R T
est
IS:2
720 (
Part
16)
As r
equir
ed
12
12
10
10
11
01
13
13
10
11
8.5
Aggre
gate
Im
pact valu
eIS
:2386 P
art
-4A
s r
equir
ed
11
11
87
33
03
14
14
810
8.6
Fie
ld D
ensity
IS:2
720 (
Part
28)
As r
equir
ed
1234
1234
295
268
45
45
015
1279
1279
295
283
9.1
Gra
dation
Table
400-4
1 test/400m
363
63
052
00
00
63
63
052
9.2
Atterb
erg
Lim
its
IS:2
720 (
Part
5)
1 test/400m
324
24
015
00
00
24
24
015
9.3
Pro
cto
rIS
:2720 (
Part
8)
As r
equir
ed
29
29
021
00
00
29
29
021
9.4
Aggre
gate
Im
pact valu
eIS
:2386 P
art
-4A
s r
equir
ed
24
24
014
00
00
24
24
014
9.5
Fie
ld D
ensity
IS:2
720 (
Part
28)
1 s
et of
2 T
est per
500S
qm
00
00
00
00
00
00
9.6
Specific
gra
vity&
Wate
r absorp
tion
IS:2
386 (
Part
2)
As r
equir
ed
14
14
05
00
00
14
14
05
9.7
Cubes c
asting&
Testing(S
ets
)IR
C S
P 8
9 (
2010)
Min
imum
5 C
ubes
42
42
032
00
00
42
42
032
9.8
CB
R T
est(
Set)
IS:2
720 (
Part
16)
As r
equir
ed
66
06
00
00
66
06
9.9
Org
anic
Conte
nt
IRC
SP
89 (
2010)
As r
equir
ed
22
00
00
00
22
00
9.1
0T
ota
l S
O4 C
onte
nt
IRC
SP
89 (
2010)
As r
equir
ed
22
00
00
00
22
00
9.1
1C
hlo
ride C
onte
nt
IRC
SP
89 (
2010)
As r
equir
ed
11
00
00
00
11
00
9.1
210%
Fin
es V
alu
e
BS
:812 (
111)
As r
equir
ed
22
00
00
00
22
00
9.1
3D
ura
bili
ty T
est
IRC
SP
89 (
2010)
As r
equir
ed
66
06
00
00
66
06
9.1
4P
erm
eabili
ty T
est
IS 2
720 (
Part
36)
As r
equir
ed
11
00
00
00
11
00
10.1
Gra
dation
Table
400-4
1 test/400m
356
56
034
21
21
010
77
77
044
10.2
Atterb
erg
Lim
its
IS:2
720 (
Part
5)
1 test/400m
354
54
032
21
21
010
75
75
042
10.3
Pro
cto
rIS
:2720 (
Part
8)
As r
equir
ed
33
03
22
01
55
04
10.4
Aggre
gate
Im
pact valu
eIS
:2386 P
art
-4A
s r
equir
ed
53
53
031
27
27
022
80
80
053
10.5
Fie
ld D
ensity
IS:2
720 (
Part
28)
1 s
et of
2 T
est per
500S
qm
487
487
12
239
256
256
0100
743
743
12
339
10.6
Specific
gra
vity&
Wate
r absorp
tion
IS:2
386 (
Part
2)
As r
equir
ed
22
02
22
02
44
04
10.7
Cubes c
asting&
Testing(S
ets
)IR
C S
P 8
9 (
2010)
Min
imum
5 C
ubes
96
96
051
27
27
020
123
123
071
10.8
CB
R T
est
IS:2
720 (
Part
16)
As r
equir
ed
33
03
11
01
44
04
11.1
Indiv
idual / C
om
bin
ed G
radation
Table
400-3
1 test/200m
388
88
067
00
00
88
88
067
11.2
Aggre
gate
Im
pact V
alu
eIS
:2386 P
art
-41 test/ 1
000 m
313
13
011
00
00
13
13
011
11.3
Fla
kin
ess &
Ela
gation in
dex
IS:2
386 P
art
11 test/ 5
00 m
313
13
011
00
00
13
13
011
11.4
Atterb
erg
Lim
its
IS:2
720 (
Part
5)
1 test/200m
311
11
09
00
00
11
11
09
11.5
Wate
r absorp
tion
IS:2
386 P
art
2A
s r
equir
ed
88
08
00
00
88
08
11.6
Pro
cto
rIS
:2720 (
Part
8)
As r
equir
ed
66
06
00
00
66
06
11.7
CB
RIS
:2720 (
Part
16)
As r
equir
ed
66
06
00
00
66
06
11.8
Fie
ld D
ensity(T
rial str
ech)
IS:2
720 (
Part
28)
1 s
et T
est per
1000S
q.m
/ 3
pits
00
00
00
00
00
00
12.1
Indiv
idual / C
om
bin
ed G
radation
Table
400-3
1 test/200m
322
22
012
11
11
06
33
33
018
8.0
Gra
nu
lar
Bed
din
g M
ate
rial (F
or
Str
uctu
res-G
rou
nd
Im
pro
vem
en
t)-
Sto
ck &
Sit
e T
esti
ng
9.0
CT
SB
Mix
Desig
n M
oR
T&
H 4
03
10.0
CT
SB
Sit
e F
req
uen
cy
11.0
WM
M M
ix (
Desig
n)
12.0
WM
M S
ite F
req
uen
cy M
oR
T&
H 4
06
82
No
s.o
f
tes
t
wit
ne
ss
e
d b
y IE
No
. o
f
tes
t
Co
nd
uc
t
ed
Pa
ss
ed
Fa
ile
dN
os
.of
tes
t
wit
ne
ss
ed
by
IE
Pa
ss
ed
Fa
ile
d
No
s.o
f
tes
t
wit
ne
ss
e
d b
y IE
No
. o
f
tes
t
Co
nd
uc
t
ed
Pa
ss
ed
Fa
ile
d
S. N
o.
De
sc
rip
tio
nIS
Sp
ec
ific
ati
on
Cla
us
eF
req
ue
nc
y o
f T
es
ts
Te
st
co
nd
uc
ted
up
to P
revio
us
mo
nth
Te
sts
co
nd
uc
ted
du
rin
g r
ep
ort
ing
mo
nth
up
to A
pri
l-2
02
0T
es
t c
on
du
cte
d u
pto
th
is m
on
th
No
. o
f
tes
t
Co
nd
uc
t
ed
(1 T
est
=3
Sets
)
12.2
Aggre
gate
Im
pact V
alu
eIS
:2386 P
art
-41 test/ 1
000 m
320
20
010
11
11
06
31
31
016
12.3
Fla
kin
ess &
Ela
gation in
dex
IS:2
386 P
art
11 test/ 5
00 m
320
20
020
22
01
22
22
021
12.4
Atterb
erg
Lim
its
IS:2
720 (
Part
5)
1 test/200m
322
22
012
11
11
06
33
00
18
12.5
Pro
cto
rIS
:2720 (
Part
8)
As r
equir
ed
22
02
11
01
33
03
12.6
CB
RIS
:2720 (
Part
16)
As r
equir
ed
22
02
00
00
22
02
12.7
Fie
ld D
ensity
IS:2
720 (
Part
28)
1 s
et T
est per
1000S
q.m
/ 3
pits
120
120
091
78
78
040
198
198
0131
13.1
Gra
dation
MO
RT
H S
ectio
n-5
00
/Cla
use
-50
7 &
Ta
ble
50
0-1
0
One s
et fo
r in
div
idual
constitu
ent and m
ixed
aggre
gate
fro
m d
ryer
for
each 4
00 tonnes o
f m
ix
57
57
053
15
15
010
72
72
063
13.2
Fla
kin
ess &
Elo
ngation Index
IS: 2386 (
Part
1)1
963
1 T
est fo
r 350 m
³16
16
012
55
05
21
21
017
13.3
Aggre
gate
Im
pact V
alu
e T
est
IS: 2386 (
Part
4)1
963
1 T
est fo
r 350 m
³16
16
012
55
05
21
21
017
13.4
Bin
der
conte
nt and g
radin
g o
f m
ix
IRC
: S
P 1
1-1
988(A
PP
-5)
One T
est fo
r each 4
00
tonnes o
f m
ix p
roduced
subje
ct to
a m
inim
um
of
two
23
23
016
10
10
05
33
33
021
13.5
Mars
hall
Sta
bili
ty o
f m
ixA
ST
M D
2726/1
188
3 T
ests
for
sta
bili
ty f
low
valu
e d
ensity
and v
oid
conte
nts
for
each 4
00 tonnes
of
mix
subje
ct to
min
imum
of
24
24
017
10
10
010
34
34
027
13.6
Coru
Cuttin
g a
nd D
ensity O
f
Com
patied L
ayer
Table
900-4
of
Mort
h1 s
et T
est per
700 S
q.m
/ 1
pits
42
42
040
36
36
036
78
78
076
13.7
Sand E
quiv
ale
nt T
est
IS: 2720 P
art
37)1
963
One T
est fo
r each each
sourc
e
12
12
012
00
00
12
12
012
13.8
Los A
ngele
s A
bra
sio
n V
alu
e
IS: 2386 (
Part
3)1
963
1 T
est fo
r 350 m
³9
90
90
00
09
90
9
13.9
Str
ippin
g
IS : 6
241
One T
est fo
r each each
sourc
e
33
03
00
00
33
03
14
Reta
ined S
atlaili
tyA
AS
HT
O 2
83
One T
est fo
r each each
sourc
e
88
08
00
00
88
08
14.1
Reta
ined T
ensile
Str
ength
AA
SH
TO
284
One T
est fo
r each each
sourc
e
88
08
00
00
88
08
14.2
Refu
asal
AA
SH
TO
285
One T
est fo
r each each
sourc
e
10
50
50
00
010
50
5
14.3
Pla
sticity
Index
IS: 2720(
Part
5)
One T
est fo
r each each
sourc
e
33
03
00
00
33
03
14.4
Cle
anlie
ss (
Dust)
IS: 2386 (
Part
1)
One T
est fo
r each each
sourc
e
33
03
00
00
33
03
15.1
Ab
so
lute
Vis
co
sity a
t 6
0⁰C
po
ise
,Min
imu
mIS
: 1
20
6-1
97
8 p
art
-2A
s p
er
tab
le 2
of IS
73
-20
13
99
07
44
04
13
13
011
15.2
Pe
ne
tra
tio
n T
est a
t
25
⁰C,1
00
gr,
0.1
mm
,5se
cIS
: 1
20
3-1
97
8A
s p
er
tab
le 2
of IS
73
-20
13
99
07
44
04
13
13
011
15.3
So
fte
nin
g p
oin
t(R
&B
) M
inIS
: 1
20
5-1
97
8A
s p
er
tab
le 2
of IS
73
-20
13
99
07
44
04
13
13
011
15.4
Fla
sh
po
int(
Cle
ve
len
d o
pe
n c
up
)⁰C
,Min
IS: 1
20
9-1
97
81
Te
st p
er
Lo
t3
30
30
00
03
30
3
15.5
Te
st
on
Re
sid
ue
fro
m T
FO
T
13
.0 D
en
se B
itu
min
ou
s M
aca
da
m (
Gra
de
- I
I)
15
.0 B
itu
me
n t
est
83
No
s.o
f
tes
t
wit
ne
ss
e
d b
y IE
No
. o
f
tes
t
Co
nd
uc
t
ed
Pa
ss
ed
Fa
ile
dN
os
.of
tes
t
wit
ne
ss
ed
by
IE
Pa
ss
ed
Fa
ile
d
No
s.o
f
tes
t
wit
ne
ss
e
d b
y IE
No
. o
f
tes
t
Co
nd
uc
t
ed
Pa
ss
ed
Fa
ile
d
S. N
o.
De
sc
rip
tio
nIS
Sp
ec
ific
ati
on
Cla
us
eF
req
ue
nc
y o
f T
es
ts
Te
st
co
nd
uc
ted
up
to P
revio
us
mo
nth
Te
sts
co
nd
uc
ted
du
rin
g r
ep
ort
ing
mo
nth
up
to A
pri
l-2
02
0T
es
t c
on
du
cte
d u
pto
th
is m
on
th
No
. o
f
tes
t
Co
nd
uc
t
ed
(1 T
est
=3
Sets
)
15.6
Vis
co
sity r
atio
at 6
0⁰C
ma
xIS
: 1
20
6-1
97
8 p
art
-21
Te
st p
er
Lo
t4
40
41
10
15
50
5
15.7
Du
ctilit
y a
t 2
5⁰C
,cm
,Min
IS: 1
20
8-1
97
81
Te
st p
er
Lo
t4
40
41
10
15
50
5
16.1
Sa
yb
olt fu
rol V
isco
sity
IS: 1
31
17
1 T
est p
er
Lo
t5
50
41
11
06
60
4
16.2
Re
sid
ue
on
60
0 m
icro
n is s
ive
IS: 8
88
71
Te
st p
er
Lo
t5
50
41
11
06
60
4
16.3
Wa
ter
Co
nte
nt ,P
erc
en
t b
y m
ass
IS: 8
88
71
Te
st p
er
Lo
t5
50
41
11
06
60
4
17.1
Ra
te o
f S
pre
ad
of B
ind
er
IRC
: S
P 1
6T
hre
e te
st p
er
Da
y30
30
023
15
15
015
45
45
038
18.1
Gra
dation
IS:2
386 (
Part
2)
As r
equir
ed
716
716
0258
20
20
010
736
736
0268
18.2
Specific
gra
vity&
Wate
r absorp
tion
IS:2
386 (
Part
3)
As r
equir
ed
28
28
014
11
01
29
29
015
18.3
Aggre
gate
Im
pact V
alu
eIS
:2386 (
Part
4)
As r
equir
ed
90
90
032
55
02
95
95
034
18.4
Fla
kin
ess index
IS:2
386 (
Part
1)
As r
equir
ed
90
90
030
55
02
95
95
032
18.5
Soundness
IS:2
386 (
Part
5)
As r
equir
ed
11
01
00
00
11
01
18.6
Alk
ali
aggre
gate
reactivity test
IS:2
38
6 (
Pa
rt-7
)IS
: 4
56
1 test per
sourc
e1
10
10
00
01
10
1
18.7
Dele
teri
ous c
onstitu
ents
IS:2
386 (
Part
2)
1 test per
sourc
e1
10
10
00
01
10
1
18.8
Petr
ogra
hic
Exam
ination
IS:2
386 (
Part
8)
1 test per
sourc
e1
10
10
00
01
10
1
19.1
Chem
ical te
st
IS:4
031,4
032
1 test per
sourc
e12
12
07
44
04
16
16
411
19.2
Fin
eness
IS:4
031 (
Part
1)
500m
t (o
r) E
very
week
112
112
053
44
04
116
116
057
19.3
Norm
al C
onsis
tency
IS:4
031 (
Part
4)
500m
t (o
r) E
very
week
112
112
053
44
04
116
116
057
19.4
Initia
l,F
inal settin
g tim
eIS
:4031 (
Part
5)
500m
t (o
r) E
very
week
112
112
053
44
04
116
116
057
19.5
Soundness o
f C
em
ent
IS:4
031 (
Part
3)
500m
t (o
r) E
very
week
112
112
053
44
04
116
116
057
19.6
Com
pre
ssiv
e S
trength
-set
IS:4
031 (
Part
6)
3 d
ays
500m
t (o
r) E
very
week
131
131
065
33
03
134
134
068
7 d
ays
500m
t (o
r) E
very
week
128
128
065
22
02
130
130
067
28 d
ays
500m
t (o
r) E
very
week
128
128
041
11
01
129
129
042
20
Chem
ical te
st
IS 2
386
1 test per
sourc
e7
70
30
00
07
70
3
21.1
Chem
ical T
est
IS 9
103
1 test per
sourc
e4
40
20
00
04
40
2
22.1
8 m
m D
iaIS
1786
15
15
07
00
00
15
15
07
22.2
10 m
m D
iaIS
1786
15
15
08
00
00
15
15
08
22.3
12 m
m D
iaIS
1786
20
20
010
00
00
20
20
010
22.4
16 m
m D
iaIS
1786
21
21
010
00
00
21
21
010
22.5
20 m
m D
iaIS
1786
21
21
09
00
00
21
21
09
22.6
25 m
m D
iaIS
1786
23
23
013
00
00
23
23
013
22.7
32 m
m D
iaIS
1786
88
05
00
00
88
05
21.0
A
dm
ixtu
re
22.0
S
teel
Phys
ical &
Chem
ical
Pro
pert
ies (
1)
Test on f
irst
lot.(2
) F
urt
her
supply
will
be
pro
vid
ed w
ith m
tc. (3
) A
s
requir
ed b
y engin
eer.
23.(
A)
Co
ncre
te C
ub
e S
tren
gth
of
Desig
n M
ix
16
.0 E
MU
LSIO
N S
S1
&R
S1
17
.0 E
MU
LSIO
N P
rim
e c
oa
t &
Ta
ck C
oa
t
18.0
Co
ars
e A
gg
reg
ate
Mo
RT
&H
1007
19.0
Cem
en
t M
oR
T&
H 1
006
84
No
s.o
f
tes
t
wit
ne
ss
e
d b
y IE
No
. o
f
tes
t
Co
nd
uc
t
ed
Pa
ss
ed
Fa
ile
dN
os
.of
tes
t
wit
ne
ss
ed
by
IE
Pa
ss
ed
Fa
ile
d
No
s.o
f
tes
t
wit
ne
ss
e
d b
y IE
No
. o
f
tes
t
Co
nd
uc
t
ed
Pa
ss
ed
Fa
ile
d
S. N
o.
De
sc
rip
tio
nIS
Sp
ec
ific
ati
on
Cla
us
eF
req
ue
nc
y o
f T
es
ts
Te
st
co
nd
uc
ted
up
to P
revio
us
mo
nth
Te
sts
co
nd
uc
ted
du
rin
g r
ep
ort
ing
mo
nth
up
to A
pri
l-2
02
0T
es
t c
on
du
cte
d u
pto
th
is m
on
th
No
. o
f
tes
t
Co
nd
uc
t
ed
(1 T
est
=3
Sets
)
7D
ays C
om
pre
ssiv
e S
trength
69
69
058
00
00
69
69
058
28D
ays C
om
pre
ssiv
e S
trength
62
63
055
00
00
62
63
055
7D
ays C
om
pre
ssiv
e S
trength
66
66
053
00
00
66
66
053
28D
ays C
om
pre
ssiv
e S
trength
59
59
055
00
00
59
59
055
7D
ays C
om
pre
ssiv
e S
trength
33
03
00
00
33
03
28D
ays C
om
pre
ssiv
e S
trength
00
00
00
00
00
00
7D
ays C
om
pre
ssiv
e S
trength
88
08
00
00
88
08
28D
ays C
om
pre
ssiv
e S
trength
88
08
00
00
88
08
7D
ays C
om
pre
ssiv
e S
trength
66
66
06
00
00
66
66
06
28D
ays C
om
pre
ssiv
e S
trength
59
56
055
00
00
59
56
055
7D
ays C
om
pre
ssiv
e S
trength
60
60
056
00
00
60
60
056
28D
ays C
om
pre
ssiv
e S
trength
63
59
059
00
00
63
59
059
7D
ays C
om
pre
ssiv
e S
trength
47
47
043
00
00
47
47
043
28D
ays C
om
pre
ssiv
e S
trength
37
35
033
00
00
37
35
033
7D
ays C
om
pre
ssiv
e S
trength
56
56
052
00
00
56
56
052
28D
ays C
om
pre
ssiv
e S
trength
58
56
054
00
00
58
56
054
7D
ays C
om
pre
ssiv
e S
trength
65
65
061
00
00
65
65
061
28D
ays C
om
pre
ssiv
e S
trength
58
58
054
00
00
58
58
054
7D
ays C
om
pre
ssiv
e S
trength
47
47
043
00
00
47
47
043
28D
ays C
om
pre
ssiv
e S
trength
37
35
033
00
00
37
35
033
7D
ays C
om
pre
ssiv
e S
trength
60
60
054
00
00
60
60
054
28D
ays C
om
pre
ssiv
e S
trength
55
55
055
00
00
55
55
055
7D
ays C
om
pre
ssiv
e S
trength
35
35
026
00
00
35
35
026
28D
ays C
om
pre
ssiv
e S
trength
22
18
022
00
00
22
18
022
7D
ays C
om
pre
ssiv
e S
trength
36
36
037
00
00
36
36
037
28D
ays C
om
pre
ssiv
e S
trength
43
43
040
00
00
43
43
040
7D
ays C
om
pre
ssiv
e S
trength
23
15
020
00
00
23
15
020
28D
ays C
om
pre
ssiv
e S
trength
26
22
023
00
00
26
22
023
7D
ays C
om
pre
ssiv
e S
trength
249
249
0126
16
16
010
265
265
0136
M15 P
CC
IS:5
16 / IS
:456
MO
RT
&H
Sec. 1700
M45 R
CC
PU
MP
AB
LE
IS:5
16 / IS
:456
MO
RT
&H
Sec. 1700
23.(
B)
Co
ncre
te C
ub
e S
tren
gth
of
Sit
e C
ub
es
IS:5
16 / IS
:456
MO
RT
&H
Sec. 1700
M40 R
CC
IS:5
16 / IS
:456
MO
RT
&H
Sec. 1700
M45 R
CC
IS:5
16 / IS
:456
MO
RT
&H
Sec. 1700
M35 R
CC
PU
MP
AB
LE
IS:5
16 / IS
:456
MO
RT
&H
Sec. 1700
M35 R
E B
LO
CK
IS
:516 / IS
:456
MO
RT
&H
Sec. 1700
M35 R
CC
IS:5
16 / IS
:456
MO
RT
&H
Sec. 1700
M35 R
CC
PIL
ING
IS:5
16 / IS
:456
MO
RT
&H
Sec. 1700
M30 R
CC
IS:5
16 / IS
:456
MO
RT
&H
Sec. 1700
M30 R
CC
PU
MP
AB
LE
IS:5
16 / IS
:456
MO
RT
&H
Sec. 1700
M20 K
ER
B
IS:5
16 / IS
:456
MO
RT
&H
Sec. 1700
M25 R
CC
IS:5
16 / IS
:456
MO
RT
&H
Sec. 1700
M20 P
CC
IS:5
16 / IS
:456
MO
RT
&H
Sec. 1700
M20 D
RA
IN
M15 P
CC
85
No
s.o
f
tes
t
wit
ne
ss
e
d b
y IE
No
. o
f
tes
t
Co
nd
uc
t
ed
Pa
ss
ed
Fa
ile
dN
os
.of
tes
t
wit
ne
ss
ed
by
IE
Pa
ss
ed
Fa
ile
d
No
s.o
f
tes
t
wit
ne
ss
e
d b
y IE
No
. o
f
tes
t
Co
nd
uc
t
ed
Pa
ss
ed
Fa
ile
d
S. N
o.
De
sc
rip
tio
nIS
Sp
ec
ific
ati
on
Cla
us
eF
req
ue
nc
y o
f T
es
ts
Te
st
co
nd
uc
ted
up
to P
revio
us
mo
nth
Te
sts
co
nd
uc
ted
du
rin
g r
ep
ort
ing
mo
nth
up
to A
pri
l-2
02
0T
es
t c
on
du
cte
d u
pto
th
is m
on
th
No
. o
f
tes
t
Co
nd
uc
t
ed
(1 T
est
=3
Sets
)
28D
ays C
om
pre
ssiv
e S
trength
466
466
0242
14
14
08
480
480
0250
7D
ays C
om
pre
ssiv
e S
trength
33
02
22
02
55
04
28D
ays C
om
pre
ssiv
e S
trength
88
04
22
02
10
10
06
7D
ays C
om
pre
ssiv
e S
trength
00
00
55
05
55
05
28D
ays C
om
pre
ssiv
e S
trength
00
00
33
02
33
02
7D
ays C
om
pre
ssiv
e S
trength
21
21
011
88
04
29
29
015
28D
ays C
om
pre
ssiv
e S
trength
15
15
08
14
14
010
29
29
018
7D
ays C
om
pre
ssiv
e S
trength
12
12
07
11
11
06
23
23
013
28D
ays C
om
pre
ssiv
e S
trength
18
18
012
00
00
18
18
012
7D
ays C
om
pre
ssiv
e S
trength
468
468
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19
19
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487
487
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28D
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pre
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trength
874
874
0345
45
45
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919
0380
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pre
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trength
15
15
0174
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26
26
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28D
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pre
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trength
26
26
029
29
29
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7D
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pre
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trength
306
306
0133
15
15
010
321
321
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28D
ays C
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pre
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trength
628
628
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34
34
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662
662
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7D
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pre
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trength
522
522
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20
20
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542
542
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28D
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pre
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trength
1626
1626
0733
76
76
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1702
1702
0783
7D
ays C
om
pre
ssiv
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trength
352
352
0189
19
19
010
371
371
0199
28D
ays C
om
pre
ssiv
e S
trength
965
965
0515
97
97
086
1062
1062
0601
7D
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pre
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trength
846
846
0304
23
23
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869
869
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28D
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om
pre
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trength
1470
1470
0487
47
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1517
1517
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pre
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trength
55
05
00
00
55
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28D
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pre
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trength
55
05
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pre
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trength
19
19
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15
15
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34
34
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28D
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pre
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trength
15
15
07
34
34
010
49
49
017
20.1
Density
276
276
0104
15
15
07
291
291
0111
20.2
Mars
h C
one V
iscosity
276
276
0104
15
15
07
291
291
0111
20.3
pH
Valu
e276
276
0104
15
15
07
291
291
0111
20.4
Silt
Conte
nt
15
15
06
00
00
15
15
06
20.5
Liq
uid
Lim
it18
18
07
00
00
18
18
07
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gg
reg
ate
Mo
RT
&H
1008-(
RE
-Blo
ck)
M45 P
UM
P
IS:5
16 / IS
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MO
RT
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Sec. 1700
24.0
BE
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ON
ITE
MO
RT
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Sec. 1115.2
.3A
s r
equir
ed
M35 R
E B
LO
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IS:5
16 / IS
:456
MO
RT
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Sec. 1700
M40 R
CC
IS:5
16 / IS
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MO
RT
&H
Sec. 1700
M35 R
CC
PIL
ING
IS:5
16 / IS
:456
MO
RT
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Sec. 1700
M35 R
CC
PU
MP
AB
LE
IS:5
16 / IS
:456
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Sec. 1700
M30 R
CC
PU
MP
AB
LE
IS:5
16 / IS
:456
MO
RT
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Sec. 1700
M35 R
CC
IS:5
16 / IS
:456
MO
RT
&H
Sec. 1700
M25 R
CC
IS:5
16 / IS
:456
MO
RT
&H
Sec. 1700
M30 R
CC
IS:5
16 / IS
:456
MO
RT
&H
Sec. 1700
M20 R
CC
IS:5
16 / IS
:456
MO
RT
&H
Sec. 1700
M20 K
ER
B
IS:5
16 / IS
:456
MO
RT
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Sec. 1700
IS:5
16 / IS
:456
MO
RT
&H
Sec. 1700
M20 P
CC
IS:5
16 / IS
:456
MO
RT
&H
Sec. 1700
86
No
s.o
f
tes
t
wit
ne
ss
e
d b
y IE
No
. o
f
tes
t
Co
nd
uc
t
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Pa
ss
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Fa
ile
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tes
t
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by
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ile
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No
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f
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t
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ss
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Fa
ile
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S. N
o.
De
sc
rip
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Sp
ec
ific
ati
on
Cla
us
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req
ue
nc
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f T
es
ts
Te
st
co
nd
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ted
up
to P
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mo
nth
Te
sts
co
nd
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ted
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mo
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up
to A
pri
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th
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th
No
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tes
t
Co
nd
uc
t
ed
(1 T
est
=3
Sets
)
21.1
Gra
de / S
ieve a
naly
sis
IS:2
386 (
Part
1)
As r
equir
ed
517
517
0166
20
20
010
537
537
0176
21.2
Fin
eness M
odulu
sM
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ec.
10
08
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83
As r
equir
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517
517
0166
20
20
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537
537
0176
21.3
Specific
gra
vity&
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r absorp
tion
IS:2
386 (
Part
2)
As r
equir
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12
12
05
00
01
12
12
06
22.1
Gra
dation
IS:2
386 (
Part
2)
As r
equir
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473
473
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20
20
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493
493
0141
22.2
Specific
gra
vity&
Wate
r absorp
tion
IS:2
386 (
Part
3)
As r
equir
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17
17
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00
00
17
17
011
22.3
Aggre
gate
Im
pact V
alu
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Part
4)
1 test / each s
ourc
e &
month
ly21
21
08
55
05
26
26
013
22.4
Fla
kin
ess index
IS:2
386 (
Part
1)
1 test / each s
ourc
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14
14
04
22
01
16
16
05
26.0
Co
ars
e A
gg
reg
ate
Mo
RT
&H
1007-(
RE
-Blo
ck)
87
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
7. Weather Report
Date
Temperature (Celsius) Humidity (%) Rainfall (mm)
Remarks Min Max Min Max
01-04-20 24.5 33.9 59 80 0.00 SUNNY
02-04-20 23.9 33.9 48 88 0.00 SUNNY
03-04-20 24.0 32.7 45 84 0.00 SUNNY
04-04-20 24.2 33.5 48 85 0.00 SUNNY
05-04-20 23.4 32.3 47 82 0.00 SUNNY
06-04-20 23.4 33.6 39 82 0.00 SUNNY
07-04-20 23.3 33.5 40 85 0.00 SUNNY
08-04-20 23.4 33.9 39 82 0.00 SUNNY
09-04-20 24.5 32.7 59 85 0.00 SUNNY
10-04-20 23.9 33.5 48 88 0.00 SUNNY
11-04-20 24.3 31.8 49 89 0.00 SUNNY
12-04-20 23.4 31.1 50 83 0.00 SUNNY
13-04-20 24.5 32.0 62 82 0.00 SUNNY
14-04-20 23.9 31.5 60 85 0.00 SUNNY
15-04-20 22.5 33.5 40 79 0.00 SUNNY
16-04-20 22.7 33.3 45 80 0.00 SUNNY
17-04-20 22.8 33.8 40 81 0.00 SUNNY
18-04-20 22.9 33.2 42 83 0.00 SUNNY
19-04-20 23.1 33.7 46 86 0.00 SUNNY
20-04-20 22.7 34.0 49 90 0.00 SUNNY
21-04-20 22.6 33.6 50 87 0.00 SUNNY
22-04-20 22.9 33.2 42 84 0.00 SUNNY
23-04-20 23.4 33.0 41 83 0.00 SUNNY
24-04-20 23.2 32.9 46 81 0.00 SUNNY
25-04-20 23.0 33.7 48 80 0.00 SUNNY
26-04-20 24.5 33.9 59 80 0.00 SUNNY
27-04-20 23.9 33.9 48 88 0.00 SUNNY
28-04-20 24.0 32.7 45 84 0.00 SUNNY
29-04-20 24.2 33.5 48 85 0.00 SUNNY
30-04-20 22.9 33.2 42 83 0.00 SUNNY
88
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
8. Safety
Various issues related to environment and safety, such as traffic management, safety signage’s, disposal of waste materials and oil spillage, housekeeping, area barricading and traffic management, etc., are being taken care of during the execution of the project. Periodic Safety meetings being conducted on a regular basis and the details of the photographs for the same along with action taken are as below. 1. Safety Tool Box Meeting conducted for Sub Contractors regarding COVID-19 and its precautions at Ch. 145+000.
89
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
9. Support Required from NHAI
Concessionaire requests NHAI to take early action on the following issues:
1. Pending Disbursement of Payment to the beneficiaries from CALA towards Land and Buildings in Thanjavur District. – Request Authority to advise/instruct the Competent
Authority of Land Acquisition to speed up the process of disbursement of pending payment.
2. Permission from Local Authorities for procurement of Borrow Earth for Irrigation Tanks.
3. Rerouting of existing canal between Km.146+600 to 148+100
4. NOC from PWD/WRO, Govt. of Tamil Nadu for construction of Minor Bridge (07 Nos) and Major Bridge (04 Nos)
5. NOC from PWD/WRO, Govt. of Tamil Nadu for construction of project highways in the
existing ponds (in a length of 1.667 Kms).
6. Removal/relocation of existing irrigation sluice and regulator in the locations of Km: 150+800, Km: 152+900 & Km: 134+770.
7. Additional land acquisition for Toll plaza location, Bus bays. Turning radius at Major junctions.
8. Permission for Removal of Teak wood trees from the Project Highway in length of 680m.
9. Removal of Religious structures of 13 Nos. and Bus stand from the proposed ROW.
10. Removal of Government Buildings like VAO office, School, Post Office & Ration Shop
etc. in 15 nos. of locations.
11. Removal of unauthorized occupations in 25 nos. of locations in the project highways.
12. Required State Support Agreement between NHAI & Govt. of Tamil Nadu as due
priority will be given to NH Projects by the State Govt. officials.
13. Removal of Fuel Stations at Km: 120+400, Km: 128+850 and Km: 122+450.
14. Revised Estimates for Electrical Shifting due to non-available of vertical clearance –
Request Authority for earlier Approval.
15. Removal of Existing Motor Rooms of 22 nos. from the project highway. – Request Authority to advise/instruct the competent department to take the possession of land.
90
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
16. Hindrances/Occupations/Land Acquisition issues in the following locations due to various reasons,
Sl.No
From To Effected Length in
( M )
Nature of Hindrance
Survey No Name of Village Name of Land Owner
1 138+400 138+480 520 m
Court Stay 4/4A Thiruvalanzuli Mr.Dharmalingam
2 138+500 138+540 Court Stay - Thiruvalanzuli Mr.Shanmugam
3 138+750 138+850 500 m Court Stay Thiruvalanzuli Mr.Dhahshnamoorthy
, Mr.Rajini, Mr.nagaraj
4 142+100 142+200 500 m Payment
Issue
326/1, 326/2, 326/3, 326/4, 326/5, 326/ 6
Gopurajapuram Mr.Pakir Mohammed
5 161+100 161+200 1000 m LA issues 3/1A,3/1B Kadakadapai Ms Tamilselvei
Total Effected Length in Meters 2520 17. With reference to our several correspondence time to time vide which we intimated the matter of enforced nationwide lockdown as well as its impact on the Project Highway, the World Health Organization (WHO) on 11th March’ 2020 had characterized the Novel Coronavirus Disease (COVID-19) outbreak as a global Pandemic. In view of the WHO’s announcement and over all prevailing condition of the nation, the Union Government of India (GOI) had invoked section 2 of Epidemic Disease Act 1897 on 12.03.2020 to prevent the spread of novel coronavirus in India. Accordingly, the State Government of Tamilnadu has enforced complete lockdown of the entire state from 24.03.2020 to 31.03.2020 to avoid the spread of COVID-Subsequently, The Ministry of Home Affairs (MHA) vide Order No. 40-3/2020-DM-I(A), dated 24.03.2020 directed to enforce complete nationwide lockdown for the period of 21 days from 25.03.2020 to 14.04.2020. Further, based on the outcome of COVID-19 spread containment during 1st nationwide lockdown till 14th April’ 2020 & condition of country as a whole, Ministry of Home Affairs (MHA), Govt. of India in exercise of powers conferred under Section 10(2)(I) of Disaster Management Act 2005, has issued an Order bearing no. 40-3/2020-DM-I(A), dated 15.04.2020 that the nationwide lockdown will remain continue till 3rd May’ 2020 to contain the spread of COVID-19 in the country. However, to mitigate hardship of the public select additional activities will be allowed with effect from 20th April’ 2020 including Road Construction Activities as per sr. no. 16 of Consolidated Revised Guidelines on the measures to be taken by Ministries / Departments of GOI, State/ UT Govt. and State/ UT Authorities incorporating these guidelines are enclosed with the MHA order. Accordingly, we have submitted the detailed work program during the extended lock down period up to 03.05.2020 along with the list of Manpower & Machineries to be involved in the Construction work to take suitable action for the issuance of necessary permission from District Administration in this regard. Further, vide our letter no. 12 dated 23.04.2020 we informed that Press released no. 280 dated 20.04.2020 issued by Government of Tamilnadu that Government of Tamilnadu had
91
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
instructed to continue to enforce all the existing restrictions issued by MHA order dated 24.03.2020 during extended lock down period i.e. up to 03.05.2020. After that, a notification issued by Revenue and Disaster Management (D-II) Department, Govt. of Tamilnadu bearing no. 203 dated 23.04.2020 vide which it is informed that resumption of construction of road & bridge project can be done with taking all precaution as per Standard Operating Procedure (SOPs) for social distancing and obtain permission from District Administration.
But so far we have not received the requisite permission from the District Administration for commencement of works and the entire construction activities are standstill since 21.03.2020 and the mobilised manpower and machineries are in idle conditions which the Concessionaire facing the huge losses of valuable time and cost due to occurrence of this Force Majeure under the Article-28 of Concession Agreement.
92
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
10. Important Events
Table 10.1. Details of Important Events
Sl. No Date of Events Description of Events Remarks
93
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
11. Organization Chart The following figures represent the organization structure of the EPC and SPV Team. 1. Fig. 4 - Organization Chart - EPC Team 2. Fig. 5 - Organization Chart - SPV Team
94
Fig
ure
4
- O
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AN
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95
Fig
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5 -
OR
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96
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
12. List of Plants, Machinery and Equipment's
S.No Name of the Machinery Capacity / Model Mobilized at Site Remarks
1 Grader 120K2 5
2 Excavator/JCB JCB-220 6
3 Dozer 1
4 Soil Compactor HAMM 311 4
5 Backhoe Loader JCB 3DX 5
6 Tipper Bharat Benz- 3128C 16
7 Transit Mixer 2523C 11
8 Loader 455 ZX 6
9 Trailer 3
10 Water Tanker 8
11 Diesel Tanker 3
12 Boom Placer S-36 1
13 Tractor 5036 D V-2 3
14 Mobile Service Van 1
15 Tower Light AJASKY 3
16 Hydra Crane 4
17 Asphalt Batch Mix Plant 1
18 Wet Mix Plant 250 TPH 1
14 Concrete Batch Mix Plant 45 cum 45 cum 2
15 Concrete Batch Mix Plant 60 cum 60 cum 1
16 Crusher Plant (3 Stage) 250 TPH 3
17 Weigh Bridge for Camp 100MT 100MT 2
18 Weigh Bridge for Crusher 100MT 100MT 1
19 Genset Base Camp 25KV 2
20 Genset (Crusher) 63KVA 63KVA 3
21 Genset (H.M & B/P) 82.50KV 3
22 Genset (B/P-CP-45) 125KV 1
23 Genset 650 KVA 650 KVA 1
26 Genset (Crusher) 1010KVA 3
27 Genset 15KVA 15KVA 1
97
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
13. Change of Scope Proposals
Table 13.1 - Status of Change of Scope Proposals
Sl. No. Proposal Details Date of
Proposal Current Status COS Amount
Actual Date of Approval
1
Upgradation strengthening the Incident Management services.
10.05.2019
IE recommended to Authority vide ref.148 for issuance under COS and is under scrutiny with Authority
NA NA
2
Construction of Major Bridge at Km 131+963-under Change of Scope
01.06.2019 IE recommended to Authority vide ref.141 for issuance under COS.
NA NA
98
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
14. Details of Correspondences
The following tables list out the correspondences between the parties. Table 14.1. - Concessionaire to NHAI Table 14.2. - NHAI to Concessionaire Table 14.3. - Concessionaire to Independent Engineer Table 14.4. - Independent Engineer to Concessionaire
99
S.N
oD
ate
Le
tte
r N
o
Su
bje
ct
Re
ma
rks
14
/2/2
02
0P
CT
HP
L/H
O/C
TP
/PIU
/01
7/2
02
0
Re
gard
ing
Lo
ck d
ow
n o
f th
e P
roje
ct
Site
du
e t
o N
ove
l C
oro
na
viru
s D
ise
ase
(C
OV
ID-1
9)-
"Fo
ur
lan
ing
of
Ch
olo
pura
m-T
ha
nja
vu
r sectio
n o
f N
H-4
5 C
in
th
e s
tate
of
Ta
mil
Na
du
pro
ject
on
HA
M
24
/17
/20
20
PC
TH
PL
/HO
/CT
P/P
IU/0
18
/20
20
Re
que
st
to p
rovid
e c
oncu
rre
nce
fo
r re
pla
ce
me
nt
of
Ba
nk g
ua
ran
tee
ag
ain
st
Pe
rform
an
ce
Se
cu
rity
fo
r "F
ou
r la
nin
g o
f C
ho
lop
ura
m-T
ha
nja
vu
r se
ctio
n o
f N
H-4
5 C
in
the
sta
te o
f T
am
il N
ad
u p
roje
ct
on
HA
M
34
/17
/20
20
PC
TH
PL
/HO
/CT
P/P
IU/0
19
/20
20
Re
que
st
to p
rovid
e c
oncu
rre
nce
fo
r re
pla
ce
me
nt
of
Ba
nk g
ua
ran
tee
ag
ain
st
Pe
rform
an
ce
Se
cu
rity
fo
r "F
ou
r la
nin
g o
f C
ho
lop
ura
m-T
ha
nja
vu
r se
ctio
n o
f N
H-4
5 C
in
the
sta
te o
f T
am
il N
ad
u p
roje
ct
on
HA
M
44
/18
/20
20
PC
TH
PL
/HO
/CT
P/P
IU/0
20
/20
20
Re
gard
ing
Lo
ck d
ow
n o
f th
e P
roje
ct
Site
du
e t
o N
ove
l C
oro
na
viru
s D
ise
ase
(C
OV
ID-1
9)-
"Fo
ur
lan
ing
of
Ch
olo
pura
m-T
ha
nja
vu
r sectio
n o
f N
H-4
5 C
in
th
e s
tate
of
Ta
mil
Na
du
pro
ject
on
HA
M
54
/23
/20
20
PC
TH
PL
/HO
/CT
P/N
HA
I/1
9/2
02
0R
eg
ard
ing
Lo
ck d
ow
n o
f th
e P
roje
ct
Site
du
e t
o N
ove
l C
oro
na
viru
s D
ise
ase
(C
OV
ID-1
9)
64
/27
/20
20
PC
TH
PL
/HO
/CT
P/N
HA
I/2
0/2
02
0E
xte
nsio
n o
f B
an
k g
ua
ran
tee
su
bm
itte
d f
or
Pe
rfo
rma
nce
Gu
ara
nte
e
74
/28
/20
20
PC
TH
PL
/HO
/CT
P/N
HA
I/2
1/2
02
0R
eg
ard
ing
co
nse
nt
for
the
exe
cu
tio
n o
f sup
ple
me
nta
ry a
gre
em
en
t to
ad
op
t D
isp
ute
Re
vie
w B
oa
rd M
ech
an
ism
fo
r th
e e
arly r
eso
lutio
n o
f d
isp
ute
s
Pro
jec
t N
am
e:-
Fo
ur
La
nin
g o
f C
ho
lop
ura
m –
Th
an
jav
ur
fro
m K
m.
11
6.4
40
to
16
4.2
75
Se
cti
on
of
NH
45
C i
n t
he
sta
te o
f T
am
iln
ad
u u
nd
er
NH
DP
-IV
on
Hy
bri
d
An
nu
ity
TA
BL
E 1
4.1
- C
OR
RE
SP
ON
DA
NC
E
- C
ON
CE
SS
ION
AIR
E T
O N
HA
I
MPR A
PRIL
2020
100
S.N
oD
ate
Le
tte
r N
o
Su
bje
ct
Re
ma
rks
14
/10
/20
20
NH
AI/
PIU
/Th
an
j/1
10
19
/51
/20
17
/63
2ln
de
pe
nd
en
t C
on
sulta
ncy S
erv
ice
s f
or
the
pe
rio
dfr
om
Fe
b'2
0 t
o M
ar,
20
-50
%
Cla
im
24
/13
/20
20
NH
AI/
PIU
/Th
an
j/1
10
26
/15
/20
18
/64
1E
xte
nsio
n o
f B
an
k g
ua
ran
tee
su
bm
itte
d f
or
Pe
rfo
rma
nce
Gu
ara
nte
e
Pro
jec
t N
am
e:-
Fo
ur
La
nin
g o
f C
ho
lop
ura
m –
Th
an
jav
ur
fro
m K
m.
11
6.4
40
to
16
4.2
75
Se
cti
on
of
NH
45
C i
n t
he
sta
te o
f T
am
iln
ad
u u
nd
er
NH
DP
-IV
on
Hy
bri
d A
nn
uit
y
TA
BL
E 1
4.2
- C
OR
RE
SP
ON
DA
NC
E
- N
HA
I T
O C
ON
CE
SS
ION
AIR
E
MPR A
PRIL
2020
101
S.N
oD
ate
Lett
er
No
S
ub
ject
Rem
ark
s
34/3
/2020
PC
TH
PL/C
TP
/IE
/2020/6
92
Subm
issio
n o
f M
onth
ly P
rogre
ss R
eport
for
the M
onth
of M
arc
h 2
020
Pro
ject
Nam
e:-
Fo
ur
Lan
ing
of
Ch
olo
pu
ram
– T
han
javu
r fr
om
Km
. 116.4
40 t
o 1
64.2
75 S
ecti
on
of
NH
45C
in
th
e s
tate
of
Tam
iln
ad
u u
nd
er
NH
DP
-IV
on
Hyb
rid
An
nu
ity
TA
BL
E 1
4.3
- C
OR
RE
SP
ON
DA
NC
E -
CO
NC
ES
SIO
NA
IRE
TO
IN
DE
PE
ND
EN
T E
NG
INE
ER
MPR A
PRIL
20
20
102
S.N
oD
ate
Le
tte
r N
o
Su
bje
ct
Re
ma
rks
14
/1/2
02
0T
HE
ME
/NH
AI/
CH
O-T
NJR
/CO
N/0
42
0/5
78
Su
bm
issio
n o
f D
esig
n a
nd
dra
win
gs f
or
05
No
s o
f M
ino
r B
rid
ge
in
Se
rvic
e r
oa
d p
ort
ion
24
/8/2
02
0T
HE
ME
/NH
AI/
CH
O-T
NJR
/CO
N/0
42
0/5
79
Re
vie
w o
f D
esig
n a
nd
Dra
win
g f
or
MN
B a
t ch
14
3+
11
5,
14
4+
88
0,
15
5+
04
9,
16
2+
61
8
34
/20
/20
20
TH
EM
E/N
HA
I/C
HO
-TN
JR
/CO
N/0
42
0/5
82
Ro
ad
Ma
inte
na
nce
an
d p
oth
ole
re
pa
irin
g f
or
on
se
t m
on
so
on
Pro
jec
t N
am
e:-
Fo
ur
La
nin
g o
f C
ho
lop
ura
m –
Th
an
jav
ur
fro
m K
m.
11
6.4
40
to
16
4.2
75
Se
cti
on
of
NH
45
C i
n t
he
sta
te o
f T
am
iln
ad
u u
nd
er
NH
DP
-IV
on
Hy
bri
d A
nn
uit
y
TA
BL
E 1
4.4
- C
OR
RE
SP
ON
DA
NC
E
- IN
DE
PE
ND
EN
T E
NG
INE
ER
TO
CO
NC
ES
SIO
NA
IRE
/ N
HA
I
MPR A
PRIL
20
20
103
Cholopuram -Thanjavur Highway Project (NH-45C)
MPR APRIL 2020
15. Progress Photographs
Due to the effect of prevailing lockdown situation in the Project location, all
the construction activities are standstill.
104